Attachment 18 - Civil Drawings 1-4.pdf

CI-100

CIVIL GENERAL NOTES

NTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CONSTRUCTION NOTES

GENERAL NOTES

STORM DRAIN NOTES

WATER NOTES

CONSTRUCTION NOTES - CONT.

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

1. MAINTAIN A MINIMUM OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL SEPARATION BETWEEN WATER AND SANITARY OR STORM MAINTAIN A MINIMUM OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL SEPARATION BETWEEN WATER AND SANITARY OR STORM SEWER MAINS AND SERVICES. SANITARY AND STORM SEWER PIPE JOINTS SHALL BE PLACED AT LEAST NINE (9) FEET FROM ANY WATERLINE CROSSING. 2. MAINTAIN A MINIMUM OF 36-INCHES OF VERTICAL SEPARATION BETWEEN ANY (STORM DRAIN OR FOOTING DRAIN) AND WATERLINE (MAINS OR SERVICES) MAINTAIN A MINIMUM OF 36-INCHES OF VERTICAL SEPARATION BETWEEN ANY (STORM DRAIN OR FOOTING DRAIN) AND WATERLINE (MAINS OR SERVICES) OR SANITARY SEWER (MAINS OR SERVICES). IF 36-INCHES CANNOT BE MAINTAINED, PROVIDE A MINIMUM OF 4-INCH THICK INSULATION. 3. ALL WATER/SEWER PIPE INSULATION SHALL BE RIGID BOARD, HIGH DENSITY POLYSTYRENE, MIN. 60 P.S.I., FOR UNDERGROUND INSTALLATIONS EQUIVALENT ALL WATER/SEWER PIPE INSULATION SHALL BE RIGID BOARD, HIGH DENSITY POLYSTYRENE, MIN. 60 P.S.I., FOR UNDERGROUND INSTALLATIONS EQUIVALENT TO R-20 PER FOUR (4) INCH THICK INSULATION. 4. CONTRACTOR SHALL VERIFY AND RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD AND RECORD ANY CONTRACTOR SHALL VERIFY AND RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD AND RECORD ANY CHANGES ON THE CONTRACTOR RECORD DRAWINGS. 5. THE CONTRACTOR SHALL RESTORE ALL DISTURBED PROPERTY, INCLUDING DRAINAGE SWALES, DISTURBED BY CONTRACT ACTIVITIES TO PRECONSTRUCTION THE CONTRACTOR SHALL RESTORE ALL DISTURBED PROPERTY, INCLUDING DRAINAGE SWALES, DISTURBED BY CONTRACT ACTIVITIES TO PRECONSTRUCTION CONDITION. OR AS INDICATED IN PLANS. USE MASS SPEC FOR GRASS SEED TYPES. HYDRO-SEEDING IS ACCEPTABLE. 6. IN CASE OF CONFLICT BETWEEN STATIONING OR DIMENSIONED LOCATIONS OF PIPE OR FITTINGS USE DIMENSIONED LOCATIONS. IN CASE OF CONFLICT BETWEEN STATIONING OR DIMENSIONED LOCATIONS OF PIPE OR FITTINGS USE DIMENSIONED LOCATIONS. 7. THE CONTRACTOR SHALL RECORD SURVEY NOTES IN A FORMAT SIMILAR TO THAT SHOWN IN MASS DIVISION 65 FOR SUBMITTAL WITH RECORD DRAWING THE CONTRACTOR SHALL RECORD SURVEY NOTES IN A FORMAT SIMILAR TO THAT SHOWN IN MASS DIVISION 65 FOR SUBMITTAL WITH RECORD DRAWING PLANS PRIOR TO CONTRACT FINAL PAYMENT. 8. CONTRACTOR SHALL FIELD INSTALL "MEG-A-LUG" JOINT RESTRAINT ON ALL MECHANICAL JOINTS. CONTRACTOR SHALL FIELD INSTALL "MEG-A-LUG" JOINT RESTRAINT ON ALL MECHANICAL JOINTS. 9. NON-EPOXY COATED DUCTILE AND CAST IRON PIPE AND FITTINGS SHALL BE ENCASED IN 8-MILS OF POLYETHYLENE WRAP, AS PER MASS SECTION 50.07 NON-EPOXY COATED DUCTILE AND CAST IRON PIPE AND FITTINGS SHALL BE ENCASED IN 8-MILS OF POLYETHYLENE WRAP, AS PER MASS SECTION 50.07 "POLYETHYLENE ENCASEMENT". 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS AS NECESSARY TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS AS NECESSARY TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT UNPERMITTED DISCHARGE OF POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT OF EROSION AND OTHER CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONDUCT ALL WORK SO SEDIMENT IS NOT TRANSPORTED ONTO THE ROADWAY OR ADJACENT PROPERTY. AT A MINIMUM, THE CONTRACTOR SHALL SWEEP UP ANY SEDIMENT TRACKED ONTO PAVED SURFACES IN PUBLIC RIGHT-OF-WAY WITHIN 24 HOURS OF THE TRACKING TO MINIMIZE THE WASH-OFF OF SEDIMENT INTO THE STORM DRAINS OR WATERWAYS. MINIMIZE THE WASH-OFF OF SEDIMENT INTO THE STORM DRAINS OR WATERWAYS. 11. STATIONING SHALL BE PIPE CENTERLINE UNLESS NOTED OTHERWISE.STATIONING SHALL BE PIPE CENTERLINE UNLESS NOTED OTHERWISE.

AutoCAD SHX Text

12. 6" WIDE DETECTABLE WARNING TAPE SHALL BE INSTALLED 24" TO 36" ABOVE STORM DRAIN, WATER & SEWER MAINS, AND SERVICES. 6" WIDE DETECTABLE WARNING TAPE SHALL BE INSTALLED 24" TO 36" ABOVE STORM DRAIN, WATER & SEWER MAINS, AND SERVICES. 13. SOURCE IMPORT MATERIALS FROM A PIT IN CLOSE PROXIMITY TO THE WORK TAKING PLACE. SOURCE IMPORT MATERIALS FROM A PIT IN CLOSE PROXIMITY TO THE WORK TAKING PLACE. 14. SNOW REMOVAL AND MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY WITHIN THE JOBSITE AND AREAS DISTURBED BY THE WORK.SNOW REMOVAL AND MAINTENANCE IS THE CONTRACTOR'S RESPONSIBILITY WITHIN THE JOBSITE AND AREAS DISTURBED BY THE WORK.

AutoCAD SHX Text

1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE 2015 EDITION (EFFECTIVE DATE 3/1/2015) OF THE MUNICIPALITY OF ANCHORAGE STANDARD ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE 2015 EDITION (EFFECTIVE DATE 3/1/2015) OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS FOR STREETS - DRAINAGE - UTILITIES - PARKS, (MASS), THE DESIGN CRITERIA MANUAL (DCM), THE AWWU DESIGN AND CONSTRUCTION PRACTICES MANUAL (DCPM) AND THE SPECIAL PROVISIONS. 2. EXISTING GROUND FEATURES ARE BASED ON LOUNSBURY & ASSOCIATES TOPOGRAPHIC SURVEY PERFORMED JULY 2020. SEE SPECIFICATIONS FOR GEOTECHNICAL EXISTING GROUND FEATURES ARE BASED ON LOUNSBURY & ASSOCIATES TOPOGRAPHIC SURVEY PERFORMED JULY 2020. SEE SPECIFICATIONS FOR GEOTECHNICAL REPORT. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE MAINTAINED ON THE PROJECT SITE. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE MAINTAINED ON THE PROJECT SITE. 4. UTILITY LOCATIONS SHOWN ON THE DRAWINGS MAY NOT BE EXACT. THE CONTRACTOR SHALL OBTAIN UTILITY LOCATES AT LEAST 48 HOURS PRIOR TO UTILITY LOCATIONS SHOWN ON THE DRAWINGS MAY NOT BE EXACT. THE CONTRACTOR SHALL OBTAIN UTILITY LOCATES AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL ALSO VERIFY EXACT LOCATIONS OF BURIED UTILITIES IN THE FIELD PER THE SPECIFICATIONS AND RECORD ANY CHANGES ON THE CONTRACTOR'S RECORD DRAWINGS. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION, SIZE, NUMBER, AND ELEVATIONS OF ALL UTILITIES WITHIN AND ADJACENT TO WORK AREAS. 5. EXISTING ELECTRIC, CABLE TELEVISION, TELEPHONE, STREET LIGHT, AND GAS LINES IN THE WORK AREA MAY REQUIRE CONTINUOUS SUPPORT AND/OR RELOCATION EXISTING ELECTRIC, CABLE TELEVISION, TELEPHONE, STREET LIGHT, AND GAS LINES IN THE WORK AREA MAY REQUIRE CONTINUOUS SUPPORT AND/OR RELOCATION DURING EXCAVATION AND BACKFILLING OPERATIONS. DURING THE COURSE OF THE WORK, UTILITY COMPANIES MAY RELOCATE SOME OF THEIR EXISTING FACILITIES. REFER TO THE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL COORDINATE WORK WITH EACH UTILITY COMPANY. 6. THE CONTRACTOR SHALL PROVIDE RECORD SURVEY NOTES FOR SUBMITTAL WITH THE RECORD DRAWINGS. THE FORMAT SHALL BE SIMILAR TO THAT SHOWN IN THE CONTRACTOR SHALL PROVIDE RECORD SURVEY NOTES FOR SUBMITTAL WITH THE RECORD DRAWINGS. THE FORMAT SHALL BE SIMILAR TO THAT SHOWN IN MASS DIVISION 65 FOR SUBMITTAL WITH THE RECORD DRAWING PLANS. CONTRACTOR SHALL RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD ON THE CONTRACTOR'S AS-BUILT PLANS. 7. IN PREPARATION FOR AND IMMEDIATELY PRIOR TO PAVING, THE CONTRACTOR SHALL REMOVE AN ADDITIONAL ONE FOOT FROM EXISTING PAVEMENT EDGE. THE IN PREPARATION FOR AND IMMEDIATELY PRIOR TO PAVING, THE CONTRACTOR SHALL REMOVE AN ADDITIONAL ONE FOOT FROM EXISTING PAVEMENT EDGE. THE ENGINEER MAY REQUIRE MORE THAN ONE FOOT ADDITIONAL CUT IF THE EXISTING PAVEMENT HAS BEEN LIFTED IN THE REMOVAL PROCESS, IF THE JOINT DOES NOT OCCUR ON UNDISTURBED MATERIAL, OR IF THE JOINT IS LOCATED WITHIN THE TRAVEL LANE. CUTS SHALL BE MADE WITH A SAW. TACK COAT SHALL BE APPLIED TO ALL JOINTS. REFERENCE MASS DETAIL 40-2. TACK COAT SHALL BE INCIDENTAL TO CONTRACT. 8. ALL EXISTING AND PROPOSED SEWER AND WATER UTILITY FACILITIES, SUCH AS MANHOLES, WATER VALVE BOXES, AND CLEANOUTS WITHIN THE CONSTRUCTION ALL EXISTING AND PROPOSED SEWER AND WATER UTILITY FACILITIES, SUCH AS MANHOLES, WATER VALVE BOXES, AND CLEANOUTS WITHIN THE CONSTRUCTION LIMITS SHALL BE ADJUSTED TO FINISH GRADE. 9. THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE VA DUST CONTROL, NOISE, AND HOURS OF OPERATION REQUIREMENTS. THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE VA DUST CONTROL, NOISE, AND HOURS OF OPERATION REQUIREMENTS. 10. SEE LANDSCAPE SHEETS FOR FINAL STABILIZATION. SEE LANDSCAPE SHEETS FOR FINAL STABILIZATION. 11. FILE NPDES AND OBTAIN DISCHARGE PERMITS. FILE NPDES AND OBTAIN DISCHARGE PERMITS. 12. PROVIDE SPCC AND LIQUID STORAGE BMPS. PROVIDE SPCC AND LIQUID STORAGE BMPS. 13. PROVIDE SWPPP AS REQUIRED.PROVIDE SWPPP AS REQUIRED.

AutoCAD SHX Text

1. ALL FILL AND TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ALL FILL AND TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 2. WATER RESULTING FROM THE CONTRACTOR'S STORMWATER (SURFACE RUNOFF) DEWATERING EFFORT MAY NOT BE PUMPED OR OTHERWISE WATER RESULTING FROM THE CONTRACTOR'S STORMWATER (SURFACE RUNOFF) DEWATERING EFFORT MAY NOT BE PUMPED OR OTHERWISE DIVERTED INTO EXISTING STORM DRAINS UNLESS PERMITS ARE OBTAINED BY THE CONTRACTOR, INCLUDING, BUT NOT LIMITED TO, THOSE REQUIRED BY THE MUNICIPALITY OF ANCHORAGE STORM WATER PLAN REVIEW OFFICE. UNDER NO CIRCUMSTANCE WILL THE CONTRACTOR BE ALLOWED TO DIVERT WATER FROM THE EXCAVATION ONTO ROADWAYS. CONTRACTOR SHALL PROVIDE DISPOSAL SITE FOR EXCESS WATER AND SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND APPROVALS. CONTRACTOR SHALL PROVIDE COPIES OF PERMITS AND APPROVAL TO THE MOA ROW PERMIT OFFICE. 3. MANHOLE LOCATIONS ARE IDENTIFIED BY NORTHING AND EASTING AT THE CENTER OF STRUCTURE. LENGTHS ARE MEASURED FROM CENTER TO MANHOLE LOCATIONS ARE IDENTIFIED BY NORTHING AND EASTING AT THE CENTER OF STRUCTURE. LENGTHS ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES. PIPE SLOPES ARE DETERMINED BY MEASURING BETWEEN INSIDE FACE OF STRUCTURES. 4. STORM DRAIN MANHOLES SHALL BE TYPE I PER MASS DETAIL 55-4. STORM DRAIN MANHOLES SHALL BE TYPE I PER MASS DETAIL 55-4. 5. SEE STORM DRAIN SHEETS FOR ADDITIONAL CONSTRUCTION NOTES. SEE STORM DRAIN SHEETS FOR ADDITIONAL CONSTRUCTION NOTES. 6. IN PREPARATION FOR AND IMMEDIATELY PRIOR TO PAVING, THE CONTRACTOR SHALL REMOVE AN ADDITIONAL ONE FOOT FROM EXISTING IN PREPARATION FOR AND IMMEDIATELY PRIOR TO PAVING, THE CONTRACTOR SHALL REMOVE AN ADDITIONAL ONE FOOT FROM EXISTING PAVEMENT EDGE. THE ENGINEER MAY REQUIRE MORE THAN ONE FOOT ADDITIONAL CUT IF THE EXISTING PAVEMENT HAS BEEN LIFTED IN THE REMOVAL PROCESS, IF THE JOINT DOES NOT OCCUR ON UNDISTURBED MATERIAL, OR IF THE JOINT IS LOCATED WITHIN THE TRAVEL LANE. CUTS SHALL BE MADE WITH A SAW. TACK COAT SHALL BE APPLIED TO ALL JOINTS. REFERENCE MASS DETAIL 40-2. TACK COAT SHALL BE INCIDENTAL TO CONTRACT. 7. ALL EXISTING AND PROPOSED SEWER AND WATER UTILITY FACILITIES, SUCH AS MANHOLES, WATER VALVE BOXES, AND CLEANOUTS WITHIN THE ALL EXISTING AND PROPOSED SEWER AND WATER UTILITY FACILITIES, SUCH AS MANHOLES, WATER VALVE BOXES, AND CLEANOUTS WITHIN THE CONSTRUCTION LIMITS SHALL BE ADJUSTED TO FINISH GRADE. 8. ALL STORM DRAIN PIPE INSULATION SHALL BE RIGID BOARD, HIGH DENSITY EXTRUDED POLYSTYRENE, MIN. 60 P.S.I., FOR UNDERGROUND ALL STORM DRAIN PIPE INSULATION SHALL BE RIGID BOARD, HIGH DENSITY EXTRUDED POLYSTYRENE, MIN. 60 P.S.I., FOR UNDERGROUND INSTALLATIONS EQUIVALENT TO R-20 PER FOUR (4) INCH THICK INSULATION.

AutoCAD SHX Text

1. HYDRANTS WILL BE ADJUSTED TO FINAL GRADE BY THE CONTRACTOR. SCHEDULE A COORDINATION MEETING WITH VA/JBER. GIVE A MINIMUM HYDRANTS WILL BE ADJUSTED TO FINAL GRADE BY THE CONTRACTOR. SCHEDULE A COORDINATION MEETING WITH VA/JBER. GIVE A MINIMUM FORTY-EIGHT (48) HOURS WRITTEN NOTICE TO VA/JBER INDICATING THE TYPE OF FIRE HYDRANT AND THE AMOUNT OF VERTICAL ADJUSTMENT. ALL HYDRANTS ADJUSTED BY CONTRACTOR. 2. 773 RD CIVIL ENGINEERING SQUADRON, JBER FIRE DEPARTMENT, AND EXISTING CUSTOMERS SHALL BE NOTIFIED SEVENTY-TWO (72) HOURS IN 773 RD CIVIL ENGINEERING SQUADRON, JBER FIRE DEPARTMENT, AND EXISTING CUSTOMERS SHALL BE NOTIFIED SEVENTY-TWO (72) HOURS IN ADVANCE OF WATER SERVICE INTERRUPTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY WATER SERVICE TO THE EXISTING CUSTOMERS IF THE OUTAGE EXCEEDS 6-HOURS. THE CONTRACTOR SHALL HAVE A TEMPORARY WATER SERVICE PLAN REVIEWED AND APPROVED BY VA/JBER. 3. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE. ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE. 4. ALL FIRE LINES SHALL HAVE RESTRAINED FITTINGS. ALL FIRE LINES SHALL HAVE RESTRAINED FITTINGS. 5. NO PIPE LENGTH LESS THAN EIGHT (8') FEET SHALL BE INCORPORATED IN THE WATER SYSTEM EXCEPT FOR THOSE NECESSARY FOR FIRE NO PIPE LENGTH LESS THAN EIGHT (8') FEET SHALL BE INCORPORATED IN THE WATER SYSTEM EXCEPT FOR THOSE NECESSARY FOR FIRE HYDRANTS OR VALVE LOCATIONS UNLESS RESTRAINED BY USE OF FIELD-LOK GASKETS (OR EQUAL) OR MEG-A-LUG FITTINGS (OR EQUAL). 6. WATER SERVICES SHALL BE PLACED NO CLOSER THAN: 15 FEET HORIZONTALLY MEASURED TO ANY FIRE HYDRANT OR FIRE HYDRANT LEG; 10 WATER SERVICES SHALL BE PLACED NO CLOSER THAN: 15 FEET HORIZONTALLY MEASURED TO ANY FIRE HYDRANT OR FIRE HYDRANT LEG; 10 FEET HORIZONTALLY MEASURED TO ANY SANITARY SEWER MAIN, SANITARY SEWER SERVICE, STORM SEWER, FOOTING DRAIN, STREET LIGHT, TRANSFORMER PAD, ELECTRICAL/TELEPHONE/CABLE BOX; AND 5 FEET HORIZONTALLY MEASURED TO ANY SIDE LOT LINE. 7. THE CONTRACTOR SHALL HAVE THE NEWLY INSTALLED WATERMAIN OPEN BORE FLUSHED PRIOR TO CONNECTION OF WATER SERVICES. PROVIDE A THE CONTRACTOR SHALL HAVE THE NEWLY INSTALLED WATERMAIN OPEN BORE FLUSHED PRIOR TO CONNECTION OF WATER SERVICES. PROVIDE A MINIMUM OF 48 HOURS ADVANCE NOTICE. VA SHALL WITNESS FLUSH. SUBMIT SANITIZER FOR APPROVAL. 8. ALL WATER MAIN AND SERVICE TRENCHES AND BEDDING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. ALL WATER MAIN AND SERVICE TRENCHES AND BEDDING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. 9. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 10 FEET OF BURY AT ALL POINTS AND MAINTAIN 30 FEET CLEAR FROM THE ADDED ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM OF 10 FEET OF BURY AT ALL POINTS AND MAINTAIN 30 FEET CLEAR FROM THE ADDED PORTION OF THE BUILDING AS MEASURED AT THE GROUND SURFACE. 10. MAXIMUM DEFLECTION OF PIPE PER JOINT SHALL NOT EXCEED 80% OF THE MANUFACTURERS RECOMMENDED DEFLECTION (4 DEGREES). MAXIMUM DEFLECTION OF PIPE PER JOINT SHALL NOT EXCEED 80% OF THE MANUFACTURERS RECOMMENDED DEFLECTION (4 DEGREES). 11. ALL DIP PIPE BEDDING SHALL BE TYPE IIA. ALL DIP PIPE BEDDING SHALL BE TYPE IIA. 12. THE CONTRACTOR SHALL RELOCATE ANY WATER SERVICE CONNECTIONS INSTALLED WITH LESS THAN MINIMUM STANDARD DISTANCES PRIOR TO THE CONTRACTOR SHALL RELOCATE ANY WATER SERVICE CONNECTIONS INSTALLED WITH LESS THAN MINIMUM STANDARD DISTANCES PRIOR TO ACCEPTANCE BY 773 RD CIVIL ENGINEERING SQUADRON, JBER FIRE DEPARTMENT. 13. CONTRACTOR SHALL INSTALL CATHODIC PROTECTION IN ACCORDANCE WITH SECTION 70.03 OF THE AWWU DESIGN AND CONSTRUCTION PRACTICES CONTRACTOR SHALL INSTALL CATHODIC PROTECTION IN ACCORDANCE WITH SECTION 70.03 OF THE AWWU DESIGN AND CONSTRUCTION PRACTICES MANUAL.

CI-101

CIVIL NOTES AND ABBREVIATIONS

NTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

GENERAL INFORMATION

PROJECT NORTH

TRUE NORTH

1'-0"

B

A

D

XX

XXXX

C

X

TITLE

ABBREVIATIONS

DRAWING SYMBOLS

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

1. DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION AS DRAWINGS ARE NOT DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION AS DRAWINGS ARE NOT NECESSARILY TO SCALE. 2. ALL DRAWINGS, WITH OR WITHOUT AN INDICATED SCALE ARE DIAGRAMATIC. ALL DRAWINGS, WITH OR WITHOUT AN INDICATED SCALE ARE DIAGRAMATIC. 3. ALL DRAWINGS ARE INTENDED TO INDICATE ONLY THE GENERAL RELATIONSHIP OF THE ALL DRAWINGS ARE INTENDED TO INDICATE ONLY THE GENERAL RELATIONSHIP OF THE PARTS TO THE WHOLE. 4. SPECIFIC DIMENSIONAL RELATIONSHIPS ARE INDICATED ONLY BY WRITTEN (PRINTED) SPECIFIC DIMENSIONAL RELATIONSHIPS ARE INDICATED ONLY BY WRITTEN (PRINTED) DIMENSIONS. 5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. 6. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE AND CONDITIONS UNDER CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE AND CONDITIONS UNDER WHICH THEY WILL BE OBLIGATED TO PERFORM THE WORK, PRIOR TO PROCEEDING WITH ANY WORK. 7. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY TO EACH OTHER - WHAT THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY TO EACH OTHER - WHAT IS SHOWN IN ONE, IS AS BINDING AS IF CALLED FOR IN BOTH. 8. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LAWS, RULES, CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LAWS, RULES, REGULATIONS, AND ORDINANCES OF FEDERAL, STATE, AND LOCAL AUTHORITIES. NO WORK SHALL BEGIN AT THE SITE UNTIL APPLICABLE APPROVALS AND REQUIRED PERMITS HAVE BEEN OBTAINED COVERING SUCH WORK. THE CONTRACTOR SHALL ENSURE THAT SUBCONTRACTORS VERIFY AND ASSURE PROPER CODE COMPLIANCE FOR ALL ASPECTS OF CONSTRUCTION WITHIN THEIR RESPECTIVE TRADES. 9. FINISHED FLOOR ELEVATION 0'-0" ON STRUCTURAL & ARCHITECTURAL DRAWINGS FINISHED FLOOR ELEVATION 0'-0" ON STRUCTURAL & ARCHITECTURAL DRAWINGS CORRESPONDS TO ELEVATION ±229'-0" ON CIVIL DRAWINGS.

AutoCAD SHX Text AACE AMERICAN ASSOCIATION OF COST ENGINEERS AMERICAN ASSOCIATION OF COST ENGINEERS AB ANCHOR BOLT ANCHOR BOLT ABAN ABANDON ABANDON ABBRV ABBREVIATION ABBREVIATION ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE ABC ASSOCIATED BUILDERS AND CONTRACTORS ASSOCIATED BUILDERS AND CONTRACTORS ABNL ABNORMAL ABNORMAL ABV ABOVE ABOVE AC ASPHALTIC CONCRETE/ASBESTOS CEMENT ASPHALTIC CONCRETE/ASBESTOS CEMENT AD AREA DRAIN AREA DRAIN ADA AMERICANS WITH DISABILITY ACT AMERICANS WITH DISABILITY ACT AGC ASSOCIATED GENERAL CONTRACTORS OF AMERICA ASSOCIATED GENERAL CONTRACTORS OF AMERICA AGGR AGGREGATE AGGREGATE AHJ AUTHORITY HAVING JURISDICTION AUTHORITY HAVING JURISDICTION AI ASPHALT INSTITUTE ASPHALT INSTITUTE AIA AMERICAN INSTITUTE OF ARCHITECTS AMERICAN INSTITUTE OF ARCHITECTS AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALLOW ALLOWANCE ALLOWANCE ALT ALTERNATE ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE AR AS REQUIRED AS REQUIRED ASB ASBESTOS ASBESTOS ASC ASPHALT SURFACE COURSE ASPHALT SURFACE COURSE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY OF CIVIL ENGINEERS ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION ARCHITECT'S SUPPLEMENTAL INSTRUCTION ASPH ASPHALT ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS ASWG AMERICAN STEEL WIRE GAUGE AMERICAN STEEL WIRE GAUGE ATTN ATTENTION ATTENTION AVG AVERAGE AVERAGE AW ACTUAL WEIGHT ACTUAL WEIGHT AWPA AMERICAN WOOD PRESERVERS ASSOCIATION AMERICAN WOOD PRESERVERS ASSOCIATION AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY AWWA AMERICAN WATER WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION B&B BAILED AND BURLAPPED BAILED AND BURLAPPED BC BACK OF CURB BACK OF CURB BC BETWEEN CENTERS BETWEEN CENTERS BC BUILDING CODE BUILDING CODE BD FT BOARD FEET (FOOT) BOARD FEET (FOOT) BDRY BOUNDARY BOUNDARY BEV BEVEL BEVEL BF BOTH FACES BOTH FACES BFF BEFORE FINISHED FLOOR BEFORE FINISHED FLOOR BFP BACKFLOW PREVENTOR BACKFLOW PREVENTOR BIL BASIC INSULATION LEVEL BASIC INSULATION LEVEL BITUM BITUMINOUS BITUMINOUS BJT BED JOINT BED JOINT BKGD BACKGROUND BACKGROUND BL BASE LINE BASE LINE BL BUILDING LINE BUILDING LINE BLST BALLAST BALLAST BLVD BOULEVARD BOULEVARD BM BENCHMARK BENCHMARK BNDG BONDING BONDING BSP BLACK STEEL PIPE BLACK STEEL PIPE C CONC CAST CONCRETE CAST CONCRETE C TO C CENTER TO CENTER CENTER TO CENTER CB CATCH BASIN CATCH BASIN CB CEMENT BASE CEMENT BASE CG CENTER OF GRAVITY CENTER OF GRAVITY CI CAST IRON CAST IRON CI CURB INLET CURB INLET CIP CAST-IN-PLACE CAST-IN-PLACE CIP CAST IRON PIPE CAST IRON PIPE CIR CIRCLE CIRCLE CIRC CIRCULAR CIRCULAR CL CLASS/CENTERLINE CLASS/CENTERLINE CLFMI CHAIN LINK FENCE MANUFACTURERS INSTITUTE CHAIN LINK FENCE MANUFACTURERS INSTITUTE CLKJ CALKED JOINT CALKED JOINT CLL CONTRACT LIMIT LINE CONTRACT LIMIT LINE CM CONSTRUCTION MANAGEMENT CONSTRUCTION MANAGEMENT CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CONC CONCRETE CONCRETE CONSTR CONSTRUCTION CONSTRUCTION CONSULT CONSULTANT CONSULTANT CONTR CONTRACT/CONTRACTORCONTRACT/CONTRACTOR

AutoCAD SHX Text MSL MEAN SEA LEVEL MEAN SEA LEVEL N NORTH NORTH N/A NOT APPLICABLE NOT APPLICABLE NE NOT EXCEEDING NOT EXCEEDING NEC NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT NOT IN CONTRACT NO NORMALLY OPEN NORMALLY OPEN NTP NOTICE TO PROCEED NOTICE TO PROCEED NTS NOT TO SCALE NOT TO SCALE OFD OVERFLOW DRAIN OVERFLOW DRAIN OPP OPPOSITE OPPOSITE P POLE/PUMP POLE/PUMP Pa PASCAL PASCAL PA PIPE ANCHOR PIPE ANCHOR PB PULL BOX PULL BOX PC PORTLAND CEMENT PORTLAND CEMENT PCC PRECAST CONCRETE PRECAST CONCRETE PE PHOTOELECTRIC PHOTOELECTRIC PERM PERMANENT PERMANENT PI POINT OF INTERSECTION POINT OF INTERSECTION PL PROPERTY LINE PROPERTY LINE POTW POTABLE WATER POTABLE WATER POW LN POWER LINE POWER LINE PRCST PRECAST PRECAST PROP PROPERTY/PROPOSED PROPERTY/PROPOSED PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PAINT PAINT PV PAVED PAVED PV RD PAVED ROAD PAVED ROAD PVG PAVING PAVING PWR POWER POWER QA QUALITY ASSURANCE QUALITY ASSURANCE QC QUALITY CONTROL QUALITY CONTROL R RADIUS RADIUS RC REINFORCED CONCRETE REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCCP REINFORCED CONCRETE CULVERT REINFORCED CONCRETE CULVERT RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD/ROOF DRAIN ROAD/ROOF DRAIN REP REPAIR REPAIR RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION ROW RIGHT OF WAY RIGHT OF WAY RP RADIUS POINT RADIUS POINT RT RIGHT RIGHT RW ROADWAY ROADWAY S SOUTH SOUTH SALV SALVAGE SALVAGE SD SHOP DRAWINGS SHOP DRAWINGS SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SDMPR SMOKE DAMPER SMOKE DAMPER SECT SECTION SECTION SIM SIMILIAR SIMILIAR SJ SCORED JOINT SCORED JOINT SP EL SPOT ELEVATION SPOT ELEVATION SPEC SPECIFICATION SPECIFICATION SS SANITARY SEWER SANITARY SEWER STA STATION/STATIONING STATION/STATIONING STOR STORAGE STORAGE SW SIDEWALK SIDEWALK SWG SEWAGE SEWAGE SWR SEWER SEWER TCP TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TC-XX TEST BORING-XX (E.G., TB-01) TEST BORING-XX (E.G., TB-01) TE TOP ELEVATION TOP ELEVATION TFF TOP FINISH FLOOR TOP FINISH FLOOR TMH TOP OF MANHOLE TOP OF MANHOLE TN TRUE NORTH TRUE NORTH TO TOP OF ___ TOP OF ___ TO FDN TOP OF FOUNDATION TOP OF FOUNDATION TOC TOP OF CURB TOP OF CURB TOC FTG TOP OF CONCRETE FOOTING TOP OF CONCRETE FOOTING TOPO TOPOGRAPHY TOPOGRAPHY TP TELEPHONE POLE TELEPHONE POLE TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UP UTILITY POLE UTILITY POLE UTIL UTILITYUTILITY

AutoCAD SHX Text COORD COORDINATE COORDINATE COR CHANGE ORDER REQUEST CHANGE ORDER REQUEST COTG CLEAN OUT TO GRADE CLEAN OUT TO GRADE CP CONCRETE PIPE CONCRETE PIPE CPEP CORRUGATED POLYETHYLENE PIPE CORRUGATED POLYETHYLENE PIPE CRCMF CIRCUMFERENCE CIRCUMFERENCE CRS COLD ROLLED STEEL COLD ROLLED STEEL CRSI CONCRETE REINFORCING STEEL CONCRETE REINFORCING STEEL CS CAST STONE CAST STONE CSB CONCRETE SPLASH BLOCK CONCRETE SPLASH BLOCK CSP CONCRETE SEWER PIPE CONCRETE SEWER PIPE CSTL CAST STEEL CAST STEEL CTR CONTOUR CONTOUR CWT HYDRANT HYDRANT D PENNY (NAIL) PENNY (NAIL) D-B DESIGN-BUILD DESIGN-BUILD DC DIRECT CURRENT DIRECT CURRENT DEF DEFINITION DEFINITION DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DETN DETENTION DETENTION DF DIESEL FUEL DIESEL FUEL DFLCT DEFLECTION DEFLECTION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DISC DISCONNECT DISCONNECT DISCH DISCHARGE DISCHARGE DL DEAD LOAD DEAD LOAD DN DOZEN DOZEN DOM DOMESTIC DOMESTIC DOUG FIR DOUGLAS FIR DOUGLAS FIR DS DOWNSPOUT DOWNSPOUT DSBL DISABLE DISABLE DSGN DESIGN DESIGN DSPL DISPOSAL DISPOSAL EC EDGE OF CURB EDGE OF CURB EF EXTERIOR FINISH EXTERIOR FINISH EL EASEMENT LINE EASEMENT LINE ENGR ENGINEER ENGINEER ENVIR ENVIRONMENT ENVIRONMENT EOA EDGE OF ASPHALT EDGE OF ASPHALT EOG EDGE OF GRAVEL EDGE OF GRAVEL EOP END OF PROJECT/EDGE OF PAVE END OF PROJECT/EDGE OF PAVE EQL SP EQUALLY SPACED EQUALLY SPACED ES EDGE OF SHOULDER EDGE OF SHOULDER ESMT EASEMENT EASEMENT EXIST EXISTING EXISTING EXT EXTERIOR EXTERIOR EXT GR EXTERIOR GRADE EXTERIOR GRADE FACIL FACILITY FACILITY FDTN FOUNDATION FOUNDATION FF FINISH FACE FINISH FACE FIN FLR FINISH FLOOR FINISH FLOOR FIN GR FINISH GRADE FINISH GRADE FLL FLOW LINE FLOW LINE FN FENCE FENCE FOC FACE OF CONCRETE/CURB FACE OF CONCRETE/CURB FOR FUEL OIL RETURN FUEL OIL RETURN FP FREEZING POINT FREEZING POINT G LN GAS LINE GAS LINE GFRP GLASS-FIBER-REINFORCED PLASTIC GLASS-FIBER-REINFORCED PLASTIC GHR GLYCOL HEATING RETURN GLYCOL HEATING RETURN GHS GLYCOL HEATING SUPPLY GLYCOL HEATING SUPPLY GLV GLOBE VALVE GLOBE VALVE GOVT GOVERNMENT GOVERNMENT GR LN GRADE LINE GRADE LINE GTV GATE VALVE GATE VALVE GUT GUTTER GUTTER HB HOSE BIBB HOSE BIBB HWY HIGHWAY HIGHWAY IMH INLET MANHOLE INLET MANHOLE INV INVERT INVERT INV EL INVERT ELEVATION INVERT ELEVATION IW IRRIGATION WATER IRRIGATION WATER J-BOX JUNCTION BOX JUNCTION BOX LCY LOOSE CUBIC YARD LOOSE CUBIC YARD LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LW LIGHT WEIGHTLIGHT WEIGHT

AutoCAD SHX Text VC VERTICAL CURVE VERTICAL CURVE VEH VEHICLE VEHICLE W/ WITH WITH W/O WITHOUT WITHOUT WM WATER METER WATER METER WT WATER TABLE WATER TABLE X SECT CROSS SECTION CROSS SECTION XFMR TRANSFORMER TRANSFORMER YD YARDYARD

AutoCAD SHX Text

%%UNORTH ARROW

AutoCAD SHX Text

%%UGRAPHIC SCALES

AutoCAD SHX Text section location

AutoCAD SHX Text sheet number

AutoCAD SHX Text

%%UWALL SECTION

AutoCAD SHX Text

%%UPARTIAL BUILDING/

AutoCAD SHX Text

%%UELEVATION TAG

AutoCAD SHX Text %%uELEVATION MARKER

AutoCAD SHX Text

%%UARCHITECTURAL

AutoCAD SHX Text vertical dimension

AutoCAD SHX Text elevation reference

AutoCAD SHX Text feet/inches

AutoCAD SHX Text

%%UDIMENSION

AutoCAD SHX Text feet/inches

AutoCAD SHX Text sheet number

AutoCAD SHX Text

%%UBUILDING SECTION

AutoCAD SHX Text section location

AutoCAD SHX Text detail location

AutoCAD SHX Text sheet number

AutoCAD SHX Text

AutoCAD SHX Text A100

AutoCAD SHX Text

%%UDETAIL MARKER

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 8'

AutoCAD SHX Text

AutoCAD SHX Text 32'

AutoCAD SHX Text 16'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text

XX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

T.O._SLAB

AutoCAD SHX Text 0'-0"

SCALE

CI-102

OVERALL SITE LAYOUT

NTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text

CI102

AutoCAD SHX Text

OVERALL SITE LAYOUT

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PROPOSED PARCEL BOUNDARY

AutoCAD SHX Text

BARTLETT HIGH SCHOOL PARKING

AutoCAD SHX Text

PROPOSED PARCEL AREA - 174,103 SF OR 3.9968 AC.

AutoCAD SHX Text

N. MULDOON RD.

AutoCAD SHX Text

BARTLETT RD.

AutoCAD SHX Text

HERITAGE CENTER DR.

AutoCAD SHX Text

BARTLETT ACCESS

AutoCAD SHX Text

ZUCKERT AVE.

AutoCAD SHX Text

LANE CLOSURE AND CROSSING REQUIRED TO INSTALL WATER LINE

AutoCAD SHX Text

LANE CLOSURE AND CROSSING REQUIRED TO INSTALL WATER LINE

AutoCAD SHX Text

CROSSING FOR ELECTRICAL AT PARKING LOT LIGHTS

AutoCAD SHX Text

PEDESTRIAN WARNING LIGHTS

AutoCAD SHX Text

SNOW DETENTION SWALE

SAWCUT AND REPLACE CONCRETE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

GR-101

ARCHAEOLOGICAL RESOURCES

1"=50'

NOTES

AutoCAD SHX Text

ZUCKERT AVE

AutoCAD SHX Text

GOLDEN BEAR DR

AutoCAD SHX Text E

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

N. MULDOON ROAD

AutoCAD SHX Text

BARTLETT ACCESS

AutoCAD SHX Text

AutoCAD SHX Text

GR101

AutoCAD SHX Text 1"=40'-0"

AutoCAD SHX Text

1. DO NOT TRESPASS BEYOND THE LIMITS OF DISTURBANCE. DO NOT TRESPASS BEYOND THE LIMITS OF DISTURBANCE. 2. DO NOT PLACE ANY DEBRIS OR STORE MATERIALS OUTSIDE OF THE DO NOT PLACE ANY DEBRIS OR STORE MATERIALS OUTSIDE OF THE LIMITS OF DISTURBANCE. 3. DO NOT DISCHARGE WATER BEYOND THE LIMITS OF DISTURBANCE. DO NOT DISCHARGE WATER BEYOND THE LIMITS OF DISTURBANCE. 4. HISTORICALLY SIGNIFICANT ARTIFACTS MAY BE ENCOUNTERED HISTORICALLY SIGNIFICANT ARTIFACTS MAY BE ENCOUNTERED DURING EXCAVATION AND GRADING. IN THE EVENT OF DISCOVERY, NOTIFY THE VA COR.

AutoCAD SHX Text

KNOWN ARCHAEOLOGICAL ITEM

AutoCAD SHX Text

ARCHAEOLOGICAL MITIGATION PLAN

AutoCAD SHX Text

CONTRACTOR LAYDOWN AREA

APPROXIMATE LIMITS OF CLEARING AND GRUBBING (RESTORE VEGETATION AT CONTRACTOR LAYDOWN AREA BEFORE DEMOBILIZATION)

W

W

W

W

W

W

W

W

W

W

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

GR-102

ILSM/ICRA PLAN

1"=50'

AutoCAD SHX Text

N. MULDOON RD

AutoCAD SHX Text

ZUCKERT AVE

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text E

AutoCAD SHX Text

TBM

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

BARTLETT ACCESS

AutoCAD SHX Text

AutoCAD SHX Text

GR102

AutoCAD SHX Text

ILSM/ICRA PLAN

AutoCAD SHX Text 1"=50'-0"

AutoCAD SHX Text PREVENT DUST ENTRY INTO BUILDING. PROVIDE FILTERS AT HVAC INTAKES. PROVIDE DUST FABRIC AT CONSTRUCTION FENCING. PROVIDE TEMPORARY BARRIER WALL OR TEMPORARY COVERING AS NEEDED. PROTECT PEDESTRIANS, VEHICLES, AND ADJACENT PROPERTY FROM WIND-BORNE DEBRIS AND DUST. PROVIDE ACCESS GATES FOR FIRE/EMS. LOCK TO PREVENT ENTRY BY OTHERS. FURNISH VA POLICE WITH THREE (3) KEYS.

AutoCAD SHX Text

PLAN NOTES

AutoCAD SHX Text

1. MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL MAINTAIN ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES. 2. COORDINATE DELIVERIES AND CONSTRUCTION EQUIPMENT COORDINATE DELIVERIES AND CONSTRUCTION EQUIPMENT LOCATIONS AS IS REQUIRED. 3. IN THE EVENT AN ACCESS ROUTE MUST BE CLOSED, IN THE EVENT AN ACCESS ROUTE MUST BE CLOSED, PROVIDE SIGNAGE FOR EMERGENCY VEHICLES. 4. PROVIDE FIREWATCH AND OBTAIN HOTWORK PERMITS AS PROVIDE FIREWATCH AND OBTAIN HOTWORK PERMITS AS REQUIRED. 5. OBTAIN CRANE PERMIT FROM VA COR.OBTAIN CRANE PERMIT FROM VA COR.

AutoCAD SHX Text

ILSM/ICRA GENERAL NOTES

AutoCAD SHX Text TEMPORARY CONSTRUCTION FENCING TEMPORARY ACCESS ROAD EXISTING EDGE OF ASPHALT EXISTING CURB AND GUTTER FIRE EXTINGUISHER

AutoCAD SHX Text

ILSM/ICRA LEGEND

AutoCAD SHX Text

SOUTH ACCESS REACH MULDOON REACH BUS ENTRANCE REACH LOOP REACH SIDEWALK REACH

AutoCAD SHX Text

PLAN NOTES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ZUCKERT REACH SCHOOL REACH PARKING LOT REACH CONTRACTOR YARD ADDITION AREA

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FE

AutoCAD SHX Text

FE

FE

Δ

B

U

I

L

D

I

N

G

E

A

V

E

N

THIS SURVEY

VICINITY MAP

VB-100

SURVEY CONTROL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text HORIZONTAL CONTROL STATEMENT COORDINATE SYSTEM: THIS PROJECT IS HOLDING THE ELMENDORF-FT. RICHARDSON LOCAL GRID SYSTEM IN U.S. SURVEY FEET, FROM PROJECT NUMBER 463-500, NEW VA OUTPATIENT CLINIC AND REGIONAL OFFICE BUILDING, DRAWING GS01. DESCRIBED AS FOLLOWS: THE BASIS OF COORDINATES IN THE WITNESS POINT FOR THE CORNER OF 14 CORNER OF SECTIONS 11 AND 12 (POINT 705), A BRASS CAP MONUMENT HAVING A VALUE OF N107,290.74 AND E121,029.05. BEARINGS ARE BASED ON THE LINE BETWEEN THE WITNESS POINT AND MONUMENT "WS-120", A BRASS CAP MONUMENT HAVING A VALUE OF N108,688.70 AND E121,034.34 THE BEARING OF SAID LINE IS N00°13'01"E. VERTICAL CONTROL STATEMENT DATUM IS ELMENDORF - FT. RICHARDSON LOCAL VERTICAL CONTROL NETWORK IN U.S. FEET. THE BASIS OF ELEVATIONS IS THE MONUMENT 702, AN ALUMINUM CAP ON A REBAR, MARKING THE NORTHERNMOST CORNER OF THE VA CLINIC BOUNDARY, WITH AN ELEVATION OF 229.77 FEET. RECORD ELEVATION TAKEN FROM PROJECT NUMBER 463-500, NEW VA OUTPATIENT CLINIC AND REGIONAL OFFICE BUILDING, DRAWING GS01. THE FINISHED FLOOR ELEVATION OF THE VA CLINIC BUILDING IS 229.01 FEET. TO ADJUST TO MOA 1972 ELEVATIONS, SUBTRACT 2.95 FEET FROM ALL ELEVATIONS. SURVEY NOTES: 1. THE FIELD SURVEY WAS PERFORMED BY LOUNSBURY AND ASSOCIATES, THE FIELD SURVEY WAS PERFORMED BY LOUNSBURY AND ASSOCIATES, INC. FROM NOVEMBER 2019 TO DECEMBER 2019. FIELD SURVEY INFORMATION FOR THIS PROJECT IS LOCATED IN LOUNSBURY AND ASSOCIATES, INC. FIELD BOOK 2019-MISC-4. 2. CONTOUR INTERVAL = 1 FOOT. CONTOUR INTERVAL = 1 FOOT. 3. UNDERGROUND UTILITIES SHOWN ARE AS VISIBLE OR MARKED AT THE UNDERGROUND UTILITIES SHOWN ARE AS VISIBLE OR MARKED AT THE TIME OF SURVEY. OTHER UNDERGROUND UTILITIES MAY EXIST WITHIN THE PROJECT AREA. 4. PROJECT HORIZONTAL CONTROL WAS SURVEYED USING NETWORKED PROJECT HORIZONTAL CONTROL WAS SURVEYED USING NETWORKED STATIC GPS TECHNIQUES. GPS MEASUREMENTS WERE PERFORMED USING TRIMBLE R10, AND R8 RECEIVERS. IT WAS PROCESSED USING TRIMBLE BUSINESS CENTER v.5.20 SOFTWARE. 6. THE PURPOSE OF THIS SURVEY IS TO PROVIDE A DESIGN SURVEY FOR THE PURPOSE OF THIS SURVEY IS TO PROVIDE A DESIGN SURVEY FOR AN EXPANSION OF THE VETERAN'S AFFAIRS CLINIC BUILDING AND PARKING AREA. 7. THE BOUNDARY OF THE VETERAN'S CLINIC IS RECORD PER PROJECT THE BOUNDARY OF THE VETERAN'S CLINIC IS RECORD PER PROJECT NUMBER 463-500, NEW VA OUTPATIENT CLINIC AND REGIONAL OFFICE BUILDING, DRAWING GS01. THE BOUNDARY OF THE LEASE AREA IS SHOWN BASED ON THE SAME. 8. ALL CONTROL SHOULD BE FIELD VERIFIED PRIOR TO USE.ALL CONTROL SHOULD BE FIELD VERIFIED PRIOR TO USE.

AutoCAD SHX Text

JUNCTION BOX - TYPE 1A

AutoCAD SHX Text

TBM

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

POST / BOLLARD

AutoCAD SHX Text

PUBLIC SIGN

AutoCAD SHX Text

TEMPORARY BENCHMARK

AutoCAD SHX Text

PRIVATE SIGN

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

TRAFFIC SIGNAL POLE WITH MAST ARM

AutoCAD SHX Text

FIELD INLET

AutoCAD SHX Text

LIGHT POLE WITH MAST ARM

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

TRAFFIC STRIPING - SOLID WHITE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

PRIMARY GOVERNMENT MONUMENT

AutoCAD SHX Text

FOUND REBAR WITH CAP

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

UNDERGROUND POWER LINE (AS MARKED IN THE FIELD)

AutoCAD SHX Text

UNDERGROUND GAS LINE (AS MARKED IN THE FIELD)

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

BOUNDARY LINE

AutoCAD SHX Text

DETECTABLE WARNING TILE

AutoCAD SHX Text

UNDERGROUND STORM DRAIN LINE (PER ABOVE-GROUND EVIDENCE)

AutoCAD SHX Text

FOUND REBAR

AutoCAD SHX Text

GRAVEL EDGE

AutoCAD SHX Text

LUMINAIRE

AutoCAD SHX Text

SET CONTROL - PINK PLASTIC CAP ON REBAR

AutoCAD SHX Text

MAJOR ELEVATION CONTOUR

AutoCAD SHX Text

MINOR ELEVATION CONTOUR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EDGE OF ASPHALT

AutoCAD SHX Text

CURB

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

* = NOT SHOWN HEREON FOR CLARITY

AutoCAD SHX Text

N. MULDOON RD

AutoCAD SHX Text

N. MULDOON RD

AutoCAD SHX Text

ZUCKERT AVE

AutoCAD SHX Text

GOLDEN BEAR DR

AutoCAD SHX Text

MW

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

CABLE VAULT

AutoCAD SHX Text

STOP AHEAD

AutoCAD SHX Text 30' Sewer Line

AutoCAD SHX Text Easement

AutoCAD SHX Text 30' Water, Steam, AutoCAD SHX Text & Abandoned Gas

AutoCAD SHX Text Line Easement

AutoCAD SHX Text 20' Sewer Line

AutoCAD SHX Text Easement

AutoCAD SHX Text 89'

AutoCAD SHX Text

OXYGEN

AutoCAD SHX Text

UG/C

AutoCAD SHX Text

UG/C

AutoCAD SHX Text J

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

AutoCAD SHX Text E

AutoCAD SHX Text

TB-16

AutoCAD SHX Text

TB-1

AutoCAD SHX Text

TB-2

AutoCAD SHX Text

TB-3

AutoCAD SHX Text

TB-4

AutoCAD SHX Text

TB-5

AutoCAD SHX Text

TB-6

AutoCAD SHX Text

TB-17

AutoCAD SHX Text

TB-18

AutoCAD SHX Text

TB-10

AutoCAD SHX Text

TB-9

AutoCAD SHX Text

TB-7

AutoCAD SHX Text

TB-11

AutoCAD SHX Text

TB-12

AutoCAD SHX Text

TB-13

AutoCAD SHX Text

TB-19

AutoCAD SHX Text

TB-14

AutoCAD SHX Text

TB-15

AutoCAD SHX Text

TB-22

AutoCAD SHX Text

TB-20

AutoCAD SHX Text

TB-21

AutoCAD SHX Text

TB-23

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text 14" T W

AutoCAD SHX Text 14" T W

AutoCAD SHX Text 14" T W

AutoCAD SHX Text

14" TW

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text G

AutoCAD SHX Text

24" ACP S

AutoCAD SHX Text

INV. ELEV.=225.05

AutoCAD SHX Text

24" ACP S

AutoCAD SHX Text

24" ACP S

AutoCAD SHX Text

TREES

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

TREES

AutoCAD SHX Text

TREES

AutoCAD SHX Text

TOP LID =232.54

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

TO BARTLETT

AutoCAD SHX Text

HIGH SCHOOL

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text

10" ACP S

AutoCAD SHX Text 12"W

AutoCAD SHX Text 12"W

AutoCAD SHX Text 48"S

AutoCAD SHX Text 12"S

AutoCAD SHX Text

12"SD

AutoCAD SHX Text

12"SD

AutoCAD SHX Text

15"SD

AutoCAD SHX Text

10"SD

AutoCAD SHX Text

SSMH 3

AutoCAD SHX Text 10"S

AutoCAD SHX Text 8"S

AutoCAD SHX Text 12"S

AutoCAD SHX Text 12"S

AutoCAD SHX Text

RIM 230.05

AutoCAD SHX Text

N. INV. 222.32

AutoCAD SHX Text

S. INV. 222.32

AutoCAD SHX Text

(ABANDONED)

AutoCAD SHX Text

ST

AutoCAD SHX Text 4"G

AutoCAD SHX Text 4"G

AutoCAD SHX Text 4"G

AutoCAD SHX Text 4"G

AutoCAD SHX Text 4"G

AutoCAD SHX Text 1-1/2"G

AutoCAD SHX Text

INV. 224.25

AutoCAD SHX Text

8" ACP S

AutoCAD SHX Text 1-1/2"G

AutoCAD SHX Text 4"G

AutoCAD SHX Text

8" ACP S

AutoCAD SHX Text 4"G

AutoCAD SHX Text 12"W

AutoCAD SHX Text 12"W

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text S=0.0480

AutoCAD SHX Text

SD

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

2.5"OX

AutoCAD SHX Text 6"G

AutoCAD SHX Text

2.5"OX

AutoCAD SHX Text 2"G

AutoCAD SHX Text 3"G

AutoCAD SHX Text J

AutoCAD SHX Text J

AutoCAD SHX Text 2"G

AutoCAD SHX Text 4"G

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

ELECTRICAL CONDUIT

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

MANHOLE 2

AutoCAD SHX Text

FIRE DEPARTMENT

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

SEE SHEET FP1.09

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text

OHE

AutoCAD SHX Text G

AutoCAD SHX Text

UG/E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

CENTRAL

AutoCAD SHX Text

PLANT

AutoCAD SHX Text

USAF COMPOSITE

AutoCAD SHX Text

MEDICAL FACILITY

AutoCAD SHX Text

TANK PAD

AutoCAD SHX Text 1 inch =

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 100 ft.

AutoCAD SHX Text

BOUNDARY

AutoCAD SHX Text

AVE

AutoCAD SHX Text

ST

AutoCAD SHX Text McCARREY

AutoCAD SHX Text

PINE ST

AutoCAD SHX Text

RD

AutoCAD SHX Text

MULDOON

AutoCAD SHX Text

BONIFACE PKWY

AutoCAD SHX Text

RD

AutoCAD SHX Text

DEBAR

AutoCAD SHX Text

TURPIN ST

AutoCAD SHX Text

CHESTER

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

SHIP

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text R3W

AutoCAD SHX Text R2W

AutoCAD SHX Text T13N

AutoCAD SHX Text

GLENN HIGHWAY

AutoCAD SHX Text

BARTLETT H.S. ACCESS

AutoCAD SHX Text

JBER

AutoCAD SHX Text

SCALE

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

4'

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

BG-100

GEOLOGICAL INFORMATION

1"=50'

NOTES

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text E

AutoCAD SHX Text C.O.

AutoCAD SHX Text C.O.

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

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

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD…