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Guide for Architect Engineer Firms Performing Services for Cherry

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1. 70 eir 70 BID ITEMS 75 FEDERAL AND MILITARY 8 22 76 INTERIM SPECIFICATION REVISIONS ISR eene 76 COST ESTIMATES 77 PROJECT DESIGN ES TUNA LES aoiceca tios trece cones 77 du 3596 DESIGN iie eint eie E 222 PRESTINALJIERSICHN stetit A x FINAL 8 POST DESIGN SERVICES 8 1 CONSULTATION DURING CONSTRUCTION een Bled GENERA pot 8 1 2 CONSULTATION REPORTS nian 8 1 2 1 EVALUATION OF CONTRACTOR PROPOSED EXCEPTIONS OR VARIATIONS TO THE CONTRACT 5 22 8 1 2 2 EVALUATION OF CONSTRUCTION CONTRACTOR VALUE ENGINEERING CHANGE PROPOSALS 5 8 2 SHOP DRAWINGS SUBMITTAL REVIEWN eee 8 2 GOVERNMENT IS APPROVING 8 2 2 MISCELLANEOUS SUBMITTAL REVIEW ASPECT S 90 81 83 8 3 OPERATION AND MAINTENANCE SUPPORT INFORMATION OMSI COTTON
2. M MU LEY Ig i FORWARD iii 1 DEFINITIONS AND GENERAL GUIDANCE Li 1 12 rRb e ERIS brake x 3 1 3 CONFLICTS FOX E ERE DN 3 1 4 RELEASE OF INFORMATION PERTAINING TO DESIGN PROJECTS 3 1 5 ECONOMY IN DESIGN AND 4 1 6 SELECTION OF MATERIALS Dona aya et o EK EvR ees RR YR 4 17 AND MATERIAL FURNISHED BY THE GOVERNMENT 3 l3 CONSULTATION SER VICES 5 19 A amp E PERFORMANCE EVALUATION eiceccue sere hr ue 5 1 10 A amp E PERFORMANCE AWARDNGS RR REPRE 5 LII PROGRESS PAYMENTS sese uentis Dex ues eec rade 6 Blank Naval Facilities Engineering Command Contractor s Invoice 8 Sample Naval Facilities Engineering Comm and Contractor s Invoice 9 Blank A E Project Accounting Form MCAS Cherry Point 10 Sample A E Project Accounting Form MCAS Cherry Point 11 2 CONTRACTOR REQUIREMENTS 2 1 QUALITY OF WORK cT 12 2 A amp E LIABILITY rc tm 12 2 3 SCOPE M 13 vii 2 4 2 5 2 6 2 7 2 8 2 9 2
3. 2 067 0 otv 3mq doys 002 001 009 5 u8sq 3000542 CEGE COxz G w lo wm a ow 32NYTVE 3210ANI 4 Innony x z S3SVHd TVLOL LO3fONd SIHI Sa3sYHd 018 1504 7 545 4 119 994 019 1504 01 431314602 Iovuiioo 40 T iO Vd ZOIOANI INIOd SVOW 0000 0 6 L2VHINOO 35V 3 ONILNNODDV ILO3rONd 39 SHYN S u38WH3W YOINTS Wd XX XOU EERE EEE RRA Id WVSeee ox xx x SECTION 2 CONTRACTOR REQUIREMENTS 2 QUALITY OF WORK The A amp E shall be responsible for the professionalism and technical accuracy and coordination of all services such as designs drawings s pecifications cost estimates and other work or materials furnished by the contractor under this contract The project submitted by the A amp E shall represent the best engineering solution possible for the scope of work in the A amp E contract All work must be per current criteria guides and specifications established by the Naval Facilities Engineering Command and shall be per the best engineering practices Workmanship shall be neat with all lines and lettering of uniform weight and clarity for complete legibility and satisfactory reproduction Any computer disks submitted must be scanned for viruses
4. Layout name Layoutl Object Color Color 5 E Color 6 E Color 8 Plot Device Description 5 Description Description 7 Description 8 Plotter cx ARCON Sl Black Black H Black H Black REGULATOR Enable dithering VEN PHOT Virtual pen here is the Vitu pent lineweight value 2 ow m Plot style Use object linetype Use object linetype Use object linetype Use object linety Adaptive adjustment select this area to enter value 0 4000 mm 0 7000 mm 0 8890 mm 0 2500 Un Line End Style Use object end style Use object end style Use object end style Use object end s Line Join Style Use object join style object join style object join style Use object join s eee Fill Style Use object fill style Use object fill style Use object fill style Use object fill st Sele C Allla 1 Number Edit Lineweights Save Save amp Close Cancel Help SNAP GRIDI ORTHO POLARI OSNAP L wTI PAPER is a look at the NatCadStndFULL ctb file This file has been adapted to accommodate Cherry Point s plotter setting s Notice each color has a different line weight mm For example color 7 WHITE BLACK 88 mm This is the Table View of this file With the above line weights white black 7 will print larger than blue
5. 27 STRUCTURA wavs TUNE 28 viii 4 5 CIV ERREUR EE 29 SITE PLAN S a bou loeis edic eds pedit dit 20 4 5 2 ENVIRONMENTAL CONSTRUCTION AND OPERATING PERMITS 30 4 5 3 ASBESTOS LEAD BASED PAINT AND HAZARDOUS MATERIALS 30 4 5 4 WATER SUPPLY cevno cose PIS EE rei eq E 32 4 5 5 SEWERS AND SEWAGE DISPOSAL 5 33 4 5 6 ROADS DRIVEWAYS PARKING AREAS AND WALKS 33 45 ea n peine Re eae pup enc ocio eene 33 4 5 8 DUST AND EROSION CONTROL 5 herr RE ti det e e 34 4 5 9 CATHODIC PROTECTION amp PROTECTIVE COATINGS 34 FENCING eue Sexy Sis itr etta puto 36 4 5 11 RAILROADS C 36 4 5 12 PHYSICAL SECURLUDY eiit ted Rp el tux tt 37 4 5 13 STORM WATER MANAGEMENT PLAN eee 37 Z0 utt tea etait eniin eh Ras A 37 4 6 1 MECHANICAL enun pa o dee io ies ee ate nee 37 46 2 PEDMBING diet edet ede inb eds 38 4 6 3 HEATING VENTILATION AND COOLING eee 38 464 ENERGY CONSERVATION soprana ti det cim aeter te e E HERR 41 4 6 4 1 ENERGY CONSERVATION METHODS eee 41 4 6 4 2 ENERGY CONSERVATI
6. 4 3 ARCHITECTURAL a Statement of the type of construction adopted with reference to the occupancy anticipated tenure of usage degree of fire resistance and maximum allowable floor areas and number of stories allowed by the Uniform Building Code b Statement as to the type of thermal insulation to be provided when required and the value of the U factors for the various portions of the structure i e roof walls floor etc Also provide description of all architectural energy conserving features to be incorporated including any passive solar systems Refer to the Energy Conservation Section for additional information Refer to AS HRAE Standard 90 1 1989 Section 8 5 latest edition for determining U factors instead of previous DOD criteria c Provide a one page narrative description of the preliminary color design concept addressing Architectural finishes and colors Describ e materials for all major items of construction and all interior and exterior finishes The description of finishes colors textures and patterns shall be accomplished by the use of a finish schedule color legend and notes The finish schedule on the drawings shall identify interior building material finishes A amp E may choose room by room name or number format For the completed project all reference to building colors shall be on the drawings in the color legend that is referenced to the finish sche dule Any finishes not referenced in the color code column
7. 47 4 7 2 SYSTEM SAFETY a Each A amp E contract shall contain system safety requirements and information presented in the contract as follows 1 The System Safety and Hazard Analysis paragraph of the A amp E s appendix A indicating safety concerns and project requirements 2 LANTDIV Form 5100 12 Preliminary Hazard List PHL and Risk Assessment Code Validation will be included as an Appendix A attachment if available 3 If the project has been determined to represent a critical or serious safety risk Risk Assessment Code 1 or 2 a Prelimin ary Hazard Analysis will be included as an Appendix A attachment and a Requirements Hazard Analysis RHA must be provided as part of the design submittal LANTNAVFACENGCOMINST 5100 13 latest edition defines RHA requirements b Take the following action 1 Review the system safety requirements presented and determine the extent of their applicability to the project 2 Research safety criteria requirements for the indicated hazards 3 Document compliance with safety requirements and pro vide a summary of intended or actual compliance actions 4 Ensure that the final plans specifications for the project adequately address all safety items 5 If a Risk Assessment Code of 1 or 2 has been assigned to the project request a copy of LANTNAVFACENGCOMINST 5100 13 latest edition Execution of Facility System Safety and include the preparation of an RHA in the design effort
8. The appropriate statement would then have the format The area is contaminated with asbestos debris 2 Partial Cleanup A project where insulation has been tested as required and some asbestos has been found and only the pipes materials being worked on will be reinsulated or removed and replaced This could happen crawl space attic mechanical equipment room high truss area above ceilings pipe chases and other areas In these cases the following note shall be placed on the plumbing or mechanical drawings as well as drawings of other disciplines which will be performing work in area Asbestos is present in the area Protect all personnel within this asbestos area during the entire construction period by complying with 29 CFR 1926 58 Also when appropriate along with the 35 submittal addr ess a letter to the Station with the following comments Asbestos laden pipe insulation was found during sampling on the following lines and it is likely that asbestos insulation exists beyond the limits of this project Then list the pipelines involve d A similar scenario would be appropriate for new electrical work in existing manholes Cables that are not to be worked on need not be cleaned However the contractor must be warned about the potentially hazardous environment 3l 3 No Cleanup A project where the building is older than 1975 and no work is to be done on existing piping or asbestos suspected materials 1 apparent
9. 02921 Site Demolitio n Remove existing partitions doors plumbing fixtures and lighting fixtures as indicated Excavation and Fill Excavating back filling and compacting for buildings and utilities Grading for grass areas Soil Treatment for Subterranean Termite Control Treatment for building Water Distribution Buried water piping service to building 5 foot line Exterior Sanitary Sewer System Sanitary gravity sewer service to buildings 5 foot line Exterior Aboveground Steam Distribution System Above ground piping buried pre insulated piping and manholes Exterior Buried Pumped Condensate Return System Buried preinsulated piping and manholes Turf Seeding fertiliz ing all newly graded finish earth surfaces and other areas disturbed by site operations Division 3 Concrete Section 03300 Cast in Place Concrete Spread footings slab on grade walks and equipment pads Division 4 Masonry Section 04200 Unit Masonry Face brick and concrete masonry unit CMU cavity walls CMU partitions Division 5 Metals Section 05310 Steel Decks 71 Medium Rib shop primed for new addition 05500 Metal Fabrications Miscellaneous anchors fasteners lintels railings and pipe sleeves Division 6 Wood and Plastics Section 06200 Finish Carpentry Nailers and blocking at roof vanities and counter tops cabinets for coffee mess Division 7 Thermal and Moisture Protection Secti
10. 1 Complete Cleanup A project is scoped for removal of all asbestos bearing materials within a crawl space In this case the A amp E shall be requested to take asbestos insulation samples pipe coverings soil surface contamination samples debris and soil contamination samples The results from testing the soil and soil surface contamination samples will be used to determine the scope of cleanup operations One alternative to consider when soil contamination occurs would be to determine if the debris trail follows a geometric pattern i e onl y under the pipe runs If this is true it might be more economical to treat those areas only by removal However the requirement for soil removal should be backed by laboratory tests and proper interpretation of the law as it pertains If soil surface contamination exists removal of the debris only may be adequate if subsequent air and soil samples indicate an acceptable environment If contamination is not found the following statement shall be placed on the drawings beside the crawl space Soil debris has been tested and found to be asbestos free When soil samples show contamination the statement Soil debris is contaminated with asbestos shall be used Similar situations occur in other areas of a building such as mechanical rooms attics and high truss areas and spaces between floors In attics the ceiling and or the insulation above it would be treated like the soil previously mentioned
11. 1 of 1 3 A E company name 4 FED file number 5 Construction contract number 6 CP project number 7 Building number that drawings specify work on 8 Date of drawings Specifications Provided in SPECSINTACT current version format and backed up to CD as a SPECSINTACT job Include the following in labeling CD R if providing separate 1 Construction contract number 2 CP project number amp FED file number 3 Disc sequence number i e 1 of 1 4 A E company name 5 Date 59 5 12 COMMON DISCREPANCIES IN NOMENCLATURE There are many phrases and statements placed on drawings that are considered satisfactory in professional architectural and engineering practice but are not acceptable in the preparation of drawings for the Navy The following is a list o f such items found repeatedly on drawings submitted by A amp Es After each discrepancy or group of related discrepancies there is the preferred designation a INCORRECT As instructed by the Architect CORRECT As instructed by the Contracting Off icer NOTE Contract drawings should be so clearly detailed as to preclude the use of this statement except in most unusual circumstances b INCORRECT others By the Navy By the Naval Facilities Engineering Command CORRECT By the Government c INCORRECT Electrical Contractor By Plumbing Contractor By the Plumber By the Elevator Contractor EXPLANATION Usually no statement i
12. TM Telecommunications monitoring amp alarm systems TN Telecommunicatio ns data network cabling amp equipment TT Telecommunications telephone TY Telecommunications security access control amp alarm systems R Resource data furnished without warranty as to accuracy X Other disciplines Z Contractor Shop drawings Drawings should be consistent in presentation and format If your discipline shows written notes and material directly on phases sections and details then other disciplines shall conform to that presentation format and not use numbers to refer to a numeri cal legend elsewhere on the drawing 5 2 CAD DRAWING PREPARATION LANTDIV and Cherry Point has adopted Tri Service Standards standard drawing sheet and border that was developed to accommodate plotting to ANSI D ISO A1 size paper The resulting sheet s ize is 33 X 22 which provides a 4 clearance on the top bottom and right sides and 1 5 on the left side The vertical title block is 2 wide resulting in a drawing area of 28 75 X 20 5 All AutoCAD drawings will be created at a scale of 1 1 in model space using AutoCAD 2002 and each individual drawing file will be BOUND together so as to combine all entities used to create that drawing into ONE electronic DWG file There will be no XREF s unusual fonts or other non standard deviations used 56 THE CURRENT VERSION OF THIS BORDER SHEET MUST BE USED TO PROPERLY IMPLEMENT THE ELECTRONIC PAPERLESS EN
13. in Ibs do not offer great savings The use of symbols is undesirable fo r three basic reasons 1 most are difficult to produce on a typewriter 2 they frequently have more than one meaning 3 the typist may not know what is intended and therefore type an improper symbol Feet 7 inch degree pound and number should be written out except that number may be abbreviated No In the text it is preferable to spell figures except where they give dimensions for example Ten buildings 100 feet long however one and zero 69 where used singly shall a lways be spelled out Never use both the written and numerical figure ten 10 6 10 STANDARD PLATES SKETCHES AND DETAILS Except as provided in Section 5 for sketches in amendments all plates sketches and details shall be provided on the drawings and NOT in the specifications 6 11 SUBMITTAL PROCEDURES a 35 submittal outline specifications Before starting work on project specifications the A amp E personnel who prepare the project specification shall confer as necessary with the PM to ensure a clear understanding of current Government requirements After the preliminary architectural and engineering studies have been completed and the basic features of the proposed design have been established but before any detailed preparation of project specifications is begun an outline specification shall be submitted as a part of the 35 submittal
14. which has a value of 5mm To incorporate this standard in AutoCAD the user must have the NatCadStndFULL ctb file within the program files of AutoCAD i e C or D program files VAutoCAD LT 2002 plot styles Now whenever the user goes to the print screen in AutoCAD they can select this new file for their pen assignments 91 D Exploring D Program Files AutoCAD LT 2002 Plot Styles File Edit View Tools All Folders Help Contents of DAProgram Files AutoCAD LT 2002 Plot Styles 89 1 Volo View Express specs _ Support Seg E as builts 1 Alvin Ff Seagate Crystal Repo 4 1 Temp Ed Winnt 5 AutoCADLT Colorde 3 9 88 5 17 AM D 1KB AutoCADLT Plot Styl 3 9 88 5 16 AM 1 Acrobat B Sha 7 30 02 9 19AM A 8 1 here is the file nested within the correct 7 17 03 6 39 PM HC Circulate program file 7 21 03 12 10 PM A T d program files 7 17 03 7 38 AM C 3 9 99 5 16 41 1386 AutoCADLT Color de 8 5 02 3 48 PM 4 Orant m ctb AutoCADLT Color de 3 9 88 5 15 AM C Program Files A monochrome stb 1KB AutoCADLT Plot Styl 8 5 02 2 27 PM H Adobe m NatCadStndMono ctb 5KB AutoCADLT Colorde 7 21 03 10 33 AM RA AutoCAD LT 2
15. 10 2 11 2 12 2 13 3 1 2 2 3 3 3 3 1 3 3 2 3 3 3 4 1 4 2 4 3 4 4 CONFERENCES AND INSPECTIONS ieu r an erp hr Repeat nta ua 13 DESIGN SCHEDULE AND PROGRESS REPORTING 14 SITE INFORMATION rrr yr rure Ea Ee RE Pn ara p eu d 14 SURVEYS i M Y 14 SUBSURFACE CONDITIONS iiir sse 14 CONSTRUCTION 5 15 OCCUPATIONAL SAFETY AND HEALTH STANDARDS 15 CONSTRUCTION AND OPERATING 15 SECURITY CLEARANCES xc 16 CAMERA E EUM EE NEU 17 SAMPLE CONTRACT A amp E PROGRESS 18 SUBMITTAL REQUIREMENTS INTRODUCTION enr DP 19 A amp E SBAL ON DOCUMBENTS 19 DESIGN SUBMITTALS c n eR pou ERE RUE Ex ERES 19 35 SUBMITTAL 20 21 FINAL SUBMITTAL 2 cute 24 BASIS OF DESIGN INTRODUCTION c 27 BASIS OF DESIGN SUGGESTED 27 REVENU
16. Anthracite Coal 28 300 000 BTU per short ton Bituminous Coal 24 580 000 BTU per short ton Purchased Steam or Steam From 1 000 BTU per pound Central Plant High Temperature or Medium Use the heat value based on the Temperature Water from Central temp of the water actually delivered Plant at building five foot line Form T 2 43 ENERGY ANALYSIS Date A amp E Contract No N62470 D Construction Contract No N62470 C Project Title Location Person to Contact Name Telephone Estimated Tonnage Design Energy Tar get 5 ALTERNATIVES 4 ZONES 1 Alternatives describe architectural electrical or mechanical alternatives If mechanical list primary and terminal equipment energy source steam electrical mechanical etc and air or water cooled heat rejection Description FOR CHERRY POINT USE ONLY D REMARKS a b c d A Approved or Approved with Remarks D Disapproved 2 Include best available copy of floor plans showing zones and equipment Cherry Point Approved Alternatives amp Zones NAME DATE Form E 1 44 PROJECT SUMMARY DATA FOR MECHANICAL SYSTEMS 1 Project Title and Location 2 Total Project Construction Cost 3 Building Type Administration New Structure Applied Instruction Renovation Barracks MEME Addition 415 Industrial Other note EN Institutional ES 4 Buildin g Conditioned Floor Area Sq Ft A C Sq Ft
17. ENGINEERING HIS z e e ARE o go I I selon 20 i o 5 MATCH LINE e iB ud GRAPHIC SCALE uloo DELETE THIS TEXT AND TURN OFF LAYER sz c c THAT YOUR PARTICULAR GRAPHIC SCALE IS ON is 12 0 1 2 3 4 5 d el no coon SCALE 1 2 1 0 cue AS SHOWN SHOWN 4 0 4 8 sec 00 0000 ru qu 62470 00 0 0000 CU UEM _ FIGURE 5 2 3 PAGE 62 S901 ONIuOS 108 WAR vo GHOD3 JLMOSAY SY O30H1 SNOO LON TINOHS 30043u3H1 ONY SJONIMANI WAU ONY TIVINTWH NOLLYIWA 3univu3aw31i 1YNOSY3S HUM 3ivniOmd AYW NAAN Y3LYMONNOHD NOHOnHISNOO dO AWU 3HL 4Y NOUYASI3 W31YMONnOHS 1N3S3Ud3M ANYYSSJOFN LON OQ ANY SNOILYOUS3ANI a30v4unsans JHL JO JML JHL lY 0 3H3 4 SNOUVAH3JSSO IIAN M31VM JUV 1H913M 1 SLNINOdNOD AWYQNOO3S 30 SNOUYOJOYd BALVIAY 3dAL HO OML JO ONUSISNOD S31dWYS WOS 179176 Wanda 05 9 QNY seu anos ou 0 4 IRJOUSd REST IAU BIT SY O31YOKINI ot SWS O1 N OHS LON SONIUOR ATZALD3dS3Y 812 0 ONY 9122 0 VL Sv u34 SY 03NIWV3130 S314vs TOS 4O 1 0H38U31LY ONY 1N3 NOO BYOLSION WYNN 341 5 1931 ANOLVUORV O31N3 amp 14d nS NOUYNINYXI TYASIA 40 SISWE NO 5251 HLM 3ONYOMOOOY NI TOS 30 2530 16260 WAISAS NOUYOUISSY
18. FED File Number 1234 Building number drawings specify work on if applicable Building 101 Disc Creation Date 4 July 2000 File names will be NAVFAC drawing number s 1234567 dwg 3 In general follow the TSSDS National CAD standards All specific standards shall be identified and approved by Government PM Standards for facility design drawings will be different in many cases fro m those used for mapping For layer names the A amp E Consultant shall provide hard copy of layer list to the PM 4 Graphic drawing contents WILL be created at full scale 1 1 in model space and plotted at 1 1 in paper space Drawings WILL be prepared using font and text sizes as stated in paragraph 5 2 of this manual 5 Each AutoCAD dwg file drawing sheet shall have the file name amp plotted scale which will be 1 1 paper space used to create the presentation hard copy listed in the lower right hand corner 6 A amp E will electronically submit a copy of all AutoCAD 2002 drawing files on CD R which will be left OPEN 7 Block amp referenced files may be used in the file creation HOWEVER the individual drawing files shall be BOUND together as ON E file prior to burning CD R 88 CHERRY POINT CAD STANDARDS Rev Date 08 20 03 8 For mapping and site plan creation of Cherry Point facilities All horizontal coordinates shall be N C State Plane NAD83 All vertical points shall be USGS d atum NGVD88 Above shall be used for all site plans unl
19. Heated or Sq Ft Heated and A C 5 Air conditioning System Description DX Split System Air Cooled Recip Chiller etc a Total Tons GPM Ton Chilled Water b Total Sq Ft Ton GPM Ton Cond Water 6 Air Conditioning System Description Airside Constant Volume FPVAV etc a Total CFM Vent O A CFM SF b Vent O A CFM Vent O A CFM Person c Total CFM Sq Ft d Total CFM Ton 7 Heating System Description District Steam Oil Fired Boiler etc a Capacity MBH b BTUH Sq Ft 8 Design Data Summer OADB Winter OADB Lights Summer OAWB Winter IADB Watts SF Summer IADB Wall U Value Summer IARH Glass U Value Roof U Value _ Form MS 1 45 4 6 5 HEATING PLANTS AND HEATING PLANT ADDITIONS a Before stating the type of fuel to be used and an economic comparison of the selected fuel with other available fuels contact the Cherry Point M echanical Engineering Branch for the latest criteria for fuel selection b Describe new boilers including size pressure and type c Describe any new auxiliaries to be added and what source of power will be used for their operation d Describe the fuel storage and conveying system to be installed e Describe the safety and combustion control systems utilized and how they will perform 4 6 6 REFRIGERATION COLD STORAGE a Identify areas to be refrigerated indicating their usage and temperatu res to be maintained b Describe type of
20. The services of a system safety consultant may be necessary to produce this document 4 8 ELECTRICAL 4 8 1 ELECTRICAL SYSTEMS a Interior distribution systems 1 Electrical characteristics phase voltage and number of conductors 2 Breakdown by category of the estimated connected loads demand factors and demand loads for each category total demand load diversity factor and total diversified demand load Load categories shall include the following 48 a Lighting load b Convenience outlet load c Mechanical equipment load such as heating air conditioning etc d Special operating equipment loads such as compressors generators pumps and power receptacles being provided to serve special equipment e User equipment loads f Miscellaneous other loads 3 Type of wiring system such as rigid conduit electric al metallic tubing nonmetallic sheathed cable etc and where proposed to use Current criteria prohibits embedding aluminum conduit in concrete Current projects should be reviewed to make sure that conduit pipe bars anchors flashing or other alu minum parts are not embedded in concrete 4 Type of conductor and insulation material such as CU THW AL XHHW etc and where proposed to use 5 A statement describing proposed standards of design such as voltage drop lighting intensities t ype of light sources and a statement regarding the use of selective switching or other energy conservin
21. User Manual Type B OMSI Do not use if maintenance and repair information is required 1 Operating Manual 2 User Manual Type C OMSI User Manual The degree of OMSI required will vary with the complex ity of systems and type of facility a Facilities having complex systems such as the following would normally require a Type A OMSI Petroleum Oil and Lubricant POL Transfer Loading Facilities Large Complex Computer Operations Center Training Facilities with Complex Systems Aircraft Maintenance Shops Missile Assembly and Maintenance Shops Ship Maintenance Shops Laboratories Central Refrigeration Plants Medical Facilities Command Communication and Operation Centers Power Plants Heating Plants Industrial Waste and Sewage Treatment Plants Water Supply Treatment and Storage Potable Plating Shops 85 b Less complex facilities where proper operation of the facility or system is critical a Type B OMSI may be appropriate as follows may require Type A OMSI if maintenance and repair information is needed Operation and Training Facilities Miscellaneous Utilities c Rather simple facilities such as BEQ BOQ Chapels Admin Facilities Warehouses and Community Facilities us ually require a Type C OMSI Depending on the complexity of a particular system even a simple facility such as a Child Care Center could need a Type A OMSI to provide an OMSI Operation and Maintenance Manual for that system e g Variable Air V
22. amp E evaluation of VECPs shall include the advantages and disadvantages of the VECP and economic analysis amp justification for recommending approval or rejection of the VECP In order to avoid tacit delays to construction Government processing time for VECPs is held to 21 calendar days from the date the ROICC receives the VECP package from the contractor Accordingly the A amp E shall complete and forward consultation reports on VECPs to the ROICC and PM within five 5 working days from the time of receipt When the VECP is of the nature that the response requires additional time the A amp E shall notify the ROICC as to the expected date of responses 8 2 SHOP DRAWINGS SUBMITTAL REVIEW To the extent negotiated in the design contract or task order checking of shop drawings submittals is the A amp E s responsibility The A amp E shall provide and use a shop drawing approval stamp similar to the one shown in Figure 8 1 to process shop drawing submittals NOTE Shop drawings submittals shall include all submittal descriptions as listed in Section 01300 Submittals of the construction contract specifications 8 2 1 GOVERNMENT IS APPROVING AUTHORITY The construction contractor for the project has been instructed to forward to your office for review all shop drawings manufacturer s data certifications and samples except those designated for LANTNAVFACENGCOM s approval as follows 81 TRANSMITTAL FORM SUBMITTAL SAMPLES 4 7
23. and A amp E 8 2 2 MISCELLANEOUS SUBMITTAL REVIEW ASPECTS a When a submittal must be revised by the A amp E due to such reasons as changed Government requirements or correction of design deficiency it must be forwarded to the PM with an explanation for the new requirements and the estimated change in contract price for the contractor to comply with the new requirements b Only certifications which state that item submitted complies with the contract requirements are acceptable A statement that the item submitted is equal to or better than the specified item will not suffice 83 c When a submittal cannot be reviewed within two weeks the ROICC must be advise d of the estimated date of review completion d Mail Cherry Point s submittal copies to the address shown ATTN Code SUB 8 3 OPERATION AND MAINTENANCE SUPPORT INFORMATION OMSI OPTION To the extent negotiated in the design contract or task order preparation of OMSI manuals is an A amp E responsibility manuals are developed during construction of a facility to provide the Activity with clear comprehensive data needed to safely and efficiently operate and maintain the actual products and systems built into a facility The principal OMSI elements which may be included in the manuals are Operation and Maintenance Manual X X X X X X Overall system configuration and operation System flow diagrams Start up normal operation and sh utdown p
24. are combined in one person one signature only is necessary otherwise the ROICC will sign in the space provided S N 0105 LF 003 0205 90 5 Government Printing Office 1988 505 007 90632 2 1 PAGE 8 NAVFAC 7300 41 7 85 NAVAL FACILITIES ENGINEERING COMMAND CONTRACTOR S INVOICE KKKKK SAMPLE dA INVOICE pate 1 Nov 1999 INVOICE NUMBER 1 FROM Smith Architects Box 000 NC 60 Charge of Construction VIA Resident Officer in Charge of Construction 1 Below is a Statement of Performance under Contract __N62470 97 D 0000 Marine Corps Air at Station Station Cherry Point North Carolina The enclosure provides breakdown of this statement of performance A Total value of contract through change 100 000 00 B Percentage of performance complete REED 20 06 C Value of completed performance 25 000 00 D Less Total of prior invoices 0 E Amount of this invoice 25 000 00 Signature and Title Joe Smith President THIS SECTION TO BE COMPLETED BY THE GOVERNMENT s xxx FIRST ENDORSEMENT Date FROM ROICC TO Payment is recommended as follows A Amount of work completed to B Less Total of prior invoices C Amount of this invoice S D Less Retention this invoice O to 10 of Item C Total retention prior invoices Other deductions E Sub total F Less previous payments G Recomended amount fOr m paymen
25. assure access to physically handicapped persons unless its intended use is specifically restricted to able bodied military personnel Able bodied military personnel are defined as those military personnel considered to be physically fit for duty At lea st five percent of family housing units at an installation and not less than one unit shall be accessible g Computation of gross floor area should be done per MIL HDBK 1 190 latest edition and should be indicated on the drawings h Analysis of Lif e Safety Code NFPA 101 requirements for all occupancies involved Determine occupancy classifications calculated occupant load number and size of exits and other requirements Describe unusual or critical code requirements and indicate how such requirements will be met 1 Describe special construction features incorporated into the facility such as barred windows special wall roof construction raised computer flooring RF Shielding HEMP protection etc 1 The architect shall identify to the s tructural designer all partitions 1 non load bearing walls full height and less than full height so that required strengthening can be determined These considerations shall include seismic wind and other dynamic loads applied to these walls The partitions may be wood or steel stud framed or CMU Appropriate control joints shall also be considered 4 4 STRUCTURAL a Description of foundation conditions type of foundation to be used m
26. b Use the current version of the publication and avoid reference to specific paragraphs in the publication unless the paragraphs referenced are the only portions of the publication that are applicable to the specific project c Avoid repeated references to a publication within the same section d Read carefully all Notes on the Use of the Publication e Specify types classes weights and similar applicable characteristics required to ensure accurate description 6 4 SPECIFYING NEW MATERIALS From time to time requests are made to consider the use of materials which are comparatively new The fact that a material is new should not necessarily bar its use provided it has been thoroughly investigated Neither should previous use place a material in an approved category Usually service records of new materials do not exist It is necessary therefore to base judgments upon laboratory tests Such tests in order to be accepted as authoritative should be made by impartial qualified laboratories Tests conducted by laboratories employed by manufacturers do not always show possible 65 defects in the material tested Unless a material is tested under the conditions of actual use or comparisons are made under like conditions the results are not conclusive Most reputable manufacturers will furnish readily all requested information and answer all reasonable questions Unless the manufacturer of a new material furnishes factual data suff
27. control where deemed necessary will be considered an integral part of all design and construct ion projects Such controls will be generally limited to areas actually scarred or denuded in the process of constructing a project Dust and erosion control will not be confused with landscaping The 35 submittal will contain the necessary design data outline specifications and costs for dust and erosion control measures where applicable The Basis of Design will include a statement regarding the type of treatment selected affecting areas and reasons for selection of type and determination of area s b Erosion Control Plan for projects in North Carolina An Erosion Control Plan ECP must be filed with the Department of Environmental Management DEM Land Quality Section Wilmington or Washington North Carolina for projects which disturb more than one acre of land The ECP should be filed with the State at the Pre final design stage The A amp E shall forward the ECP application along with the appropriate application fee to the PM for final review signature and submission to the State Permit fees shall be included in the A amp E s contract Appendix A The A amp E of record is responsible for coordinating with DEM and obtaining written approval for the ECP 4 5 9 CATHODIC PROTECTION amp PROTECTIVE COATINGS Cathodic Protection CP is required for all underground or submerged structures on which corrosion may have severe environmental or struct
28. disks may also be requested 2 Outside Design Conditions The following outside design temperatures shall be utilized in the design of all new and rehabilitation type construction excep t for critical areas where specialized technical requirements demand exact humidity or temperature control For these areas use 1 dry bulb temperature and 1 mean coincident wet bulb temperature for summer 99 dry bulb for winter as listed in NAVFAC P 89 38 OUTSIDE DESIGN TEMPERATURE Air Condi Degree Winter Degree Air Condi tioning Days Design Days tioning DOD Design Data Cooling Data Heating Criteria Data Design D Bulb W Bulb Energy SITES IN D Bulb MCWB D Bulb 93F 80F 73F 67F Budget 2 1 296 97 1 296 HOURS HOURS Region Cape Hatteras 86 77 1550 27 273 0 832 15212771 4 Cherry Point 90 78 1922 24 2832 23 1055 1342 2760 4 Camp Lejeune 90 79 1810 23 2901 30 1020 14812870 4 MCWB Mean Coincident Wet Bulb Temp 2 1 2 DBT 3 The sequence of operation for the automatic temperature control system should be shown on the drawings b Heating 1 Comfort Heating The heating inside design temperature for personnel comfort should be 689F 20 C for administrative and living areas 55 OF 12 89C for working areas and 409F 4 4 C for storage areas for the prevention of freezing 2 Describe the source of thermal energy that will be used such as extens ion of central high pressure steam with meter hot water wit
29. during the course of construction These may result in preparation of amplifying drawings specifications amendments change orders and cost estimates to correct errors omissions inconsistencies between drawings and specifications conflicts in dimensions lack of detail or poor design quality in the draw ings and specifications Amplifying drawings specifications amendments change orders and cost estimates shall be prepared per the provisions and standards set forth in this A amp E Guide In such cases the A amp E shall assure through discussions with the ROICC the timing required for preparation of such documents to minimize delay to the construction It is expected that the A amp E will provide a response to an RFI not later than three 3 working days after notification Where the response to an RFI requires additional time the A amp E shall notify the ROICC as to the expected date of response b Reimbursable Consultation In addition to non reimbursable consultation reimbursable A amp E services may be required for specialized consultation with Cherry Point an d ROICC personnel either at the site of construction or in the A amp E s office regarding matters of a nature not included under General Paragraphs of the A amp E Contract If reimbursable consultation is required the PM will address during A amp E contract negoti ations 8 1 2 CONSULTATION REPORTS 8 1 2 1 EVALUATION OF CONTRACTOR PROPOSED EXCEPTIONS OR VARIATIONS TO THE CONTR
30. each including 1 Typical bay member sizing and cost comparisons of alternate structural systems 2 Horizontal force resisting system for wind and earthquake 3 Consideration of unusual geometry long span high bay deep cuts etc 4 Consideration of heavy equipment supports 4 5 CIVIL 4 5 1 SITE PLAN a Provide site plan showing layout and utili ty connections It is Cherry Point s policy that site plans shall be drawn to a scale of 1 2 25 whenever feasible allowing for ease of conversion to the metric system and aid in the eventual compilation and updating of utility and planning maps 29 b Describe and quantify the dredging requirement proposed disposal plan status of the dredging permit and status of the Environmental Impact Statement EIS Identify dredge depth and quality control procedure requirements 4 5 2 ENVIRONMENTAL CONSTRUCTION AND OPERATING PERMITS a Identify with a narrative description the pollution that will be generated on site during construction and a proposed method that can be specified to control the pollution A detailed description of construction pollution con trol shall be outlined in the basis of design for air pollution pollution to ground and surface waters and the central prohibited discharges to on site sewage systems Provide as appropriate the elements proposed for final design needed for a Storm Water Pollution Prevention Plan b Environmental Operating Permits Identify by a
31. expected end to end control accuracy d Describe the hard wired control logic scheme provide a typical ladder logic diagram to illustrate the method to be used on the contract drawings e Describe the control programming scheme ladder diagram logic preferred function block logic acceptable Provide a typical diagram to illustrate the method to be used on the contract drawings f Describe the control program development system input output and st orage device s describe the control program development tools to be provided both hardware and software 53 g Describe the operator s control station panels and provide a general plan and panel layout h Describe the communications scheme to be impl emented throughout the system and between the I amp CS and other related systems within the project 54 SECTION 5 DRAWINGS SKETCHES 5 ARRANGEMENT AND PRESENTATION OF DRAWINGS Drawings should be arranged in the following order per National CAD Standard Unif orm Drawing System 01 1 current version National Cad Standards On the internet refer to WWW NATIONALCADSTANDARD ORG Level 1 Sheet Discipline Designators G Ti O Title Cover sheet GI General inform ation index of drawings symbol legend orientation maps GC General construction construction staging areas fencing schedules soil erosion control GR General resources photos soil borings Hazardous materials HA Hazardous asbestos
32. intended to save the time required for submittal preparation and review and not too short cut project development When the formal submittal is waived the A amp E shall at the 3596 design stage cont act the activity submit the design as developed thus far assure mutual understanding of scope and discuss functional and or operational requirements which impact the design and or the construction Concurrently the A amp E shall coordinate with Cherry Poin t regarding project scope and development i e guide specifications cost estimating fire protection etc 3 2 A amp E SEAL ON DOCUMENTS A principal or authorized licensed certified employee shall apply a stamp or computer generated seal to final and com plete cover sheets of plans drawings plats technical reports and specifications A stamp or computer generated seal shall also be applied to each original sheet of plans drawings or plats prepared by the Registered Architect or Professional Engineer or someone under their direct control and personal supervision a All seal imprints on final documents shall bear an original signature and date b Incomplete plans documents and sketches whether advance or preliminary copies shall be so identif ied and need not be sealed or signed c All plans drawings or plats prepared by the Registered Architect or Professional Engineer shall bear the Registered Architect or Professional Engineer s name or firm name address and project name d
33. loads and types or classes of roads under consideration with justification for any deviation from criteria thicknesses for these classes c Evaluate existing pavement conditions for reuse Indicate residual structural valves for each differing pavement d Note condition of adjacent drainage features 4 5 7 AIRFIELD PAVEMENT a The relative economies of rigid and flexible paving are constantly changing with the improvement of design features and construction techniques and with the development of new products These factors are of significant importance in both new pavement construction and in the rehabilitation of existing pavements All projects require careful study and evaluation of the in place materials and the proposed 33 construction materials For these reasons Cherry Poi nt will review carefully the proposed design cross sections on all major airfield paving projects b State general soil conditions with a brief outline of soil exploration and testing performed c Identify design wheel loading type of aircraft any abnormal operating conditions d Identify type of pavement bituminous concrete reinforced etc e Note deviations from Naval Air Systems Command planning standards with reasons therefor f Describe method of handling storm drainage g State type of lighting to be provided Evaluate adequacy of existing runway and taxiway regulator capacities 4 5 8 DUST AND EROSION CONTROL a Dust and erosion
34. narrat o 58 IV TS ES sa hes ibid 58 MATERIAL SYMBOLS ON 58 24 444 22 1 59 RELATION OF DRAWINGS AND SPECIFICATIONS 39 WEN DINI Som 59 5 12 5 13 6 1 6 2 6 3 6 4 6 5 6 6 6 7 6 8 6 9 6 10 6 11 6 12 6 13 6 14 7 1 7 2 COMMON DISCREPANCIES IN 60 BORING LOG PRESENTATION ebbe 60 FIGURE 5 2 2 TITLE BLOCK 5 62 FIGURE 5 14 1 SAMPLE BORING LOG 63 SPECIFICATIONS GENERAL REQUIREMENTS FOR THE PREPARATION OF PROJECT ius MISIT Oc 64 GUIDE SPECIFICATIONS Coepit 64 T 65 SPECIFYING NEW 65 PROPRIETARY AND RESTRICTIVE REQUIREMEBENTS 66 PRE QUALIFICATION STATEMENTS AND EXPERIENCE REQUIREMENTS ST HRS 66 c 67 MISUSE OF WORDS recien pec 68 USE OF ABBREVIATIONS AND 5 69 STANDARD PLATES SKETCHES AND DETAILS
35. of load shedding during peak energy consumption r For HVAC systems utilizing gas propane or natural as heating source ensure specifications for the HVAC unit require contractor to furnish unit compatible with gas source 2 STEAM STANDARDS a Minimize the use of steam manholes T hose that must be used are to be raised 12 above finish grade and provided with full grated top b Do not install steam pits within mechanical rooms c Equip steam manholes with steam ejector pumps Add electric sumps where steam 15 turned off during the summer d Use schedule 80 black steel carrier pipes for buried steam condensate lines e Use welded valves in steam pits Inside buildings flanged valves are permitted f Use Link Seals on steam and condensate piping where they penetrate manhole walls 95 g Usein line filters before regulators on low pressure steam h Specify steam control valve actuators that can withstand the heat conducted from steam lines and equipment 96 ATTACHMENT C CHERRY POINT CIVIL STANDARDS Date 12 20 99 Point of contact at Cherry Point regarding these standards is Phil Fisher at 252 466 4714 Specific Civil Engineering Specification Standards The purpose of Civil Engineering Specification Standards is to list the desired standards for materials and construction desired by the Civil Division FED MCAS Cherry Point NC Cost data and contractors are listed where available By SPEC Section the change
36. protected area away from extremes in temperature and humidity 4 Provide two telephone pairs from telephone backboard to FID MUX backboard 5 Provide a communications interface compatible with the EMCS on projects that utilize a Direct Digital Control DDC system 4 8 3 INSTRUMENTATION AND CONTROL SYSTEMS a Describe the demolition of any existing Instrumentation and Control System I amp CS to be removed Identify any equipment to be salvaged Identify any equipment to be relocated or reused b Describe the overall process to be controlled and the overall control philosophy Indicate the control system inputs from the process and the control system outputs to the process Describe the process sensors and signals and describe the control system signals and actuating devices Describe the control algorithms to be implemented Provide a general sequence of operations Indicate a typical func tional diagram for control of the major processes similar to a Scientific Apparatus Makers Association SAMA diagram or a function blockware diagram c Describe the control equipment signal processing scheme i e electric analog or digital single p rocessor or distributed processors programmable logic controller based personal computer based single loop controller based multi loop controller based or mini computer based Indicate the expected update frequency for critical typical and non critical data points in the system Indicate the
37. refrigeration equipment and systems 4 6 7 FUEL DISTRIBUTION AND STORAGE a Gas 1 Describe type location of take off from supply and available pressure 2 Identify type and materials for pipe and v alves b Liquid Petroleum Products 1 Describe unloading facilities such as dock tank car or truck 2 Describe type of system and proposed features 3 State basis for storage capacity rate of pumping and number of dispensing outlets 4 Describe power supply power requirements and hazard classification 5 Identify type and materials for pipe tank and valves 46 4 7 FIRE PROTECTION AND SAFETY 4 7 1 FIRE PROTECTION SYSTEMS a Automatic sprinkler and gaseous extinguishing system piping layouts shall not be designed i e a piping plan will generally not be provided to show new work Such a plan may be necessary to indicate existing piping sizes and locations or to show pipe routing where interference problems exist In i nstances where architectural and interior design features are critical e g lobbies clubs BEQ BOQ rooms it may necessary to show sprinkler head or piping locations A schematic riser diagram is required and points of connection must be identified b Describe fire detection and alarm systems including location of detectors manual stations audible devices control panel etc Number of conductors shall not be indicated unless required to ensure proper interface with existing systems or for unusual
38. requirements the submittal shall be stamped DISAPPROVED dated and signed The reviewer s section of the transmittal form shall be completed and both transmittal forms and submittals distributed as follows 82 TRANSMITTAL FORM SUBMITTAL SAMPLES Contractor 1 4 ALL FED 2 2 0 A amp E 1 1 0 Total 4 7 Additional quantities returned to contract or FED will distribute one copy each of the transmittal and submittal to the PM and one copy to the ROICC c Proposed deviations from the contract requirements If the contractor proposes a deviation from the contract requirements it must be support ed by the following information 1 Reason for the proposed substitution 2 If material or equipment is unavailable document efforts made to procure 3 Complete technical data on the proposed substitution sufficient to determine acceptability 4 Acknowledge that all changes caused by the proposed substitution will be the responsibility of the contractor and at no additional cost to the Government 5 Proposed change if any in the contract price and or time These submittals shal l be reviewed but not stamped The A amp E comments recommendations and reviewer action shall be noted on one copy of the transmittal forms the unstamped submittals and cost estimate shall be forwarded to the PM Upon completion of review by Cherry Point the submittal will be stamped dated and signed and distribution made to the contractor ROICC
39. that are crowded Prior to final submittal an overlay should be made of plumbing mechanical electrical and communication equipment in the space to verify required clearances and access space The sequence of operation control diagrams and point schedules for the temperature control system should be shown on the drawings 21 3 Color Design if applicable a Finish schedule with color code columns completed with the appropriate color codes b Where other than usual painting or wall covering schemes or ceramic wall tile graphics built in equipment or window treatments are used labeled floor plans elevations and sketches using the color codes as necessary should be drawn c A color legend along with color notes should be completed referencing and specifying all finishes used in the finish schedule d A color board identifying all finish colors listed in the finish schedule labeled with appropriate color codes The board should be a reas onable transferable size maximum size 20 X 30 e Check with activity to ensure that collateral equipment list is accurate If necessary revise the collateral equipment list and furniture footprint 4 Specification photographic copies of fully edited guide specifications supplemented as required are acceptable Specifications must be thoroughly edited for coordination with the drawings See Section 6 5 Cost Estimate See Section 7 a Computerized Estimate MEANS M
40. the assigned Cherry Point PM who will furnish design guidance necessary for the successful execution of the work 2 4 CONFERENCES AND INSPECTIONS Prior to submitting a fee proposal unless exempted by the PM it is the responsibility of the A amp E to visit and inspect the location of the work and to become acquainted with all pertinent local conditions All conferences with Station personnel including telephone conversations consultation etc that involve some question of scope primary design element or other consideration of basic import shall be submitted in writing by the A amp E to the Project Manager The general intent being that the PM will be fully apprised of all factors affecting the project The contract scope of work or schedule of performance shall not under any circumstances be modified without a contract modification 13 2 5 DESIGN SCHEDULE AND PROGRESS REPORTING It is the responsibility of the A amp E to be fully cognizant of the contractual requirements of the schedule of performance A report shall be provided to the PM once a month for all task orders in the contract A amp E may report separately or all on one report Suggested format of the report is contained at the end of this section 2 6 SITE INFORMATION Any available information relative to existing conditions at the site of the construction will be furnished to the A amp E who unless fee negotiations establish otherwise s hall evaluate and verify such i
41. using commercial anti virus software 89 CHERRY POINT CAD STANDARDS Rev Date 08 20 03 CAD LINEWEIGHTS SETUP PURPOSE To review and assure a common understanding of the standard needed for our AutoCAD drawings PROBLEM BEING SOLVED As an AutoCAD dwg file is converted to PDF file a process needs to be established to assure line weights are carried through STANDARD When starting a new AutoCAD drawing file use the National CAD Standards for the line weight definitions This will allow a con version to PDF that carries forward the line weight bold that was anticipated when the drawing was drawn in AutoCAD The National CAD Standard states AutoCAD users assign line weights to color Example if a user wants a heavy line border line they w ill have the color magenta set at Smm or any thick value Any line used then that is magenta will be printed bold There is a standard plot style for this and the file is NatCadStndMono ctb The whole aim of layer color standardization is to allow ease of communication with other professionals A bold line created in California should be bold when printed in North Carolina 90 HERE IS THE NAME OF THE PLOT STYI F FIT F AutoCAD LT E Guthrie 3 File Edit View Insert Format Tools Draw Dimension fodify Window Help m Txcx nri Plot Style Table Editor NatCadSindFULL cth 188 lt here is the color General
42. xj File Edit View Insert Format Tools Draw Dimension Modify Window Help zig Be nr vmm D 1 Plot Layout name r Page setup name Layoutl Save changes to layout Select page setup to appy gt z Ww Plot Device Plot Settings AUTOCAD PRINT Plotter configuration ARGON SUH cis REGULATOR iip VIEW PHOT Plotter Hint here is the file for scription plotter configuration the new standard m Plot stamp On Settings Plot style table pen assignments Name NatCadStndF ULL Edit New What to plot r Plot to file 6 Curent tab Plot to file Filename can3 Layoutl plt C All layout tabs Number of copies Cancel Help 536361 SNAP GRIDI OATHO POLAR GSNAP LWTIIPAPER 93 ATTACHMENT B CHERRY POINT MECHANICAL STANDARDS Date 12 20 99 Point of contact at Cherry Point regarding these standards is Robert Lawrence at 252 466 4706 or Paul Cline at 252 466 4707 1 HVAC STANDARDS a Keep mechanical equipment AHU s etc off of roofs if at all possible Mechanical designs must consider the fragility of roofs Install mechanical equipment at ground level and screened from view Discuss alternatives with architect b If equipment is installed on roofs use equipment manufacturers standard cu
43. 002 tm NatCadStndMonoHalf ctb 5KB AutoCADLT Colorde 7 21 03 1 30 PM 11 Dw WT NatCadStndMoncPDF ctb AutoCADLT Colorde 7 22 03 7 42 AM 11 Fonts T NatCadStndMonaTEST ctb 5KB AutoCADLT Colorde 7 22 03 7 46 AM 1 Help Sample Floor Plan Architectur 1KB AutoCADLT Plot Styl 2 4 99 6 17 PM E Plot Styles S ample Floor Plan Base stb 1KB AutoCADLT Plot Styl 2 3 98 10 51 AM Floor Plan Electrical stb 1KB AutoCADLT Plot Styl 2 4 89 7 39 PM or Plan_Lighting stb 1KB AutoCADLT Plot Styl 2 4 99 7 39 PM ig 100 ctb AutoCADLT Colorde 3 9 99 5 14 AM ing 25 ctb 5KB AutoCADLT Colorde 3 9 88 5 14 AM ctb AutoCADLT Colorde 3 9 99 5 14 AM creening 75 ctb AutoCADLT Colorde 3 9 99 5 13 AM 22 object s 70 5KB Disk free space 267GB PLEASE BE AWARE To adapt printer settings for different applications use natcadstndfull ctb for AutoCAD dwg full size prints natcadstndhalf ctb for AutoCAD dwg half size prints 11x17 and natcadst ndpdf ctb for Adobe Acrobat Writer PDF conversion 92 When you go to plot within AutoCAD select this file as shown below Now the plotter and acrobat writer will create your drawings with line weights assuming the drawings were created using these colorMine weight relationships A LT sl
44. 9 kerf wj 51 98 49 217 30 9091 ONS ANTANI POTAH SK JUJA Aare sown ue 20 1018 eeif Joi esum ied Tawny roc OWS oi pue 1718 4938 2305 0 z i 79 8 45 3 avs eg wn L7 5 4 K un s SNR NT SECTION 6 SPECIFICATIONS 6 REQUIREMENTS FOR PREPARATION OF PROJECT SPECIFICATIONS The project specifications form a part of the contract documents Format and general instructions for the preparation of project specifications are included in the current version of MIL HDB K 1006 1 Policy and Procedures for Project Drawing and Specification Preparation previously NAVFAC DM 6 Specifications are required to be in the current version SP ECSINTACT format based on Cherry Point guide specifications copy can be obtained from PM edited and supplemented to suit the particular project Scan all computer disks submitted for viruses using a commercial anti virus scanning program The specifi cations shall be as brief as possible definite and free of ambiguities and omissions which might result in controversies and contractor claims for additional compensation 6 2 GUIDE SPECIFICATIONS Guide specifications of NAVFAC NFGS Series shal
45. ACT DOCUMENTS In addition to the general requirements consultation reports on A amp E evaluation of construction contractor proposed exceptions or variations to the contract documents shall address a Whether the proposed substitution is of equal better or lesser quality than the design requirements b If of lesser quality the difference in value 80 c If of equal or better quality the advantages to the Government in accepting the substitution at no change in contract price 8 1 2 2 EVALUATION OF CONSTRUCTION CONTRACTOR VALUE ENGINEERING CHANGE PROPOSALS VECPs The purpose of a VECP is to achieve savings in cost by adjusting the de sign so as to permit more economical methods and materials of construction and still maintain the operational functional and aesthetic quality of the facility Note that a construction contractor VECP differs from a construction contractor proposed variation or exception to the contract documents in that a VECP must maintain at least the same level of quality as in the original design while a proposed variation or exception could lower the quality of construction Under the VECP program the contractor and Government share in the savings resulting from acceptable proposals while a full credit deduct in the construction contract price is taken for approved variations or exceptions which are of lesser quality than the original design In addition to the general requirements consultation reports on A
46. CASES etc 1 Computer run estimate 2 Marked 35 estimate 3 Vendor manufacturer quotes b Manual Estimates 1 Backup estimate with summary sheets 2 Marked 35 estimate 3 Vendor manufacturer quotes c Bid Items if estimated construction cost exceeds construction funds available identify in conjunction with the activity additive bid items and respective values with detailed back up estimates required to produce a base bid within available construction funds See Section 6 13 for additional information 22 6 Draft Environmental Construction and or Operating Permit s 7 Calculations engineering calculations shall be neat legible logically ordered bound and indexed Design data shall be clearly stated Formulas and reference sources shall be cited Designers and checkers shall initial and date each computation sheet Upon request A amp E firms using computerized design procedures must submit in conjunction with calculations a A description of the type s and configuration s used b Copies of all pertinent input and output data c Documentation of each program may be requested including a written summary of the program intent and function assumptions formulas numerical metho ds used nomenclature limitations of the program and references used in developing the program In the event non proven programs are used a computer run by the A amp E for check problems may be required by the reviewer for verificat
47. Command Bi d items shall not be indicated on the drawings or referenced anywhere in the Specifications without prior approval of the PM Do not use the term alternate to represent additive bid items Deductive bid items are not permitted 6 13 FEDERAL AND MILITARY SPECIFICATIONS The importance of obtaining the necessary Federal and Military Specifications cannot be over emphasized particularly when the A amp E has shop drawing approval responsibility Federal and Military Specifications that are referenced in MIL BUL 34 are included in the CCB available through NIBS These and other Federal and Military Specifications may be ordered from STANDARDIZATION DOCUMENTS ORDER DESK BLDG 4D 700 ROBBINS AVENUE PHILADELPHIA PA 19111 5094 6 14 INTERIM SPECIFICATION REVISIONS ISR LANTNAVFACENGCOM maintains a system known as interim specification revisions ISR This document has changes needed in an NFGS until such changes can be incorporated into the guide specification These changes must be incorporate d into projects Contact the PM for additional information 76 SECTION 7 COST ESTIMATES 7 GENERAL A detailed cost estimate is required with each submittal All estimates shall be computer or manually prepared using a cost estimating method as appr oved by the PM Scan all computer disks submitted for viruses using a commercial anti virus scanning program The estimate detail for each submittal shall be consistent with the level of design
48. Example Scale 1 8 1 0 Closely related groups of details having identical scales and tied together with a common title may receive a single indication of scale under their title In addition to the conventional scales and directly to the left of the title block shall be a series of graphic scales that will include every scale used on the sheet Scales shall be placed in sequence according to size with the smallest uppermost It is not sufficient to place all scales on one master sheet each sheet must be treated independent ly as many drawings are reduced in size and not always in even scaled proportions For these reasons it is imperative that graphic scales be shown Do not use architectural scales on site plans 5 7 SECTION AND DETAIL DESIGNATION The standard section symbol will be as follows Number indicates section Letter indicates elevation or detail Sheet number where elevation section or detail is taken Sheet number where elevation section or detail is drawn Additional sheet references 1 Elevation Section amp Detail Symbol Note Symbol should always appear as part of the title placed under the view 5 8 DRAWING NUMBERS The Procurement Instrument Identification Number System PIIN System consists of 13 alphanumeric characters An example of the PIIN number is 2470 03 4001 Applying the appropriate procedural derivation the specification number is 05 03 4001 The construction contract PII
49. GUIDE FOR ARCHITECT ENGINEER FIRMS PERFORMING SERVICES FOR THE MARINE CORPS AIR STATION CHERRY POINT NORTH CAROLINA 28533 0006 REVISION 5 1 SEPTEMBER 2003 RECORD OF REVISIONS REV DATE OF DESCRIPTION DATE NO REVISION ENTERED Initial Publication 4 16 97 1 12 22 99 Review Rewrite 2 5 1 00 Minor Revisions 3 10 28 01 Minor Revisions 4 08 29 02 Minor Revisions 5 09 01 03 Minor Revisions paragraph 3 3 3 Final Submittal modified to reflect form letter information amp current policies 10 11 ii FORWARD 1 This publication is issued to provide guidance to Architect Engineer A amp E firms performing services for the Officer in Charge NAVFAC Contracts Marine Corps Air Station Cherry Point North Carolina It is essential that all A amp E personnel and associates responsible for preparing plans specifications cost estimates studies or other services follow all procedures and instructions outlined herein All A amp E contracts issued by OIC NAVFAC Contracts MCAS Cherry Point NC reference this guide as part of the contract 2 Contract services of this nature fall into three broad classes a Architect and Engineering Services related to construction maintenance alteration or repair of shore facilities The product of this class of service is a set of construction documents i e drawings specifications cost estimate and pre and post design support such as soil borings site topo
50. HC Hazardous chemicals HL Hazardous lead Civil CD Civil demolition CS Civil site surveys CG Civil grading CP Civil paving CI Civil improvements CU Civil utilities water storm amp sanitary sewer Landscaping Structural SB Substructure foundation amp retaining walls SD Structural demolition SF Structural framing floors amp roof SS Structural site plans Architectural AD Architectural demolition AE General architectural AF Architectural finishes AG Architectural graphics AI Architectural interiors AS Architectural site plans Interior ID Interior demolition IF Interior furnishings IG Interior graphics murals amp visuals IN Interior design Equipment Fire protection FA Fire alarm amp detection 55 FX Fire extin guishing equipment P Plumbing PC Plumbing domestic water sanitary amp storm drainage fixtures PD Plumbing demolition PP Plumbing piping valves tanks amp pumps PS Plumbing site plans M Mechanical MD Mechanical details MH Mechanical HVAC MP Mechanical piping MS Mechanical site plans E Electrical ED Electrical details EL Electrical lighting EP Electrical power ES Electrical site plans ET Electrical telecommunications telephone network voice data cables EY Electrical alar ms amp security T Telecommunications TA Telecommunications audiovisual TC Telecommunications clock generators amp bell programs TI Telecommunications intercom amp PA systems
51. Lighting High pressure sodium fixtures low pressure sodium fixtures fiberglass concrete steel aluminum and wood poles b Pre final submittal complete specification Specifications for the pre final submission shall be complete to the best of the A amp E s knowledge with all elements thoroughly checked amp coordinated with the drawings and with sufficient detailed information to permit accurate bidding amp construction of the project Particular emphasis shall be placed on coordination of the various elements of the specification where portions are prepared under subcontract to the A amp E contract Specifications shall be prepared using the current version of SPECSINTACT software Do NOT translate specifications to another software For the pre final submittal of the specification NAVFACENGCOM specificati ons shall be edited and photographic copies submitted for review Editing will be accomplished electronically using the current version of SPECSINTACT software and then reproducing copies of the printouts Additional specifications not covered by NAVFACE NGCOM guide specifications shall be typed in SPECSINTACT format and submitted for review All specifications shall be bound in one single volume 74 Cherry Point shall edit all Division One sections of the specification and provide a review copy to the A amp E with the pre final review comments The A amp E shall provide Cherry Point with construction contract duration tim
52. N number and associated specification number are assigned when 35 review submission is returned to the A amp E At the 35 review full size 58 copies of complete drawing set on paper will be submitted for review in additio n to submission of all drawings in electronic format on CD to the PM NAVFAC drawing numbers are assigned via the PM and forwarded to the A amp E AFTER review and return of the pre final design submittal 5 9 MATERIAL SYMBOLS ON DRAWINGS Unless indicated otherwise in this document material symbols shown on drawings shall be consistent with those used in the most recent issue of Architectural Graphic Standards 5 10 RELATION OF DRAWINGS AND SPECIFICATIONS Drawings and specifications shall supplement each other and must not conflict Terminology used in specifications and drawings should be the same If the terminology used in the drawings shall vary and revision of the drawings is not practicable the specifications must reconcile such differences in manner similar to the following Hollow tile also indicated as clay tile and terra cotta tile etc 5 11 DISK LABELING When CD Rs are required as part of a submittal provide the following disc labeling information Drawings On CDs the drawi ng sets will be arranged such that drawings are in numerical order by NAVFAC number The CD will be labeled as follows 1 Filename shall be the NAVFAC drawing number i e 1234567 dwg 2 Disc sequence number i e
53. ON SUBMITTAL REQUIREMENT S 42 FORM T 2 GUIDELINES FOR USING BUILDING DESIGN ENERGY TARGET TR 43 FORM E 1 ENERGY 44 4 6 5 4 6 6 4 6 7 4 7 4 7 1 4 7 2 4 8 5 1 5 2 5 3 5 4 5 5 5 6 5 7 5 8 5 9 5 10 5 11 FORM MS 1 PROJECT SUMMARY DATA FOR MECHANICAL SYSTEMS m 45 HEATING PLANTS AND HEATING PLANT ADDITIONS 46 REFRIGERATION COLD STORAGE nitet tn attorno 46 FUEL DISTRIBUTION AND STORAGE directions te 46 FIRE PROTECTION AND SABE UY 47 FIRE PROTECTION SYSTEMS 47 SYSTEM SAFETY 48 ELECTRICAL c Y 48 ELECTRICAL SYSTEMS 48 ELECTRONIC SYSTEMS ici eain dentia eu beo bui uetus 50 INSTRUMENTATION AND CONTROL 5 5 65 21 53 DRAWINGS SKETCHES ARRANGEMENT AND PRESENTATION OF DRAWINGS 55 CAD DRAWING 56 DRAFING MEDIA ittis qais 57 ORIENTATION T 57 LETTERING AND 5 57 SCALES 58 SECTION AND DETAIL DESIGMATIQON 4
54. Quantities specified The procedure for handling these submittals is as follows a Acceptable Submittals If the submittal complies with the contract requirements it shall be stamped APPROVED dated and legibly signed by an authorized person If minor revisions were made by the contractor in order to make the submittal comply with the requirements it shall be stamped APPROVED dated and signed If minor revisions are made by the A amp E in order to make the submittal comply with the contract requirements it shall be stamped APPROVED AS NOTED dated and signed The revisions must be identically marked on all copies of the submittal The individual making the change must initial each revision The reviewer s section of the transmittal form including the endorsement returning the submittals to the contractor shall be completed and both transmittal form and submittals distributed as follows TRANSMITTAL FORM SUBMITTAL SAMPLES Contractor 1 3 FED 2 3 A amp E 1 1 0 Total 4 7 1 Additional quantities returned to contractor Facilities Engineering Department FED will distribute one copy each of the transmittal and submittal to the PM and one copy of the transmittal two copies of the submittal and the sample to the ROICC b Unacceptable Submittals If the submittal does not comply with the contract requirements and cannot be made to comply by minor revisions and the contractor has not proposed and supported a deviation from the contract
55. Safety and Health Requirements Manual Federal State and local laws rules regulations and special requirements established during fee negotiations shall form the basis of those r equirements Our particular concern is directed to individual safety during performance of contract requirements while on Marine Corps property The A amp E of record hereinafter referred to as the contractor has the primary responsibility of assuring the safety and health of the firm s personnel while on Marine Corps property The safety plan submitted to the Government shall be for information purposes only The contractor shall contact the designated activity point of contact prior to each visit to the site 2 11 CONSTRUCTION AND OPERATING PERMITS a Procedures for Preparing Permit Application 15 For projects that require construction and operating permit applications a list of those required permits shall be included in the contract s Appendix The designer is responsible to have knowledge of the project s geographical location and the environmental construction and operating permits required for the facility The designer is responsible to confirm any requirements for the project The A amp E should not be contacting the regulator without guidance and approval by the PM The draft permit application for some permits can be submitted prior to the 35 submittal The schedule in the Appendix A should identify the draft and final permit applica tion da
56. TES The estimate at each submittal is expected to reflect the A amp E s best information and experience Expected bid opening dat e shall be established by the PM Pricing must reflect all requirements of the contract plans and specifications The individual preparing the estimate should verify that all specification requirements are priced with particular attention to Division One and the wage rates Size material quality and type of item shall be part of the description to enable unit cost verification without constant reference to drawings and specifications 7 2 1 35 DESIGN Preliminary estimate based on materials take off for this submittal shall reflect cost based on reasonably accurate take off of materials systems consistent with the level of design For those elements of the project where the status of design does not permit a reasonably accurate 77 take off of quantities or firm pricing of individual items of work systems unit prices may be used Lump sum costs are not acceptable Use of empirical costs shall be minimized Separate estimates will be prepared for each new non identical building structure or addition costing over 50 000 contract cost Costs of alteration work to existing buildings will not be included with the building addition costs When one construction contract contains more than one type of work 1 new construction repair equipment insta Ilation etc the estimate shall be structured such that each t
57. TO TOS G3NQ WOH4 013 12 IM dS ONT SBLVIOOSSY ONTH33NION3 NOSIM AB G3 Tia SONOS ONIHOS JO LY ONUSIXG S30Yu5 Q32N3u3334 SHLd30 8 d3ivWiXONddY 3uv SNOUY2O ONY 510930 Tw SONVHO Q31YWUS3 NY S1N3S3u43u JNN O3HSVO Y SONVHO Q3AH3580 ATIYTUOY NY SIN3S3Hd3U INNT ONOS Y S35NYWO vivuiS 31YOIONI INN TY LNOZIUOH IHI NOLLdIHOS3Q TvTH3 NINOS 31 NE ZIVAH3JNI ONTIdINYS N3AI Y V3THWYS 3HL WOW 0383 023H SISNVS 3O HIDNTT IHL SILYNHONI AH3AOO3M S TYAU3INT SIdWYS JHL SMOHS DOT 9NnJO8 HOVE 74313Y343H1 STYAU3INI 1004 S 1Y ONY DNTYOR HOY3 JO 1334 01 MUNI JHL STYAH3INE 43340S10 UNO 1v Q3WWOJH3d SYM DNIS3I NOU YH13N34 a 44 s o8 tt 659 30 SIUN OML 1SYT JHL ONIOQY 8 Q3NIY18O 38 NYO 11034 1534 700 v ONAMO 909 Q 1981 UEVONVIS Y S1N3W3UDNI HONI 9 NI O3ONYAGY UNS 3H1 JO NOU VU13N34 V 031435399 VIVO 1531 NOU YHI3N34 15 ONY 3 dWvS 30 H1d30 S3LYDIONI NYOO 9 sMoTR NOU YHI3N3d OHVONVIS W31S LHOM SNONNUNOD 5 SYM 1 8 ISSNOINHD3L ABVLOY ONW NIS 4 SYM 2 8 ONYON MM enced ms show AI Fram vui 9wooo TA OS pue 1115 o3 3706 VILAN D TANI VLA RST fue 171
58. The outline specification should list each anticipated section of the project specification along with appropriate statements applicable to each sectio n The outline specification should state all basic construction items and specific types of materials and should be complete enough to enable Cherry Point to ascertain that the proper guide specifications are being used and to provide appropriate guidan ce to the A amp E Where the specification writer is editing documents within the computer the use of hard copy is optional and the document to be furnished for review or final bond manuscript may be developed entirely from the specification processor In a ny event the Guide Specification to be used must be approved at the 35 stage The outline specifications should describe any special conditions of service and site conditions inherent in the project The following sample outline specification illustrat es the type of information desired SAMPLE OUTLINE SPECIFICATION Division 1 General Requirements Section 01110 Summary of Work 01140 Work Restrictions 01200 Price and Payment Procedures 01300 Submittal Procedures 01310 Administrative Requireme nts 01450 Quality Control 01500 Temporary Facilities and Controls 01525 Safety Requirements 01575 Temporary Environmental Controls 70 01770 01781 Closeout Procedures Operation and Maintenance Data Division 2 Site Work Section 02220 02315 02361 02510 02530 02554 02556
59. The seal of each Registered Architect or Professional Engineer responsible for each discipline shall be used e Application of the seal and signature indicates acceptance of responsibility for work shown thereon 3 3 DESIGN SUBMITTALS Each copy of individ ual elements shall be separately bound and shall bear the A amp E s name the project construction contract number and date of submittal Do not use A amp E contract number on any drawings or specifications Incomplete submittals will NOT be accepted 19 3 3 1 35 SUBMITTAL This submittal allows Cherry Point to review and concur with the A amp E s interpretation of the functional and organizational requirements of the project This submittal is intended to clarify and establish specific requirements for the project Elements will include For projects in AutoCAD Versions 2000 2002 shall be used and all computer aided drafting CAD compact discs CDs with individual CAD drawing files BOUND prior to writing to CD shall be forwarded to the PM at the 35 submittal 1 Drawings with a minimum of the following a Civil site and utility plan b Architectural floor plans including room names and dimensions furniture footprint plan reflecting and including an updated collateral equipment list coordinated with the activity finish schedule roof plan elevations and typical wall section c Structural to include foundation plan floor framing and roof framing plan
60. VD29 Bogue Atlantic BT 11 Horizontal NAD83 and Vertical NGVD88 100 Site Plans Scale large enough to show all features clearly and avoid overcrowding Normal site plan scales are 1 50 1 40 1 30 1 25 1 20 and 1 10 Site Plans and Survey Presentation Electronic in AutoC AD revision consistent with what FED is currently using check with PM Soil Borings LANTDIV Kerry Nothnagel has historical files of Cherry Point boring logs They trying to move it into Cherry Point s electronic GIS in next two years They hav e an open end boring contract with ECS that we can use We also have historical records of boring logs in the form of record drawings see 3 stick files or flat files Airfield Pavements LANTDIV Darrell Bryan DSN 8 8 262 4411 or commercial 757 322 4411 has an electronic database in PAVER of the airfield pavement characteristics They also have the airfield in AutoCAD files including joint layout We also have historical records of airfield pavements in the form of record drawings see stick fi les or flat files 101
61. VIRONMENT Figures 5 2 1 amp 5 2 2 depict drawing and title block requirements Cherry Point s drawing and title blocks including vicinity and area 1 ocation maps are available in AutoCAD format from the PM 5 3 DRAFTING MEDIA Unless otherwise instructed complete sets of working drawings will be plotted and submitted full size on paper using AutoCAD version 2002 in addition to the electronic copy Pre Final and Final submissions will be submitted in electronic AutoCAD 2002 DWG format on CD R ensuring that all individual drawing entities are BOUND into one drawing file prior to writing to CD When writing CDs do NOT close out the CD as this prevents the addition of more project data to the CD 5 4 ORIENTATION The orientation of NAVFAC drawings should be arranged with North toward the top or left edge if better suited of the plotted sheet and normal to the sheet borderline On individu al sheets if the shape of the area dictates North can be oriented between these directions to accommodate the site For example on drawings having excessive longitudinal but limited lateral dimensions such as those for roads and railroads North can be oriented obliquely to make the best use of available space All discipline drawings should be consistent in orientation in so far as practicable It is customary for a building plan to be oriented with the main entrance toward the bottom or right edge of the sheet depending upon the building s
62. al engineer for power manholes and other wiring systems It is important to realize that debris from one discipline s work can adversely effect the work of others A certified testing laboratory shall be used to sample and test the su spected asbestos lead based paint or hazardous materials However the Asbestos Inspector and the A amp E shall review the work of the laboratory and require additional tests that may be required to fully determine the extent of the asbestos lead based paint or hazardous materials Change orders for additional testing are appropriate Provide a signed report certifying the investigation The report shall be certified by the Asbestos Inspector and shall include the Inspector s certification number Distribution and number of copies of this report will be provided by the PM in the A amp E s contract Appendix A If asbestos lead based paint or hazardous materials are 30 found the A amp E shall indicate the extent of asbestos lead based paint or hazardous material removal in the project documents and specify removal procedures per applicable regulations and in sufficient detail for the contractor to submit an accurate bid Note Pipe insulation shall be indicated by major systems on as built type drawings etc If testing is performed and the material does not contain asbestos or lead based paint add a note on the drawings to the effect b For asbestos removal several different cleanup scenarios are presented
63. ally responsible for all information described in the design documents 1 8 CONSULTATION SERVICES During design or study preparation various disciplines are available for consultation Coordinate the availability of this with the PM 1 9 A amp E PERFORMANCE EVALUATION An evaluation of the performance of the A amp E is prepared concurre nt with the final review of the drawings and specifications or other services performed This evaluation includes a rating of the services performed in various categories Such categories include thoroughness of site investigation quality control proced ures and execution plans specifications accurate and coordinated plans clear and detailed sufficiently management and adherence to schedules meeting cost limitations suitability of design or study results solution environmentally suitable cooperativ eness and responsiveness quality of briefings and presentations The completed evaluation is permanently retained in the A amp E s file at LANTNAVFACENGCOM for review and consideration by future Selection Boards and is distributed to the A amp E of record and to other Government agencies via the Architect Engineering Contract Administration Support System ACASS Portland Oregon A amp E ratings are available for review by the Designer of Record upon request to the PM Upon completion of the construction contract a second evaluation is completed by the ROICC with emphasis on quality and construction of the d
64. ance with all local applicable regulations Local location for dumping is C amp D landfill in Havelock 97 02301 through 02315 Earthwork and Excavation Note Contaminated soils and groundwater subject to special handling and disposal requirements Borrow materials shall be provided by the Contractor from sources outside the limits of the Air Station Excess materials shall be disposed of outside the limits of the Air Station at the Contractor s expense in compliance with all local applicable regulations Local dumping local location is Tuscarora Contractor may be able to find a cheaper location to place clean fill for less cost Exception dispose of certain contaminated soils using special methods see other instructions Structural fills Use locally available material that meets specification requirements Use flowable fill when the need for a material that is self compacting will provide a quality product such as a road patch Use 57 or 467 stone for working in a wet condition where dewatering is not practical 02441 Trenchless Excavation Directional drilling use HDPE pipe or CERTA LOK PVC AWWA C900 02510 Water Distribution Do not use glued joints on pipe that is 4 inch and larger Storm Drainage As a rule require as built invert and structure elevations from the Contractor There is no Navy design manual LANTDIV uses a 10 year storm for most civil projects and rational method For airfield use a 5 year storm reas
65. at the A amp E may be held financially responsible but that the final decision rests with the Contracting Officer A amp E financial responsibility can include contractor extended overhead costs Therefore upon notification of potential liabilit y the A amp E should coordinate with the directing official to determine required technical support and timing to minimize delay costs Pending final decision by the Contracting Officer the A amp E will be invited to attend all price negotiations for corrective work The A amp E shall participate as a non voting technical advisor to the Government negotiating board Inability to obtain agreement from the A amp E as to financial responsibility or A amp E unwillingness to participate in negotiations shall not be cause for delay or remedial construction contract action by the ROICC 12 As an alternate to the above the A amp E where design error is clearly at fault may discharge the firm s financial responsibility through negotiation with and direct payment to the contractor This action must be participated in and sanctioned by the ROICC 2 3 SCOPE The A amp E is restricted to the authorized contract scope of work provided in the contract s Appendix A Deviations from the scope include incorporating embellishments within the project scope increasing the cost above programmed amounts for the project increases in area major changes in construction criteria the inclusion of unauthorized buildings o
66. cations Do NOT use Replace the existing culverts as indicated on the drawings Remove existing and provide electrical wiring Do NOT use Replace the electrical wiring as this implies reinstallation of the old wiring f Provide is defined in the Contract Clauses as fu rnish and install When material or equipment are furnished by the Government directly or under other contracts for installation by the contractor the term install should be used however the contractor may be required to provide foundations fastenings etc for the installation If the word install is used alone the bidder or contractor has a right to assume on the basis of the definition cited that the Government will furnish the materials in question g Certain terms and designation s of work phases rooms and areas commonly used in Naval activities should NOT be used in construction specifications Examples Bulkhead for wall deck for floor ladder for stair head for toilet galley for kitchen overhead for ceiling et c h Provide statements of direction as opposed to statements of information Examples wall shall be painted should read paint the wall To be shall be will be does not affix responsibility 6 9 USE OF ABBREVIATIONS AND SYMBOLS In general abbreviations should be avoided except those that are generally understood and accepted and can be used economically e g psig cfm kw The use of ft
67. cerning payment s please contact the Contract Specialist Project Manager NAVFAC 7300 41 7 85 NAVAL FACILITIES ENGINEERING COMMAND CONTRACTOR S INVOICE INVOICE DATE INVOICE NUMBER FROM TO Officer in Charge of Construction VIA Resident Officer in Charge of Construction 1 Below is a Statement of Performance under Contract s at Station The enclosure provides breakdown of this statement of performance A Total value of contract through change B Percentage of performance complete C Value of completed performance D Less Total of prior invoices E Amount of this invoice i mmn Signature and Title FIRST ENDORSEMENT Date FROM ROICC TO 1 Payment is recommended as follows A Amount of work completed to LL LLL B Less Total of prior invoices C Amount of this invoice D Less Retention this invoice to 10 of Item C Total retention prior invoices Other deductions E Sub total F Less previous payments G Recomended amount for 2 payment a E 2 Elapsed contract time 3 Signature and Title ROICC Pursuant to authority vested in me certify that this invoice is correct and proper for payment DATE __ and Title Authorized Certifying Officer CORN APPN SUBHEAD BCN SA AAA TT PAA COST CODE AMOUNT If the ability to certify and authority to recommend
68. d Mechanical site plan plumbing floor plan showing fixtures and equipment location HVAC floor plan showi ng equipment locations one or two line duct layout preliminary piping runs mechanical room plans showing major equipment and maintenance access space and legends e Electrical site plan lighting floor plan and fixture schedule power floor plan special systems telecommunications CATV CCTV intercom etc floor plan s one line diagrams and or power riser diagrams and legends NOTE Electrical floor plans should indicate proposed number and location of fixtures outlets devices etc but should not indicate any conduit or cable runs Electrical floor plans should also indicate proposed location and space required for electrical equipment such as transformers switchboards panel boards telecommunication equipment etc 2 Basis of Design See Section 4 3 Preliminary Color Design See Section 4 3 4 Outline Specification See Section 6 5 Cost Estimate See Section 7 For bid items if estimated construction cost exceeds the established budget identify potential additive bid items per Section 6 12 20 6 Geo technical reports and foundation studies 7 Proposed construction schedule and schedule of major utility outages See Section 2 9 8 Calculations Include to the extent required by the Basis of Desi gn See Section 4 9 Energy Conservation Documents Analyses See Section 4 6 4 10 Du
69. de mechanical rooms should be accessible for maintenance including coils and for removal with minimum disruption to occupants 94 1 HVAC equipment should not be installed in attics overhead or above suspended ceilings unless absolutely necessary When dictated by necessity provide access and floor space for maintenance In addition provide auxiliary coil drain pans below all cooling equipment and pipe separately from primary system m Avoid use of cooling towers n Electronic Direct Digital Control DDC systems are the preferred HVAC control systems If by necessity pneumatic controls need to be utilized then associated air compressors shall be installed within mechanical rooms inaccessible to occupants for periodic service maintenance For HVAC systems being replaced verify the existence of Utility Management and Control UMAC Coggins interface devices Where present re establish monitoring and control capabilities in new HVAC system o Equipment control cabinets should be located no higher than 5 above finished floor Avoid locating in high humidity spaces such as mechanical rooms with steam equipment and piping p Avoid use of economizers dry bulb or enthalpy as locally high humidity conditions and poor control reliability prohibits successful use All HVAC systems 7 tons and over should be interfaced with the station UMAC system The current system employs the Coggins energy management system that 15 capable
70. ded in MIL HDBK 1190 For areas which thi s applies see Table T 1 included at the end of this section 4 Provide a complete description and schematics of the cooling system proposed including an explanation of why this system is preferred over others Also indicate locations of major components of the system For larger systems which qualify under energy conservation a computerized comparison between at least two systems is required 5 Provide a statement of areas to be cooled for determining whether air conditioning is authorized pe r MIL HDBK 1190 6 Identify special humidification or dehumidification requirements as well as special filtration requirements 40 e Combination Systems For systems in which the heating ventilating and or cooling are combined repetition may be el iminated by consolidating the information f Briefly describe the HVAC Control System type and functions 4 6 4 ENERGY CONSERVATION 4 6 4 1 ENERGY CONSERVATION METHODS The intent is to bring a multidiscipline approach to the project which recognize s and prioritizes the major load components of the building and focuses efforts on these to meet design energy targets a The Energy Analysis Form Form E 1 at the end of this section must be submitted to this Command attention the PM by the A amp E prior to the 35 basis of design The number and type of alternatives to be analyzed will be based on project information provided in the scope of w
71. disc Call the PM if the CCB is not available Include the following reports menu selections with each submittal a Input listing sorted b Summary Yes choose No for summary 96 c Mark up d Modifier e Detailed Estimate with Systems Sort f Spec Section Summary 78 Contact should be made with the PM prior to the pre final submission to reconfirm programmed construction costs for the contract Where A amp E estimate exceeds programmed construction costs recommendations for cost reduction or proposed bid items must be provided with the pre final submission 7 2 3 FINAL The final estimate submittals shall include the complete estimate on CD R the same as the pre final except for correction inclusion of pre final comments 79 SECTION 8 POST DESIGN SERVICES 8 1 CONSULTATION DURING CONSTRUCTION 8 1 1 GENERAL The A amp E shall provide consultation services during the construction period as well as the design period Such consultation may or may not be reimbursable as follows a Non Reimbursable Consultation Under paragraph 3 g of Section 01011 General Paragraphs of the A amp E Contract the A amp E shall promptly furnish consultation services without additional compensation Such consultation typically occurs in the form of a Request for Information RFI from the ROICC Typically RFIs include providing clarification of the intent of the drawings and specifications in response to questions which routinely arise
72. dnance storage sites c Conventional arms ammunition and explosives storage sites A amp E d Marine Corps funded projects e All other special projects and non MCON funded projects Planning design and installation of IDS categories a b and c are the responsibility of the Naval Investigative Service Command NISCOM A amp E shall coordinate IDS power requirements and conduit runs for IDS categories a b and c with the appropriate contacts within NISCOM Category e projects are planned and designed by the A amp E utilizing commercial systems for installation by the construction contractor Identify areas requiring IDS and types of systems and sensors proposed For category d projects consult PM for guidance to determine if IDS will be A amp E designed Describe access control equipment versus IDS when required and outline lo cation function and area of control and clearly show where access control and IDS are integral to one another 4 Energy Monitoring and Control Systems EMCS Military installations where an EMCS is in existence or proposed new construction projects shall meet the following requirements Contact the PM to obtain guidance for EMCS interfacing 52 1 Provide sensor and control points terminated in a Data Terminal Cabinet DTC for future interface with EMCS 2 Provide backboard for future Field Interface Device FID or Multiplexer MUX 3 Locate DTC and FID MUX in an environmentally
73. e above 10 000 ohm cm joint bonds only 4 Concrete encased rebar in piles for piers seawalls and quay walls 5 Steel sheet piles landslide 6 Underground compressed gas distribution systems except oxygen 7 Water distribution systems 35 8 Concentric neutral cable 9 Heating steam distribution systems Cherry Point uses primarily an Impressed Current System 10 Other buried submerged metallic structures not covered above d CP surveys and designs must be performed by a registered corrosion engineer or National Association of Corrosion Engineers NACE certified corrosion or CP specialist with at least five years experience in the type of CP system being designed The consultant s qualifications shall be verified e Designs for CP must comply with the following 1 MIL HDBK 1004 10 Electrical Engineering Cathodic Protection 2 CP systems must be designed to provide protective potentials that meet the requirements of applicable NACE recommended practices 1 RPO1 69 RP02 85 RP03 88 etc 3 CP designs must be based on specific field tests made at the proposed construction site Tests would include soil resistance Wenner Four Pin method w ater corrosiveness pH structure to electrolyte S E and potential measurements on existing structures or test specimens Results of field testing will be provided with design submission 4 Designs must include test stations electrolyte access p
74. e and project special scheduling requirements with the pre final submittal The standard 16 Division Construction Specifications Institute form at shall be used on all projects On small projects or projects of a special nature using only a few divisions the listing of non applicable divisions may be omitted Control Diagrams Provide a written sequence of operation for each mechanical and electrical control system stating explicitly how systems are to function Give all pertinent data regarding safety alarms indicators and control parameters The sequence of operations may be shown on the control diagrams in lieu of in the specification c Final submittal Following the review of the pre final submittal comments and corrections to be included in the final submittal will be furnished to the A amp E by Cherry Point The final submittal to Cherry Point shall consist of one electronic copy on CD R of the complete specification in SPECSINTACT format and two bound printed copies In addition provide one copy of project submittal register and test requirements report as well as submittals processing reference processing and related operati ons PROJECT SUBMITTAL REGISTER Provide the submittal register which is a list of all submittals required for the project using the current version of SPECSINTACT software TEST REQUIREMENTS REPORT Provide the test requirements report which is a list of all testing required for the project us
75. e building the energy required to operate these shall be chargeable to the building b Where facilities as noted in 1 a above serves two to four buildings the energy requirements shall be prorated among the buildings Where such facilities serve five or more buildings these facilities shall be considered in the category of central plants 2 Losses from steam chilled water high temp water or hot water distribution lines beyond the five foot line are not chargeable to the building energy consu mption except as provided in 1 b above 3 Exterior lighting beyond the five foot line is not chargeable to the building energy consumption 4 Building Design Energy Targets include the energy required for space heating space cooling domestic hot water and lighting 5 Design Energy Targets relate to building gross square feet For MILCON projects this should be as shown on the Project s DD Form 1391 Gross area is the sum of all floor areas of a building including basements cellars mezzanines ot her intermediate floor tiers and penthouses All measurements shall be from the exterior wall of the building or from the centerline of party walls 6 For the purpose of calculating Design Energy Targets the following conversion factors will be used Electricity 3 413 BTU per kilowatt hour Fuel Oil 138 700 BTU per gallon Natural Gas 1 030 000 BTU per thousand cubic feet Liquefied Petroleum Gas 95 500 BTU per gallon including Propane and Butane
76. e quality 02821 Chain Link Fences Use galvanized posts with galvanizing inside and outside See AIRSTAORDER P5531 1 for fence requirements Confirm compliance with BEAPS Turf Use pre edited sections to suit our soil and topological conditions and the time of the ye ar Planting Seasons for Seed Spring 1 March to 31 May Fall 1 September to 31 October Temporary Spring and Summer 1 April to 15 September Temporary Fall and Winter 2 16 September to 31 March Seed Composition Spring Coastal Bermuda 100 by wei ght centipede could be substituted Fall Coastal Bermuda 10046 by weight centipede could be substituted Temporary Seeding Winter Kobe Lespedeza 30 Percent Secale Cereale 70 Percent Temporary Seeding Summer German Millet 60 Percent Sericea Lespedeza 40 Percent 99 Planting Season for Centipede Sod 1 March to 31 October Seed Rate Spring and Fall 4 Ibs 1000 SF Temporary Seeding 10 Ibs 1000 SF Lime Rate 20 Ibs 1000 SF Fertilizer Rate 23 Ibs 1000 SF 02976 Pavement Membrane Layers Unless otherwise approved use a geotextile fabric separation between stone and subgrade soils for civil works 2 Rubber amp Paint Removal Do not specify 100 removal of paint or rubber Different sites will require different pressures for the removal process due to age of deposits type of pavement and deposits etc A 3000 psi pressure will likely not remove sufficiently A 5000 to 8000 psi is required to remov
77. e responsibility for the possible inaccuracy of or the lack of information on the part of the Government e g never use sentences similar to although the drawings in dicate approximately the conditions that are likely to be found bidders should satisfy themselves as to the actual conditions for while they are believed to be shown the Government does not guarantee the accuracy of the information given and the bidder shall assume all responsibility in the use of such Remember that the Government is responsible for the accuracy and sufficiency of the information it gives to bidders or contractors and the A amp E is in turn responsible to the Government for that same information It will be necessary to establish in the project specification a definite basis of bid For example on a roof rehabilitation project where the extent of defective construction is unknown the specification shall set forth as a basis of bid definite amount of work to be performed and provide for adjustment per the Contract Clauses if the extent of work varies from the amount stated under the basis of bid j Do not include warranties in technical sections unless they are for more than one year and generally not unless they are included in the NAVFAC guide specification A one year warranty is covered in the Contract Clauses k Do NOT set up a paragraph in the various sections entitled Work not Included Specify the work that is incl uded under the respective secti
78. e rubber Limit pressure to 5000 psi or less if necessary to prevent damage to pavements 7096 to 9096 removal rates expected at that pressure Greater than 5000 psi will likely damage asphalt pavement Greater than 8000 psi will lik ely damage concrete pavement Rubber removal at Cherry Point is a reasonable expectation Cost expectation 1999 is 0 50 to 1 25 per SF 03300 Concrete 1 For routine projects use 4000 psi in lieu of 3000 psi per ASTM C94 Cost at local plant is 68 CY Structural ASCE7 wind load is 130 mph do not use NC Code of 110 mph Bolts and Rebar available in metric sizes Siesmic Zone 0 according to NC Code 3 Civil Design Requirements Surveys Unless approved otherwise projects shall use State Plane coordinates NAD83 for horizontal control and USGS vertical control NGVD88 Exceptions on a case by case basis for insignificant and small projects projects may use a local control such as a project specific base line along a road centerlin e etc and a local TBM For ease of construction layout small projects may also locate new features from existing permanent features Accuracy shall be equal to the datum used second order for second order Use local control and local TBM only when design cost savings are absolutely critical NOTE The acceptable conversion from NGVD29 to NGVDSS for all of Cherry Point is 1 04 Horizontal and vertical control available Cherry Point Horizontal NAD83 and Vertical NG
79. esign timeliness and response with respect to shop drawing review clarification of drawings specification intent and resolution of construction problems a nd cooperation This rating is used in conjunction with the rating described above in determining an overall A amp E rating 1 10 A amp E PERFORMANCE AWARDS Three programs currently exist to provide recognition of outstanding performance a The NAVFAC Design Awards Program is a biennial competition established in 1997 The purpose of the program is to recognize excellence in design activities design products and associated management activities and to publicize these accomplishments as examples to be e mulated by others Guidance is found in LANTNAVFACENGCOMINST 5061 7 latest edition b The Industrial Incentive Plan IIP provides recognition for performance by a contractor in excess of contract requirements in one or a combination of better pro duct speed of accomplishment savings to the Government and cooperation beyond the contract terms to serve the convenience of the Command the Navy or the U S Government Guidance is found in LANTNAVFACENGCOMINST 4804 1 latest edition c The NAVFAC Specifications Award Program was implemented to recognize construction specifications of superior quality Guidance is found in the latest edition of LANTNAVFACENGCOMINST 5061 7 and in NAVFACENGCOM letter 151 of 23 July 1996 available from Code 151 at NAVFAC Headquarters It is the p
80. ess approved otherwise 9 Map and site plan accuracy Horizontal coordinate and vertical location shall be within 6 inches of true location at least 9096 of the time 10 Dates of all file creations shall be shown Files will be virus scanned by the A amp E prior to submission 11 Drawing formats and title blocks shall conform to Cherry Point CAD standards PM will provide an AutoCAD 2002 electronic file of the current D size format sheets 12 Large files or a large amount of data will not be compressed using ZIP or similar routines Compressed files will not be accepted by Cherry Point Files will be delivered on CD Rs that are readable on any standard CD ROM drive that is part of a windows based PC system When burning CD Rs do NOT close out the CD Leave it open for addition of more project data 13 Use the TSSDS National CAD Standards as long as they are coordinated and approved by Government PM 14 Data shall be Geographical Information System GIS ready and topologically correct Files shall be properly geo referenced using Cherry Point s coordinates For example polygons shall be closed there shall be NO over shots or under shots where lines meet or intersect Currently all mapping requests are produced from the Cherry Point GIS The MCAS Cherry Point GIS Manager can be reached at 252 466 4524 for further GIS requirements or questions 15 Upon receipt from outside sources the PM will virus scan ALL CDs files
81. ethod by which the allowable bearing values is to be det ermined and maximum allowable bearing capacity for the foundations Geo technical information including field boring notes and report of recommendations shall be submitted 28 b Statement of the type of construction adopted and reason therefor with capacity dimensions or other size criteria and list of material selected with design strengths c Special features to be included in the structure which are not evident from the drawings d Description of the structural floor and roof systems proposed with length spacing and size of principal members for beam and girder etc e Description of the Lateral Force Resisting System proposed with appropriate materials and dimensions f Statement of live loading to be used to include floor loads wind snow earthquake etc with data to justify g Statement of any special considerations that affect the design e g super flat floors for high stacking warehouses special corrosion resistance requirements retractable roofs etc h Contact the cognizant PM for extent of crane design required Include special considerations as to crane and monorail requirements i e special architectural structural considerations area of service and type of system i The usual accepted means of structural system selection is economy Demonstrate this with computations of various appropriate framing systems and cost comparisons of
82. g features 6 Provide short circuit calculations 7 Description including Riser Diagrams of Cable Television Systems CATV Closed Circuit Television Systems CCTV nurse call intercom sound signal and fire alarm systems 8 Description including Riser Diagrams of Telecommunication Systems Please note that beginning with the FY 96 97 MCON Program backboards raceways cables outlets and modular jacks will be included as part of the construction contract in prior years only supporting facilities were provided Number and location of telecommunication outlets 1 telephone computer word processing etc should be obtained from the using activity Identify space required for telecommunication equipment point of connection to base telephone system size of incoming duct conduit and size of equipment mounting backboard this information should be obtained from the Activity Providing Telephone Service APTS officer Statement relative to interface provision for multi use systems 1 intercom telephone etc 9 Provide lighting calculations keyed to lighting floor plan and lighting fixture schedule 49 b Exterior distribution systems 1 Contact the PM for location and characteristics of nearest electrical power source capable of supplying project requirements Do not contact local utility companies 2 Statement relative to the adequacy of the primary po wer source at the point of pick up If primary sou
83. graphy and construction surveillance b Engineering Services related to planning inspection study and project development for existing or proposed facilities The product of this class of service is normally a study or report c Environmental studies and remedial designs per Federal State Local environmental laws and regulations 3 A firm providing contract services to the Marine Corps will be the Designer of Record and will incur the usual professional responsibilities and liabilities for the specific project task We evaluate design changes that occur during construction and actively pursue A amp E liability if appropriate The Designer of Record should become familiar with the contract terms and content of this publication with respect to pre and post construction design responsibilities Problems typically encountered in several critical areas of project development are listed below in an effort to focus your attention These areas should receive special emphasis as applicable a Field Work Properly conducted field and condition surveys are essential This data must be complete accurately documented and appropriately incorporated into the plans and specifications to avoid large and expensive change orders and construction delays b Cost and Budget Control Effective cost control is essential to successful project development Establishment of an adequate budget and a design cost control system at the beginning of a project and c
84. h meter or independent heating facility with the type of fuel to be utilized Also explain why this source was selected in lieu of other available sources Where there is a possibility of more than one type being economical or where it is large enough to qualify under Energy Conservation a computerized analysis shall be included to justify the selection Resistance electricity is not allowed for space comfort heating except in unusual situatio ns Contact Cherry Point s Mechanical Engineering Branch telephone 252 466 4706 for guidance concerning allowable fuel sources 3 Briefly describe and or show on the drawings the type and routing of the system proposed to convey the heat source if applicable for example 100 psig low level aboveground steam and condensation lines on concrete support interconnecting to the existing system at manhole no 150 and traveling due north into the mechanical equipment room State if condensate return sy stem is to be utilized If condensate is to be wasted heat reclaim should be considered Wasted condensate should go to the sanitary sewer system If wasted to sanitary sewer within 100 feet of lift station condensate should be cooled to 110 F otherwise use cooling well for one hour of retention unless specifically instructed otherwise Indicate the maximum hourly production of condensate so Cherry Point may make a study of the storm or sanitary system adequacy and determine if there are any permit requiremen
85. hape It is customary for a building plan to also be oriented in the same orientation as the site plan 5 5 LETTERING AND SHADING NAVFACENGCOM uses the 35mm filming system file for retention of construction drawings Cherry Point uses half size bidders drawings The quality of these reduced prints is a direct result of the drafting efforts of the A amp E preparing the AutoCAD drawings The finest cameras and most carefully controlled processing cannot produce good results unless the original drawing is of a high quality Unnecessary detail i e poor spacing careless lettering weak lines and lettering which is crowded and too small result in illegible films for full scale and half scale reproductions Make minimum gap between lines equal to one half the letter height The standard text heights for a plotted full size drawing shall be 1 8 3mm for typical text and 4 6mm for titles and 1 25mm maximum for project titles on cover sheets For existing features on civil drawings a minimum text height of 0 1 2 5mm is allowed The ROMANS SHX font file shall be used for all 1 8 3mm or smaller text 57 The ROMAND SHX or SWISSB TTF font file shall be used for all 14 6mm text SWISSB TTF SWISSBO TTF font file shall be used for all text larger than 2 12mm 5 6 SCALES Located directly under the title of each plan elevation section detail etc shall be an indication of the scale of the object drawn
86. icient to evaluate the material it should not be considered for use If a material is considered for use a suggested competitive type specification should be obtained from the manufacturer Such a specification must be analyzed and revised as necessary to assure that a competitive good quality product will be obtained 6 5 PROPRIETARY AND RESTRICTIVE REQUIREMENTS a Proprietary Specifications The restrictions below are containe d in the Federal Acquisition Regulations FAR and certain statutes From time to time a situation arises in which only a single product will perform the required function In such cases the A amp E should forward a request to the PM fully justifying use of the sole source product Proprietary or restrictive requirements shall not be used unless it is conclusively established that no substitute will serve the purpose Timely submittal of the request is required to avoid delays in the work If such authori zation is granted the item should be specified by manufacturer s name and catalog number followed by notwithstanding any other provision of this contract no other product will be acceptable or language of similar import This is necessitated by the C ontract Clauses which permit substitution of any supposedly equal product unless such language is used Use of proprietary items is prohibited unless formal written approval is obtained b Equal Specifications Specifying items by naming accepta ble commercial
87. ing the current version of SPECSINTACT software 6 12 BID ITEMS In order to ensure an award being made within available funds additive bid items will be established by the A amp E in conjunction with t he PM and the station however additive bid items are not required whenever the project cost estimate is clearly within the funds available In composing bid items the base bid must provide a usable facility Work increments for additive bid items sho uld be selected which can logically be separated from the project without rendering the facility unusable It is intended that the base bid with all additive bid items will provide the maximum usable facility for the funds available Additive bid items shall be arranged so that the most essential portion of the work is added first Succeeding items will be cumulative for purposes of determining if the 75 project is within the available funds however to provide latitude in selection each additive bid ite m shall be independent of others where practicable The number of bid items and the estimated additive amounts per item will depend upon the nature of the project Where feasible and practicable there will normally be not more than three bid items E ach estimated additive increment should tend to approximate 5 to 1096 of the estimated base bid There shall be no more than four additive items without specific approval of the Commander of the Atlantic Division Naval Facilities Engineering
88. ion which will be at no expense to the Government d See Submittal Flow process in Energy Conservation Section 4 6 4 8 Dust and Erosion Control Plan See Section 4 5 8 9 Storm water Management Plan See Section 4 5 13 10 Manufacturer s catalog data of major equipment that was used as basis of design Data shall include dimensions weights and specified ratings Examples of major equipment requiring catalog data are a Switchgear substations b M G sets c Eng Gen sets d IDS e Frequency converters f Filters g Heat rejection equipment h HVAC 23 1 Pumps fans and air compressors 0 Domestic hot water heaters k Other special equipment 11 All marked materials returned to the A amp E with p revious submittal 1 plans specifications cost estimate Basis of Design Calculations reports etc Distribution of plans specifications and cost estimates are project specific and are provided by the PM in the contract s Appendix A 3 3 3 FINAL 100 SIGNED SUBMITTAL a The purpose of the final submittal is to finalize design phase and prepare documents for construction contract advertisement Each pre final comment sent to the A amp E shall be returned with each comment addressed If the co mment was incorporated into the design a response shall so indicate If the comment was not incorporated an explanation shall be provided for not doing so b Elements include appropriate signatu
89. ity consistent with the mission The A amp E shall bear in mind that the interest of the Government is to acquire facilities which are economical in design construction operation and maintenance Accordin gly although due consideration shall be given to appearance structures shall not entail frills and embellishments and shall not be conceived on the basis of unnecessarily complicated and costly construction systems materials or equipment Although the above paragraph stresses economical design the A amp E is responsible to assure compatibility of the new structure with the architectural character of the base activity For people oriented facilities such as Bachelor Enlisted Quarters BEQ Bachelor Officers Quarters BOQ dining facilities lounges recreation areas libraries chapels and theaters the A amp E will be responsible for a totally integrated design Integrated design means the complete design of a facility taking into consideration all engineering disciplines involved plus landscape architecture and complete interior design for a comprehensively designed facility An integrated design achieves harmony of site landscaping building design and functional requirements 1 6 SELECTION OF MATERIALS Cherry Point s objective is to provide functional and economical shore facilities for the Navy establishment We are not in the research and development business Consequently it is necessary to investigate thoroughly all new materia
90. l be u tilized in the preparation of project specifications These specifications are available on the CD ROM as described herein Any hard copy required by the A amp E may be printed therefrom Hard copy may also be obtained from Standardization Documents Order D esk Building 4D 700 Robbins Avenue Philadelphia PA 19111 5094 The A amp E shall carefully edit modify and supplement these sections and prepare additional sections in the same format to ensure they are coordinated with the project design The latest g uides the NFGS series should be considered as standards for format where they differ from earlier guides NAVFAC guide specifications in SPECSINTACT format are available through the National Institute of Building Sciences NIBS per the following Compact Disc CD that holds the equivalent of 250 000 pages of information and is readable on CD ROM drive of computer Information on obtaining subscriptions to Construction Criteria Base CCB containing SPECSINTACT may be obtained from the foll owing NATIONAL INSTITUTE OF BUILDING SCIENCES ATTN CCB 1090 VERMONT AVENUE NW SUITE 700 WASHINGTON DC 20005 Telephone 202 289 7800 NOTE It is imperative that the A amp E discuss SPECSINTACT features with the PM prior to beginning any sp ecification preparation so that an agreement can be reached regarding the proper version of SPECSINTACT to use for a specific project This will minimize or eliminate rework of specifications follo
91. lina 28533 0006 Subj CONTRACT N62470 PROGRESS REPORT PROJECT LOCATION CONTACTS FAC ENG CUSTOMER 1 The following represents the design progress of this project as of date 20 2 Project milestones for the subject project are as follows Preliminary submittal due date 20 Prefinal submittal due date 20 Final submittal due date 20 3 The contracted scheduled percentage complete as of the date of this report is The actual percentage complete 15 96 4 Our plan of action to correct the 96 slippage is as follows COMPLETE AS APPLICABLE 5 The following outstanding actions decisions should be resolved by date in order to maintain the cur rent schedule COMPLETE AS APPLICABLE 6 Progress highlights since last report including problems and resolutions COMPLETE AS APPLICABLE 7 Projected work for next month COMPLETE AS APPLICABLE 8 Projected percent complete during next month 96 9 Remarks COMPLETE AS APPLICABLE I certify that this report is accurate and complete as of this date 20 Signature Title SAMPLE 18 SECTION 3 SUBMITTAL REQUIREMENTS 3 INTRODUCTION This section discusses the design related submittal of plans and specifications for review Submittal requirements will be covered in the Appendix A At times circumstances dictate that a formal 35 submittal be waived When these circumstances exist waiving the 35 submittal is
92. ls that have not been proven in the specific type of service involved or whose promotion is based upon unsupported statements and lists of supposedly satisfied users Materials must be used in a manner that will afford the maximum service at the lowest life cycle cos t Operation and maintenance costs must be weighed against initial costs to achieve maximum economy Before deciding upon a specific material for design or specification purposes the following points shall be considered Contemplated life of the fa cility b Climatic and operating conditions c Will material be used to the best advantage under contemplated conditions including aesthetics d Is material a stock item or does it require special processing e Availability of material in the area of usage f Is material proprietary or restrictive g Compatability with MCAS Cherry Point s Base Exterior Architectural Plan Where new unproven materials are selected documentation including detailed economic analysis justifying its use may b e required 1 7 DATA AND MATERIAL FURNISHED BY THE GOVERNMENT Schematics designs and other criteria are furnished with the contract s Appendix A Materials furnished by the Government such as reference drawings surveys and soil borings are provided to assist the A amp E and are not intended in any way to relieve the responsibilities of the A amp E unless otherwise noted by the Contracting Officer The A amp E of record will be tot
93. ly no testing required However the A amp E should consider that when running new piping or conduit in an older building the existing finish materials that require drilling and cutting to allow the work to pass or the spaces especially attics and crawl spaces through which the work must pass may be asbestos contaminated Testing should be done and the existing asbestos identified In this scenario the same note shall be applied to the drawings as if it was a Partial Cleanup Asbestos is present in the area Protect all personnel within this asbestos area by complying with 29 CFR 1926 58 4 Total Demolition A project where a building or facility is to be demolished and the site readied to receive a new building or facility Each possible building material that historically could have been an asbestos based material should be tested Instances of asbestos contamination should be clearly indicated by specific building system with special care taken to include any secondary contamination that might have occurred due to debris from that system If a specific system indicates a tendency toward a sbestos contamination then the entire system should be so treated Also in facilities scheduled for demolition investigation should be made to find sources of hidden asbestos c If the A amp E decides to obtain the services of an outside testing organiz ation to assist in defining the asbestos related work the emphasis should be on an organizatio
94. n that can provide in house engineering They should be capable of using engineering judgment and experience to search out suspected sources of asbestos with the initiative to suggest further testing when required and the knowledge and experience with the EPA directives to interpret them and suggest the most financially efficient cleanup methods They should also be capable of producing detailed engineering dr awings delineating the extent of the asbestos removal effort required in a biddable format and professionally seal these drawings themselves 4 5 4 WATER SUPPLY a Describe the existing system indicating particularly the type capacity condition present water use and unsatisfactory elements b State type of construction proposed materials for water mains type of well etc c For exterior distribution systems state design parameters including domestic and fire flow residual pressure eleva tion differentials etc Include designer s initial estimate of pipe sizes For projects geographically located within the Continental United States coordination with the appropriate State Regulatory Agency is required d State tentative sizes elevations capacity etc as can readily be determined without long computations or design consideration for reservoirs treatment units pumping stations well pumps and such units 32 4 5 5 SEWERS AND SEWAGE DISPOSAL SYSTEMS a Describe the existing system ind icating particularly the ty
95. narrative description each of the permits needed to operate the proposed design Identify assumptions and limitations that are proposed as a basis for design Address discha rge limitations of air and water pollution with regard to MIL HDBKs and regulatory requirements The above requirement is particularly related to designs for incinerators sewage plants water plants industrial process facilities power and heat generato r facilities and solid waste handling facilities c Design of Oil Spill Prevention Control and Countermeasures SPCC systems shall be per Federal Register Title 40 Part 112 titled Oil Pollution Prevention The Civil Engineering Branch will provide detailed criteria for incorporation of SPCC design into basis of design 4 5 3 ASBESTOS LEAD BASED PAINT AND HAZARDOUS MATERIALS a The A amp E shall investigate for the presence of asbestos lead or hazardous materials that will be disturbed in any way b y the proposed work This investigation shall be preformed by a North Carolina Accredited Asbestos Inspector and shall identify any suspected material that appears to be involved in the proposed work The A amp E shall determine the scope of the investigatio n using information in the guide specifications NFGS 13281 and 13283 as guidance and enlisting the advice of consultants The project architect should develop scope for miscellaneous building materials the mechanical engineer for HVAC and process systems and the electric
96. nd towel dispensers glass mirrors with stainless steel frames Division 11 Equipment This Division is not used Division 12 Furnishings Section 12490 Blinds Venetian One inch slats for windows Division 13 Special Construction Describe applicable requirements Division 14 Conveying System Describe applicable requirements Division 15 Mechanical Section 15050 Basic Mechanical Materials and Methods 15080 Insulation for Mechanical Systems Fiberglass duct insulation fiberglass polyurethane or Poly isocyanurate pipe insulation 73 15400 Plumbing DMV piping domestic water piping flush valve water closets and counter top lavatories 15730 Unitary Air Conditioning Equipment Roof top air conditioning unit with steam heating coil and direc t expansion cooling coil galvanized steel ductwork Division 16 Electrical Section 16050 Basic Electrical Materials and Methods 16273 Pad Mounted Transformers Pad mounted transformers and metering 16302 Underground Electrical Work Plastic duct concrete encased manholes and handholes high voltage cable 16360 Low Voltage Switchgear and Secondary Unit Substations 16402 Interior Wiring Systems Copper conductors in rigid steel conduit except where electric metallic tubing is permitted panel boards 16510 Interior Lighting Fluorescent fixtures two lamp and four lamp surface mounted high pressure sodium fixtures emergency lighting 16520 Exterior
97. nformation and make field measurements and investigations as necessary to prepare adequate construction drawings and specifications When the exposure of existing subsurface construction is considered necessary the A amp E shal 1 accomplish this work at his own expense after coordinating with the PM The A amp E shall contact the PM and obtain approval to dig probe sample or drill in order to avoid injury or damage from encountering active utilities 2 7 SURVEYS The A amp E shall m ake all field surveys required for design and preparation of construction documents In general this may consist of topographic site surveys alignment profiles and cross sections A sufficient number of semi permanent survey points to serve as initial horizontal and vertical survey controls for construction of the project shall be set The horizontal control points and benchmarks shall be shown and described on the plans The datum used shall be that used for the station or area in question and shall be shown on the appropriate site drawings The surveying firm shall obtain from the PM the benchmark or datum location to be used for the project design That datum shall be confirmed in writing Failure to comply with this requirement may be cause for survey design rework at no additional cost to the Government Boundary surveys to be used as instruments for real estate purposes shall carry the seal of a licensed land surveyor acceptable to the political subdivision in que
98. ntractor or subcontractor Do not use the term owner use the term Government e Do NOT use etc the term is too imprecise for bidding and inspection purposes f The use of the expression as indicated on the drawings is very seldom necessary the fact that a detail is on the drawings makes it unnecessary to mention it in the specification If the expression is used and the item is not shown the contractor is not required to provide it g Do NOT use expressions such as The work required shall include unless stated specifically otherwise the provision of all materials for the installation f all concrete including reinforcement necessary to the construction and completion of the work per the drawings the specifications and the intent thereof Since the drawings indicate clearly the exact limitations of the several classes of work defin ing the limits of work within the specifications is superfluous and may be contradictory by failure to mention something shown clearly and intended to be included 67 h Minimize the use of cross references and in NO case use paragraph numbers for this purpose If necessary to refer to a particular paragraph do so by its title and the section number and title under which it is to be found Cross references of the following type are totally unnecessary Painting of the wood work is covered under Painti ng or painting is specified hereinafter 1 Do NOT place upon the contractor th
99. oints and or reference electrodes required for routine operation maintenance and potential surveying of the CP systems 5 Specifications will provide procedures for recommended acceptance testing including static native potentials initial and fi nal system potentials and interference tests 6 Air Force designs will also comply with the current Air Force CP Engineering Technical Letter ETL 4 5 10 FENCING State type height and justification for fencing 4 5 11 RAILROADS a State general soil conditions outline the soil exploration and testing performed or to be performed and such results thereof as may be available 36 b State type of service for which railroad track will be provided anticipated volume and type of traffic the ruling grade and the maximum curvature c Describe proposed type source and thickness of ballast weight of rail and source treatment and dimensions of ties proposed 4 5 12 PHYSICAL SECURITY a State the type of classified material to be stored and describe the specific construction standards required by OPNAVINST 5510 1 latest edition Department of the Navy Information and Personnel Security Program Regulation b State the category of Arms Ammunition and Explosives A amp E to be stored and describe the level of protection required by OPNAVINST 5530 13 atest edition Physical Security Instruction for Sensitive Conventional A amp E c Based on consultation with the activity
100. olicy of NAVFAC for all of its organizational elements to participate as appropriate in these programs For further information contact the PM 1 11 PROGRESS PAYMENTS It is our policy to process partial payments Generally we process payment requests associated with a consultant s review submittal 1 35 90 etc as required by the project scope Consultants shall wait 7 days after making submittal before sending a payment request this will allow t he COTR time to review the submittal before authorizing payment e g signing the invoice Other progress payments can also be made and will be processed when accompanied by adequate evidence of progress Requests for payment consist of an invoice which must contain a Contractor s Invoice with original signature NAVFAC Form 7300 41 Rev 7 85 and a MCAS Cherry Point A E Project Accounting Form Submit all invoices to Officer in Charge NAVFAC Contracts Facilities Curtis Road MCAS PSC Box 8006 Cherry Point North Carolina 28533 0006 Sample copies of these forms addressed above are provided in the following pages Invoice submittals made incorrectly 1 invoice not signed wrong contract number performance statement not extended etc will be promptly returned to your firm for correction We will process all correct invoices in a timely manner A Contractor s Release 2 copies with original signatures must accompany your final invoice If you have any questions con
101. olume V AV or Thermal Storage System A project such as a hospital however would typically cover fifteen or more systems in the manual Successful A amp E preparation of an excellent quality OMSI manual requires that the specification include NFGS 01730 Operat ion and Maintenance Data and that it be properly referenced in the technical sections to specify Data Packages to be submitted by the construction contractor The A amp E preparing the OMSI manuals uses this data to develop comprehensive coverage of a system based on the as built products in this facility Three sets of all approved submittals except samples must be retained by the A amp E for preparation of the OMSI manuals The PM will advise the A amp E of the type of OMSI needed for each project However A amp E recommendations are solicited on changes to the OMSI type based on complexity of systems as design develops Specific scopes of work for each OMSI manual are provided in Appendix A 8 4 CATHODIC PROTECTION SYSTEM INSPECTION TESTING AND ACCEPTANCE OPTION To the extent negotiated in the design contract or task order the A amp E s corrosion engineer may be required to act as the Government corrosion engineer in final inspection testing and acceptance of the cathodic protection systems installed by the construction contract for the ROICC Responsibility may include a On site consultation with the ROICC on the critical stages of construction b Review of Con
102. omputerized estimate which includes a computer run estimate marked pre final estimate and vendor manufacturer quotes i e MEANS MCASES etc 2 Manual estimates if applicable that include a backup estimate with summary sheet s marked pre final estimate and vendor manufacturer quotes 3 Proposed bid items with detailed backup estimate if estimated construct ion cost exceeds construction funds available NOTE All computations studies and significant material shall be produced in bound book form in Adobe Acrobat PDF format on SPECS CD 6 Interior Color Design if applicable which may include 1 One color board maximum size 23 X 30 displaying all materials labeled with color codes 2 Two 2 8 1 2 X 11 binders containing all coded materials 3 Furniture footprint reflecting final collateral equipment list and the color study when one has been required 4 Finalized finish schedule color legend and color notes h All marked materials returned with previous submittal 1 Quality Control Check prints j Special Scheduling Paragraphs 25 k Your firm will be expe cted to perform a quality control review This review will evaluate both the technical accuracy and discipline coordination Your Final Submittal shall include a single set of final prints and specifications highlighted to indicate the review was performed In addition it will indicate that corrections were made and a signature in
103. on 07112 Bituminous Da mpproofing Cold applied for cavity face of interior width of cavity walls 07220 Roof and Deck Insulation Polyisocyanurate or composite polyurethane C 0 03 mechanically fastened to metal deck 07240 Masonry Wall Insulation Polyisocyanurate polyurethane or polystyrene R value not less than 5 Division 8 Doors and Windows Section 08110 Steel Doors and Frames Grade III Extra Heavy Duty throughout Hotdip galvanized for exterior doors 08520 Aluminum Windows Double hung thermal break clear anodized or white enamel finish 08710 Finish Hardware Bored locks push pull toilet room doors stainless steel finish except hinges may be chromium plated 08800 Glazing Insulating glass units for windows wire glass for doors Division 9 Finishes Section 09100 Metal Support Systems Steel stud partitions and suspended ceilings 09250 Gypsum Board Regular 1 2 inch for partitions and ceilings where indicated 72 09651 Resilient Tile Flooring Vinyl composition tile 1 8 inch thick 09680 Carpet Nylon loop pile direct glue down without cushion 09900 Paints and Coatings New surfaces and existing painted surfaces which are damaged during performance of the work Flat latex in offices semi gloss enamel in corridors Division 10 Specialties Section 10153 Toilet Partitions Metal overhead braced baked enamel finish 10800 Toilet Accessories Stainless steel tissue soap a
104. on is ponding is allowed in system as long as it is not on pavement See Army technical manuals TM 5 820 1 through 4 for drainage Minimum size pipe preferred is 18 to avoid clogging 02711 through 02723 Base Course Use geotextile geogrid separator between base and subgrade where possible 02741 through 02744 Asphalt Pavement Use pre edited spec section For patches provide special spec section and plates Use NCDOT 1 1 mix unless approved otherwise by the PM 98 02751 and 02752 Concrete Pavement For forklift and truck areas use 650 flex mix and 8 inch min thickness with reinforcement 02761 Pavement Markings Use Thermoplastic for permanent long term usage on streets and parking lots Use acrylic latex paint for temporary markings On street pavements use adhesive applied centerline reflectors spaced 80 feet apart normal conditions on street pavements Paint only with justification and approval for short term street markings and airfield pavements 02762 Joints Reinforcements and Mooring Eyes Mandatory use silicone joint sealant on airfield pavements Materials CRAFCO ROADSAVER Self leveling silicone joint sealant Note that Dow Corning 888 and 890 Silicone Joint Sealant 888 for joints b etween concrete and 890 for joints between asphalt and concrete has been pulled off market Al reinforcing rods will be ASTM A 615 Grade 60 02785 through 02789 Asphalt Treatments Require rolling with pneumatic rollers to enhanc
105. ons 1 Specifications should clearly delineate equipment ducts and piping systems that are required to be insulated The phrase insulating all ducts except in conditioned spaces has resulted in differences of opinion a nd claim situations also all duct systems should be appropriately designated as supply exhaust fresh air intake or return to further clarify insulating requirements 6 8 MISUSE OF WORDS a Do NOT use the phrase Correct any defects instead use the phrase Correct all defects b Do NOT use the phrase Paint sheet metal on either side instead use the phrase Paint sheet metal on both sides Either implies a choice c Do NOT use the phrase It shall be free from defects of workmanship and material which would impair its strength or durability The use of or for and or and for or in this sentence would result in a meaning not intended 68 d Do NOT use and or The courts have considered this phrase to be intentionally ambiguous and therefore to be interpreted in favor of the Contractor e Use statements that are definite and do not contain words phrases that may be ambiguous Examples Remove the equipment from the building during the alterations and reinstall the equipment after completion of the alterations Do NOT use Remove and replace the equipment as indicated Replace can mean put back or reinstall Remove the existing culverts and reinstall the culverts in the new lo
106. ontinuing application of this system throughout the design process can prevent costly redesign of projects iii c Scheduling and Submittals Project schedules are established at the outset to meet the customer s operational commitments and inserted in our master scheduling process to balance our workload Adherence to the established schedule or notification of need for change is imperative Incomplete and or uncoordinated submittals are a major problem and will not be accepted During fee negotiations the Designer of Record should assure that the preparation period is adequate to allow for a thorough review by the firm prior to submission d Design Quality Control Design Quality is a high priority and is the responsibility of the A amp E firm At times it appears that A amp E firms rely on a Government review to provide quality control for the plans and specifications This of course usually delays the return of submittals involves additional time on our part and often ultimately results in a poor set of bid documents Coordination among the various disciplines as well as sections of the specifications is often a major problem that needs particular improvement It is expected that your control program must be the primary discipline to deliver the level of design quality expectation Time spent preparing a quality design package will reduce redesign effort and time spent resolving problems during the construction contract phase 4 Where
107. or complex systems c Indicate location of water supply main entrance to building and detail of sprinkler valves Also indicate location and details of gaseous extinguishing system equipment and supplies show piping to the extent required by space li mitations where potential interference problems may occur etc d Refer to the latest edition of MIL HDBK 1008 Fire Protection for Facilities Engineering Design and Construction for specific applications and requirements for various types of fire protection systems Such systems must meet applicable NFPA standards e Provide the following information about sprinkler systems 1 Authority for installation of sprinkler systems 2 Hazard classification of occupancy and whether system will be hydraulically calculated or follow the pipe schedule method 3 For hydraulically designed systems state density and area of application as well as water supply available at point of connection static pressure and residual pressure at design flow This data must be based upon flow tests at or near the point of connection and must appear in the Basis of Design 4 Identify type s of automatic sprinkler system s involved i e wet pipe dry pipe preaction and or deluge Indicate areas to be protected and each type of system proposed If the use of a preaction or deluge system is contemplated contact the PM for guidance before proceeding with design 5 Provide fire pump data if applicable
108. ork Form E 1 shall indicate the proposed alternatives and zones and include the best available floor plan This Command will review the recommendations and return the form to the A amp E Approved approved as noted or disapproved The remaining analysis does not require approval prior to run but must contain logic for selection Selection of energy analysis alterna tives on Form E 1 should concentrate on other architectural electrical aspects of the project when the type of building such as a BOQ an airfield hangar etc has been previously studied or a particular mechanical system is considered most desirable Contact the Mechanical Engineering Branch prior to submitting Form E 1 if this applies or if you have any questions b After receiving the approved forms the A amp E shall perform a computerized energy analysis and a life cycle cost analysis for any new building or major renovation project that is only heated and exceeds 20 000 2 1 858m2 or is heated and air conditioned and exceeds 8 000 ft2 743m2 The computer program shall be a professionally recognized and proven program which makes hourly cal culations as a basis Programs available are Carrier EC 20 II HAP DOE 2 1 and Trane Trace Ultra If other programs are to be considered documentation showing Federal and State approval should be forwarded for approval prior to sending in the energy an alysis with the 35 submittal Facilities with less than the square footage can u
109. pe capacity condition present flow and unsatisfactory elements Address the adequacy of the down stream sewers for capacity and of the pumping station to prevent overflows including alarms power and assumed response time by the base operations staff b Describe the degree of treatment and each of the unit processes proposed Address the operational requirement related to the selected type of treatment c State design factors with present and projected design populati on loads for sewage treatment plants For projects geographically located within the Continental United States coordinate with the PM for special meetings and submissions to the State Regulatory Agencies d State materials to be used for sewer systems and sewage treatment plants e Identify standards Federal State local governing the design f Describe the impact of steam condensation and cooling water discharges on existing sewer piping and sewage treatment plants and the estimated cost of d istribution and treatment of this additional loading Analyze the discharge alternatives for industrial wastewater related to a direct discharge no discharge or a discharge to the sanitary Provide a cost based solution considering applicable environmen tal regulations 4 5 6 ROADS DRIVEWAYS PARKING AREAS AND WALKS a State general soil conditions with a brief outline of soil exploration and testing performed b Describe the type and volume of traffic controlling wheel
110. private work and Government work such as 1 the Government cannot limit bid ding to a selected list of contractors known to do good work unless approved in advance under specific and limited circumstances In most cases any contractor may bid Therefore drawings and specification requirements must leave nothing to the imaginat ion They must be clear concise and provide thorough detailing of existing and proposed construction 2 Department of Defense requires the use of Federal Military and Industry specifications for procurement of materials and equipment covered by the se specifications Use of these specifications assures the non restrictive competition required in the expenditure of public funds Proprietary specifications are not allowed without written authorization Failure to grasp these basic differences in rul es and policies has been the source of many costly disputes It is essential that all personnel responsible for the execution of an A amp E or ES contract with OIC NAVFAC Contracts MCAS Cherry Point NC study this guide and follow the procedures and instruc tions set forth herein General instructions cannot cover every situation Specific problems relating to a particular project will be jointly resolved in conferences with activity personnel and the PM 1 3 CONFLICTS OF INTEREST Firms that design prep are plans and specifications or cost estimates for a construction contract or procurement of supplies or services cannot
111. products followed by the words or equal is permitted under the following conditions a there are no Government Guide specifications for the item b the item is a minor part of the construction project and c the item cannot adequately be described because of technically involved construction or composition In each instance a minimum of three manufacturers shall be included in the description followed by the words or equal The essential features salient characteristics of the item must also be set forth in sufficient detail to establish the basis upon which the equality of non listed products will be determined c Experience clauses shall not ordinarily be included in the technical specifications Experience clauses that occur in NAVFAC guide specifications have been reviewed and approved by a Level I Contracting Officer and may be used without further approval or waiver 6 6 PRE QUALIFICATION STATEMENTS AND EXPERIENCE REQUIREMENTS Projects utilizing conventional construc tion methods and materials cannot be restricted with respect to bidders building systems or materials Occasionally a project is unique in nature or has special circumstances that dictate use of unconventional methods For these projects the A amp E shall identify and document to the PM the need and basis of need for unique construction or state of the art procurements Documentation 66 shall include a description of the unique features the reasons for their uni
112. provide the construction or supplies or services This limitation also applies to subsidiaries and affiliates of a firm 1 4 RELEASE OF INFORMATION PERTAINING TO DESIGN PROJECTS The A amp E shall give no information concerning a project to anyone other than authorized station personnel other A amp Es performing design of related facilities and personnel of OIC NAVFAC Contracts MCAS Cherr y Point NC During the bidding period any requests made of the A amp E by prospective bidders for clarification or intent of drawings and specifications should be referred to the OIC NAVFAC Contracts MCAS Cherry Point NC telephone 252 466 2746 However sources of supply for special equipment may be given to contractors The A amp E should promptly notify OIC NAVFAC Contracts MCAS Cherry Point NC of any necessary corrections or clarifications of the drawings and specifications Release in any form ofi nformation pertinent to a project under design or construction for publication for public speeches or address shall not be made without first securing clearance and a release in writing from the OIC NAVFAC Contracts MCAS Cherry Point NC All material for which clearance is desired shall be submitted in duplicate 1 5 ECONOMY IN DESIGN AND CONSTRUCTION It is Cherry Point s objective to obtain a functionally adequate habitable and economical facility In the design of all projects it is the Navy s policy to provide functional facilities of durabil
113. queness and a description of the pre qualifica tion and experience requirements necessary to adequately construct these features Documentation should be forwarded to the PM as soon as possible in the design process 6 7 PHRASEOLOGY The following instructions that relate to common errors in phrasin g have evolved from NAVFAC experience with A amp E specifications a Under Requirements do not use the phrase the work consists of instead use the phrase the work includes Drawings should show scope if necessary to list certain parts b In lieu of reference to the accompanying drawings or the Contracting Officer use the words as shown as indicated as detailed or as approved as directed as permitted do NOT use the words as shown on drawings or as approved by the Contracting Officer That clause of the Contract Clauses entitled Specifications and Drawings for Construction defines the meaning of these and similar terms c Do NOT use the expression to satisfaction of the Contracting Officer or satisfactory to the Contracting Officer The contract states specifically that all work must meet the approval of the Contracting Officer d There are two parties to the contract 1 the Government represented by the Contracting Officer and 2 the Contractor Therefore do NOT use such expressions as subject to the approval of the architect when in the opinion of the architect this contractor masonry co
114. r areas or selections of specific systems or equipment without economic or technical evaluation The A amp E is directly responsible to the Contracting Officer and any requested deviation from the scope or elaborations within the scope must be brought to the attention of the Contracting Officer It is the contractual responsibility of the A amp E to design a facility which can be constructed within the funds available and meets the design energy targets Refer to Energy Conservation in the Basis of Design Section During the progress of the work the A amp E may expect minor changes in criteria within the general scope of the project and should make necessary adjustments accordingly Generally the PEP or 3596 design submittal is intended to clarify and establish specified requirements of the project Incorporation of Value Engineering VE comments of minor consequence systems justified on pay back which should have been evaluated during or 35 design preparation and changes in functional layout occurring during review are considered within scope of the contract Should major changes in the scope of work be required a contract modification will be issued A member or individual of the A amp E firm shall be designated as the Point of Contact POC and OIC NAVFAC Contracts MCAS Cherry Point NC shall be so notified As such the person shall be fully cognizant of the requirements of the performance schedule The POC will work directly with
115. r system engineering concepts describe the proposed type of system its functions and the interrelationships if the system is a multi use system i e security EMCS etc see items 1 and 2 below b Indicate circuit requirements 50 c Indicate equipment selection in such categories as Government furnished equipment standard manufacturer or commercially available items and special equipment requiring developmental research or breadboard methods to meet the requirements d Describe site or location considerations e Identify required radio path and propagation f Define antenna requirements such as types separation tower heights aircraft clearance and area requirements g Describe antenna transmission lines terminations and switchings h Identify azimuth coverage of radar installations i Describe bonding and grounding requirements j Describe communication and control cables and radio links k Identify test equipment repair shop and spare parts storage requ irements 1 Describe equipment instrumentation arrangement and space requirements indicating requirements for racks consoles and individual mountings Provide the most economical design in first cost operation and maintenance costs and operating conditions conforming to best engineering concepts m Identify wiring and cabling requirements plus terminations n Identify power and lighting requirements including emergency or standby req
116. rbs c Avoid routing pipes above lay in ceilings especially low temperature pipes 1 e chilled water subject to condensation dripping d Install blow down valves on all strainers e Air handling unit filter access doors should be specified as hinged and lockable with quarter turn or half turn thumb screws Do not specify or approve access panels that are unhinged and or retained by sheet metal screws f Require contractors to provide maintenance with a listing of HVAC filters for each piece of equipment along with their dimensions width height thickness and types permanent washable throwaway etc Also require filter information to be clearly displayed the outside of each piece of equipment g Do not specify mineral fiber on flexible unicellular insulation on chilled water pipes Use rigid insulation on chilled water pipes where such pipes are subject to being stepped on or damaged Cellular glass insulation is preferred Metal jacket should be utilized for exterior or high abuse areas h Do not use plastic pre insulated pipe for buried dual temperature water distribution Use pre insulated copper pipe for such applications i Provide separate mechanical and electrical rooms with exterior ground level entrances if possible j Shop air compressors should not be installed within HV AC mechanical rooms as occupant access is prohibited by base maintenance to those spaces k All equipment l ocated within or outsi
117. rce is inadequate state measures proposed to correct the deficiency 3 Hlectrical characteristics of power source including circuit interrupting requirements and voltage regulation 4 Estimate of total connected load and resulting kilowatt demand load by applying proper demand and diversity factors if a group of loads is involved 5 Basis for selection of primary and or secondary distribution voltage 6 Type of conductor material such as copper or aluminum and where proposed to use Type of insulation for cable systems 7 A statement describing pertinent standards of design such as voltage drop physical characteristics of overhead or underground circuits type of lighting u nits and lighting intensities 8 Manhole design calculations as applicable 9 Type and adequacy of signal and fire alarm systems including a statement as to spare capacity on fire alarm circuit For fire alarm assistance contact the PM The importance of early resolution of the fire protection requirements cannot be over emphasized 10 Type adequacy and routing of supporting structure s for telecommunication cable Exterior cabling for systems owned and operated by the Government shall be provided by the construction contract type and size of cable to be obtained from APTS officer Procurement of exterior cabling for other than Government owned and operated systems shall be accomplished by the APTS officer 4 8 2 ELECTRONIC SYSTEMS a Fo
118. required for that submittal Accurate quantity take off inclusion of all appropriate cost systems and accurate unit prices for the project s geographic location are fundamental to the development of a good cost estimate The A amp E s objective is to develop a final estimate that will be within 10 of the lowest responsible bid This requires responsible pricing experienced judgment and an accurate assessment of the market conditions When this objective is not met it is necessary for bid evaluation that the A amp E submit a comparison of cost between the lo w bid and the final A amp E estimate Reasons for major differences sorted by specification division must be stated with a recommendation to award or reject This bid analysis must be received within one week after notification that it is required and is t o be provided at no additional cost to the Government Properly prepared cost estimates provide a check of plans and specifications for construction coordination conflicts discrepancies omissions and cost control Cost estimates are used by the Government to establish budgets verification of contract bid price and to develop historical data for future budget estimates Final Government estimates are to be marked by the A amp E with For Official Use Only Access to or disclosure of information within the estimate is limited to those personnel whose official duties require knowledge of the estimate 7 2 PROJECT DESIGN ESTIMA
119. res and final tracings All documents shall have the seal of the A amp E responsible for the work as required by Section 3 2 A firm or partnership stamp is not acceptable Where the firm s state of residency does not provide for professional sealing compliance with the state s normal requirements will suffice c Final tracings masters and any other data developed by the A amp E shall become the property of the Government unless stated otherwise in the contract d Drawings on CD R in individual AutoCAD DWG files PLUS one hard copy of 1 2 size and one hard copy of full size drawings On a project specific basis PM may have the A amp E provide PDF files in addition to DWG files Individual CAD drawing files will be BOUND prior to writing to CD Prior to submission scan all computer disks for viruses using a commercial anti virus scanning program All discs shall be labeled as described in paragraph 5 11 e Final Spec on CD R in SPECSINTACT format f Included on this CD with Spec will be the Cost Estimate Calculations Field Notes Reports amp Studies Environmental Construction and or Operating Permit s if applicable Spec Title Page signed by the A E and any reports or attachments that need to be included in the contract ALL in individual PDF files CD shall be left open by the A E so that information can be added to or corrected if necessary Cost estimates in Adobe Acrobat PDF format on SPECS CD R include 24 1 C
120. rnment agency such as COE VMRC etc the PM is responsible for ensuring that advertisement is made 3 Where possible the intent is to have the approved permits available at the same time the 100 design is submitted for review NOTE Several types of permit applications require final design in formation and approved permits may not be available at the pre final design stage 2 12 SECURITY CLEARANCES Upon award of the A E s contract for engineering services the A E shall provide the PM with a list of all personnel anticipated to need access t o MCAS Cherry Point and its tenant commands The list shall include the individual s name social security number date of birth place of birth and place of citizenship Any changes to the list during the 16 duration of the contract shall be identified t o the PM at least two weeks prior to the individual s scheduled visit 2 13 CAMERA PASS Some A E s may find it advantageous to photograph the existing conditions at project sites for future reference to assist in their design efforts This is usually p ermitted but only with proper clearance All requests to photograph facilities at Cherry Point must be made in writing to the PM at least two weeks prior to the anticipated visit 17 SAMPLE CONTRACT A amp E PROGRESS REPORT To X Officer in Charge of NAVFAC C ontracts Facilities Building 163 Curtis Road MCAS ATTN Appropriate Person or Code PSC Box 8006 Cherry Point North Caro
121. rocedures Normal operating temperatures pressures flow rates etc Emergency operating and safety instructions Preventive maintenance plan and schedule Troubleshooting guide and diagnostic techniques Repair and maintenance procedures including spare parts special tools and test equipment Environmental considerations Training plan staffing requirements and personnel qualifications Removal and replacement instructions Operating Manual System design discussion Procedures for normal start up operation and shutdown in manual and automatic modes Floor plans and schematic diagrams for flow piping and instrumentation Control set points and calibration requirements Procedures for abnormal alternate operational modes User Manual As built record of product and O amp M data indexed by specification location section Basic descriptive data on facility basis of design Single line floor plans 84 Utility connections and cut off points Special warranty data Expanded operation maintenance and repair information for HVAC fire protection and roofing systems All Military Construction Navy Projects MCON now require some degree of OMSI minimum of User Manual with the exception of projects such as Land Acquisition Paving and Dredging Projects requiring OMSI can be classified as either a Type A B or C The standard package for each type of OMSI is as follows Type A OMSI 1 Operation and Maintenance Manual 2
122. s of the finish schedule should be in either the comment section or color notes Provide a generic color board referencing the narrative d A description of items not considered to be a permane nt part of the structure such as workbenches shelving bins and removable partitions 27 e Analyze the design for compliance with latest edition of DM 01 03 Architectural Acoustics and DM3 10 Noise and Vibration Control Include a statement as to gen eral adherence to the criteria When required list areas of high noise and vibration and acoustic design principles applied f Facilities required to be accessible to physically handicapped persons shall be designed and constructed or retrofitted per the Uniform Federal Accessibility Standards UFAS Federal Register 49 FR 31528 latest edition reference 5e Requirements for new construction additions and alterations vary and are specified in the standards In general all facilities worldwi de which are open to the public or to limited segments of the public or which may be visited by the public in the conduct of normal business shall be designed and constructed to be accessible to physically handicapped persons This includes facilities constructed with non appropriated funds privately financed facilities on military installations and contractor owned facilities where the Department of Defense is funding all or any part of the construction In fact every facility should be designed to
123. s Security Officer and OPNAVINST 5530 14 latest edition Navy Physical Security and Loss Prevention Manual state what areas will be designated as restricted areas Describe the provisions incorporated in the design to ensure the proper level of control in these areas 4 5 13 STORM WATER MANAGEMENT PLAN State what management plans are required For projects in North Carolina a Storm Water Management Plan SMP must be filed with the Department of Environmental Management DEM Water Quality Section Wilmington or Washington North Carolina for projects that disturb more than one acre of land An outline of the proposed SMP will be included in the 35 submittal and should be filed with the State at the Pre final design stage The A amp E shall forward the SMP application along with the appropriate application fee to the PM for final review signature and submission to the State Permit fees shall be included in the A amp E s contract Appendix A The A amp E of record is responsible for coordinating with DEM and obtaining written approval for the SMP 4 6 MECHANICAL 4 6 1 MECHANICAL SYSTEMS As an objective mechanical systems should be simple and reliable while providing a comfortable environment for building occupants with minimum consumption of energy The Navy does not have building operators the mechanical systems sh ould be self sufficient Maintenance costs must reflect the complexity of the system If the present values of alternative s
124. s are as follows 0110 Location of Underground Facilities Paragraph 1 3 Location of Underground Facilities Should read Tt shall be the responsibility Do not continue with excavations or installation of new work without resolving elevation discrepancies and conflicts 01140 Work Restrictions Roadway paving contracts Add a special section to address restrictions and scheduling Reference specification 979615 for a sample Modify and tailor to fit project Airfield contracts Add a special section to address work restrictions and scheduling Reference specification 967855 and 986254 for a sample Modify and tailor to fit project 01560 Environmental Protection Rubbish and household garbage shall be disposed of daily by the contractor outside the limits of the Air Station at the contractor s expense in compliance with all local appli cable regulations Local location for dumping is Craven County Landfill at Tuscarora As an exception use local Air Station garbage containers upon PM s approval Also see Section 01575 02220 Site Demolition Excess materials shall be disposed of ou tside the limits of the Air Station at the Contractor s expense in compliance with all local applicable regulations The exception is to dispose of certain soils and broken pavements where indicated by the PM 02231 Clearing and Grubbing Excess materials shall be disposed of outside the limits of the Air Station at the Contractor s expense in compli
125. s as the Contracting Officer s primary representative assigned to a specific project Unless specifically directed otherwise all liaison between the A amp E and Cherry Point will be conducted through the assigned PM Variations to this standard procedure will be handled by special instructions prior to negotiation and award of the contract ROICC Resident Officer in Charge of Construction at a specific station or facility designated by the Contracting Officer He She is responsible for the field administrati on of construction contracts All correspondence and submittals shall be addressed and mailed to Officer in Charge NAVFAC Contracts Facilities Curtis Road MCAS PSC Box 8006 Cherry Point North Carolina 28533 0006 For overnight deliveries Officer in Charge of Construction NAVFAC Contracts Facilities Building 163 Curtis Road MCAS ATTN Appropriate Person or Code Cherry Point North Carolina 28533 0006 1 2 PHILOSOPHY Prior to commencing design the A amp E should become thoroughly familiar w ith current design criteria standard method procedures guides specifications project site conditions project costs and specific project requirements Generally a pre negotiation conference will be conducted on all military construction funded projec ts and on other projects of significant magnitude or complexity where the A amp E or we determine it will be beneficial The A amp E should be aware that there are differences between
126. s necessary The Government recognizes only the prime contractor the breakdown into trades is not per Government practice In the event work is shown on the drawings which is not included in the scope of the contract use the CORRECT Not in contract or By Government d INCORRECT 12 GA zinc coated steel flashing CORRECT Metal flashing Metals are referred to only as metal and not as a particular kind of gauge Kind and weight are covered in the specifications This does not apply where it is necessary to match existing metals e INCORRECT Formica CORRECT Plastic Laminate Proprietary names are not permitted f INCORRECT See Arch Sheets CORRECT See Sheet A 4 Refer to a specific sheet number 5 13 BORING LOG PRESENTATION Figure 5 14 1 represents a typical drawing developed to present boring logs includes groundwater observations soil conditions and testing accomplished during design This information in the format shown shall be included on the contract drawings for all 60 projects on which soil information is obtained Notes to adequately explain all elements of logs and or test data shall accompany the boring logs and or test data presented Required notes shall also include reference to drawings showing plotted boring locations if they are not shown on a boring location plan on the boring log drawings 61 MCAS CHERRY POINT A E GUIDE MATCH LINE DESIGNED amp ENGINEERED BY FACILITIES
127. scs E E E c 84 CATHODIC PROTECTION SYSTEM INSPECTION TESTING AND ACCEPTANCE OPTION ATTACHMENT CHERRY POINT CAD 5 5 2 2 ATTACHMENT CHERRY POINT MECHANICAL ATTACHMENT C CHERRY POINT CIVIL 8 8 xii SECTION 1 DEFINITIONS AND GENERAL GUIDANCE 1 1 DEFINITIONS A amp E An architectural firm an engineering firm or an architectural and engineering firm engaged for design services Appendix A The document that defines th e A amp E s detailed scope of work to include amount of construction funds available activity points of contact schedules for submittals etc Architect or Engineer in Charge AIC EIC The individual within Cherry Point who is designated as the point of c ontact on technical matters CAD Computer Aided Drafting CMC Commandant of the Marine Corps CNO Chief of Naval Operations COE Corps of Engineers CS Contract Specialist is the individual within the Contracts Office who is responsible to ensure that regulations laws and procedures are complied with in the award of a contract Contracting Officer The Officer in Charge NAVFAC Contracts Marine Corps Air Station Cherry Point North Carolina Only Contracting Officers are authorized enter into modify and or terminate contracts i
128. se either manual or computerized methods to meet the energy analysis requirement copy of Instructions for Preparation of Economic Analysis is available from the PM asa guide in proper economic analysis format c Within the limits of functionality and life cycle cost effectiveness all facilities shall be designed to meet the design energy target shown in Table 8 1 of MIL HDBK 1190 To establish the domestic hot water load portion of the design energy target use average day values from table one chapter 54 of the 1987 ASHRAE HVAC Systems and Applications Use ASHRAE standard 90 1 1989 Section 8 5 to determine U factors 41 instead of previous DOD criteria See Form T 2 for guidelines in using the building design energy target Justification rationale is required should the annual energy consumption estimate exceed the design energy budget target 4 6 4 2 ENERGY CONSERVATION SUBMITTAL REQUIREMENTS a Energy Analysis Form E 1 b 3596 Submittal Energy Analysis and Life Cycle Cost Analysis LANTDIV form 4 11010 9 c Pre final submittal Form MS 1 42 GUIDELINES FOR USING BUILDING DESIGN ENERGY TARGET 1 The Design Energy Target figures apply only to buildings and energy consumed within the five foot line of the building except for the following cases a Where a package chiller cooling tower air cooled refrigeration condenser transformer substation heating plant is located outside the five foot line but serves only on
129. ssue final decisions on contract disputes and assign responsibility for conducting negotiations COTR Contracting Officer s Technical Representative DOD Department of Defense EFD Engineering Field Division such as LANTNAVFACENGCOM ES Engineering services FAR Federal Acquisition Regulations FED Facilities Engineering Department Marine Corps Air Station Cherry Point North Carolina This department is responsible for technical review of A amp E construction contract documents In certain cases i e fire alarm systems technical reviews are performed by LANTDIV see next item for the Facilities Engineering Department LANTNAVFACENGCOM Atlantic Division Naval Facilities Engineering Command Norfolk Virginia often referred to as LANTDIV MCON Military Construction Navy MILCON Military Construction DOD NAVFACENGCOM Naval Facilities Engineering Command headquartered in Alexandria Virginia often referred to as NAVFAC OICC Officer in Charge of Construction OMSI Operation and Maintenance Support Information PEP Parametric Estimating and Programming which is the document prepared to support a MCON project for Congress to approve the programming and appropriation cycles The PEP is a concept design effort and replaces the 0 35 Design Project Engineering Documentation process Preparation instructions are available for PEP Project Manager PM The individual within the Facilities Engineering Department who serve
130. st and Erosion Control Plan See Section 4 5 8 11 Storm water Management Plan See Section 4 5 13 NOTE The basis of design and outline specifica tion should be combined into a single bound document Other elements must be separate Distribution and number of copies is Activity project specific and will be provided by the PM in the contract s Appendix A 3 3 2 PRE FINAL SUBMITTAL A technical r eview is required to ensure compliance with Navy DOD and Non DOD requirements construction adequacy and a functional check The A amp E should submit plans and specifications in final form from his viewpoint thus preventing time consuming reviews of incom plete plans and specifications Each 35 or previous review comment sent to the A amp E shall be returned with each comment addressed If the comment was incorporated into the design a response shall so indicate If the comment was not incorporated an e xplanation shall be provided for not doing so Elements 1 Plans coordinated checked and complete from the A amp E viewpoint except for NAVFAC drawing numbers 2 Mechanical Drawings Area for tube coil filter etc removal must be shown dotted and labeled Piping and equipment isometrics should be included for all but the simplest systems If space is limited show dotted in major equipment from other trades air compressor domestic hot water heater electrical panels etc Consider use of 3 D isometric layout for spaces
131. stion 2 8 SUBSURFACE CONDITIONS The A amp E is required to take soil borings and evaluate subsurface conditions in all cases where the Contracting Officer and A amp E determine that soil explorations and laboratory soil test data are necessary i e when adequate data is not available Cherry Point s files Include soil borings in project drawings Include a note to bidders listing what subsurface information is available 1 e test results interpretations recommendations etc and that the information may be examined at FED The A amp E shall analyze and interpret all necessary information concerning foundation soil conditions and shall include in the preparation of specifications and drawings complete and specific coverage of procedures for foundation construction and for handling unusual subsurface conditions Soil explorations and tests should conform to the essential requirements outlined in NAVFAC Design Manual DM 7 Soil Mechanics and Earth 14 Structures and MIL HDBK 1021 Airfield Pavement The A amp E shall contact the PM prior to arriving on the station and obtain approval to dig probe sample or drill in order to avoid injury or damage from encountering active utilities All project areas that require subsurface exploration bore holes or test pits during the design stage or will require excavation during constructions shall be scanned for the presence of existing underground utilities by the A amp E design contractor or
132. struction Contractor s corrosion engineer cathodic protection system start up survey report c Final inspection and testing of cathodic protection systems approximately 30 days after construction contractor s report submittal to verify the contractor s report and insure structure 86 protection levels are per National Association of Corrosion Engineers NACE recommended practices d Confirmation of interference current mitigation to other structures e Provide ROICC with punch list of construction contractor deficiencies on the installation of the cathodic protection systems f Prepare a final inspection report noting all test results to document levels of cathodic protection throughout the structure and to establish baseline parameters 87 ATTACHMENT A CHERRY POINT CAD STANDARDS Rev Date 08 20 03 Point of contact at Cherry Point regarding these standards is Skip Conklin at 252 466 4780 or Phil Fisher at 252 466 4714 1 Project file naming conventions Files will be named the NAVFAC drawing number i e 1234567 dwg All other file names such as mappin g files shall be approved by Government PM 2 All CAD file CD submittals shall have the following labeling on the CD R Item Description Example Disc sequence number Disc 1 of 2 A amp E Consultant Company Name NO MISTAKES INC Construction Contract No A amp E contract no if no construction contract no N62470 00 C 2001 CP Project Number CP9900M
133. sub consultant This information in conjunction with file drawing research review of existing as builts from prior projects and field survey location of above ground visible utilities shall be used by the A amp E to create a site plan showing all known utilities in the affected area Depths to utilities shall be estimated whenever possible costs associated with the location of existing utilities shall be the responsibility of the A amp E For information purposes only known utility locator sub consultants currently doing work at Cherry Point include Pro Mark and No Cuts Other firms may offer competitive services 2 9 CONSTRUCTION SCHEDULE Construction scheduling i e sequence of events and time of construction is required to be submitted for all projects For projects which involve interruptions of existing building operations or major utility usage it is the A amp E s responsibility to discuss the required outages and interruptions with the appropriate PM and operations personnel and establish a construction schedule for these interruptions in the contract specifications Where these outages and inter ruptions adversely impact the project costs or time for completion notify the PM A brief description of the restrictions and their basis may be required 2 10 OCCUPATIONAL SAFETY AND HEALTH STANDARDS Occupational safety and health standards are appli cable to A amp E contracts The Department of the Army Corps of Engineers
134. t a 2 Elapsed contract time 9o 3 Signature and Title Pursuant to authority vested in me certify that this invoice is correct and proper for payment DATE Signature and Title Authorized Certifying Officer CRN APPN SUBHEAD BCN SA AAA TT PAA COST CODE AMOUNT kkkkkkkkkkkk SAMPLE Cede If the ability to certify and authority to recommend are combined in one person one signature only is necessary otherwise the ROICC will sign in the space provided S N 0105 LF 003 0205 WU S Government Printing Office 1988 505 007 90632 2 1 PAGE 9 C ee a 9 xx a 00 2 o PAGE 10 352213009 216894 4 9 5 ZONVIVG 32IOANI SLINSKAVE INnonY x IN ORV z SaSVHd S3SVHd TVLOL viva Loaroud 11 SIHI S3sVHd 018 1504 535 018 344 018 334 1504 31VQd OL Q3l31dWOO NYON oviiNoo 40 AVA a0 39Vd alvd ON 3OIOANI INIOd SYOW IOVHINOO 39V WNO3 SNIIN OOOV lO3rOuUd 39V 3HVN S U3HRN3W HOINS3S Wd XXL X GGG T Id WV S sooo ooo 6 00 61 L 8 1 19 oss z
135. tes In multi discipline projects like BEQ vehicle maintenance shops warehouse etc usually the regulated aspects of the design can be scheduled early in the design so that permit applications can be made This particularly applies to civil site work as the site work is generally complete prior to the architectural and electrical drawings The applications will be reviewed by the PM for accuracy and completeness If needed the reviewed permits shall be returned for correction to the A amp E alo ng with the completed review package b Procedures for Submitting and Obtaining Permit Approvals 1 The A amp E Firm will submit the reviewed permit applications with corrections by letter to the PM 2 The PM shall be responsible for reviewing a nd certifying that permit applications are ready for signature by the applicant The applicant s name for construction permits shall be Commanding General MCAS Cherry Point NC Agent or point of contact with the regulatory agencies will be established by the Technical Code in the letter submitting the permit application When submitting the permit applications and necessary liaison is required with the appropriate regulatory agency CNO policy requires permit applications be signed by an 0 6 or above The A amp E may be directed to attend any public hearings which may be held but only the appropriate PM shall be the official Marine Corps representative If public notice is required by a particular Gove
136. the Quality Review Signature Block see below on the original in the Quality Control line of the title block on the cover sheet of D size drawings indicating a quality review was performed Such items as section detail and note references to other sheets major dimensions and equipment locations shall be marked Verify that all equipment is correctly identified the same way on all sheets and in the specifications Ensure that all work as indicated on the drawings is fully and consistently specified QUALITY CONTROL REVIEW Signature Date Quality Review Signature Block Distribution is as specified in the contract s Appendix A 26 SECTION 4 BASIS OF DESIGN 4 INTRODUCTION The basis of design should be a bound presentation of facts sufficiently complete per the following suggested format to expedite Cherry Point s review of the preliminary submittal Detailed design computations sizing of members or conductors details of connections etc are not necessary with the basis of design but general computations supporting system selection are required The Criteria Manual is MIL HDBK 1190 latest edition Facility Planning and Design Guide 4 2 BASIS OF DESIGN SUGGESTED FORMAT The following guidance is written around new building type construction Where a project consists primarily of mechanical electrical structu ral or another discipline the basis of design shall provide more detailed information for the major discipline
137. the provisions of this guide address the same subject as the contract clauses the contract clauses shall govern 5 Work of the A amp E will be reviewed by OIC NAVFAC Contracts MCAS Cherry Point NC only to the extent necessary to establish conformance with authorized scope and applicable Navy design criteria and to establish reasonable assurance that work can be completed within funds authorized The A amp E shall accept full responsibility for the technical accuracy and professional quality of all work and materials that are furnished under a contract with OIC NAVFAC Contracts MCAS Cherry Point NC 6 OIC NAVFAC Contracts MCAS Cherry Point NC is committed to Quality To achieve this goal we a Expect professional performance from A amp Es b Strive for environmentally compatible solutions c Require A amp Es to document and implement their own Quality Assurance Plan d Insist on attention to details e Strive for technically sound functional and aesthetically pleasing solutions responsive to customer needs and expectations but also a prudent balance between need and desire and the ideal and the realistic in terms of construction iv f Require project execution to stay within scope and budget g Expect A amp E to stay on schedule We appreciate your support in achieving these goals and objectives M SAYGER CDR CEC USN Officer in Charge NAVFAC Contracts vi INDEX Page RECORD OF REY ISIONS
138. ts Include this in the civil basis of design section 39 4 Provide a complete description and schematics of the heating system proposed including an explanation of why this system is preferred over others Also indicate locations of major components of the system For larger systems that qualify under energy conservation a computerized comparison between at least two systems is required c Ventilation ASHRAE Ventilation Standard 62 latest edition 1 State whether a gravity or mechanical system is to be used and provide a brief description of the type proposed 2 Indicate the number of outside air changes per hour in various areas the type of filtration if applicable and whether OSHA requirements are applicable 3 State if smoke removal systems are to be employed per MIL HDB K 1008 latest edition 4 Describe the operation of the system in summer and winter modes d Cooling 1 Comfort Cooling The air conditioned inside design temperature for personnel comfort should be 15 F 9 49C less than the 2 1 2 outside dry bulb weather condition but should not exceed 78 F 25 69C dry bulb or be less than 75 OF 23 99C dry bulb The design relative humidity should be 5096 minimum or the design temperature equal to the outside air dew point design temperature whichever is less 2 Psychometric calculations shall be illustrated on psychometric charts and submitted with pre final 3 Humid Area criteria is provi
139. uirements o Describe air conditioning including humi dity and dust control requirements p Identify interference and clearance requirements q State security requirements including tempest and red black criteria 1 Security Entry Control System Site specific physical security requirements to be obtained from the Claimant User various Navy DOD and other Security Criteria The objective is to identify early in the concept analysis those physical security requirements resulting from local unique environment conditions operations and mission of the facility so they can be fully and properly incorporated into the facility design Refer to MIL HDBK 1013 1 and DM 13 02_ latest edition for further guidance 51 2 Identify separately from the other project elements the requirements for Intrusion Detection Systems IDS Any of the following items and their interconnecting circuits may be considered part of an IDS Annunciation Panels and Cabinets Visual and Audible Annunciators Magnetic Switches Proximity capacitance Sensors Volumetric Sensors passive infrared microwave and ultrasonic Wire Grids Vibration Detectors Power Supplies Integral to Items on this list Closed Circuit Television Cameras and Monitors and Video Recorders used for intrusion detection purposes Access Control Systems 3 IDS installation can be divided into five general functional categories a Navy MCON funded projects b Nuclear or
140. ural effects or significant economic impact a Types of structures for which the installation of CP and protective coatings is required by Federal Regulations include but may not be limited to 34 1 Underground Fuel Storage Tanks 40 CFR 280 and 281 2 Fuel and POL Pipelines 49 CFR 195 3 Natural Gas Pipelines 49 CFR 192 4 Liquefied Natural Gas Facilities 49 CFR 193 b In addition to the structures above CP and protective coatings must be provided per NAVFACENGCOM policy for the following types of buried submerged metallic structures regardless of soil or water corrosiveness 1 Underground oxygen piping 2 The waterside of new steel sheet pile bulkheads 3 New steel pile pier supports and steel fender piles 4 Steel water storage tanks elevated or reservoirs 5 Underground structures storing hazardous products 6 Steel utility piping in soils having resistance b elow 100 000 ohm cm 7 The exterior bottom of aboveground POL tanks 8 Hydraulic piston cylinders for elevators and lifts standard CP design c The requirement for CP protective coatings and joint bonding on the following types of structures must be determined by economic analysis and the recommendations of a qualified corrosion engineer based on soil resistance or corrosiveness if submerged 1 Ferrous metal gravity sewer lines any soil resistance 2 Existing steel waterfront structures 3 Buried ductile cast iron pipe soil resistanc
141. using a commercial virus scanning program All elements of submittals shall be checked by the A amp E and such check shall be made by persons other than those preparing the materials and by professional personnel trained in that specific discipline The various departments in OIC NAVFAC Contracts MCAS Cherry Point NC responsible for compliance with Government requirements and standard criteria will review i t The A amp E shall correct errors and deficiencies at no additional cost to the Government 2 2 A amp E LIABILITY Neither Cherry Point s review approval or acceptance of nor payment for any of the services required shall be construed to operate as a waiver of any rights or of any cause of action arising out of the performance of the contract The A amp E shall be and remain liable to the Government for all costs of any kind which are incurred by the Government as a result of negligent performance of any of the services furnished Reimbursement of costs incurred by the Government as a result of A amp E s error and or negligent performance are actively pursued by OIC NAVFAC Contracts MCAS Cherry Point NC Upon determination that there may be A amp E financial r esponsibility involved the A amp E shall be contacted by the ROICC The A amp E shall be advised of the design deficiency and requested to provide a technical solution to the problem including cost estimate The A amp E shall be further informed that it is the ROI CC s opinion th
142. wing a issuance of the CD R 64 6 3 REFERENCES The current version of Military Bulletin 34 MIL BUL 34 previously NAVFAC P 34 lists all current Federal and Military Specifications and industry and technical society specifications commonly used in Navy construction amp repair work and which are referenced in N AVFAC guide specifications residing on the CD R It is also available from Standardization Documents Order Desk Building 4D 700 Robbins Avenue Philadelphia PA 19111 5094 It is essential that the A amp E become thoroughly familiar with existing design c riteria and publications that are referenced in the guide specifications before they are referenced in the project specifications Before actually referencing one of these specifications the following points should be resolved a Does the amount of material and the nature of the project justify referencing the publications and testing required therein particularly for materials on which such tests are not common b Do the referenced publications cover material of a quality and type suitable for the service required In referencing publications the following rules should be followed a Do not copy portions of publications in the project specifications except where applicable portions are short in length and remainder of the publications do es not apply to the specific project In this case do not list or reference the publication in the project specification
143. ype of work 15 identified separately In addition to a master summary sheet each type of work requires a separate summary sheet Costs from these separate summary sheets must be directly t ransferable to the master summary sheet When work is a combination of more than one project the cost estimate must be further separated per project summarized per project and transferred to the master summary sheet Beginning with the 35 estimate separate line item must be included for Contract Quality Control CQC projects CQC is a contractor responsibility inspection system added to most projects that exceed 2 000 000 in construction cost Unless directed otherwise allow 3 of the construction cost for 35 estimates should monitor the estimated construction cost during design The 3596 estimate through adjustments should monitor the estimated construction cost until the pre final estimate is prepared It is very important that ift he estimate indicates that the design exceeds the allocated funds the PM be contacted for instructions 7 2 2 PRE FINAL DESIGN For all projects over 500 000 and for all new buildings or additions over 100 000 a CES or comparable format estimate is required Unique projects not readily adaptable to CES or comparable format may be discussed with the PM Hard copies of estimates will be required for each submittal The CES program or comparable format database and User s Guide are included on the C CB compact
144. ystems are close select the simpler system Adequate space must be allocated for proper access and maintenance of equipment Me chanical room plan and sections must be large enough to show access areas and resolution of interferences 37 All mechanical designs shall be developed in conjunction with Attachment Cherry Point Mechanical Standards 4 6 2 PLUMBING a Determination of number of each type of fixture based upon the number of persons to be served b Estimated number of fixture units and water demand in GPM for all plumbing fixtures c Estimated maximum and minimum water pressure at each building and indicate if booster pumping will be required d Type size and design temperature of domestic water heater and distribution system Also a statement as to whether heat recovery is contemplated for domestic water heating e Design temperature of domestic hot water distribution system and extent of re circulation system within building f Provide a description of any special mechanical systems such as compressed air hydraulic nitrogen etc including an explanation of the medium source 4 6 3 HEATING VENTILATION AND COOLING See Chapter 8 and Chapter 10 of MIL HDBK 1190 and DM 3 03 a General 1 Calculations Use of professionally recognized nationally used computerized load calculations is encouraged See pre final submittal requirements NOTE Copies of input and output data are required Computer

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