Attachment 20 - Civil Drawings 3-4.pdf
PDF 9 MB Posted
- Attached to
- Y1DZ--463-301 Construct Mental Health Building and Surface Parking Alaska (VA-22-00023262)
- Solicitation number
- 36C77622B0047
About this file
This package includes civil drawings and specifications for the construction of a new mental health building and surface parking at the Alaska VA Healthcare System Muldoon Clinic in Anchorage, Alaska. The project involves demolishing existing structures and surfaces, site grading and drainage, a new building addition, and new parking areas. Key details include storm drainage and utility plans showing gas, electrical, and water connections; demolition plans for three areas of the site; grading plans, sections, and details; and pavement sections. The solicitation number for the design-bid-build construction contract is 36C77622B0047.
View the file
Other files
Show all 38
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
PROPOSED
CONTRACTOR
LAYDOWN AREA
± 29,500 SF
CE-103
TESP- PARKING LOT AREA
1"=30'
DC
TS
M
SM
BZ
LEGEND - EROSION & SEDIMENT CONTROL
(BEST MANAGEMENT PRACTICE)
VEG
NOTE
AutoCAD SHX Text
ZUCKERT AVE
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
BARTLETT ACCESS ROAD
AutoCAD SHX Text
LIMITS OF CLEARING AND GRUBBING
AutoCAD SHX Text
AutoCAD SHX Text
CE-103
AutoCAD SHX Text
PARKING AREA TESP PLAN
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text
PROPOSED TEMPORARY DETENTION POND
AutoCAD SHX Text
STABILIZED CONTRUCTION EXIT
AutoCAD SHX Text
STRAW BALE BARRIER
AutoCAD SHX Text
DUST CONTROL
AutoCAD SHX Text
SEEDING, TEMPORARY
AutoCAD SHX Text
MULCHING
AutoCAD SHX Text
STABILIZATION MATTING
AutoCAD SHX Text
BUFFER ZONE
AutoCAD SHX Text
PRESERVING NATURAL VEGETATION
AutoCAD SHX Text
SILT FENCING / ESTIMATED LIMITS OF DISTURBANCE
AutoCAD SHX Text
TEMPORARY FENCING
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text
IP
AutoCAD SHX Text
PERIMETER SILT FENCE - LIMITS OF DISTURBANCE
AutoCAD SHX Text
AutoCAD SHX Text
CE104
AutoCAD SHX Text
1. CONFORM TO ALL REGULATORY AND PERMIT REQUIREMENTS. CONFORM TO ALL REGULATORY AND PERMIT REQUIREMENTS. 2. INSTALL SILT FENCE ALONG LIMITS OF WORK AREA AND DISTURBED AREAS FOR EROSION AND SEDIMENT INSTALL SILT FENCE ALONG LIMITS OF WORK AREA AND DISTURBED AREAS FOR EROSION AND SEDIMENT CONTROL. SILT FENCING SHALL BE MAINTAINED IN PROPER WORKING CONDITION UNTIL CONSTRUCTION IS COMPLETED. 3. SWEEP AND/OR WASHING PAVEMENT TO CONTROL DUST. SWEEP AND/OR WASHING PAVEMENT TO CONTROL DUST. 4. TEMPORARY EROSION CONTROL, INCLUDING SEEDING, MULCHING, MATTING AND PLASTIC COVERING, SHALL TEMPORARY EROSION CONTROL, INCLUDING SEEDING, MULCHING, MATTING AND PLASTIC COVERING, SHALL BE APPLIED TO STABILIZE DISTURBED SOILS LEFT EXPOSED LONGER THAN 7 DAYS. 5. LANDSCAPE, TOPSOIL & SEED ALL DISTURBED AREAS, EXCEPT PAVED AND BUILDING AREAS, AFTER LANDSCAPE, TOPSOIL & SEED ALL DISTURBED AREAS, EXCEPT PAVED AND BUILDING AREAS, AFTER CONSTRUCTION IS COMPLETE. 6. KEEP CONSTRUCTION VEHICLE ACCESS POINTS TO A MINIMUM. IF ACCESS POINTS OTHER THAN THE KEEP CONSTRUCTION VEHICLE ACCESS POINTS TO A MINIMUM. IF ACCESS POINTS OTHER THAN THE EXISTING DRIVEWAYS ARE USED THESE ACCESS POINTS SHALL BE PROVIDED WITH A STABILIZED CONSTRUCTION EXIT. 7. IF DEWATERING IS REQUIRED, DISCHARGE MUST BE DIRECTED TO SEDIMENT TRAP, STORMDRAIN INLET IF DEWATERING IS REQUIRED, DISCHARGE MUST BE DIRECTED TO SEDIMENT TRAP, STORMDRAIN INLET PROTECTION OR EQUIVALENT SEDIMENT CONTROL DEVICE. 8. WORK SHALL CONFORM TO THE STORMWATER EROSION & SEDIMENT CONTROL PLAN. WORK SHALL CONFORM TO THE STORMWATER EROSION & SEDIMENT CONTROL PLAN. 9. REFER TO THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), TO BE PROVIDED BY THE REFER TO THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), TO BE PROVIDED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 10. ERECT "CONSTRUCTION SIGN" AND "SAFETY SIGN" AT LOCATION DESIGNATED BY THE VA PROJECT ERECT "CONSTRUCTION SIGN" AND "SAFETY SIGN" AT LOCATION DESIGNATED BY THE VA PROJECT MANAGER. 11. REFERENCE DIVISION 01 SECTIONS OF THE SPECIFICATIONS FOR AVAILABILITY OF TEMPORARY UTILITIES, REFERENCE DIVISION 01 SECTIONS OF THE SPECIFICATIONS FOR AVAILABILITY OF TEMPORARY UTILITIES, CONNECTION POINTS AND UTILITY RATES. 12. REFERENCE DIVISION 01 SECTIONS OF THE SPECIFICATIONS FOR ELMENDORF AFB SECURITY, CONSTRUCTION REFERENCE DIVISION 01 SECTIONS OF THE SPECIFICATIONS FOR ELMENDORF AFB SECURITY, CONSTRUCTION AND ENVIRONMENTAL REQUIREMENTS FOR WORK ON BASE PROPERTY. 13. CONTRACTOR SHALL SUBMIT A PHASING PLAN FOR UTILITY REMOVAL-CAPPING, FOR RESIDENT ENGINEER'S CONTRACTOR SHALL SUBMIT A PHASING PLAN FOR UTILITY REMOVAL-CAPPING, FOR RESIDENT ENGINEER'S APPROVAL. 14. CONTRACTOR SHALL SUBMIT A PLAN SHOWING DESIGNATED STAGING AREAS, PARKING AREAS, SITE CONTRACTOR SHALL SUBMIT A PLAN SHOWING DESIGNATED STAGING AREAS, PARKING AREAS, SITE ACCESS LOCATIONS, FUELING AREAS, WASH-OUT AREAS, AND HAZARDOUS MATERIALS STORAGE AREAS FOR RESIDENT ENGINEER'S APPROVAL.
AutoCAD SHX Text
PARCEL BOUNDARY
AutoCAD SHX Text NOTE: THE TEMPORARY BMP'S AS SHOWN ARE SUGGESTED ONLY. THE TEMPORARY BMP'S AS SHOWN ARE SUGGESTED ONLY. ACTUAL BMP'S MAY BE DIFFERENT OR THE SAME BASED UPON SWPPP AS DEVELOPED BY THE CONTRACTOR.
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
CE-104
TESP- DETAILS
AS SHOWN
WATTLE
TRENCH TO CARRY
WATER TO APPROVED
DISPOSAL POINT
SANDBAG
WEIGHTS
TIE DOWN
TOP OF BANK
OR SLOPE
ANCHORING
SYSTEM
NATIVE BACKFILL
& COMPACT
STAKE
2"X2"X36"
STOCKPILE
ELEVATION VIEW
SILT FENCE NOTES:
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
CE-104
AutoCAD SHX Text
SILT FENCE DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
GEOTEXTILE FABRIC
AutoCAD SHX Text
OVERFLOW BYPASS FOR PEAK STORM VOLUMES
AutoCAD SHX Text
RETRIEVAL STRAP
AutoCAD SHX Text
ADAPTOR SKIRT TRIM TO WITHIN 3" - 5" OF GRATE
AutoCAD SHX Text
SEDIMENT ACCUMULATION
AutoCAD SHX Text INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL . SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT, EMPTYING, AND RE-INSERTING IT INTO THE CATCH BASIN.
AutoCAD SHX Text
1. 2. 3.
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
AutoCAD SHX Text
CE-104
AutoCAD SHX Text
INLET PROTECTION DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
CE-104
AutoCAD SHX Text
STOCKPILE STORAGE DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
AutoCAD SHX Text
CE-104
AutoCAD SHX Text
ABOVE GRADE WASHOUT DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
2" X 4" WOOD POST
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
FASTEN FABRIC TO UPHILL SIDE
AutoCAD SHX Text
OF POSTS WITH 1" STAPLES
AutoCAD SHX Text
SEDIMENT/DEBRIS STORAGE
AutoCAD SHX Text
BOTTOM OF FABRIC
AutoCAD SHX Text
WOOD POST
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
ON CENTER
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
FILTER FABRIC
AutoCAD SHX Text
USABLE BACKFILL
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
MAX.
AutoCAD SHX Text
1. FILTER FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL OF FABRIC.
AutoCAD SHX Text
2. JOINTS SHALL BE AT SUPPORT POSTS WITH A 6" MINIMUM OVERLAP.
AutoCAD SHX Text 2" X 4"
AutoCAD SHX Text
3. JOINTS SHALL BE KEPT TO A MINIMUM.
AutoCAD SHX Text
4. REMOVE SEDIMENT/DEBRIS WHEN IT REACHES A HEIGHT OF 9".
AutoCAD SHX Text
AutoCAD SHX Text
CE-104
AutoCAD SHX Text
BELOW GRADE WASHOUT DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
AutoCAD SHX Text
CE-104
AutoCAD SHX Text
CONSTRUCTION ENTRANCE DETAIL
AutoCAD SHX Text
NTS
AutoCAD SHX Text
1. INSTALL WOVEN GEOTEXTILE FABRIC TO PREVENT SUB-SOIL PUMPING. INSTALL WOVEN GEOTEXTILE FABRIC TO PREVENT SUB-SOIL PUMPING. 2. VEHICLE WHEELWASH AREA, IF REQUIRED, SHALL BE INSTALLED AND USED TO REMOVE SEDIMENT VEHICLE WHEELWASH AREA, IF REQUIRED, SHALL BE INSTALLED AND USED TO REMOVE SEDIMENT FROM VEHICLES THAT ARE ABOUT TO ENTER AN ESTABLISHED ROAD. AT TIME OF PRE-CONSTRUCTION CONFERENCE, THE VA OR SCHOOL DISTRICT INSPECTOR MAY REQUIRE THE ENTRANCE TO BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO THE INSTALLATION OF A CONSTRUCTION ENTRANCE TO AVOID DAMAGE TO THE EXISTING ROADWAY. 3. THE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) IS TO ENSURE THAT ALL VEHICLES THE CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) IS TO ENSURE THAT ALL VEHICLES USE THIS ENTRANCE AND ARE TO BE INSPECTED AND CLEANED OF SOILS BEFORE LEAVING PROJECT, AND THAT THE ENTRANCE IS TO BE KEPT CLEAN AT ALL TIMES. 4. TOP DRESS THE PAD WITH CLEAN 3" MINUS ROCK WHEN THE CONSTRUCTION ENTRANCE BECOMES TOP DRESS THE PAD WITH CLEAN 3" MINUS ROCK WHEN THE CONSTRUCTION ENTRANCE BECOMES CLOGGED WITH SEDIMENT. 5. ANY SEDIMENT CARRIED FROM THE SITE ONTO THE STREET SHALL BE CLEANED UP IMMEDIATELY. ANY SEDIMENT CARRIED FROM THE SITE ONTO THE STREET SHALL BE CLEANED UP IMMEDIATELY. PRESSURE WASHING NOT ALLOWED. SWEEPING IS THE PREFERRED METHOD.
NOTES
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
CT-101
MOT - BUILDING AREA
1"=20'
MOT PLAN NOTES
LEGEND
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
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
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
APPROXIMATE WORK ZONE BOUNDARY
AutoCAD SHX Text
EXISTING VA CLINIC
AutoCAD SHX Text
N. MULDOON ROAD
AutoCAD SHX Text
AutoCAD SHX Text
CT101
AutoCAD SHX Text
BUILDING AREA MOT PLAN
AutoCAD SHX Text 1"=15'-0"
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SIGNAGE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TWO-WAY TRAFFIC
AutoCAD SHX Text
ONE-WAY TRAFFIC
AutoCAD SHX Text
TRAFFIC DETOUR ROUTES
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ANY FLAGGING STATIONS. RECOMMEND PROTECTIVE VEHICLE - MAY BE WORK TRUCK - STRATEGICALLY LOCATED TO SHIELD WORK AREA FROM ONCOMING TRAFFIC. FOR LOW-VOLUME SITUATIONS, WITH SHORT WORK ZONES ON STRAIGHT ROADWAYS, WHERE FLAGGER IS VISIBLE TO ROAD USERS APPROACHING FROM BOTH DIRECTIONS, A SINGLE FLAGGER POSITIONED TO BE VISIBLE FROM BOTH DIRECTIONS MAY BE USED. PROVIDE MOT AT ALL CROSSINGS
AutoCAD SHX Text
48" X 48" TRAFFIC CONTROL SIGN
AutoCAD SHX Text
SLOW WORK ZONE AHEAD
AutoCAD SHX Text
NO ENTRY WORK ZONE
MAINTAIN THROUGH ROUTE TO WEST PARKING LOT AT ALL TIMES
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
CT-102
MOT - SIDEWALK AREA
1"=10'
MOT PLAN NOTES
LEGEND
AutoCAD SHX Text
STORM DRAIN CURB INLET RIM = 226.05' 12" CPP FL SW= 222.92'
AutoCAD SHX Text
XX" CULVERT INVERT FL = 228.12'
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
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
CLINIC ACCESS ROAD
AutoCAD SHX Text
CLINIC NORTH PARKING AREA
AutoCAD SHX Text
ZUCKERT AVENUE
AutoCAD SHX Text
AutoCAD SHX Text
CT102
AutoCAD SHX Text
SIDEWALK AREA MOT PLAN
AutoCAD SHX Text 1"=10'-0"
AutoCAD SHX Text
WORK ZONE BOUNDARY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SIGNAGE
AutoCAD SHX Text
TWO-WAY TRAFFIC
AutoCAD SHX Text
ONE-WAY TRAFFIC
AutoCAD SHX Text
TRAFFIC DETOUR ROUTES
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ANY FLAGGING STATIONS. RECOMMEND PROTECTIVE VEHICLE - MAY BE WORK TRUCK - STRATEGICALLY LOCATED TO SHIELD WORK AREA FROM ONCOMING TRAFFIC. FOR LOW-VOLUME SITUATIONS, WITH SHORT WORK ZONES ON STRAIGHT ROADWAYS, WHERE FLAGGER IS VISIBLE TO ROAD USERS APPROACHING FROM BOTH DIRECTIONS, A SINGLE FLAGGER POSITIONED TO BE VISIBLE FROM BOTH DIRECTIONS MAY BE USED. PROVIDE MOT AT ALL CROSSINGS.
AutoCAD SHX Text
48" X 48" TRAFFIC CONTROL SIGN
AutoCAD SHX Text
SLOW WORK ZONE AHEAD
AutoCAD SHX Text
NO ENTRY WORK ZONE
AutoCAD SHX Text
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
CT-103
MOT PARKING LOT AREA
1"=50'
MOT PLAN NOTES
LEGEND
AutoCAD SHX Text
ZUCKERT AVE
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
BARTLETT ACCESS ROAD
AutoCAD SHX Text
AutoCAD SHX Text
CT-103
AutoCAD SHX Text
PARKING AREA MOT PLAN
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text
WORK ZONE BOUNDARY
AutoCAD SHX Text
TEMP. CONSTRUCTION YARD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SIGNAGE
AutoCAD SHX Text
TWO-WAY TRAFFIC
AutoCAD SHX Text
ONE-WAY TRAFFIC
AutoCAD SHX Text
TRAFFIC DETOUR ROUTES
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT ANY FLAGGING STATIONS. RECOMMEND PROTECTIVE VEHICLE - MAY BE WORK TRUCK - STRATEGICALLY LOCATED TO SHIELD WORK AREA FROM ONCOMING TRAFFIC. FOR LOW-VOLUME SITUATIONS, WITH SHORT WORK ZONES ON STRAIGHT ROADWAYS, WHERE FLAGGER IS VISIBLE TO ROAD USERS APPROACHING FROM BOTH DIRECTIONS, A SINGLE FLAGGER POSITIONED TO BE VISIBLE FROM BOTH DIRECTIONS MAY BE USED. PROVIDE MOT AT ALL CROSSINGS
AutoCAD SHX Text
48" X 48" TRAFFIC CONTROL SIGN
AutoCAD SHX Text
SLOW WORK ZONE AHEAD
AutoCAD SHX Text
NO ENTRY WORK ZONE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text NOTE: BARTLETT ACCESS ROAD HAS PEAK AM AND PEAK PM TRIPS FROM SCHOOL BUSES AND MOTOR VEHICLES TO AND FROM BARTLETT HIGH SCHOOL. CONTRACTOR WILL NEED TO COORDINATE REQUIRED CLOSURES WITH THE COR. THIS WORK MAY REQUIRE NIGHT WORK.
AutoCAD SHX Text PROVIDE BARRIERS AND FLAGGERS AT ZUCKERT AVENUE FOR TURN LANE CONSTRUCTION ACTIVITIES
PROVIDE BARRIERS AND FLAGGERS AT TRENCH FOR ELECTRICAL SERVICE FOR PARKING LOT LIGHTS.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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
CD-100
CIVIL DEMOLITION OVERALL 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
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
SHEET CD-103
AutoCAD SHX Text
AutoCAD SHX Text
CD100
AutoCAD SHX Text
OVERALL CIVIL DEMOLITION PLAN
AutoCAD SHX Text 1"=50'-0"
AutoCAD SHX Text
SHEET CD-102
SHEET CD-101
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
CD-101
CIVIL DEMOLITION BUILDING AREA
1"=15'
DEMOLITION NOTES
DEMOLITION LEGEND
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
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 REMOVE EXISTING SIGNAGE. RELOCATE AS REQD. REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING CONCRETE SIDEWALK REMOVE EXISTING ASPHALT PARKING LOT REMOVE EXISTING CONCRETE EDGING PROTECT EXISTING FLAGPOLE AND LIGHTING REMOVE EXISTING BIRCH TREES REMOVE EXISTING BENCH REMOVE EXISTING BIKE RACK REMOVE EXISTING TACTILE WARNING STRIP REMOVE EXISTING BOLLARDS REMOVE LANDSCAPING AND IRRIGATION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WORK ZONE BOUNDARY
AutoCAD SHX Text
EXISTING VA CLINIC
AutoCAD SHX Text
N. MULDOON ROAD
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE DEMO AREA
AutoCAD SHX Text
EXISTING VEGETATION
AutoCAD SHX Text
EXISTING TREES TO DEMO
AutoCAD SHX Text
WORK ZONE BOUNDARY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROTECT EXISTING ELECTRIC LINE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CD101
AutoCAD SHX Text
BUILDING AREA CIVIL DEMOLITION PLAN
AutoCAD SHX Text 1"=15'-0"
AutoCAD SHX Text
EXISTING DOMESTIC FIRE SUPPRESSION WATER LINE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
3" ASPHALT PAVING
AutoCAD SHX Text
LANDSCAPE/HARDSCAPE
AutoCAD SHX Text
LANDSCAPE/HARDSCAPE
PROPOSED WATER LINE
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
CD-102
CIVIL DEMOLITION SIDEWALK AREA
1"=10'
DEMOLITION NOTESDEMOLITION LEGEND
AutoCAD SHX Text
STORM DRAIN CURB INLET RIM = 226.05' 12" CPP FL SW= 222.92'
AutoCAD SHX Text
XX" CULVERT INVERT FL = 228.12'
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
CLINIC ACCESS ROAD
AutoCAD SHX Text
CLINIC NORTH PARKING AREA
AutoCAD SHX Text
ZUCKERT AVENUE
AutoCAD SHX Text
PROTECT EXISTING LUMINAIRE
AutoCAD SHX Text
PROTECT EXISTING STOP SIGN
AutoCAD SHX Text
AutoCAD SHX Text
CD102
AutoCAD SHX Text
SIDEWALK AREA CIVIL DEMOLITION PLAN
AutoCAD SHX Text 1"=10'-0"
AutoCAD SHX Text
REMOVE EXISTING LANDSCAPE
AutoCAD SHX Text
AutoCAD SHX Text
ASPHALT DEMO AREA
AutoCAD SHX Text
EXISTING VEGETATION
AutoCAD SHX Text
EXISTING TREES TO DEMO
AutoCAD SHX Text
WORK ZONE BOUNDARY
AutoCAD SHX Text
LANDSCAPE DEMO AREA (~3000 SF)
LANDSCAPE DEMO AREA (~3000 SF)
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
PROPOSED
CONTRACTOR
LAYDOWN AREA
± 29,500 SF
CD-103
CIVIL DEMOLITION PARKING LOT
AREA
1"=30'
NOTE
DEMOLITION LEGEND
NOTE
AutoCAD SHX Text
ZUCKERT AVE
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
BARTLETT ACCESS ROAD
AutoCAD SHX Text
CLEAR AND GRUB ~4 ACRES
AutoCAD SHX Text
AutoCAD SHX Text
CD103
AutoCAD SHX Text
PARKING AREA CIVIL DEMOLITION PLAN
AutoCAD SHX Text 1"=30'-0"
AutoCAD SHX Text OBSERVE TREE CALIPER SIZE AND QUANTITIES ON THE PRE-BID JOBSITE WALK. REMOVE ALL VEGETATION. NO BURNING IS ALLOWED.
AutoCAD SHX Text
ASPHALT DEMO AREA
AutoCAD SHX Text
EXISTING VEGETATION
AutoCAD SHX Text
EXISTING TREES TO DEMO
AutoCAD SHX Text
WORK ZONE/CLEARING & GRUBBING BOUNDARY
AutoCAD SHX Text
LANDSCAPE DEMO AREA
EXISTING GRADES ARE SHOWN
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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
CG-100
CIVIL GRADING OVERALL PLAN
1"=50'
SHEET NOTE
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
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 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
1. INSTALL HEAVY DUTY PAVEMENT SECTION INSTALL HEAVY DUTY PAVEMENT SECTION AT THIS LOCATION AS SHOWN ON SHEET CG-109. THE REMAINDER OF PROPOSED PAVEMENT SHALL BE INSTALLED PER THE LIGHT DUTY SECTION.
AutoCAD SHX Text
SHEET CG-104
AutoCAD SHX Text
SHEET CG-103
AutoCAD SHX Text
SHEET CG-101
AutoCAD SHX Text
BARTLETT ACCESS
AutoCAD SHX Text
SHEET CG-105
AutoCAD SHX Text
AutoCAD SHX Text
CG100
AutoCAD SHX Text
OVERALL CIVIL GRADING PLAN
1"=50'-0"
1" = 20'
CIVIL GRADING BUILDING AREA
CG-101
N
M
U
L
D
O
O
N
R
D
GRADING NOTES
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
GRADING LEGEND
AutoCAD SHX Text 7'
AutoCAD SHX Text
FFE=229.0
AutoCAD SHX Text
1. SEE SHEET CG-102 FOR GRADING TABLES. SEE SHEET CG-102 FOR GRADING TABLES. CG-102 FOR GRADING TABLES. FOR GRADING TABLES. 2. SEE SHEET CG-109 FOR GRADING DETAILS. SEE SHEET CG-109 FOR GRADING DETAILS. CG-109 FOR GRADING DETAILS. FOR GRADING DETAILS. 3. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. 4. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. 5. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. 6. SEE SHEET CS-104 FOR STRIPING AND SIGN DETAILS. SEE SHEET CS-104 FOR STRIPING AND SIGN DETAILS. CS-104 FOR STRIPING AND SIGN DETAILS. FOR STRIPING AND SIGN DETAILS. 7. FURNISH AND INSTALL 3'-0" X 3'-0" X 7'-0" 4000 FURNISH AND INSTALL 3'-0" X 3'-0" X 7'-0" 4000 PSI CONCRETE SUMP AT SANITARY LIFT STATION. USE TWO LAYERS OF #5 REBAR AT 12" O.C. TIE REBAR INTO FLOOR SLAB.
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
EXISTING VA CLINIC
AutoCAD SHX Text
EGRESS DOORS
AutoCAD SHX Text
PARKING LOT PAVING (SEE DETAIL 2, SHEET CG109)
AutoCAD SHX Text
SERVICE ROAD PAVING (SEE DETAIL 3, SHEET CG109)
AutoCAD SHX Text
CONCRETE PAVING (SEE DETAIL 4, SHEET CP104)
AutoCAD SHX Text
OPEN (NO PAVING)
EGRESS DOORS
N/ACIVIL GRADING BUILDING AREA
TABLES
CG-102
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 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'
4'
1" = 20'CIVIL GRADING SIDEWALK
AREA
CG-103
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
GRADING NOTES
GRADING LEGEND
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
SEE SHEET CG-104CG-104
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. SEE SHEET CG-109 FOR GRADING DETAILS. SEE SHEET CG-109 FOR GRADING DETAILS. CG-109 FOR GRADING DETAILS. FOR GRADING DETAILS. 2. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. 3. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. 4. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. 5. SEE SHEET CS-104 FOR STRIPING & SIGN DETAILS.SEE SHEET CS-104 FOR STRIPING & SIGN DETAILS.CS-104 FOR STRIPING & SIGN DETAILS. FOR STRIPING & SIGN DETAILS.
AutoCAD SHX Text
PARKING LOT PAVING (SEE DETAIL 2, SHEET CG109)
AutoCAD SHX Text
SERVICE ROAD PAVING (SEE DETAIL 3, SHEET CG109)
AutoCAD SHX Text
CONCRETE PAVING (SEE DETAIL 4, SHEET CP104)
OPEN (NO PAVING)
1" = 20'GARDING - PARKING LOT
NORTH SECTION
CG-104
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
GRADING NOTES
GRADING LEGEND
AutoCAD SHX Text
PLAN VIEW DETAIL
AutoCAD SHX Text
SCALE: 1'=10"
AutoCAD SHX Text
AutoCAD SHX Text
SEE SHEET CG-105CG-105
AutoCAD SHX Text
DETAIL 1
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. SEE SHEET CG-106 FOR GRADING TABLES. SEE SHEET CG-106 FOR GRADING TABLES. CG-106 FOR GRADING TABLES. FOR GRADING TABLES. 2. SEE SHEET CG-109 FOR GRADING DETAILS. SEE SHEET CG-109 FOR GRADING DETAILS. CG-109 FOR GRADING DETAILS. FOR GRADING DETAILS. 3. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. 4. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. 5. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. 6. SEE SHEET CS-104 FOR STRIPING & SIGN DETAILS.SEE SHEET CS-104 FOR STRIPING & SIGN DETAILS.CS-104 FOR STRIPING & SIGN DETAILS. FOR STRIPING & SIGN DETAILS.
AutoCAD SHX Text
PARKING LOT PAVING (SEE DETAIL 2, SHEET CG109)
AutoCAD SHX Text
SERVICE ROAD PAVING (SEE DETAIL 3, SHEET CG109)
AutoCAD SHX Text
CONCRETE PAVING (SEE DETAIL 4, SHEET CP104)
1" = 20'GRADING - PARKING LOT
SOUTH SECTION
CG-105
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
GRADING NOTES GRADING LEGEND
AutoCAD SHX Text
ZUCKERT AVE
AutoCAD SHX Text L13
AutoCAD SHX Text
SEE SHEET CG-104CG-104
AutoCAD SHX Text
PLAN VIEW DETAIL
AutoCAD SHX Text
SCALE: 1'=10"
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL 1
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. SEE SHEET CG-106 FOR GRADING TABLES. SEE SHEET CG-106 FOR GRADING TABLES. CG-106 FOR GRADING TABLES. FOR GRADING TABLES. 2. SEE SHEET CG-109 FOR GRADING DETAILS. SEE SHEET CG-109 FOR GRADING DETAILS. CG-109 FOR GRADING DETAILS. FOR GRADING DETAILS. 3. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. SEE SHEET CU-105 FOR STORMWATER IMPROVEMENTS. 4. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. SEE SHEET CU-103 FOR WATER SERVICE RELOCATION. 5. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. MAXIMUM CROSS SLOPE FOR SIDEWALKS IS 1.0%. 6. SEE SHEET CS-104 FOR STRIPING & SIGN DETAILS.SEE SHEET CS-104 FOR STRIPING & SIGN DETAILS.CS-104 FOR STRIPING & SIGN DETAILS. FOR STRIPING & SIGN DETAILS.
AutoCAD SHX Text
PARKING LOT PAVING (SEE DETAIL 2, SHEET CG109)
AutoCAD SHX Text
SERVICE ROAD PAVING (SEE DETAIL 3, SHEET CG109)
AutoCAD SHX Text
CONCRETE PAVING (SEE DETAIL 4, SHEET CP104)
N/AGRADING - PARKING LOT
TABLES
CG-106
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 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'
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
CG-107
GRADING - SECTIONS 1 OF 2
AS SHOWN
AutoCAD SHX Text
SAWCUT PAVEMENT
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
SAWCUT PAVEMENT
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
LIMITS OF EXCAVATION, 3 FT BELOW EXISTING GRADE
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
SAWCUT PAVEMENT
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
SLOPE VARIES
AutoCAD SHX Text
DETECTABLE WARNING TILE
AutoCAD SHX Text
FF = 229.0'
AutoCAD SHX Text LIMITS OF EXCAVATION, 3 FT BELOW EXISTING GRADE UNDER PARKING AREA, 6.5 FT BELOW EXISTING GRADE UNDER PROPOSED BUILDING
AutoCAD SHX Text
BUILDING
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
AutoCAD SHX Text
CG107
AutoCAD SHX Text
NORTH/SOUTH PARKING CROSS SECTION
AutoCAD SHX Text
SCALE: 1"=10'
AutoCAD SHX Text
AutoCAD SHX Text
CG107
AutoCAD SHX Text
EAST/WEST BUILDING SITE CROSS SECTION
SCALE: 1"=10'
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
CG-108
GRADING - SECTIONS 2 OF 2
NOTES:
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
18" MIN. SELECTED MATERIAL, TYPE A
AutoCAD SHX Text
4" AGGREGATE BASE COURSE, D-1
AutoCAD SHX Text
3" ASPHALT CONCRETE TYPE II, CLASS A
AutoCAD SHX Text
STRUCTURAL DETAIL
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 2'
AutoCAD SHX Text 10.5'
AutoCAD SHX Text 12'
AutoCAD SHX Text 10.5'
AutoCAD SHX Text 2'
AutoCAD SHX Text 3'
AutoCAD SHX Text
AutoCAD SHX Text
SECTION 1 - ZUCKERT AVENUE
AutoCAD SHX Text
SEE STRUCTURAL DETAIL
AutoCAD SHX Text 2%
AutoCAD SHX Text
TRAFFIC LANE
AutoCAD SHX Text
LEFT TURN LANE
AutoCAD SHX Text
MEDIAN
AutoCAD SHX Text
RIGHT TURN LANE
AutoCAD SHX Text
4" TOPSOIL & SEED
AutoCAD SHX Text
3H:IV
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text 2%
AutoCAD SHX Text 2'
AutoCAD SHX Text
AutoCAD SHX Text 12'
AutoCAD SHX Text
TRAFFIC LANE
AutoCAD SHX Text 2'
AutoCAD SHX Text
4" TOPSOIL & SEED
AutoCAD SHX Text
3H:IV
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text
4" TOPSOIL & SEED
AutoCAD SHX Text
3H:IV
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text 2'
AutoCAD SHX Text 12'
AutoCAD SHX Text 2%
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
TRAFFIC LANE
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
4" TOPSOIL & SEED
AutoCAD SHX Text
3H:IV
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text 2'
AutoCAD SHX Text 12'
AutoCAD SHX Text 2%
AutoCAD SHX Text
SHOULDER
AutoCAD SHX Text
TRAFFIC LANE
AutoCAD SHX Text
SECTION 3 - ZUCKERT AVENUE & UPPER BARTLETT DRIVE
AutoCAD SHX Text
SEE STRUCTURAL DETAIL
AutoCAD SHX Text
SLOPE VARIES 3:1 MAXIMUM
AutoCAD SHX Text
SLOPE VARIES 3:1 MAXIMUM
AutoCAD SHX Text
SLOPE VARIES 3:1 MAXIMUM
AutoCAD SHX Text
SLOPE VARIES 3:1 MAXIMUM
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text 12'
AutoCAD SHX Text 10.5'
AutoCAD SHX Text
SECTION 2 - ZUCKERT AVENUE
AutoCAD SHX Text
SEE STRUCTURAL DETAIL
AutoCAD SHX Text 2%
AutoCAD SHX Text
LEFT TURN LANE
AutoCAD SHX Text
4" TOPSOIL & SEED
AutoCAD SHX Text
3H:IV
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text 2%
AutoCAD SHX Text 2'
AutoCAD SHX Text
4" TOPSOIL & SEED
AutoCAD SHX Text
3H:IV
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text
SLOPE VARIES 3:1 MAXIMUM
AutoCAD SHX…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .