Amendment 10 - Civil dwgs.pdf

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LBT / LBL

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1. ELEVATION CONTOURS, SPOT GRADES, INVERTS AND DIMENSIONS ON CIVIL

DRAWINGS ARE IN DECIMAL FEET UNLESS NOTED OTHERWISE.

2. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS ONLY. DO NOT

SCALE DRAWINGS.

3. EXISTING CONDITIONS ARE BASED ON FIELD SURVEY BY DOUCET SURVEY,

INC., PERFORMED IN OCT. TO NOV. 2017 AND SEPT. 2018 AND PORTSMOUTH

NAVAL SHIPYARD (PNSY) YARD RECORD DRAWINGS. HORIZONTAL CONTROL

IS BASED UPON MAINE STATE PLANE COORDINATES NAD83 /96 MAINE WEST

ZONE 1802. VERTICAL DATUM IS BASED ON NAVD 1988 VERTICAL DATUM PER

PNSY CONTROL SURVEY OF 2002. CONTROL POINTS H1, (PUBLISHED ELEV. =

15.751). EXISTING CONDITIONS ARE ALSO BASED ON RECORD DRAWINGS

AND OBSERVATION. HORIZONTAL DATUM IS MAINE STATE COORDINATES,

WEST ZONE NAD 83.

4. EXERCISE CARE TO PROTECT EXISTING BENCHMARKS, SYSTEMS, AND

SURFACES TO REMAIN. ALL DAMAGED SYSTEMS AND SURFACES MUST BE

REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICER AT

NO ADDITIONAL COST TO THE GOVERNMENT.

5. YELLOW PLASTIC - CONTRACTORS MUST NOT USE YELLOW OR

ORANGE-YELLOW COLORED MATERIALS FOR THE FOLLOWING PURPOSES;

PROTECTIVE CLOTHING, HOODS, SHEETING, TARPS, POLYETHYLENE

BOTTLES OR OTHER CONTAINERS, TAPES, BAGS, BANDING, IDENTIFICATION

MARKS ON TOOLS, BOUNDARY MARKERS, RIBBONS, VENT DUCTS, ETC.

CONTRACTOR GENERATED YELLOW COLORED WASTE MUST BE DISPOSED

OF BY THE CONTRACTOR OFF-YARD, SHIPYARD REFUSE CONTAINERS MUST

NOT BE USED FOR THE DISPOSAL OF YELLOW COLORED WASTE MATERIALS.

YELLOW COLORED ITEMS SUCH AS DESCRIBED ABOVE ARE OF SPECIAL

SIGNIFICANCE WITHIN THE SHIPYARD AND ARE SUBJECT TO STRICT

CONTROLS. YELLOW COLORED CONTRACT GENERATED DEBRIS MUST BE

BAGGED IN NON-TRANSLUCENT CONTAINERS AND PROMPTLY REMOVED

FROM PORTSMOUTH NAVAL SHIPYARD.

6. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS

SUBSTANCES (IE OIL, ANTIFREEZE, CHEMICALS, ETC.) OCCURRING DURING

THE PERFORMANCE OF THIS CONTRACT IMMEDIATELY UPON DISCOVERY,

REGARDLESS OF THE QUANTITY. CALL THE FIRE DEPARTMENT AT

207.438.2333 TO REPORT THE SPILL. THE GOVERNMENT RESERVES THE

RIGHT TO CLEAN UP, PACKAGE AND DISPOSE OF CONTRACTOR SPILLS

OCCURRING ON THE SHIPYARD, AND BILL SUCH COSTS TO THE

CONTRACTOR.

7. NOTIFY CONTRACTING OFFICER AND STOP WORK IMMEDIATELY IF

HAZARDOUS MATERIAL SUCH AS PCB, LEAD PAINT, AND FRIABLE AND

NON-FRIABLE ASBESTOS AND ANY OTHER MATERIAL THAT MAY BE

HAZARDOUS TO HUMAN HEALTH IS ENCOUNTERED DURING CONSTRUCTION

OPERATIONS.

8. IN ARCHAEOLOGICALLY SENSITIVE AREAS IDENTIFIED ON SHEETS G-131 AND

G-132, PROVIDE ARCHAEOLOGICAL MONITORING FOR ALL GROUND

DISTURBING ACTIVITIES. WORK WITHIN EXISTING DUCT BANKS OR DIRECTLY

ABOVE ARE EXEMPT FROM THIS REQUIREMENT.

GENERAL NOTES:

CONSTRUCTION NOTES:

1. FIELD VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE

COMMENCING WORK. UNDERGROUND UTILITY LOCATIONS ARE

APPROXIMATE. LOCATIONS SHOWN ARE A COMPILATION OF FIELD

INVESTIGATIONS AND EXISTING RECORD DRAWINGS. THE EXACT LOCATION

OF ALL UTILITIES MUST BE CONFIRMED IN THE FIELD BY THE CONTRACTOR

BY DIRECT OR INDIRECT (ELECTRONIC, MAGNETIC, GROUND PENETRATING

RADAR) MEANS. THE RESULTS OF THE INVESTIGATIONS MUST BE

RECORDED ON CIVIL DRAWINGS HIGHLIGHTING ANY CHANGES OR

CONFLICTS WITH DESIGN DRAWINGS. ANY DISCREPANCIES MUST BE

REPORTED TO THE CONTRACTING OFFICER. UTILITY MAPPING MUST BE

PERFORMED IN COORDINATION WITH THE PNS "DIG SAFE" PROGRAM.

SECURE A "DIGGING" PERMIT AND CONTACT "DIG SAFE" AT 1-888-344-7233

TO OBTAIN A "DIG SAFE" PERMIT AT LEAST 14 WORKING DAYS PRIOR TO

ANY EXCAVATION OR POST DRIVING (3" DEEP OR MORE). THE CONTRACTOR

MUST STAKE OR PAINT THE LIMITS OF CONSTRUCTION PRIOR TO NOTIFYING

DIG SAFE.

2. PREPARE A "PWD MAINE DIG SAFE UTILITY LOCATE REQUEST FORM" AT

LEAST 14 CALENDAR DAYS PRIOR TO THE COMMENCEMENT OF

EXCAVATION OR GROUND PENETRATING ACTIVITY AND SUBMIT THE FORM

TO THE CONTRACTING OFFICER.

3. THE GOVERNMENT WILL LOCATE AND MARK THE UNDERGROUND UTILITIES

WITHIN 14 CALENDAR DAYS OF RECEIVING THE DIG SAFE NOTIFICATION.

4. EXCAVATION OR GROUND PENETRATION ACTIVITIES CANNOT COMMENCE

UNTIL THE UTILITIES HAVE BEEN MARKED IN THE FIELD AND THE PWD MAINE

DIG SAFE UTILITY LOCATE REQUEST FORM HAS BEEN RETURNED

INDICATING THE PWD MAINE DIG SAFE REVIEW PROCESS HAS BEEN

COMPLETED AND EXCAVATION HAS BEEN APPROVED BY THE CONTRACTING

OFFICER.

1. PROVIDE STEEL TRAFFIC ROAD PLATES AT ALL EXCAVATIONS IN PAVED

AREAS THROUGHOUT CONSTRUCTION TO ALLOW VEHICLE ACCESS.

2. ALL PAVEMENT MARKINGS MUST CONFORM TO THE LATEST EDITION OF THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", STANDARD

ALPHABETS, AND THE AMERICANS WITH DISABILITIES ACT REQUIREMENTS,

LATEST EDITION.

3. GIVEN DIMENSIONS ARE FROM FACE OF CURB, FACE OF WALL, FACE OF

BUILDING, EDGE OF PAVEMENT, AND CENTERLINE OF MARKINGS UNLESS

OTHERWISE NOTED.

4. WHERE ITEMS SUCH AS UTILITY STRUCTURES AND EARTHWORK MATERIALS

ARE INDICATED BY TYPE, SEE THE MEDOT STANDARD SPECIFICATIONS,

HIGHWAY AND BRIDGES, LATEST REVISION, AND SUPPLEMENTARY

STANDARD CONSTRUCTION DETAILS FOR CONSTRUCTION, LATEST

REVISION.

5. WHEELED OR TRACKED VEHICLES MUST NOT OPERATE IN THE WATER.

EQUIPMENT MAY OPERATE ON SHORE AND REACH INTO THE WATER WITH A

BUCKET OR SIMILAR EXTENSION.

6. STORAGE AND LAYDOWN AREAS ARE LIMITED TO THE WORK AREAS SHOWN

ON DRAWINGS G-101 THROUGH G-123. ADDITIONAL SPACE IS NOT

AVAILABLE FOR CONTRACTOR USE ON THE SHIPYARD.

7. TRANSPORT ALL CONSTRUCTION MATERIALS TO AND FROM THE SITE IN

COVERED VEHICLES. ON A DAILY BASIS, PROVIDE A VACUUM ASSISTED

STREET SWEEPER, AT THE SITE, TO KEEP PAVED AREAS CLEAN.

8. COORDINATE WITH PORTSMOUTH SHIPYARD OPERATIONS DURING THE LIFE

OF THE WORK.

9. SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND

APPROVAL PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.

10. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING SECURITY OF

HIS/HER EQUIPMENT.

11. COMPLY WITH ALL APPLICABLE OSHA REGULATIONS AND ARMY CORPS OF

ENGINEERS EM 385 SAFETY REQUIREMENTS.

12. ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50 MPH

WIND VELOCITY AND ARE TO BE PREPARED BY A PROFESSIONAL SIGN

COMPANY WITH A MINIMUM OF THREE (3) YEARS EXPERIENCE.

13. WHERE CONTRACTOR REMOVES EXISTING SITE FEATURES THAT ARE TO

REMAIN, TO FACILITATE INSTALLATION OF NEW WORK FOR THIS PROJECT,

THE CONTRACTOR MUST REPLACE THE EXISTING FEATURES AT HIS/HER

EXPENSE.

14. THE LIMIT OF CONSTRUCTION LINE INDICATED ON THE DRAWINGS IS AN

APPROXIMATION ONLY. COORDINATE CLOSELY WITH THE CONTRACTING

OFFICER. THE CONTRACTING OFFICER MAY MODIFY THIS LINE TO

ACCOMMODATE THE EFFICIENCY OF THE CONSTRUCTION PROJECT.

15. ALL CONSTRUCTION DETAILS AND SPECIFICATIONS ARE REQUIRED TO

MEET THE STANDARDS OF THE NAVFAC MID ATLANTIC PUBLIC WORKS

DEPARTMENT MAINE, PORTSMOUTH NAVAL SHIPYARD, KITTERY, MAINE.

16. EXCAVATION WORK WILL BE TIDAL, OFF-HOURS/WEEKEND CONSTRUCTION

MAY BE REQUIRED.

UTILITY NOTES:

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AS-BUILT NOTES:

1. REVISE TWO (2) SETS OF PAPER DRAWINGS BY RED-LINE PROCESS TO

SHOW THE AS-BUILT CONDITIONS DURING THE PROSECUTION OF THE

PROJECT. KEEP THE AS-BUILT DRAWINGS CURRENT ON A WEEKLY BASIS

AND KEEP AT LEAST ONE SET AVAILABLE ON THE SITE AT ALL TIMES.

2. CHANGES FROM THE CONTRACT PLANS WHICH ARE MADE IN THE WORK OR

ADDITIONAL INFORMATION WHICH MIGHT BE UNCOVERED IN THE COURSE

OF CONSTRUCTION MUST BE ACCURATELY AND NEATLY RECORDED AS

THEY OCCUR BY MEANS OF DETAILS AND NOTES. PREPARE AND PROVIDE

TO THE CONTRACTING OFFICER WORKING RECORD (AS-BUILT) DRAWINGS

AFTER THE COMPLETION OF EACH DEFINABLE FEATURE OF WORK AS LISTED

IN THE CONTRACTOR QUALITY CONTROL PLAN (FOUNDATIONS,

UNDERGROUND UTILITIES, STRUCTURAL STEEL, ETC., AS APPROPRIATE FOR

THE PROJECT). IF WORKING AND FINAL RECORD DRAWINGS ARE NOT

MAINTAINED AS SPECIFIED HEREIN, THE CONTRACTING OFFICER WILL

DEDUCT FROM THE MONTHLY PROGRESS PAYMENT AN AMOUNT

REPRESENTING THE ESTIMATED COST OF MAINTAINING THE RECORD

DRAWINGS. THIS MONTHLY DEDUCTION WILL CONTINUE UNTIL AN

AGREEMENT CAN BE REACHED BETWEEN THE CONTRACTING OFFICER AND

THE CONTRACTOR REGARDING THE ACCURACY AND COMPLETENESS OF

UPDATED DRAWINGS. INFORMATION SHOWN ON THE WORKING AND FINAL

RECORD DRAWINGS MUST INCLUDE, BUT IS NOT LIMITED TO, THE

FOLLOWING:

A. THE ACTUAL LOCATION (DEPTH AND HORIZONTAL COORDINATES) AND

SIZES OF ALL SUBSURFACE UTILITY LINES. IN ORDER THAT THE

LOCATION OF THESE LINES AND APPURTENANCES MAY BE

DETERMINED IN THE EVENT THE SURFACE OPENINGS OR INDICATORS

BECOME COVERED OVER OR OBSCURED, SHOW BY OFFSET

DIMENSIONS TO TWO PERMANENTLY FIXED SURFACE FEATURES AT

THE END OF EACH RUN INCLUDING EACH CHANGE IN DIRECTION ON

THE RECORD DRAWINGS OR HORIZONTAL COORDINATES BASED ON

THE SHIPYARD DATUM. LOCATE VALVES, SPLICE BOXES AND SIMILAR

APPURTENANCES BY DIMENSIONING ALONG THE UTILITY RUN FROM A

REFERENCE POINT. ALSO, RECORD THE DEPTH BELOW THE SURFACE

OF EACH RUN OF PIPE, FITTINGS, VALVES, ETC.

B. CHANGES IN GRADE, ELEVATIONS, CROSS SECTION, OR

ALIGNMENT OF PAVEMENTS, EARTHWORK, STRUCTURES OR

EXISTING AND NEW UTILITIES.

C. THE TOPOGRAPHY, INVERT ELEVATIONS AND GRADES OF DRAINAGE

SYSTEMS INSTALLED OR AFFECTED AS PART OF THE PROJECT

CONSTRUCTION.

D. CHANGES IN DETAILS OF DESIGN OR ADDITIONAL INFORMATION

OBTAINED FROM WORKING DRAWINGS SPECIFIED TO BE PREPARED

AND/OR FURNISHED BY THE CONTRACTOR; INCLUDING BUT NOT

LIMITED TO FABRICATION, ERECTION, INSTALLATION PLANS, DETAILS,

PIPE SIZES, INSULATION MATERIAL, DIMENSIONS OF EQUIPMENT

FOUNDATIONS, ETC.

E. WHERE CONTRACT DRAWINGS OR SPECIFICATIONS PRESENT

OPTIONS, SHOW ONLY THE OPTION SELECTED FOR CONSTRUCTION

ON THE FINAL AS-BUILT PRINTS.

F. WHERE UTILITY LOCATIONS DIFFER FROM THOSE IDENTIFIED ON THE

PLANS.

G. MODIFICATIONS (INCLUDE WITHIN MODIFICATION PRICING THE COST

TO CHANGE WORKING AND FINAL RECORD DRAWINGS TO REFLECT

MODIFICATIONS).

H. CHANGES OR MODIFICATIONS WHICH RESULT FROM THE FINAL

INSPECTION.

5. IF THE EXCAVATION OR GROUND PENETRATING ACTIVITIES DO NOT

COMMENCE WITHIN 27 DAYS OF DIG SAFE NOTIFICATION OR THE

EXCAVATION WORK IS EXPANDED OUTSIDE THE LOCATION ORIGINALLY

SPECIFIED IN THE NOTIFICATION, THE EXCAVATOR MUST RE-NOTIFY DIG

SAFE, THE CONTRACTING OFFICER AND THE PWD MAINE DIG SAFE

COORDINATOR.

6. ADJUST ALL SEWER, DRAINAGE, AND ELECTRICAL FRAMES AND COVERS TO

MATCH FINISH GRADE. REMOVE EXISTING FRAMES AND COVERS AND

PROVIDE NEW FRAMES AND COVERS WHEN DAMAGED DURING THE

COURSE OF WORK.

7. SURVEY ALL UTILITY MANHOLES, STRUCTURES, GATE VALVES, VALVE

BOXES AND OTHER SURFACE FEATURES PRIOR TO PAVING AND VERIFY TO

THE CONTRACTING OFFICER THAT THESE FEATURES ARE ACCESSIBLE

AFTER FINAL PAVING HAS BEEN COMPLETED.

8. ADJUST ALL ITEMS NOTED IN NOTE 7 ABOVE TO FINISH GRADE. REMOVE

EXISTING GATE VALVE BOXES AND CURB STOP BOXES AND PROVIDE NEW

GATE VALVE BOXES AND CURB STOP BOXES WHEN DAMAGED DURING THE

COURSE OF WORK.

9. MAINTAIN THE UTILITY MARKING THROUGH OUT THE CONTRACT PERIOD. IF

ADDITIONAL MARKINGS ARE REQUIRED, THE EXCAVATOR MUST NOTIFY DIG

SAFE AND THE CONTRACTING OFFICER.

10. SHORING SYSTEMS: MECHANICAL MEANS OF EXCAVATION MUST NOT BE

USED WHEN EXCAVATING WITHIN TWO (2) FEET OF ANY MARKED

UNDERGROUND UTILITY UNTIL THE UNDERGROUND UTILITY HAS BEEN

EXPOSED. MECHANICAL MEANS MAY BE USED, AS NECESSARY, FOR INITIAL

PENETRATION AND REMOVAL OF PAVEMENT, ROCK, OR OTHER MATERIALS

REQUIRING USE OF MECHANICAL MEANS OF EXCAVATION. ONCE THE

UTILITY HAS BEEN EXPOSED, FURTHER EXCAVATION MUST BE PERFORMED

EMPLOYING REASONABLE PRECAUTIONS TO AVOID DAMAGE TO THE

UTILITY INCLUDING BUT NOT LIMITED TO ANY SUBSTANTIAL WEAKENING OF

STRUCTURAL OR LATERAL SUPPORT OF UTILITY OR PENETRATION OR

DESTRUCTION OF THE UTILITY OR THEIR PROTECTING COATINGS.

11. ASSUME THAT EXCAVATIONS WILL BE IMPACTED BY TIDAL CONDITIONS AND

MUST COORDINATE WORK ACCORDINGLY WHICH MAY INCLUDE WORK

DURING LOW TIDE PERIODS AS WELL AS DEWATERING.

12. SUBMIT A DEWATERING PLAN SEALED BY A MAINE LICENSED

PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO ANY EXCAVATION.

COORDINATE LOCATION OF DEWATERING SEDIMENT FILTERS WITH

CONTRACTING OFFICER AND PORTSMOUTH NAVAL SHIPYARD

ENVIRONMENTAL DEPARTMENT.

13. UTILITIES LOCATED WITHIN AND UNDER CONCRETE SLABS OR PIER

STRUCTURES, BRIDGES, AND SIMILAR AREAS ARE EXTREMELY DIFFICULT

TO IDENTIFY. WHENEVER CONTRACT WORK INVOLVES CHIPPING, SAW

CUTTING, OR CORE DRILLING THROUGH CONCRETE, BITUMINOUS

PAVEMENT, OR OTHER IMPERVIOUS SURFACES, THE CONTRACTOR MUST

PROVIDE THE SERVICES OF A THIRD PARTY, INDEPENDENT, PRIVATE

LOCATING COMPANY TO LOCATE ANY UTILITIES WITHIN THE LIMITS OF

WORK. THE THIRD PARTY, INDEPENDENT, PRIVATE LOCATING COMPANY

MUST LOCATE UTILITY DEPTH BY USE OF GPR, X-RAY, BORE SCORE,

ULTRASOUND OR OTHER MEANS PRIOR TO THE START OF

DEMOLITION/CONSTRUCTION. OUTAGES TO ISOLATE UTILITY SYSTEMS

MUST BE USED IN CIRCUMSTANCES WHERE UTILITIES ARE UNABLE TO BE

POSITIVELY IDENTIFIED. THE USE OF HISTORICAL DRAWINGS DOES NOT

ALLEVIATE THE CONTRACTOR FROM MEETING THIS REQUIREMENT.

14. SEE GENERAL DRAWINGS FOR PROJECT PHASING, MILESTONES,

TEMPORARY SERVICES, COMPOSITE UTILITY PLANS, APPROXIMATE

HISTORIC QUAY WALLS, APPROXIMATE ABANDONED FOUNDATIONS, CRANE

RAIL/RAILROAD AND GENERAL SECTIONS.

15. ALL UTILITY STRUCTURES REQUIRE THE STRUCTURE NUMBERS TO BE

WELDED ON TOP. COORDINATE WITH THE CONTRACTING OFFICER TO

VERIFY NUMBERING PRIOR TO INSTALLATION.

UTILITY NOTES CONT:

C-001

ENVIRONMENTAL NOTES:

1. EXCAVATION WITHIN ARCHAEOLOGICALLY SENSITIVE AREAS MUST BE

MONITORED BY AN ARCHAEOLOGIST. REFER TO G-131 AND G-132 FOR

ARCHAEOLOGICALLY SENSITIVE AREAS.

TRAFFIC NOTES:

1. COORDINATE WITH THE CONTRACTING OFFICER AND MAINTAIN TRAFFIC

FLOW TO THE EXTENT PRACTICABLE DURING CONSTRUCTION AS DIRECTED

BY THE CONTRACTING OFFICER.

2. PREPARE A DETAILED TRAFFIC CONTROL PLAN, SUBMIT TO CONTRACTING

OFFICER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE

TRAFFIC CONTROL PLAN MUST CONSIDER ALL AFFECTED PORTSMOUTH

NAVAL SHIPYARD OPERATIONS. UPDATE THE TRAFFIC CONTROL PLAN AS

REQUIRED AND DIRECTED BY THE CONTRACTING OFFICER DURING THE

PROJECT.

3. MAINTAIN EXISTING TRAFFIC CONTROL AND INFORMATIONAL SIGNAGE

DURING THE PROCESS OF WORK.

4. PROVIDE ALL TEMPORARY CONSTRUCTION TRAFFIC CONTROL DEVICES.

5. PROVIDE POST MOUNTED AND WALL MOUNTED TRAFFIC CONTROL AND

INFORMATIONAL SIGNS IN ACCORDANCE WITH THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS PUBLISHED

BY THE U.S. DEPARTMENT OF TRANSPORTATION.

6. MAINTAIN A 24 FT WIDE FIRE LANE TO THE MOST WESTERN END OF BERTH 1

AND 2, AROUND DRY DOCK NO. 1 AND BERTH 11 AT ALL TIMES.

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EX. HISTORIC QUAY WALL

SEE STRUCTURAL PLANS

CD104-CD106 FOR

STRUCTURAL DEMOLITION

1 SAW CUT, REMOVE AND DISPOSE BITUMINOUS CONCRETE

PAVEMENT. PAVEMENT DEPTH VARIES. SEE BORING

LOGS FOR PAVEMENT THICKNESS AT EACH LOCATION.

2 LIMIT OF RAIL REMOVAL. SEE GENERAL NOTE 3.

3 EXISTING AIR INTAKE MUST REMAIN AND BE PROTECTED

4 REMOVE EXISTING CONTAINERS AND TRAILERS. SEE

GENERAL NOTE 6.

5 REMOVE EXISTING CONCRETE STEPS

6 REMOVE CRANE RAIL AND ASSOCIATED STRUCTURE. SEE

SHEET CD501

7 REMOVE EXISTING CAPSTAN. SEE NOTE 9

8 EXISTING EQUIPMENT AND LOUVER SERVICING THE

PUMPWELL MUST REMAIN OPERATIONAL UNTIL

TEMPORARY OR PERMANENT SYSTEM ARE IN PLACE.

EQUIPMENT AND LOUVER MAY BE REMOVED WHEN

DEWATERING, DRAINAGE AND ASW PUMPS HAVE BEEN

DECOMMISSIONED. REMOVAL MUST BE COORDINATED

WITH PNSY.

9 REMOVE EXISTING CONCRETE TRENCH

10 CONTRACTOR MUST INCLUDE COST TO RELOCATE

EXISTING ELECTRICAL PANEL AND BOX TO

ACCOMMODATE DEMOLITION AND CONSTRUCTION

11 REMOVE EXISTING PUMPWELL HEAD HOUSE

GENERAL NOTES:

1. THE LIMITS OF SAWCUTTING, PAVEMENT REMOVAL, AND

RAIL REMOVAL SHOWN ARE APPROXIMATE. DETERMINE

THE EXACT LIMITS OF THIS WORK REQUIRED TO SUPPORT

THE DEMOLITION EFFORT.

2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES.

PROTECT UTILITIES TO REMAIN.

3. RAILS ARE IN 39 FT LENGTHS. REMOVE FULL SEGMENT OF

RAIL AT NEAREST RAIL JOINT, OR SAWCUT RAIL TO ALLOW

FOR UTILITY WORK . DETERMINE LOCATION OF RAIL

JOINTS AND LIMITS OF RAIL REMOVAL. ALL SPLICE PLATES

AND BOLTS AT THE REMOVAL LIMIT MUST BE REPLACED.

REUSE OF THE HARDWARE WILL NOT BE ALLOWED.

4. REQUEST ALL RAIL AND UTILITY OUTAGES PRIOR TO

PERFORMING ANY WORK IN ACCORDANCE WITH

CONTRACT DOCUMENTS.

5. GOVERNMENT WILL REMOVE AND RELOCATE ABOVE

GROUND FACILITIES, TRAILERS, TANKS AND CONTAINERS.

CONTRACTOR MUST PROVIDE REQUEST TO CONTRACTING

OFFICER A MINIMUM OF 30 DAY PRIOR TO WORK.

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CHECK GRAPHIC SCALE BEFORE USING

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LBT / LBL

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KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

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DEMOLITION PLAN - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

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GENERAL NOTES (CONTINUED):

7. ACCESS HATCHES FOR PUMPWELL

OPERATION MUST BE PROTECTED

8. AREAS TO BE DEMOLISHED ONLY AFTER

SUPPORT OF EXCAVATION IS COMPLETE.

9. ALL EXISTING EQUIPMENT USED FOR DD1E

DOCKING/UNDOCKING EVOLUTIONS,

INCLUDING CLEATS, BOLLARDS, CHOKES,

RINGS, WINCHES AND GATES SHALL BE

PRESENT AND FUNCTIONING. REMOVAL OF

ANY OF THESE ITEMS SHALL BE

COORDINATED WITH AND APPROVED BY THE

CONTRACTING OFFICER PRIOR TO REMOVAL.

10. SEE SHEET CD104 FOR REMOVAL OF

SUBSURFACE UTILITIES WITHIN THE

TURNOUT AREA

A

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6"ST

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6"ST

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4"ST

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1 1/2"COND

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EP

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HH

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GUARD HOUSE

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45A UNABLE TO ACCESS

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EOI

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6" A QL-B

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5-3" DC E QL-C COULD NOT BE DESIGNATED.

AutoCAD SHX Text 6" STEAM 6" AIR 1.5" CONDENSATE 0.5" HIGH PRESSURE COMPRESSED AIR 6" AUXILIARY SALT WATER 6" FIRE WATER 8" FIRE PROTECTION IN UTILITY TUNNEL QL-B

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16-4" E QL-B

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SHELF IN MH

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TMH/EMH DC-D-4 RIM=9.8', CH=8.3' SUMP=0.6'

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4-4" E QL-C (R)

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18-4" E QL-B

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2" STEAM IN UTILITY TUNNEL QL-B

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3" STEAM IN UTILITY TUNNEL QL-B

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4" CUT STEAM PIPE IN UTILITY TUNNEL

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5" E QL-B

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24-4" T/DC E QL-B

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TMH/EMH DC-D-9 RIM=9.5', CH=8.9' SUMP=2.5'

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9-4" T/DC E QL-C NO ELECTRONIC SIGNALS DETECTED

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HPCA MH RIM=9.5', CH=8.9' SUMP=7.1'

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2-4" T/DC E QL-D (EMPTY)

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24-4" T/DC E QL-B

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20-4" E QL-B

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HIGH PRESSURE COMPRESSED AIR DUCT QL-B

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HPCA MH RIM=9.5' COULD NOT OPEN

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HPCA MH RIM=9.7' COULD NOT OPEN

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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HIGH PRESSURE COMPRESSED AIR DUCT QL-B

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HPCA MH RIM=9.6' COULD NOT OPEN

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TMH/EMH DC RIM=9.6', CH=7.4' SUMP=0.6'

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1.5" HPCA QL-B

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6" FW QL-C

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3" STEAM IN UTILITY TUNNEL QL-B

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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24-4" T/DC E QL-B

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ELECTRIC SUB STATION VAULT

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24-4" T/DC E QL-B

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9-4" E QL-C

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QL-B

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QL-C

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24-4" E QL-C

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E QL-B

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15-4" E QL-B

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16-4" E QL-B

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15-4" E QL-B

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4" EMPTY CONDUITS

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8" FW QL-B

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8" FW QL-B

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6" FW QL-B

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8" FW QL-B

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12" FW QL-B

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12" FW QL-B

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12" FW QL-B

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12" FW QL-B

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24-4" T/DC E QL-B

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6" STEAM 6" AIR IN THE UTILITY TUNNEL QL-B

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20-4" E QL-B

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SOFT WALL STORAGE BUILDING

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ELECTRIC PANEL & METER BOX

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8" FW QL-B

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24-4" T/DC E QL-B

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21-4" E QL-C (R)

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EOC

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EOC

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OFFICE TRAILER

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OFFICE TRAILER

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CONTAINER

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OFFICE TRAILER

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GARAGE

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ELECTRIC PANEL & METER BOX

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1-4" E QL-B 1-4" T QL-B 1-2" T QL-B

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9-4" E QL-B

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AC-39 UNABLE TO OPEN LOCATION UNDER STORAGE CONTAINER

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OFL 16A(R)

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OFL 17A(R)

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OFL 17(R)

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TRAILER

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CONTAINER

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TRAILER

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WOODEN DECK

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DIESEL FUEL

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SWL

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(2)ES

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12" FW QL-B

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1" HPA QL-B

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1" HPA QL-B

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SOIL ZONE 1

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UNCLASSIFIED

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UNCLASSIFIED

MLLW EL -4.62

MHW EL -3.81

EXISTING

COMPACTED

GRANULAR FILL

EXISTING ROCK ANCHOR. SEE NOTE 2.

SEE GEOTECHNICAL DWGS FOR DEMO

SEQUENCE

TOP OF ROCK

ELEVATION VARIES

EXISTING ROCK SOCKET

EXIST GROUT HOLE

DEMOLISH EXISTING KING

PILE

DEMOLISH EXISTING

CONCRETE BULKHEAD CAP

DEMOLISH EXISTING CONCRETE

SHUTTER PANEL WALL

EXISTING GROUT AT PANEL BASE

EL VARIES

EXISTING PEASTONE FILL

DEMOLISH EXISTING

PRECAST CONC UTILITY

TUNNEL

DEMOLISH EXISTING

W14 WALES

DEMOLISH EXISTING CAST IN PLACE

UTILITY TUNNEL ROOF

38'-0"± EXIST BERTH 11 WHARF14'-11"±

NOTES:

1. FOR CONSTRUCTION DETAILS OF THE

PRECAST CONC TUNNEL AND CAST IN

PLACE TUNNEL ROOF SEE THE P371

REFERENCE DRAWINGS LOCATED IN

APPENDIX F .

2. FOR THE CONSTRUCTION DETAILS OF

THE KING PILE BULKEAD SEE THE

BERTH 11 REPAIR DRAWINGS LOCATED

IN APPENDIX F.

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

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E u s f s h a r e d p r o j e c t s s h a r e d b i m c i v i l d c i v i l D

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W e d n e s d a y

D e c e m b e r

E

R m c a r a m a g n o

D E

P A

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M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

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I E

S

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N G

I N

E E

R I N

G

C

O M

M A

N D

S Y

M D

E S

C R

I P

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N D

A T

E A

P P

R

SEAL

OF

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L

F

A C

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S

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G

C

O M

M A

D

A

T L

A N

T I C

DRAWFORM REVISION: 07 AUG 2018

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

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G I N

I A

P O

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S M

O U

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I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

CD501 -

D E

M O

L I T

I O

N

D

E T

A I L

S

NOTES:

1. FOR LIMITS OF RAIL REMOVAL, SEE DEMOLITION PLANS.

2. FOR RAILS WITH WELDED JOINTS, SAWCUT RAIL AT JOINT.

3. CUTTING OF RAILS, EXCEPT AT WELDED JOINTS, IS NOT ALLOWED.

REMOVE BASE PLATE, NUT, RAIL

CLIPS AND LEVELING NUTS TYP

C CRANE RAIL

L

SAWCUT AT EDGES OF

RAIL POCKET, TYP.

RETAIN THREADED ROD, TYP.

C RAIL

L

REMOVE CONCRETE

FILL, TYP.

REMOVE RAIL

CD105

A5

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

CRANE RAIL REMOVALA2

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

TRAIN RAIL REMOVAL - BERTH 11

REMOVE EXISTING RAILS REMOVE EXISTING TIMBER TIES

2'-0"±

EXISTING ASPHALT

CONCRETE PAVEMENT

EXISTING 2'± HIGH X 3'± WIDE

X 4'± LONG GRANITE BLOCK

A3EXISTING QUAY WALL SECTION

NOT TO SCALE

12823133

B5

SCALE: 1/8" = 1'-0"

BERTH 11 WEST END DEMOLITION LIMIT

DEMOLISH EXIST CONC

TUNNEL ROOF, RETAIN REINF.

SEE REFERENCE DRAWINGS

FOR EXISTING REINF IN APPENDIX F

REMOVE EXIST

WALL REINF AT DUCTBANK

SECANT PILES

REMOVE EXIST

CONC FILL

B2

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

BERTH 1 TUNNEL DEMOLITION

A

M E

N D

M E

V

G

FRESH WATER KEYNOTES

1 PROVIDE MECHANICALLY RESTRAINED 12" CEMENT-LINED

DUCTILE IRON FRESH WATER PIPE BURIED.

2 PROVIDE 12' X 10" X 12" MECHANICAL JOINT TEE BURIED

WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

3 PROVIDE MECHANICALLY RESTRAINED 10" CEMENT-LINED

DUCTILE IRON FRESH WATER PIPE BURIED.

4 PROVIDE 10" 45° MECHANICAL JOINT BENDS BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

5 PROVIDE 12" 45° MECHANICAL JOINT BENDS BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

6 PROVIDE 12" X 12" X 12" MECHANICAL JOINT TEE BURIED

WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

7 CONNECT TO EXISTING GATE VALVE FRESH WATER

8 CONTINUE INTO UTILITY ENCLOSURE, SEE DRAWING UP101

9 CUT AND CONNECT TO 8" EXISTING FRESH WATER

10 PROVIDE 10" X 8" MECHANICAL JOINT TEE BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

11 PROVIDE NEW HYDRANT, SEE DETAIL A5 ON DRAWING CF501

12 PROVIDE 12" GATE VALVE, SEE DETAIL C4 ON DRAWING

CF501, REFER TO GENERAL NOTE 10

13 PROVIDE 10" GATE VALVE, SEE DETAIL C4 ON DRAWING

CF501, REFER TO GENERAL NOTE 10

14 PROVIDE CORE THROUGH EXISTING PUMP SIDE WALL

15 PROVIDE 12" 22.5° MECHANICAL JOINT BENDS BURIED

WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

16 PROVIDE CORE HOLE THROUGH ROOF OF EXISTING PUMP

WELL AND DOUBLE MECHANICAL SEAL, REFER TO DETAIL

C4 ON SHEET CF502

17 PROVIDE CORPORATION STOP

18 PROVIDE PIPE SUPPORTS FOR 8" CEMENT LINED DUCTILE

IRON PIPE WITHIN PUMP WELL

19 PROVIDE MECHANICALLY RESTRAINED 8" CEMENT-LINED

DUCTILE IRON PIPE BURIED, ENCASED IN 12" STEEL PIPE

BENEATH NITROGEN PAD.

20 PROVIDE 1" COPPER FRESH WATER PIPE BURIED. SEE

GENERAL NOTE 9

21 CONNECT TO EXISTING WITH CORPORATION STOP

1+22

0+00

1+00

3+70

0+59

0+00

REFER TO PROFILE

A3 ON SHEET CF201

REFER TO PROFILE

C5 ON SHEET CF201

REFER TO PROFILE

C3 ON SHEET CF201

14 18

0+29

0+00

REFER TO PROFILE

C4 ON SHEET CF201

SEE ENLARGEMENT DETAIL

A5 ON SHEET CF502

KEYNOTES CONTINUED:

22 CONNECT TO EXISTING WATER SERVICE AT BUILDING

FOUNDATION, CONTRACTOR MUST CONFIRM INVERT

PRIOR TO CONDUCTING THE WORK

23 PROVIDE 8" GATE VALVE, SEE DETAIL C4 ON DRAWING

CF501, REFER TO GENERAL NOTE 10

24 CUT AND CONNECT TO 12" EXISTING FRESH WATER

25 COVER FOR GATE VALVE MUST BE LOCATED OUTSIDE

OF NITROGEN PAD

GENERAL NOTES:

1. ALL BURIED FRESH WATER PIPE JOINTS MUST BE

MECHANICALLY RESTRAINED.

2. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN

SHOWN FOR CLARITY. REFER TO THE COMPOSITE

UTILITY DRAWINGS, DISCIPLINE SPECIFIC DRAWINGS

AND EXISTING CONDITION DRAWINGS FOR UTILITIES

LOCATED ADJACENT TO THE WORK BEING PERFORMED.

3. COMPLETE WATERLINE RELOCATION PRIOR TO

DEMOLITION OF EXISTING WATER LINE.

4. SEE SURVEY DRAWINGS AND COMPOSITE DRAWINGS

FOR EXISTING UTILITIES. PROTECT UTILITIES TO

REMAIN.

5. REQUEST UTILITY OUTAGE PRIOR TO PERFORMING ANY

WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.

6. CONCRETE ENCASE NEW FRESH WATER LINE WITHIN 10'

VERTICALLY OR HORIZONTALLY OF SEWER.

7. PROVIDE WATER CONNECTION TO FIRE PUMP REFER TO

FIRE PROTECTION PLANS.

8. CONTRACTOR MUST CONFIRM INVERT LOCATIONS OF

CONNECTION POINTS TO EXISTING WATER PRIOR TO

COMMENCEMENT OF WORK

9. CONTRACTOR MUST PROVIDE FREEZE PROTECTION

FOR SECTIONS OF PIPING LESS THAN 5FT OF COVER

10. GATE VALVES MUST BE INSTALLED AS CLOSE TO THE

TEE FITTINGS AS POSSIBLE. FLANGE OF GATE VALVE

INSTALLED TO TEE FLANGE

11. REFER TO PHASING SHEET G106 FOR FRESH WATER

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l C

F

F

R E

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C

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F

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F r i d a y

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E

R b c u l l i n a n

D E

P A

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T

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Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

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C

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A N

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

FRESH WATER PLAN - SHEET 2 OF 2 - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

CF102

F R

E S

H

W

A T

A

N

S

H E

12823164

A

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N D

M E

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M G

A

M E

N D

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V

M G

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SOIL ZONE 1

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SOIL ZONE 2

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2"FW(R)

AutoCAD SHX Text

ST

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GUARD HOUSE

AutoCAD SHX Text

PUMP WELL ENTRANCE

AutoCAD SHX Text

45A UNABLE TO ACCESS

AutoCAD SHX Text (A)

AutoCAD SHX Text

GATE

AutoCAD SHX Text (A)

AutoCAD SHX Text

GATE

AutoCAD SHX Text

UNKNOWN TRENCH NO ELECTRONIC SIGNALS DETECTED

AutoCAD SHX Text

6" FW QL-C

AutoCAD SHX Text

8" FW QL-B

AutoCAD SHX Text

8" FW QL-B

AutoCAD SHX Text

6" FW QL-B

AutoCAD SHX Text

8" FW QL-B

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6" FW QL-B

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12" FW QL-B

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12" FW QL-B

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EOI

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SOFT WALL STORAGE BUILDING

AutoCAD SHX Text

8" FW QL-B

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6-1/2' CHAIN LINK (HIGH VOLTAGE AREA)

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CONTAINER

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CONTAINER

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CONTAINER

AutoCAD SHX Text

CONTAINER

AutoCAD SHX Text

CONTAINER

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CONTAINER

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CRANE RAIL

AutoCAD SHX Text

OFFICE TRAILER

AutoCAD SHX Text

CONTAINER

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OFFICE TRAILER

AutoCAD SHX Text

CONTAINER

AutoCAD SHX Text

OFFICE TRAILER

AutoCAD SHX Text

TURNTABLE FROG

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RAIL SWITCH

AutoCAD SHX Text

CRANE RAIL STOP

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CRANE RAIL STOP

AutoCAD SHX Text

CRANE RAILS

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CRANE RAILS

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RAILS

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RAILS

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CRANE RAIL

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OUTLET

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1-1/2" PVC

AutoCAD SHX Text

8" COND.

AutoCAD SHX Text

WOODEN DECK

AutoCAD SHX Text

VSP (SEWER VALVE CONN.)

AutoCAD SHX Text

DIESEL FUEL

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SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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SOIL ZONE 1

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SOIL ZONE 2

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UNCLASSIFIED

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UNCLASSIFIED

E V

A T

I O

N

F

T

E L

E V

A T

I O

N

F

T

-5

-5

0+00

1+00

1+21.93

FINISHED GRADE

EX DC ELECTRIC

TO BE REMOVED

E L E

V A

T I O

N

F

T

E L E

V A

T I O

N

F

T

-5

-5

UTILITY ENCLOSURE

P381 24" DRAIN

EX AC ELECTRIC

12" HPS

12" X 10" TEE TO RELOCATED

FRESH WATER

0+00

0+59.45

EX DC ELECTRIC

12" FW

12" X 12" TEE TO RELOCATED

FRESH WATER

FINISHED GRADE

EXISTING GRADE

CONNECTION TO

EXISTING 12" FW

H O

R

B

E N

D

H O

R

B

E N

D

V E

B

N

D

V E

N

D

V E

N

D

CRANE RAIL

GRADE BEAMS

10" FW

V E

N

D

V E

N

D

6" HPS

6" CA

EXISTING GRADE

10" X 8" TEE TO HYDRANT

P381 DC ELECTRIC

P381 DC ELECTRIC

V E

N

D

H O

R

B

E N

D

V

A L V

E

H O

R

B

E N

D

V

A L V

E

V

A L V

E

WHEELER UNIT

H O

R

B

E N

D

P381 AC ELECTRIC

E L E

V A

T I O

N

F

T

E L E

V A

T I O

N

F

T

-5

-5

0+00

1+00

2+00

3+00

3+70.14

EX DC ELECTRIC

EX DC ELECTRIC

12" FW

FINISHED GRADE

EXISTING GRADE

P381 24" DRAIN

EX AC ELECTRIC

12" X 10" TEE TO UTILITY ENCLOSURE

12" X 12" TEE TO RELOCATED FRESH WATER

V E

N

D

V E

N

D

V E

N

D

12" X 12" TEE TO EXISTING

FRESH WATER CONNECTION. SEE NOTE 1

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D

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R

B

E N

D

H O

R

B

E N

D

H O

R

B

E N

D

V E

N

D

V E

N

D

EX AC ELECTRIC

6" HPS

V E

N

D

V E

N

D

EX 12" DRAIN (DEMO)

V E

N

D

P381 12" DRAIN

P381 6" DRAIN

45° FITTING TO EXISTING

FRESH WATER. SEE NOTE 1

V E

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D

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N

D

V

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V E

V

A L

V E

V

A L

V E

V

A L

V E

V

A L

V E

6" HPS

EX 3" HPS

H O

R

B

E N

D

P381 12" DRAIN

EXISTING GATE VALVE

EXISTING GRADE

E L

E V

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I O

N

F

T

E L

E V

A T

I O

N

F

T

-5

-5

0+00

0+85.39

F

W

EX 12" FW

EXISTING GATE VALVE

E L

E V

A T

I O

N

F

T

E L

E V

A T

I O

N

F

T

-5

-5

0+00

0+29.12

8" FW

CF201

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DRAWFORM REVISION: 07 AUG 2018

P

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U L T

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S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

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E N

T

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A I N

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

FRESH WATER PROFILE - UTLITY ENCLOSURE TO 12" MAIN

SCALE: HOR - 1" = 20', VERT - 1" = 4'

C3

CF102

FRESH WATER PROFILE - CRANE RAIL TURNOUT - EAST OF SUBSTATION 3 EXPANSION

SCALE: HOR - 1" = 20', VERT - 1" = 4'

A3

CF102

1" = 20'

20' 0 20' 40'

FRESH WATER PROFILE - SOUTH

OF SUBSTATION 3 EXPANSION

SCALE: HOR - 1" = 20', VERT - 1" = 4'

C5

CF102

FRESH WATER PROFILE - HEAD END

SCALE: HOR - 1" = 20', VERT - 1" = 4'

A5

CF101

GENERAL NOTES:

1. CONTRACTOR MUST CONFIRM INVERT

LOCATIONS OF CONNECTION POINTS TO EXISTING

WATER PRIOR TO COMMENCEMENT OF WORK

12823165

FRESH WATER PROFILE - HYDRANT

SCALE: HOR - 1" = 5', VERT - 1" = 5'

C4

CF102

V

A L

V E

HYDRANT

FINISHED GRADE

EXISTING PUMPWELL SLAB

6" NITROGEN PAD

EXISTING GRADE

10" X 8" TEE

12" STEEL PIPE ENCASEMENT

A M

E N

D M

E N

T

V

M G

A

M E

N D

M E

V

M G

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

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2+21

0+00

1+00

2+00

SMH-02

SMH-01

1+67

0+00

1+00

SMH-03

SMH-04

SMH-05

0+92

0+00

REFER TO PROFILE

C3 ON SHEET CR201

REFER TO PROFILE

A3 ON SHEET CR201

REFER TO PROFILE

C5 ON SHEET CR201

SANITARY SEWER KEYNOTES

1 PROVIDE NEW 8" DUCTILE IRON SEWER PIPE

2 PROVIDE NEW 4" SEWER FORCE MAIN. SEE MECHANICAL

DRAWINGS FOR CONTINUATION.

3 PROVIDE NEW 10" DUCTILE IRON SEWER PIPE

4 PROVIDE NEW PRECAST CONCRETE SEWER MANHOLE

5 CONNECT TO EXISTING BUILDING 175 SERVICE. SEE

GENERAL NOTE 4

6 INSTALL SEWER CLEANOUT

7 PROVIDE NEW 6" DUCTILE IRON SEWER PIPE

8 TIE EXISTING 12" SEWER TO NEW SEWER MANHOLE

GENERAL NOTES:

1. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN SHOWN

FOR CLARITY. REFER TO THE COMPOSITE UTILITY

DRAWINGS, DISCIPLINE SPECIFIC DRAWINGS AND

EXISTING CONDITIONS DRAWINGS FOR UTILITIES LOCATED

ADJACENT TO THE WORK BEING PERFORMED.

2. SEE SURVEY DRAWINGS FOR EXISTING UTILITIES.

PROTECT UTILITIES TO REMAIN.

3. REQUEST UTILITY OUTAGE PRIOR TO PERFORMING ANY

WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.

4. CONTRACTOR MUST VERIFY EXISTING INVERTS OF

SANITARY SEWER AT CONNECTION POINTS AT THE

BUILDING PRIOR TO CONDUCTING WORK

SEWER STRUCTURE INFORMATION

SMH-01

N: 90942.9366

E: 2798916.3751

RIM: 9.82

INV IN 6" X 16 LF: 5.20 (ENCLOSURE)

INV IN 4" X 16 LF: 5.33 (FORCEMAIN)

INV OUT 8" X 47 LF: 5.10 (SMH-02)

SMH-02

N: 90988.9577

E: 2798937.7565

RIM: 9.46

INV IN 8" X 47 LF: 4.64 (SMH-01)

INV OUT 8" X 132 LF: 4.25 (SMH-05)

SMH-03

N: 91143.5886

E: 2798929.5750

RIM: 9.57

INV IN 10" X 49 LF: 0.95 (SMH-05)

INV OUT 10" X 97 LF: 0.95 (SMH-04)

SMH-04

N: 91242.3263

E: 2798906.8350

RIM: 9.75

INV IN 10" X 97 LF: 0.45 (SMH-03)

INV IN 10" X 68 LF: 0.45 (BUILDING)

INV OUT 12" X 3 LF: 0.45 (EX SMH 3568)

SMH-05

N: 91114.1904

E: 2798885.0817

RIM: 9.54

INV IN 8" X 132 LF: 1.80 (SMH-02)

INV IN 8" X 4 LF: 1.30 (EX SMH 45C1)

INV OUT 10" X 49 LF: 1.30 (SMH-03)

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

M

U L T

I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

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A I N

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

SANITARY SEWER PLAN

SCALE: 1" = 20'

CR101 -

S A

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N

12823168

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SOIL ZONE 1

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2"FW(R)

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SYL

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SYL

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SYL

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SWL

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TRENCH DRAIN SUMP 7.0'

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GATE

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45A UNABLE TO ACCESS

AutoCAD SHX Text (A)

AutoCAD SHX Text

GATE

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GATE

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TRENCH DRAIN

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6-1/2' CHAIN LINK (HIGH VOLTAGE AREA)

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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CONTAINER

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TRENCH DRAIN

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CONTAINER

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OFL 16A(R)

AutoCAD SHX Text

OFL 17A(R)

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OFL 17(R)

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TURNTABLE FROG

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CRANE RAILS

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CRANE RAILS

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CRANE RAILS

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RAILS

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RAILS

AutoCAD SHX Text (A)

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RD

AutoCAD SHX Text (A)

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VSP (SEWER VALVE CONN.)

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E V

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F

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-15

-10

-15

-10

0+00

1+00

2+00

2+20.80

8" SSWR S=0.009

S M

H

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-10

-10

6" SSWR S=0.017

P381 DC ELECTRIC

P381 DC ELECTRIC

P381 AC ELECTRIC

P381 DC ELECTRIC

P381 30" DRAINAGE

" S

S W

R S

.0

EX 6" HPS

EX 8" FW

S M

H

R I M

I N

V

I N

I N

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I N

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O

U T

UTILITY ENCLOSURE

EXISTING GRADE

FINISHED GRADE

EX 6" CA

EX ELECTRIC (DEMO)

EX ELECTRIC (DEMO)

0+00 0+96

BUILDING 175

P381 6" HPA

EX ELECTRIC

P381 12" DRAINAGE

10" SSWR S=0.005

EXISTING GRADE

FINISHED GRADE

SUBSTATION WALL

EX CA

EX HPS

EX 12" FW (DEMO)

INV: 5.50

INV: 0.95

S M

H

R I M

I N

V

I N

I N

V

I N

I N

V

O

U T

CRANE RAIL

GRADE BEAMS

ENCASE IN CONCRETE

P381 DC ELECTRIC

E L E

V A

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F

T

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V A

T I O

N

F

T

-10

-10

0+00

1+00

1+66.53

10" SSWR S=0.005

10" SSWR S=0.007

S M

H

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I N

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O

U T

P381 AC ELECTRIC

P381 DC ELECTRIC

EX ELECTRIC

EX ELECTRIC

EX 12" FW

EX ELECTRIC

P381 DC ELECTRIC

S M

H

R I M

I N

V

I N

I N

V

I N

I N

V

O

U T

EXISTING GRADE

FINISHED GRADE

EX HPS

(DEMO)

EX 12" FW (DEMO)

EX 12" STRM (DEMO)

S M

H

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I N

V

I N

I N

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I N

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P381 3" CA

P381 6" HPS

P381 12" DRAINAGE

CR201

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R b c u l l i n a n

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SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 07 AUG 2018

P

M

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S I O

N

D

C

K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

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P R

O V

E M

E N

T

C

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K I T

T E

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M

A I N

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

SANITARY SEWER PROFILE - ENCLOSURE TO SMH-05

SCALE: HOR - 1" = 20', VERT - 1" = 4'

C3

CR101

SANITARY SEWER PROFILE - SMH-05 TO SMH-04

SCALE: HOR - 1" = 20', VERT - 1" = 4'

A3

CR101

1" = 20'

20' 0 20' 40'

SANITARY SEWER PROFILE - BUILDING 175 SERVICE

SCALE: HOR - 1" = 20', VERT - 1" = 4'

C5

CR101

12823169

A

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AutoCAD SHX Text

UNCLASSIFIED

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UNCLASSIFIED

E

E

W H

E E

L E

R

NITROGEN

HYD

KEYNOTES

1 PROVIDE AND COMPACT AGGREGATE SUBBASE AND BASE

AS REQUIRED TO MEET GRADING. GRADE AND COMPACT

EXISTING AGGREGATE SUBBASE AND BASE. PROVIDE

BITUMINOUS CONCRETE BINDER AND WEARING COURSE.

SEE DETAIL A2 ON DRAWING CS503.

2 PROVIDE PAINTED YELLOW STRIPING LINES AT CRANE

RAIL. TYP. SEE DRAWING CS107 AND CS504

3 INSTALL CHAIN LINK FENCE. SEE DETAILS A2 AND C2 ON

DRAWING CS502.

4 INSTALL ELECTRICAL ENCLOSURE LOW RETAINING WALL

PER DETAIL C5 ON DRAWING CS507.

5 RAISE CASTING, TYP. SEE SHEET CS 107 FOR GRADING.

6 INSTALL AASHTO #57 STONE BASE PER SECTION B2 ON

DRAWING CS301.

7 INSTALL CAST IN PLACE STAIRS, REFER TO DETAIL C4 ON

SHEET CS507.

8 INSTALL SINGLE LEAF CHAIN LINK GATE AT STAIRS PER

DETAILS A3 AND C5 ON DRAWING CS501.

9 INSTALL DOUBLE SWING CHAIN LINK GATE PER DETAIL A2

ON DRAWING CS502.

10 REINSTALL CRANE RAILS. SEE DRAWINGS CS401 AND

CS510

11 PROVIDE REINFORCED STRUCTURAL SLAB, REFER TO

DETAILS C2/C3/C5 ON DRAWING CS507.

12 PROVIDE REINFORCED CONCRETE SLAB, REFER DETAIL C2

ON DRAWING CS510

13 REINFORCED CONCRETE DUCTBANK SECTION. SEE DETAIL

B4 ON CS507

14 PROVIDE AT-GRADE TRENCH SECTION FOR HPA, REFER

TO DETAILS B3/B4 ON DRAWING CS110

15 PROVIDE AT GRADE TRENCH FOR WHEELER, REFER TO

DETAILS ON SHEET CS509

16 REPLACE SWITCH 55 AND 56. SEE CRANE RAIL DRAWINGS

17 PROVIDE HYDRANT. SEE DETAIL A5 ON DRAWING CF501

18 REFER TO STRUCTURAL PLANS FOR NITROGEN PAD.

19 INSTALL RAMP WITH CHEEK WALLS IN EITHER SIDE, REFER

TO SHEET CS110

20 ELECTRICAL EQUIPMENT PAD, REFER TO DETAIL CS ON

SHEET CS507

21 EXISTING CONCRETE TRENCH TO REMAIN

GENERAL NOTES:

1. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN SHOWN

FOR CLARITY. THE CONTRACTOR MUST REFER TO THE

COMPOSITE UTILITY DRAWINGS, DISCIPLINE SPECIFIC

DRAWINGS, AND EXISTING CONDITIONS DRAWINGS FOR

UTILITIES LOCATED ADJACENT TO THE WORK BEING

PERFORMED.

2. SEE SHEET CS401 FOR SUBSTATION AND PIDC PART

PLANS.

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

U L

T I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

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P R

O V

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C

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F O

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H I P

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K I T

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A I N

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

CIVIL SITE PLAN - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

M A

T C

H

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S

E

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H

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E

CS103

C I V

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22 CONCRETE FILLED STEEL PIPES, SEE DETAIL A5 ON

SHEET CS502

23 REFER TO SHEET US403 FOR STRUCTURAL SLAB

EAST OF UTILITY ENCLOSURE

KEYNOTES CONTINUED:

A

M E

N D

M E

V M

G

AutoCAD SHX Text

SOIL ZONE 1

AutoCAD SHX Text

SOIL ZONE 2

AutoCAD SHX Text

ST

AutoCAD SHX Text

HH

AutoCAD SHX Text

HH

AutoCAD SHX Text

GUARD HOUSE

AutoCAD SHX Text

PUMP WELL ENTRANCE

AutoCAD SHX Text

SOFT WALL STORAGE BUILDING

AutoCAD SHX Text

STEEL PLATFORM

AutoCAD SHX Text

GARAGE

AutoCAD SHX Text

OFL 16A(R)

AutoCAD SHX Text

OFL 17A(R)

AutoCAD SHX Text

OFL 17(R)

AutoCAD SHX Text

ALTAR

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

1-1/2" PVC

AutoCAD SHX Text

8" COND.

AutoCAD SHX Text

WOODEN DECK

AutoCAD SHX Text

DIESEL FUEL

AutoCAD SHX Text

(2)ES

AutoCAD SHX Text

SOIL ZONE 1

AutoCAD SHX Text

SOIL ZONE 2

AutoCAD SHX Text

SOIL ZONE 1

AutoCAD SHX Text

SOIL ZONE 2

AutoCAD SHX Text C-1

AutoCAD SHX Text C-2

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

11+00 12+00 13+00

LOW POINT AT NEW CB

RIM: 9.08

LOW POINT AT NEW CB

RIM: 9.30

M

A

T

I

S

T

I

N

G

LOW POINT AT NEW CB

RIM: 9.60

LOW POINT

AT NEW CB

RIM: 9.53

ELEV: 9.55

ADJUSTED RIM: 9.17

EXISTING RIM: 9.08

ADJUSTED RIM: 9.25

EXISTING RIM: 9.13

10.19

9.91

10.05

9.83

9.96 9.87

9.95

9.88

9.80

9.84

LOW POINT

AT NEW CB

RIM: 9.32

9.73

9.53

9.96

TOP SLAB: 10.03

9.66

9.59

9.51

9.58

9.53 9.45

9.53

9.50

9.59

9.70

9.40

9.55

ADJUSTED RIM: 9.38

TOW: 12.00

BOW: 9.55

TOW: 12.00

BOW: 9.56

TOW: 12.00

BOW: 9.84

TOW: 12.00

BOW: 9.55

9.38

TOP SLAB: 9.95

TOW: 12.00

BOW: 9.86

TOP SLAB: 10.37

LOW POINT AT NEW CB

RIM: 9.68

TOP SLAB: 10.00

TOW: 12.00

BOW: 9.50

TOW: 12.00

BOW: 9.65

TOW: 12.00

BOW: 9.50

EXISTING RIM: 9.08

9.85

9.73

9.75

9.52

9.61

9.33

9.44

9.48

9.36

MATCH GRADE AT EXIST MH

RIM: 9.46

MATCH GRADE AT EX MH

RIM: 9.33

MATCH GRADE AT EX MH

RIM: 9.38

9.33

9.57

9.33

9.48

9.73

9.48

9.84

9.89

HIGH POINT: 9.66

9.78

TOP OF STONE: 11.50

9.54

9.36

G

R

A

D

E

9.43

TOP OF STONE: 11.50

9.40

9.91

9.95

9.73

9.77

9.80

MATCH GRADE AT EXIST TRENCH

HIGH POINT AT DOOR: 10.07

VERIFY IN FIELD

BOTTOM OF CURB AT DOOR: 9.60

VERIFY IN FIELD

BOTTOM OF CURB AT VENT: 9.55

VERIFY IN FIELD

BOTTOM OF CURB AT VENT: 9.60

VERIFY IN FIELD

9.67

9.55

TOW: 12.00

BOW: 9.62

9.68

ADJUSTED RIM: 9.12

EXISTING RIM: 9.12

GENERAL NOTES:

1. CONCRETE EQUIPMENT PAD LOCATIONS AND SIZE ARE

APPROXIMATE. ADJUST TO SUIT ELECTRICAL EQUIPMENT

PROVIDED. IF ELECTRICAL EQUIPMENT SELECTED BY

CONTRACTOR REQUIRES A PAD LARGER THAN IS SHOWN

ON THIS DRAWING, THE CONTRACTOR MUST REVISE

LAYOUT OF PADS ENSURING THAT ALL CLEARANCE

SHOWN BETWEEN PADS ARE MAINTAINED. SEE

ELECTRICAL DRAWINGS.

2. PRECAST GRADE RINGS OR RISERS MUST BE USED FOR

ELECTRIC MANHOLE CASTING ADJUSTMENTS INSIDE

SUBSTATION.

KEYNOTES

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I

M

E

U s h a r e d b i m c i v i l d c i v i l C

S

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Y O

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C

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S

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S u n d a y

D e c e m b e r

E

R

S e F o s t e r

D E

P A

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M E

T

V

Y

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

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S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

SEAL

OF

N A

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F

A C

I L I T

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I C

DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

U L

T I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

A L

S

H I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

SITE GRADING PLAN - TURNOUT

SCALE: 1" = 20'

CS107

S I T

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CASTINGS ADJUSTMENT TABLE

CASTING NO TYPE

EXISTING ELEVATION (FT) NEW ELEVATION (FT)

C-1 DC ELECTRIC MH 9.47 11.50

C-2 AC ELECTRIC MH 9.59 11.50

CASTING C-2

CASTING C-1

12823140

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AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

CA

AutoCAD SHX Text

CA

AutoCAD SHX Text F

AutoCAD SHX Text

TRENCH DRAIN SUMP 7.0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 308A

AutoCAD SHX Text

AutoCAD SHX Text

AC-36(R)

AutoCAD SHX Text

45A UNABLE TO ACCESS

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text

OFL 16A(R)

AutoCAD SHX Text

OFL 17A(R)

AutoCAD SHX Text

OFL 17(R)

AutoCAD SHX Text

AC-309

AutoCAD SHX Text

MP

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text

RD

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (C)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

AutoCAD SHX Text (A)

AutoCAD SHX Text

ACCESS HATCH

AutoCAD SHX Text

VSP (SEWER VALVE CONN.)

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.8

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.9

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.8

AutoCAD SHX Text 10.3

AutoCAD SHX Text 9.5

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.9

AutoCAD SHX Text 12.0tw

AutoCAD SHX Text 12.0tw

AutoCAD SHX Text 8.8

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.5

AutoCAD SHX Text 8.8

AutoCAD SHX Text 8.9

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.2

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.7

AutoCAD SHX Text 10.4

AutoCAD SHX Text 8.8

AutoCAD SHX Text 9.1

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.8

AutoCAD SHX Text 10.3

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.3

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.7

AutoCAD SHX Text 10.6

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.7

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.6

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.3

AutoCAD SHX Text 8.8

AutoCAD SHX Text 10.5

AutoCAD SHX Text 10.7

AutoCAD SHX Text 10.8

AutoCAD SHX Text 10.8

AutoCAD SHX Text

(2)ES

AutoCAD SHX Text

1" HPA QL-B

AutoCAD SHX Text

1" HPA QL-B

AutoCAD SHX Text

SOIL ZONE 1

AutoCAD SHX Text

SOIL ZONE 2

AutoCAD SHX Text

SOIL ZONE 1

AutoCAD SHX Text

SOIL ZONE 2

AutoCAD SHX Text

SOIL ZONE 1

AutoCAD SHX Text

SOIL ZONE 2

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

DRAIN STRUCTURE INFORMATION

CB-01

48 DIA CONCENTRIC STRUCTURE

N: 90976.0747

E: 2798948.8017

RIM: 9.30

INV OUT 12" CONC X 3 LF: 5.37 (DMH-04)

CB-02

48 DIA CONCENTRIC STRUCTURE

N: 90951.4813

E: 2798936.6660

RIM: 9.60

INV IN 6" PVC X 16 LF: 5.51 (DMH-04)

INV OUT 6" PVC X 12 LF: 5.51 (DMH-16)

CB-04

48 DIA CONCENTRIC STRUCTURE

N: 90981.5575

E: 2798874.2580

RIM: 9.67

INV IN 6" PVC X 18 LF: 5.38 (RD 2)

INV OUT 6" PVC X 41 LF: 5.38 (DMH-05)

CB-05

48 DIA CONCENTRIC STRUCTURE

N: 91054.6612

E: 2798890.9523

RIM: 9.08

INV OUT 12" CONC X 15 LF: 5.03 (DMH-06)

CB-07

48 DIA CONCENTRIC STRUCTURE

N:…