B13_Facility Repairs - Drawings.pdf

PDF 43 MB Posted Jun 17, 2020

Attached to: Bldg 13 Base Communications Renovation, Portsmouth Naval Shipyard, Kittery, Maine
Solicitation number: N4008520R0075
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicits design-build services for a building renovation project. The Naval Facilities Engineering Command seeks to renovate a three-story historic masonry building at the Portsmouth Naval Shipyard in Kittery, Maine. The scope of work includes abating hazardous materials, replacing the south stair tower, upgrading structural systems, restoring original windows, and overhauling mechanical, electrical, data and fire protection systems. Site improvements such as paving and utilities are also required. The solicitation is set aside for total small businesses, with responses due on the date specified in the solicitation number N40085-20-R-0075.

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Other files

File	Type	Posted
Amendment 0007.pdf	PDF	Jul 29, 2020
Amendment 0006.pdf	PDF	Jul 28, 2020
CLIN 0001 - SF 1442.pdf	PDF	Jul 28, 2020
Amendment 0005.pdf	PDF	Jul 27, 2020
Amendment 0004.pdf	PDF	Jul 22, 2020
Amendment 0003.pdf	PDF	Jul 16, 2020
Bldg 13 Site Visit Log.pdf	PDF	Jul 16, 2020
Amendment 0002.pdf	PDF	Jul 8, 2020
Virtual Line at Pass Office.pdf	PDF	Jul 1, 2020
Base Access Pass Registration (5512).pdf	PDF	Jul 1, 2020
DBIDS Access Request Form (5500).docx	DOCX document	Jul 1, 2020
List of Identity Proofing Documents.pdf	PDF	Jul 1, 2020
Amendment 0001.pdf	PDF	Jul 1, 2020
Attachment A - Pre-Proposal Inquiry Form.docx	DOCX document	Jun 17, 2020
Attachment C - Construction Experience Project Data Sheet.docx	DOCX document	Jun 17, 2020
Attachment B - Price Proposal Form.docx	DOCX document	Jun 17, 2020
B13_Facility Repairs - Specifications - Vol 1 of 2.pdf	PDF	Jun 17, 2020
Solicitation N40085-20-R-0075 BLDG 13 PNSY KITTERY.pdf	PDF	Jun 17, 2020
Attachment D - Past Performance Questionnaire.docx	DOCX document	Jun 17, 2020
B13_Facility Repairs - Specifications - Vol 2 of 2.pdf	PDF	Jun 17, 2020
B13_Submittal Register.xlsx	XLSX spreadsheet	Jun 17, 2020
Attachment F - Price Proposal Form.doc	DOC document	Jun 17, 2020

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DRAWFORM REVISION: 10 OCTOBER 2014

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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EPROJECT NO.:

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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DESIGN MANAGER

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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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DESCRIPTION

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DATE

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DRAWN BY

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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DAVID SANDERS

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JEFFREY HOYT PM&E

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DAVID SANDERS

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PATRICK BAKAJ

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SCALE: 1"=10'

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CHECK GRAPHIC SCALE BEFORE USING

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NORTH

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CATCH BASIN INLET PROTECTION. SEE DETAIL B5/C-501.

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FIRST FFE: ±118.4'

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BASEMENT FFE: ±110.4'

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1. EXISTING FINISH FLOOR ELEVATIONS VARY SLIGHTLY EXISTING FINISH FLOOR ELEVATIONS VARY SLIGHTLY DEPENDING ON WHERE THEY ARE TAKEN. VERIFY EXISTING FINISH FLOOR ELEVATIONS AT AREAS OF PROPOSED ADJACENT WORK PRIOR TO COMMENCING WORK WHICH IS DEPENDANT ON SAID EXISTING FLOOR ELEVATIONS.

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BUILDING 13

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SEE NOTE 1, THIS SHEET

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SEDIMENT FILTER SOCK. SEE DETAIL B3/C-501.

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EAST SIDE STORM DRAIN PROFILE C3

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EROSION AND SEDIMENTATION CONTROL NOTES

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2. EXCELSIOR EROSION CONTROL BLANKET - MACHINE PRODUCED MAT OF CURLED WOOD EXCELSIOR COVERED WITH EITHER A WEAVE OF TWISTED CRAFT PAPER OR A BIODEGRADABLE EXTRUDED PLASTIC MESH. THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH FIBERS EVENLY DISTRIBUTED THROUGHOUT AND SHALL BE DESIGNED TO DEGRADE WITHIN 12 MONTHS. 80 PERCENT OF THE FIBERS SHALL BE OVER 6 INCHES IN LENGTH. MINIMUM WEIGHT: 0.8 POUNDS PER SQUARE YARD. 3. JUTE EROSION CONTROL BLANKET - UNIFORM PLAIN WEAVE SINGLE JUTE YARN AVERAGING APPROXIMATELY 130 POUNDS PER SPINDLE OF 14,400 YARDS. THE YARN SHALL BE LOOSELY TWISTED AND WOVEN INTO BLANKETS WITH A MINIMUM AVERAGE WEIGHT OF 1.0 POUND PER SQUARE YARD.

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2. EROSION CONTROL MIX SHALL BE WELL GRADED WITH 70 TO 100 PERCENT ORGANIC MATERIAL (BASED ON DRY WEIGHT) CONSISTING OF FIBROUS AND ELONGATED FRAGMENTS OF SHREDDED OR COMPOSTED BARK OR STUMP GRINDINGS. THE MINERAL PORTION SHALL BE ALL NATURAL (NO MANMADE SUBSTANCES) AND NATURALLY INCLUDED WITH THE PRODUCT (e.g. RESULTING FROM STUMP GRINDINGS) WITH NO ROCK LARGER THAN 3-INCHES AND MINIMAL AMOUNTS OF FINES (SILTS AND CLAYS). EROSION CONTROL MIX SHALL BE FREE OF REFUSE, MATERIAL TOXIC TO PLANT GROWTH, AND UNSUITABLE MATERIALS. UNSUITABLE MATERIALS INCLUDE BARK CHIPS, GROUND CONSTRUCTION DEBRIS, AND REPROCESSED WOOD PRODUCTS.

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1. EXCAVATED NON-HAZARDOUS SOIL MATERIALS FROM EXCAVATIONS WHICH WILL REMAIN OPEN FOR LESS THAN TWO WEEKS, AND SUITABLE FOR BACKFILL, MAY REMAIN AT THE SITE OF THE EXCAVATION. SOIL MATERIALS FROM EXCAVATIONS THAT MUST REMAIN OPEN FOR MORE THAN TWO WEEKS SHALL BE REMOVED FROM THE PROJECT SITE AND ARE SUBJECT TO THE SOIL SAMPLING AND TESTING REQUIREMENTS FOR DISPOSAL. WHENEVER POSSIBLE, PLAN THE WORK SUCH THAT EXCAVATIONS ARE BACKFILLED WITHIN TWO WEEKS. 2. SOIL STOCKPILES SHALL BE PLACED UPON AND COVERED WITH A MINIMUM OF 6 MIL PLASTIC SHEETING. KEEP STOCKPILES COVERED WHEN NOT BEING ACTIVELY WORKED (e.g. OVERNIGHT, OFF-WORK HOURS). 3. PROVIDE AND MAINTAIN A SEDIMENT BARRIER (e.g. FILTER SOCK) AROUND SOIL STOCKPILES. SEE DETAIL B5/C-501.

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%%UE. SOIL STOCKPILE STABILIZATION

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%%UH. TURF RENOVATION

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1. UPON REMOVAL OF TEMPORARY TRAILERS FROM WORKERS PARK, RENOVATE EXISTING TURF AREA USED FOR TEMPORARY TRAILERS AND OTHER TURF AREAS DAMAGED BY CONTRACTOR OPERATIONS. 2. REMOVE EXISTING SOD AND VEGETATION FROM COMPACTED, DISEASED, AND REMOVE EXISTING SOD AND VEGETATION FROM COMPACTED, DISEASED, AND UNSATISFACTORY TURF AREAS. MOW, DETHATCH, CORE AERATE, AND RAKE EXISTING TURF AREAS EXPECTED TO FORM SATISFACTORY TURF. 3. TILL STRIPPED, BARE, AND COMPACTED AREAS THOROUGHLY TO A DEPTH TILL STRIPPED, BARE, AND COMPACTED AREAS THOROUGHLY TO A DEPTH OF 6-INCHES. DO NOT TILL OR OTHERWISE WORK EXISTING SOIL IF SUBGRADES ARE FROZEN, MUDDY, OR EXCESSIVELY WET. PROVIDE TOPSOIL FROM OFF-SITE SOURCES TO FILL LOW SPOTS AND MEET PRE-EXISTING GRADES. TOPSOIL IS SPECIFIED IN SECTION 32 23 00.00 22, EXCAVATION AND FILL (PWD ME). 4. APPLY LIME, FERTILIZER, SEED AND MULCH IN CONFORMANCE WITH THE APPLY LIME, FERTILIZER, SEED AND MULCH IN CONFORMANCE WITH THE STATE OF MAINE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (MDOT-SS), SECTION 618, SEEDING METHOD NUMBER 1. LIME, FERTILIZER, SEED AND MULCH SHALL CONFORM TO MDOT-SS SECTION 717. SEED MIXTURE SHALL BE METHOD #1, PARK MIXTURE. 5. WATER NEWLY PLANTED AREAS AND KEEP MOIST UNTIL SATISFACTORY TURF WATER NEWLY PLANTED AREAS AND KEEP MOIST UNTIL SATISFACTORY TURF IS ESTABLISHED. SATISFACTORY RENOVATED TURF CONSISTS OF A HEALTHY, UNIFORM, CLOSE STAND OF GRASS, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90-PERCENT OVER ANY 10 SQUARE FEET AND BARE SPOTS NOT EXCEEDING 5 BY 5 INCHES.

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%%UD. MULCHING

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1. THE PROJECT DESIGN INCORPORATES EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES APPROPRIATE FOR THE SITE CONDITIONS. DURING CONSTRUCTION AND UNTIL FINAL ACCEPTANCE, IMPLEMENT EROSION CONTROL MEASURES AS INDICATED AS WELL AS ANY ADDITIONAL MEASURES NECESSARY TO CONTROL EROSION AND SEDIMENTATION FROM THE PROJECT SITE. 2. INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE "MAINE EROSION AND SEDIMENT CONTROL PRACTICES FIELD GUIDE FOR CONTRACTORS" (2014). 3. LIMIT AREAS OF EXPOSED SOILS TO THOSE AREAS THAT WILL ACTIVELY BE WORKED TO LIMIT AREAS OF EXPOSED SOILS TO THOSE AREAS THAT WILL ACTIVELY BE WORKED TO ESTABLISH FINISH GRADES. AREAS OF EXPOSED SOILS THAT REMAIN UNWORKED FOR THAT REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED USING TEMPORARY MULCHING. DISTURBED 7 DAYS SHALL BE STABILIZED USING TEMPORARY MULCHING. DISTURBED DAYS SHALL BE STABILIZED USING TEMPORARY MULCHING. DISTURBED SHALL BE STABILIZED USING TEMPORARY MULCHING. DISTURBED SOILS DO NOT INCLUDE COMPACTED SUBBASE OR BASE COURSES BENEATH PAVEMENTS OR COMPACTED STRUCTURAL FILLS FOR FOUNDATIONS.

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%%UA. CONSTRUCTION PLANNING - GENERAL NOTES

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EROSION CONTROL MIX

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2" THICK ON SLOPES OF 3:1 AND FLATTER

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EFFECTIVE AT LIMIT OF DISTURBED AREAS WHERE RUNOFF IS SHEET FLOW

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%%UF. EROSION CONTROL BLANKET

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1. STRAW-COCONUT EROSION CONTROL BLANKET - MACHINE PRODUCED MAT OF 70 PERCENT WHEAT STRAW AND 30 PERCENT COCONUT FIBER WITH PHOTO DEGRADABLE NETTING ON BOTH SIDES, SEWN TOGETHER WITH COTTON THREAD AND DESIGNED TO DEGRADE WITHIN 12 MONTHS. MINIMUM WEIGHT: 0.75 POUNDS PER SQUARE YARD.

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2. BAG FILTER SEAMS SHALL BE DOUBLE STITCHED WITH HIGH-STRENGTH NYLON THREAD AND SHALL HAVE A AVERAGE WIDE WIDTH STRENGTH PER ASTM D 4884 OF 165 LBS/INCH.

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3. INSTALL AND EMPTY BAG FILTERS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

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ANCHOR BAG BETWEEN CATCH BASIN FRAME AND GRATE

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SOLID ROD, TYP

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FINISH GRADE OR SUBGRADE

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CATCH BASIN

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DUMP STRAP, TYP OF 2

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IN-BASIN BAG FILTER

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%%UIN-BASIN BAG FILTER NOTES:

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1. IN-BASIN BAG FILTERS SHALL BE A WOVEN POLYPROPYLENE WITH THE FOLLOWING MINIMUM PROPERTIES:

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a. GRAB TENSILE STRENGTH ACCORDING TO ASTM D-4632: 300 LBS b. PUNCTURE RESISTANCE ACCORDING TO ASTM D-4833: 120 LBS c. MULLEN BURST ACCORDING TO ASTM D-3786: 800 PSI d. FLOW RATE ACCORDING TO ASTM D-4491: 44 GAL/MIN/FT

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SEDIMENT CONTROL WATTLE

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EXIST OR FINISH GRADE (DOWNHILL)

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SECTION

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PLAN

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OVERLAP FILTER SOCK ENDS 1'-0" MIN

AutoCAD SHX Text FILTER SOCK NOTES: 1. FILTER SOCKS SHALL BE MANUFACTURED FILTER SOCKS SHALL BE MANUFACTURED FOR THE PURPOSE OF TEMPORARY SEDIMENT CONTROL AND INSTALLED ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 2. REMOVE ACCUMULATED SEDIMENT WHEN IT REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 2" IN DEPTH. 3. FILTER SOCKS SHALL REMAIN IN PLACE FILTER SOCKS SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE STABILIZED. 4. ANCHOR FILTER SOCKS WITH CONCRETE ANCHOR FILTER SOCKS WITH CONCRETE BLOCKS OR OTHER APPROVED MEANS WHERE REQUIRED TO SECURE IN PLACE AND PREVENT MOVEMENT BY HYDRAULIC FORCES. 5. REFER TO MULCHING PARAGRAPHS, THIS . REFER TO MULCHING PARAGRAPHS, THIS REFER TO MULCHING PARAGRAPHS, THIS SHEET, FOR EROSION CONTROL MIX REQUIREMENTS.

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DISTURBED AREA (UPHILL)

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8" MIN DIA FILTER SOCK FILLED WITH EROSION CONTROL MIX

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DIRECTION OF FLOW

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HAY OR STRAW

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EROSION CONTROL

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PER MANUFACTURERS'

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BLANKETS

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%%UMULCH TYPE

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%%UINSTALLATION

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%%UUSE AND COMMENTS

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SHALL BE DRY AND FREE OF MOLD MAY BE USED WITH PLANTINGS

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USED MOSTLY WITH TREE AND SHRUB PLANTINGS

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SPECIFICATIONS

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USE ON SLOPES, SWALES, AND OTHER EROSION-PRONE AREAS

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70 TO 90 LBS PER 1,000 SF

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3" MINIMUM THICKNESS

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%%UC. DUST CONTROL

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1. RESTRICT CONSTRUCTION TRAFFIC TO PREDETERMINED ROUTES. USE MECHANICAL SWEEPERS ON PAVED SURFACES TO PREVENT ACCUMULATIONS OF SEDIMENT AND/OR DUST. 2. CONTROL DUST WITH PERIODIC WATERING OF EXPOSED SOIL/AGGREGATE, AND PAVED CONTROL DUST WITH PERIODIC WATERING OF EXPOSED SOIL/AGGREGATE, AND PAVED SURFACES. UTILIZE FINE WATER SPRAY TO PREVENT DUST FROM BECOMING AIRBORNE AND UNTIL FINAL STABILIZATION OF THE SITE. 3. USE TEMPORARY OR PERMANENT MULCHING, OR PERMANENT VEGETATIVE COVER TO REDUCE THE NEED FOR DUST CONTROL.

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1. MAINTAIN EROSION CONTROL MEASURES FOR THE LIFE OF THE PROJECT AND UNTIL PERMANENT STABILIZATION OF THE ENTIRE SITE IS ESTABLISHED. PERMANENT STABILIZATION SHALL CONSIST OF AT LEAST 80% VEGETATIVE COVER, PAVEMENT, GRAVEL BASE, OR RIPRAP. 2. INSPECT EROSION CONTROL MEASURES WEEKLY AND BEFORE AND AFTER EACH STORM EVENT. PROMPTLY REPAIR/REPLACE MEASURES DAMAGED OR OTHERWISE NOT FUNCTIONING AS INTENDED. 3. MAINTAIN EROSION CONTROL MEASURES AS INDICATED AND IN ACCORDANCE WITH THE MAINTAIN EROSION CONTROL MEASURES AS INDICATED AND IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN RECOMMENDATIONS. PROTECT STABILIZED AREAS FROM EROSION AND IMMEDIATELY REPAIR/REVEGETATE ERODED AREAS. 4. KEEP AND MAINTAIN A LOG (REPORT) SUMMARIZING THE SCOPE OF EACH EROSION AND KEEP AND MAINTAIN A LOG (REPORT) SUMMARIZING THE SCOPE OF EACH EROSION AND SEDIMENT CONTROL INSPECTION, NAME(S) AND QUALIFICATIONS OF THE PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, AND MAJOR OBSERVATIONS RELATING TO OPERATION OF EROSION AND SEDIMENTATION CONTROLS MEASURES. MAJOR OBSERVATIONS INCLUDE BMP'S THAT NEED MAINTENANCE, BMP'S THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATION, AND LOCATIONS WHERE ADDITIONAL BMP'S ARE NEEDED. FOR EACH BMP REQUIRING MAINTENANCE, BMP NEEDING REPLACEMENT, AND LOCATION NEEDING ADDITIONAL BMP'S, NOTE IN THE LOG THE CORRECTIVE ACTION TAKEN AND WHEN IT WAS TAKEN. MAKE THE LOG ACCESSIBLE TO THE GOVERNMENT AND PROVIDE A COPY UPON REQUEST. 5. REMOVE TEMPORARY EROSION CONTROL MEASURES WITHIN 30 DAYS FOLLOWING REMOVE TEMPORARY EROSION CONTROL MEASURES WITHIN 30 DAYS FOLLOWING PERMANENT STABILIZATION OF THE SITE. REMOVE ACCUMULATED SEDIMENTS AND STABILIZE DISTURBED AREAS RESULTING FROM REMOVALS.

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%%UB. MAINTENANCE DURING CONSTRUCTION

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NOT TO SCALE

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CG101,C-501

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NOT TO SCALE

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CU101,CG101

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%%UG. WINTER STABILIZATION

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1. USE TEMPORARY MULCHING ON DISTURBED AREAS WHICH CANNOT BE SEEDED WITHIN THE GROWING SEASON. MULCH SHALL ALSO BE USED FOLLOWING PERMANENT SEEDING AS SPECIFIED.

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WOOD CHIPS OR BARK MULCH

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1. THE WINTER CONSTRUCTION PERIOD RUNS FROM OCTOBER 15 THROUGH MAY 1. PROVIDE ADDITIONAL THE WINTER CONSTRUCTION PERIOD RUNS FROM OCTOBER 15 THROUGH MAY 1. PROVIDE ADDITIONAL STABILIZATION MEASURES (FOR WINTER AND SPRING SNOWMELT) BY NOVEMBER 1 IF THE SITE, OR ANY PORTION OF THE SITE, IS NOT PERMANENTLY STABILIZED WITH PAVEMENT, GRAVEL ROAD BASE, 95% COVERAGE OF MATURE VEGETATION, EROSION CONTROL MULCH, OR RIPRAP. 2. PERMANENT SEEDING SHALL OCCUR A MINIMUM OF 45 DAYS BEFORE THE FIRST KILLING FROST PERMANENT SEEDING SHALL OCCUR A MINIMUM OF 45 DAYS BEFORE THE FIRST KILLING FROST (ESTIMATED TO BE BY SEPTEMBER 30 IN SOUTHERN MAINE ACCORDING TO THE MAINE EROSION AND SEDIMENT CONTROL PRACTICES FIELD GUIDE FOR CONTRACTORS). IF PERMANENT SEEDING DOES NOT OCCUR A MINIMUM OF 45 DAYS BEFORE THE FIRST KILLING FROST, OVER-WINTER MULCHING AS DESCRIBED BELOW IS REQUIRED. a. OVER WINTER HAY MULCH - APPLY AT 150 POUNDS PER 1,000 SQUARE FEET (DOUBLE THE OVER WINTER HAY MULCH - APPLY AT 150 POUNDS PER 1,000 SQUARE FEET (DOUBLE THE NORMAL RATE) AND ANCHOR WITH NETTING (PEG AND TWINE) OR A TACKIFIER TO PREVENT DISPLACEMENT PRIOR TO FREEZING. APPLY UNIFORMLY SUCH THAT NO SOIL IS VISIBLE THROUGH THE MULCH. DO NOT APPLY HAY MULCH OVER SNOW. b. EROSION CONTROL MIX - APPLY UNIFORMLY AT MINIMUM THICKNESS OF 2-INCHES ON EROSION CONTROL MIX - APPLY UNIFORMLY AT MINIMUM THICKNESS OF 2-INCHES ON DISTURBED AREAS NOT STEEPER THAN 3 (HORIZONTAL) TO 1 (VERTICAL). DO NOT USE IN AREAS OF FLOWING WATER. c. EROSION CONTROL BLANKETS - USE ON SLOPES WHERE HAY WOULD BE DISTURBED BY WIND EROSION CONTROL BLANKETS - USE ON SLOPES WHERE HAY WOULD BE DISTURBED BY WIND OR WATER. INSTALL AND ANCHOR BLANKETS IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN RECOMMENDATIONS. ENSURE FULL CONTACT BETWEEN THE BLANKET AND SOIL FOR EFFECTIVE EROSION CONTROL COVER. d. RIPRAP - USE IN NEWLY CONSTRUCTED DITCHES AND CHANNELS. MAINTAIN REQUIRED DITCH RIPRAP - USE IN NEWLY CONSTRUCTED DITCHES AND CHANNELS. MAINTAIN REQUIRED DITCH SIZE AND SHAPE AFTER PLACEMENT OF RIPRAP. USE PROPERLY SIZED ANGULAR RIPRAP TO ENSURE LONG-TERM STABILITY.

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SET TOP OF ROOTBALL LEVEL WITH FINISHED GRADE, LEAVE NO ROOTS EXPOSED

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1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF TOPSOIL OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS AND MULCH. WATER THOROUGHLY.

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SHRUB PLANTING PROCEDURE

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MIN 4" LAYER TOPSOIL

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CLEAN, VERTICAL TRENCH EDGE, TYP

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SHRUBS

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MULCH LAYER - 3" DEPTH MIN

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FINISHED GRADE

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SCALE: NOT TO SCALE

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CULTIVATE EXISTING SOIL IN LANDSCAPE AREA TO MINIMUM DEPTH OF 12"

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DRAWFORM REVISION: 10 OCTOBER 2014

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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EPROJECT NO.:

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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DESIGN MANAGER

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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWN BY

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DESIGNER

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CHECKED BY

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A/E INFO

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AutoCAD SHX Text 05/20/2020

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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DAVID SANDERS

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JEFFREY HOYT PM&E

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DAVID SANDERS

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PATRICK BAKAJ

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SITE DETAILS - 1

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AND EROSION AND SEDIMENTATION CONTROL NOTES

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PJM

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DEW

PJM

C5TYPICAL CONCRETE WALK DETAIL

TYPICAL CURB DETAILS B3

C2TYP ASPHALT CONCRETE PAVEMENT DETAILS

TYPICAL PIPE BOLLARD DETAILC3

B5TYP THICKENED EDGE CONCRETE WALK DETAIL

A5TYPICAL CONCRETE PAD DETAIL

A2WEST SIDE LANDING STONE DETAIL

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CS101,C-502

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NOT TO SCALE

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6" UNLESS INDICATED OTHERWISE

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1.5" ASPHALT CONC WEARING COURSE

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SAWCUT EXISTING PAVEMENT

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COMPACT EXISTING

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AutoCAD SHX Text 6-12"

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NOT TO SCALE

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CS101, C-502

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MIN

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EXISTING ASPHALT CONCRETE PAVEMENT

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FINISH GRADE, TURF

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6" UNLESS INDICATED OTHERWISE

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AutoCAD SHX Text 8"

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MIN

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AGGREGATE SUBBASE

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FINISH GRADE, CONC WALK, SEE DETAIL C5/C-502

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MIN

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MIN 3,000 PSI CONC BACKFILL, CONTINUOUS ALONG CURB

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SUBGRADE

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COMPACT EXISTING

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SUBGRADE

AutoCAD SHX Text 5"x16" GRANITE CURB OR RESET EXISTING CURB

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MIN 3000 PSI CONC BACKFILL, CONTINUOUS ALONG CURB, TYP

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%%UCURB AT PARKING AREA/CONC WALK

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%%UCURB AT CONCRETE WALK/TURF

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SAWCUT AND GRIND TO 1.5" DEPTH. TACK COAT AND MATCH EXISTING GRADE

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COMPACT EXISTING SUBGRADE

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6" MIN AGGREGATE BASE COURSE

AutoCAD SHX Text PAVING NOTES: 1. DETAIL SHOWS STANDARD PAVEMENT SECTION FOR AREAS OUTSIDE THE CONTROLLED INDUSTRIAL DETAIL SHOWS STANDARD PAVEMENT SECTION FOR AREAS OUTSIDE THE CONTROLLED INDUSTRIAL AREA. FOR PAVEMENT WITHIN THE CONTROLLED INDUSTRIAL AREA, PROVIDE 4" BINDER COURSE AND 2" WEARING COURSE. 2. FULL DEPTH PAVEMENT SECTION APPLIES TO AREAS OF RELATIVELY DEEP EXCAVATIONS FOR FULL DEPTH PAVEMENT SECTION APPLIES TO AREAS OF RELATIVELY DEEP EXCAVATIONS FOR FOUNDATIONS AND UTILITIES. RESURFACE PAVEMENT SECTION APPLIES TO AREAS WHERE THE EXISTING PAVEMENT HAS BEEN REMOVED, BUT EXISTING GRAVEL BASE COURSES REMAIN UNDISTURBED (OR MINIMALLY DISTURBED). 3. FOR AREAS INDICATED TO BE RESURFACED, FINE GRADE EXISTING BASE MATERIAL IN PLACE AND FOR AREAS INDICATED TO BE RESURFACED, FINE GRADE EXISTING BASE MATERIAL IN PLACE AND PROVIDE ASPHALT CONCRETE BINDER AND WEARING COURSES TO ACHIEVE FINISH GRADES INDICATED. PROVIDE ADDITIONAL BASE MATERIAL AS REQUIRED TO MEET FINISH GRADES INDICATED.

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CS101,CU102,C-502,C-503

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NOT TO SCALE

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EXIST EDGE OF PAVEMENT

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FINE GRADE EXISTING BASE COURSE

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(SEE PAVING NOTE 3)

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EXISTING ASPHALT CONCRETE PAVEMENT

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EXISTING ASPHALT CONCRETE PAVEMENT

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RESURFACE

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12" MIN AGGREGATE SUBBASE COURSE

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1.5" ASPHALT CONC WEARING COURSE, TYP. SEE PAVING NOTE 1

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2.5" ASPHALT CONC BINDER COURSE, TYP. SEE PAVING NOTE 1

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SCALE: NOT TO SCALE

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CS101

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1'-6" DIA FORMED CONC FOUNDATION 3000 PSI (MIN)

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STRUCTURAL FILL, TYP

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COMPACT EXISTING SUBGRADE

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ROUNDED CONC FILL

AutoCAD SHX Text 6" DIA, CONC FILLED, GALV STEEL PIPE (SCH 40), PRIME AND PAINT (COLOR TO BE DETERMINED BY CONTRACTING OFFICER)

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FINISH GRADE

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CONCRETE TOP TROWELED SMOOTH AND SLOPED TO DRAIN

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CONCRETE STOOP FOUNDATION WALL AND FOOTING

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AGGREGATE SUBBASE

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CS101

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SCALE: NOT TO SCALE

AutoCAD SHX Text 6" THICK REINFORCED CONCRETE WALK (SEE DETAIL C5/C-502) WITH MIN 12" THICKENED EDGE, 12" WIDE, , TYP

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ASPHALT CONCRETE PAVEMENT

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(3) #5'S (EPOXY COATED), CONT

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COMPACT EXISTING SUBGRADE

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EXISTING ASPHALT CONCRETE PAVEMENT

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FELT BOND BREAKER, TYP

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5" X 16" GRANITE CURB, SEE DETAIL A2/C-502

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MIN

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1.5" ASPHALT CONCRETE WEARING COURSE

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MIN

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MIN 3,000 PSI CONC FILL, TYP

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LINE OF STRUCTURE

AutoCAD SHX Text 6" THICK 4,000 PSI CONC WALK WITH 6x6 W2.9xW2.9 EPOXY COATED WWF

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1/2" PREFORMED FILLER AND JOINT SEALANT AT STRUCTURES, TYP

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12" MIN AGGREGATE SUBBASE COURSE

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CS101

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SCALE: NOT TO SCALE

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FINISH GRADE, GRADE TO DRAIN AWAY FROM PAD, TYP

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3/4" CHAMFER, TYP

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MIN 2" COVER, TYP

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MIN 12" AGGREGATE SUBBASE

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MIN 4,000 PSI REINF CONC PAD WITH FINE BROOM FINISH

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TYP

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COMMON FILL

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COMPACT EXIST SUBGRADE

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#5'S, EPOXY COATED, AT 1'-0" OC EACH WAY, TYP

AutoCAD SHX Text ANCHOR ALL EQUIPMENT TO PADS WITH GALVANIZED CONCRETE ANCHORS IN ACCORDANCE WITH MANUFACTURER'S/SUPPLIER'S REQUIREMENTS.

AutoCAD SHX Text MECHANICAL EQUIPMENT PADS: (2) @ 6'-0" x 3'-0".

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THE FOLLOWING CONCRETE PAD SIZES ARE REQUIRED:

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COORDINATE PAD SIZE TO EXTEND MINIMUM 4" BEYOND EQUIPMENT SELECTED ON ALL SIDES.

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3" MIN, 6" MAX

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CONCRETE PAD NOTES:

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SAWCUT (FULL DEPTH) CLEAN VERTICAL EDGE AND TACK COAT

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TOOLED EDGE, TYP

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MIN

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FINISH GRADE, CONC WALK, SEE DETAIL C5/C-502

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AutoCAD SHX Text NOTE: PROVIDE TOOLED CONTROL JOINTS AS INDICATED ON SITE PLAN PROVIDE TOOLED CONTROL JOINTS AS INDICATED ON SITE PLAN

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FELT BOND BREAKER

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FELT BOND BREAKER

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AutoCAD SHX Text 1/2" = 1'-0"

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%%UELEVATION B-B (AT STEP)

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±45° CHAMFER, TYP

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%%UELEVATION C-C (AT JOINT)

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%%USECTION A-A

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FINISH BACK EDGE TO FORM TIGHT JOINT AT EXISTING THRESHOLD/LANDING

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EXISTING JOINT

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EXISTING FACE OF BUILDING WALL

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EXISTING FACE OF BUILDING WALL, TYP

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SLOPE

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EDGE OF EXISTING (BROKEN) GRANITE LANDING STONE (TO BE REMOVED)

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FLAT (LEVEL) TOP

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FLAT (LEVEL) TOP

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FLAT (LEVEL) TOP

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END FLAT (LEVEL) TOP (BEYOND)

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TOP EDGE OF CHAMFER (TYP)

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%%UFLAT (LEVEL) AREA (TYP EACH SIDE)

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EXISTING JOINT

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GRANITE LANDING

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%%UPLAN

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%%UPLAN VIEW

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NOTE: VERIFY DIMENSIONS IN FIELD.

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DRAWFORM REVISION: 10 OCTOBER 2014

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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EPROJECT NO.:

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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DESIGN MANAGER

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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWN BY

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DESIGNER

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CHECKED BY

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A/E INFO

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AutoCAD SHX Text 05/20/2020

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

AutoCAD SHX Text 1548987

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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DAVID SANDERS

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JEFFREY HOYT PM&E

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DAVID SANDERS

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PATRICK BAKAJ

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SITE DETAILS - 2

AutoCAD SHX Text 12814070

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PJM

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DEW

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PFD

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CHECK GRAPHIC SCALE BEFORE USING

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TYP PIPE TRENCH DETAIL C5

A2TYP CATCH BASIN DETAIL

C3TYP FOUNDATION DRAIN DETAIL

A5TYP CLEANOUT DETAIL

B4TYP DOWNSPOUT BOOT DETAILC5

C2TYP ADDITION EARTHWORK SECTION

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6" MIN

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COMPACT EXIST SUBGRADE

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PIPE BEDDING MATERIAL

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PIPE

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WARNING AND IDENTIFICATION TAPE, INSTALL 12" BELOW FINISH GRADE

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FINISH GRADE, 4" TOPSOIL, SEED AND MULCH

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DEPTH VARIES FOR STORM DRAINS

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8" MIN

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PIPE DIA

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TURF AREAS

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PAVED AREAS

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ASPHALT CONC PAVEMENT

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COMMON FILL

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AutoCAD SHX Text MAINTAIN THE FOLLOWING MINIMUM DEPTHS OF COVER UNLESS INDICATED OTHERWISE: UTILITY DEPTH OF COVER DEPTH OF COVER STORM DRAIN DEPTH VARIES, SEE DEPTH VARIES, SEE SHEET CU101 AND C-301 CU101 AND C-301 STEAM SERVICE 3'-0"3'-0"

AutoCAD SHX Text COMPLY WITH OSHA STANDARDS FOPR EXCAVATION. TRENCH SIDEWALLS SHALL BE VERTICAL FROM TRENCH BOTTOM TO MINIMUM 12" ABOVE TOP OF PIPE.

AutoCAD SHX Text %%uPIPE TRENCH NOTES:

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6" MIN

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AutoCAD SHX Text PROVIDE MINIMUM 6" VERTICAL CLEARANCE BETWEEN CROSSING PIPES, UNLESS INDICATED OTHERWISE.

AutoCAD SHX Text INSTALL THERMOPLASTIC GRAVITY PIPING IN ACCORDANCE WITH ASTM D 2321 (CLASS II BEDDING UNLESS INDICATED OTHERWISE).

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AutoCAD SHX Text FOR UNDERGROUND STEAM AND CONDENSATE PIPING, PROVIDE BEDDING MATERIAL AND DIMENSIONS IN ACCORDANCE WITH THE PIPE MANUFACTURERS' WRITTEN RECOMMENDATIONS.

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NOT TO SCALE

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CU101,C-503

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3/4" CRUSHED STONE BASE, MIN 6" THICK

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BACKFILL, TYP

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STORM DRAIN IN PIPE TRENCH

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FLEXIBLE CONNECTOR AND STAINLESS STEEL CLAMPS, TYP

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OUTLET 0.1' LOWER THAN INLET, TYP, UNLESS INDICATED OTHERWISE

AutoCAD SHX Text PRECAST CONC RISER SECTIONS, (AS REQUIRED) AND CONE SECTION, SEE CATCH BASIN NOTE 2

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MONOLITHIC PRECAST CONC BASE SECTION

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COMPACT EXIST SUBGRADE

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FINISH GRADE, ASPHALT CONCRETE PAVEMENT, GRADE TP DRAIN TOWARD CATCH BASIN, TYP

AutoCAD SHX Text SET FRAME TO GRADE WITH PRECAST CONCRETE GRADE RINGS OR 1-3 COURSES MORTARED CLAY BRICK

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BACKFILL, TYP

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CONC FILL, TYP

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HEAVY DUTY (HS-20 LOAD RATED) FRAME AND GRATE

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AutoCAD SHX Text %%uCATCH BASIN NOTES:

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(UNLESS INDICATED OTHERWISE)

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5", TYP

AutoCAD SHX Text CATCH BASINS SHALL CONFORM TO ASTM C478. PROVIDE MINIMUM 4,000 PSI 28 DAY COMPRESSIVE STRENGTH CONCRETE AND REINFORCING TO ACHIEVE AASHTO HS-20 LOAD RATING (32,000 POUND AXLE LOAD).

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STEP, TYP (SEE NOTE 4)

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SEAL SECTIONAL JOINTS WITH 1" DIAMETER BUTYL RUBBER SEALANT.

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AutoCAD SHX Text CONE SECTIONS SHALL BE ECCENTRIC CONES. FLAT SLAB TOPS WITH OFF-SET OPENINGS MAY BE USED WHERE PIPE WOULD OTHERWISE ENTER INTO THE CONE SECTION OF THE STRUCTURE.

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%%UCLEANOUT NOTES

AutoCAD SHX Text CONCRETE SHALL BE MINIMUM 3000 PSI 28 DAY COMPRESSIVE STRENGTH. MAINTAIN MINIMUM 3" CONCRETE COVER OVER ALL REINFORCING STEEL.

AutoCAD SHX Text INLINE CLEANOUT SHOWN. FOR CLEANOUTS AT ENDS OF LINES, PROVIDE 45 DEGREE BEND IN LIEU OF WYE.

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PIPE BEDDING (OR STRUCTURAL FILL), TYP

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DRAINAGE FILL, TYP

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FINISH GRADE, SEE PLANS FOR SURFACE TYPES

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3/4" CHAMFER, TYP

AutoCAD SHX Text STANDARD PIPE JOINT OR FLEXIBLE COUPLING WITH STAINLESS STEEL CLAMPS FOR DISSIMILAR PIPE, TYP

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CLEANOUT BRANCH SAME SIZE AS DRAIN

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6"MIN

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OF FLOW

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DIRECTION

AutoCAD SHX Text 1'-6" x 1'-6" x 6" THICK CONC COLLAR REINFORCED WITH #3 TIE (NOTE: CONC COLLAR NOT REQUIRED FOR CLEANOUTS IN CONC WALKS)

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4" PVC PIPE AND FITTINGS

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PVC THREADED PIPE HUB AND CLEANOUT PLUG

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PERFORATED FOUNDATION DRAIN

AutoCAD SHX Text 9" DIA CAST IRON ACCESS FRAME COVER WITH CAST-IN LETTERING "DRAIN" FOR FOUNDATION DRAINS

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GEOTEXTILE ALL AROUND, WITH MIN 6" OVERLAP AT TOP

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4" PERFORATED FOUNDATION DRAIN WITH MIN 6" DRAINAGE FILL ALL AROUND

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STRUCTURAL FILL

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FOUNDATION WALL

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FINISH GRADE (TYP)

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BFE: VARIES

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INLET, 0.1' ABOVE OUTLET, TYP

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CU101

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NOT TO SCALE

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CU101

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NOT TO SCALE

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CU101

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NOT TO SCALE

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FINISH GRADE

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EXIST BUILDING WALL, TYP

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METAL DOWNSPOUT

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CAST IRON DOWNSPOUT BOOT, TYP

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SEAL ANNULAR SPACE WITH ELASTOMERIC SEALANT, TYP

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4" STORM DRAIN LINE IN PIPE TRENCH, SEE DETAIL C5/C-503

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CU101

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SCALE: 1/2 =1'-0"

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PROVIDE STEPS AT 12" ON CENTER FOR BASINS OVER 4' DEEP.

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COORDINATE OPENINGS IN CATCH BASINS WITH PIPING PLAN.

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CS101

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SCALE: 1/2"=1'-0"

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FFE: 114.50'

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8" REINF CONC FND WALL AND 4" REINF CONC SLAB-ON-GRADE, SEE DETAIL B2/SB502

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EXISTING STONE/ GRANITE FND WALL

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EXISTING CONC SLAB, ±3" THICK

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EXIST FFE: 118.38''

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CONC LEVELING PAD, SEE DETAIL B2/SB502

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MATCH EXISTING BOF ELEV

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EXISTING SOUND LDEGE, TYP

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STRUCTURAL FILL

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STRUCTURAL FILL

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BOF ELEV: 110.50'

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STRUCTURAL FILL

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12" TYP (6" AT RAMP, 1'-4" ADJACENT TO STEPS)

AutoCAD SHX Text BOTTOM OF FOOTING NOTES: 1. THE EXISTING BOTTOM OF FOOTING ELEVATION ALONG THE SOUTHERLY END OF THE EXISTING BUILDING WILL DETERMINE THE THE EXISTING BOTTOM OF FOOTING ELEVATION ALONG THE SOUTHERLY END OF THE EXISTING BUILDING WILL DETERMINE THE ADJOINING STAIR TOWER/ELEVATOR ADDITION BOTTOM OF FOOTING ELEVATION. 2. COORDINATE WITH THE CONTRACTING OFFICER WITH EXISTING BOTTOM OF FOOTING ELEVATIONS. MATCH THE EXISTING BOTTOM COORDINATE WITH THE CONTRACTING OFFICER WITH EXISTING BOTTOM OF FOOTING ELEVATIONS. MATCH THE EXISTING BOTTOM OF FOOTING ELEVATION WHERE THE STAIR TOWER/ELEVATION ADDITION ADJOINS THE EXISTING BUILDING. BOTTOM OF FOOTINGS THEN STEP DOWN TO PROVIDE MINIMUM 4' FROST PROTECTION (4' MAXIMUM DEPTH) AND ACCOMMODATE STORM DRAIN PIPING. 3. DO NOT EXCAVATE BELOW THE PLANE SURFACES EXTENDING 12" HORIZONTAL FROM THE BOTTOM OF EXISTING FOOTINGS AND DO NOT EXCAVATE BELOW THE PLANE SURFACES EXTENDING 12" HORIZONTAL FROM THE BOTTOM OF EXISTING FOOTINGS AND THEN DOWN AT A SLOPE OF (2) HORIZONTAL TO (1) VERTICAL.

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CLEANOUT OPENING WITH GASKETED COVER, TYP

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DRAWFORM REVISION: 10 OCTOBER 2014

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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EPROJECT NO.:

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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DESIGN MANAGER

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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWN BY

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DESIGNER

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CHECKED BY

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A/E INFO

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AutoCAD SHX Text 05/20/2020

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

AutoCAD SHX Text 1548987

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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DAVID SANDERS

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JEFFREY HOYT PM&E

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DAVID SANDERS

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PATRICK BAKAJ

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SITE DETAILS - 3

AutoCAD SHX Text 12814071

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PJM

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DEW

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PFD

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CHECK GRAPHIC SCALE BEFORE USING

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AutoCAD SHX Text 1/2" = 1'

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B5TYP RAMP SECTION

C5TYP RAMP FOUNDATION SECTION

C2EAST STAIR/RAMP FOUNDATION PLAN

B2EAST STAIR/RAMP PLAN

A2EAST STAIR/RAMP ELEVATION

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AutoCAD SHX Text GRANITE STAIRS MUST MEET THE DIMENSIONAL UNIFORMITY REQUIREMENTS OF NFPA 101, INCLUDING: NO VARIATION IN EXCESS OF 3/16" IN THE DEPTH OF ADJACENT TREADS OR IN THE HEIGHT OF ADJACENT RISERS; THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER AND BETWEEN THE LARGEST AND SMALLEST TREAD SHALL NOT EXCEED 3/8"; THE UNIFORMITY REQUIREMENTS DO NOT APPLY TO THE BOTTOM RISER ADJOINING THE SIDEWALK. REFER TO SHEET CG101 FOR FINISH SIDEWALK GRADES ADJACENT TO THE BOTTOM RISER. RISER HEIGHT IS MEASURED AS THE VERTICAL DISTANCE BETWEEN TREAD NOSINGS.

AutoCAD SHX Text C-504

AutoCAD SHX Text 1/2"=1'-0"

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#5 VERT AT 2'-0" OC, ALTERNATE BEND DIRECTION INTO FOOTING, TYP

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STRUCTURAL FILL, TYP

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EXISTING SOUND LEDGE, TYP

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(2) #5'S CONT, TYP

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#5 GALV DOWELS AT 2'-0" OC, TYP

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#5 HORIZ, TYP AT TOP, EACH DOWEL, AND BOTTOM

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#5'S (GALV) AT 1'-0" OC, EACH WAY, TYP

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6" THICK REINF CONC SLAB-ON-GRADE WITH LIGHT BROOM FINISH

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1.5% SLOPE, TYP

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BASEMENT FFE: 110.4'

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FFE: %%P118.4'

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BFE: 110.00'

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RAMP SURFACE, ELEV VARIES

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STRUCTURAL FILL, TYP

AutoCAD SHX Text C-504

AutoCAD SHX Text 1/2" = 1'-0"

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#30 FELT AT EXISTING GRANITE FND WALL, TYP

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TYP

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EXISTING GRANITE FOUNDATION WALL AND FOOTING

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BASEMENT FFE: 110.4'

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FFE: %%P118.4'

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EXISTING GRANITE FOUNDATION WALL AND FOOTING

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TWE ELEV VARIES SEE PLAN

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COPING TOP ELEV VARIES, SEE PLAN

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GUARD RAIL (WHERE INDICATED), TYP

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HANDRAIL BOTH SIDES, TYP

AutoCAD SHX Text GRANITE COPING STONE, 2" THICK, 1'-1" x 1'-11 5/8" TYP SIZE, WITH 3/8" MORTAR JOINT, TYP

AutoCAD SHX Text GRANITE VENEER, 1 1/4" THICK, 11 5/8" x 1'-11 5/8" TYP SIZE, WITH 3/8" MORTAR JOINT, TYP

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1/2" BACKER ROD AND SEALANT, TYP

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3/8" MORTAR JOINT, TYP

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CUT VENEER PARALLEL WITH RAMP, TYP

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%%UEAST SIDE GRANITE STEP SCHEDULE

AutoCAD SHX Text ALL STONES ARE 6 3/4" THICK x 1'-1" WIDE. REQUIRED LENGTHS ARE:

AutoCAD SHX Text 2" DIA CORE HOLE, ANCHOR HANDRAIL (AND GUARDRAIL) POSTS WITH NON-SHRINK GROUT, TYP

AutoCAD SHX Text NOTE: LENGTHS INDICATED MAKE NO ALLOWANCE FOR JOINTS LENGTHS INDICATED MAKE NO ALLOWANCE FOR JOINTS (ie. ARE CENTER OF JOINT TO CENTER OF JOINT, OR CENTER OF JOINT TO FACE OF BUILDING). ACCOUNT FOR (MINIMUM/TIGHT) JOINT SPACING WHEN FABRICATING STONE SUCH THAT STAIRS MEET OVERALL DIMENSIONS INDICATED.

AutoCAD SHX Text BOTTOM STEP: 9'-2" (WITH CUT CORNER), (2) @ 8'-0", 5'-0", 4'-2 1/2" SECOND STEP: 7'-5", (2) @ 5'-8", 7'-8", 3'-2 1/2" THIRD STEP: 6'-5", (2) @ 8'-6", 2'-2 1/2" FOURTH STEP: 5'-5", (2) @ 3'-8", 7'-8", 1'-2 1/2" FIFTH STEP: 4'-11", (2) @ 6'-6", 2 1/2" SIXTH STEP: 3'-11", 11'-0" (WITH CUT CORNER)

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%%UUNIFORMITY REQUIREMENTS

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REINF CONCRETE FOUNDATION WALL AND FOOTING, SEE DETAIL C5/C-504, TYP

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FINISH GRADE, REINF CONC WALK, TYP. SEE DETAIL C5/C-502

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TYPICAL 8" REINF CONCRETE FND WALL AND FOOTING

AutoCAD SHX Text C-504

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CS101

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text

(TYP)

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(TYP)

AutoCAD SHX Text NOTE: TOP OF FOUNDATION WALL ELEVATIONS TOP OF FOUNDATION WALL ELEVATIONS INDICATED ARE BASED ON 1/2" TO 5/8" MORTAR JOINT BENEATH STONE STEPS AND COPINGS.

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REINF CONC FND WALL AND FOOTING, SEE DETAIL C4/C-505

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REINF CONC FND WALL AND FOOTING, SEE DETAIL C4/C-505

AutoCAD SHX Text C-505

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CS101,CU101

AutoCAD SHX Text 1/4" = 1'-0"

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RAMP DOWN

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RAMP DOWN

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JOINT IN GRANITE STEP, FINISH BOTH FACES TO FORM TIGHT JOINT, TYP

AutoCAD SHX Text C-505

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5/8" DIA HEADED ANCHOR BOLT, (GALV), MIN (2) PER STONE, SEE DETAIL C5/C-505

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FINISH END OF STONES TO FORM TIGHT JOINT AT EXISTING BUILDING, TYP

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1/2" PREFORMED FILLER

AutoCAD SHX Text CORE HOLE IN CONCRETE RAMP FOR HANDRAIL (OR GUARDRAIL) POST. ANCHOR POST WITH NON-SHRINK GROUT, TYP

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AREA DRAIN - RIM ELEV: 115.58'

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TO 8" STORM DRAIN, SEE SHEET CU101 FOR CONTINUATION

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CORE HOLE IN GRANITE FOR HANDRAIL POST. ANCHOR POST WITH NON-SHRINK GROUT, TYP

AutoCAD SHX Text SLEEVE (OR CORE HOLE) IN CONC RAMP WITH CONDUIT UP THROUGH BOTTOM OF HANDRAIL POST. ANCHOR POST WITH NON-SHRINK GROUT, TYP OF 2 IN RAMP

AutoCAD SHX Text CORE HOLE IN GRANITE FOR CONDUIT PENETRATION UP THROUGH BOTTOM OF HANDRAIL POST, TYP OF 2 THIS SIDE

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CS101

AutoCAD SHX Text 1/4" = 1'-0"

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ELEV AT BLDG LINE: 118.28

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COPING TOP ELEV:115.75

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COPING TOP ELEV:117.75

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COPING ELEV: 118.75

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COPING TOP ELEV: 116.75

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AutoCAD SHX Text D

AutoCAD SHX Text C

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AutoCAD SHX Text A

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DRAWFORM REVISION: 10 OCTOBER 2014

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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EPROJECT NO.:

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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DESIGN MANAGER

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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWN BY

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DESIGNER

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CHECKED BY

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A/E INFO

AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text 05/20/2020

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

AutoCAD SHX Text 1548987

AutoCAD SHX Text

UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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DAVID SANDERS

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JEFFREY HOYT PM&E

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DAVID SANDERS

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PATRICK BAKAJ

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EAST STAIR/RAMP PLAN AND DETAILS

AutoCAD SHX Text 12814072

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PJM

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DEW

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PJM

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CHECK GRAPHIC SCALES BEFORE USING

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AutoCAD SHX Text 1/2" = 1'

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AutoCAD SHX Text 1/4" = 1'

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B5TYP EAST SIDE STAIR SECTION

C5TYP EAST STAIR STEP DETAIL

C4TYP STAIR FND WALL/FOOTING DETAIL

A4TYP WEST SIDE STAIR SECTION

A5TYP WEST STAIR STEP DETAIL

A2WEST STAIR ELEVATION

B2WEST STAIR PLAN

C2WEST STAIR FOUNDATION PLAN

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BASEMENT FFE: 110.4'

AutoCAD SHX Text REMOVE EXISTING MORTARED BRICK AND STONE FOUNDATION TO SOUND SURFACE, ELEV ±113.5'

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FINISH GRADE AT BOTTOM STEP ELEV:114.22'

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LANDING AT NOSING ELEV:118.22'

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EXISTING GRANITE ELEV:118.28'

AutoCAD SHX Text C-505

AutoCAD SHX Text 1/2" = 1'-0"

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TWE=114.18'

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FINISH GRADE:114.22'

AutoCAD SHX Text 5/8" DIA x 8" LONG HEADED ANCHOR BOLT (GALV), 2-1/2" PROJECTION ABOVE CONC, (2) RODS PER STONE, TYP, UNLESS INDICATED OTHERWISE

AutoCAD SHX Text 6-3/4" x 13" GRANITE STAIR TREAD, LENGHTS VARY, TYP

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SLOPE 1/8"/ TREAD, TYP

AutoCAD SHX Text 1" DIA x 2-1/2" DEEP DRILL HOLE AND EPOXY GROUT, MIN 2 PER STONE, TYP

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(TYP)

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SPACERS AND MORTAR INFILL, TYP

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8" REINF CONC FDN WALL, TYP

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#5 VERT AT 2'-0" OC, ALTERNATE BEND DIRECTION INTO FOOTING, TYP

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EXISTING SOUND LEDGE, TYP

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#5 DOWELS (HORIZ) AT 12" OC, TYP

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#5 HORIZ AT 12" OC,, TYP

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text C-504,C-505

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text C-504

AutoCAD SHX Text 1/2" = 1'-0"

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BASEMENT FFE: 110.4'

AutoCAD SHX Text REMOVE EXISTING MORTARED BRICK AND STONE FOUNDATION TO SOUND SURFACE, ELEV ±114.7'

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LANDING AT NOSING ELEV:118.35'

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EXISTING GRANITE ELEV:118.40'

AutoCAD SHX Text C-505

AutoCAD SHX Text 1/2" = 1'-0"

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%%UWEST SIDE GRANITE STEP SCHEDULE

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ALL STONES ARE 6 3/8" THICK. REQUIRED WIDTHS AND LENGTHS ARE:

AutoCAD SHX Text BOTTOM STEP: (2) @ 1'-1" x 3'-5 1/4", (2) @ 1'-1" x 6'-0", 1'-1" x 5'-0" SECOND STEP: (2) @ 1'-1" x 2'-5 1/4", (2) @ 1'-1" x 7'-6" THIRD STEP: (2) @ 1'-1" x 1'-11 1/8", (2) @ 6'-6" FOURTH STEP: (2) @ 1'-0" x 1'-0 1/4", 1'-0" x 11'-0"

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EXISTING GRANITE LANDING TO REMAIN

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BEVEL BACK EDGE TO FORM TIGHT JOINT AT EXISTING LANDING

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EXISTING GRANITE LANDING TO REMAIN

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EXISTING LINE OF BRICK (BEYOND)

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FINISH GRADE AT BOTTOM STEP ELEV:115.65'

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EXISTING GRANITE FOUNDATION WALL AND FOOTING

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EXISTING GRANITE FOUNDATION WALL AND FOOTING

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EXISTING MORTARED BRICK AND STONE FOUNDATION

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EXISTING MORTARED BRICK AND STONE FOUNDATION TO REMAIN

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FINISH BACK EDGE TO FORM TIGHT JOINT AT LANDING

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LINE OF BRICK, BEYOND

AutoCAD SHX Text C-505

AutoCAD SHX Text 1" = 1'-0"

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NOTE: EAST SIDE STAIR SHOWN; WEST SIDE STAIR SIMILAR.

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GRANITE STEP, TYP, SEE DETAIL C5/C-505

AutoCAD SHX Text 1" DIA x 2-1/2" DEEP DRILL HOLE AND EPOXY GROUT, MIN 2 PER STONE, TYP

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GRANITE STEP, TYP, SEE DETAIL C5/C-505

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GRANITE STEP, TYP, SEE…

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