ATTACHMENT 2 - Drawings 1 of 2.pdf
PDF 22 MB Posted
- Attached to
- Y1LZ--Construct Parking Structure for Patient Access (Minor) - St Cloud VAMC Federal contract opportunity
- Solicitation number
- 36E77620B0006
About this file
This document provides details for a federal contract solicitation to construct a parking structure for patient access at the St. Cloud VA Medical Center in Minnesota. The contractor will furnish all labor, materials, tools and equipment required for the general construction project, including demolition, site utilities, and architectural, structural, mechanical, plumbing and electrical work. The solicitation will be issued as an Invitation for Bid and evaluated according to procedures in the solicitation. It is a total Service-Disabled Veteran-Owned Small Business set-aside with an anticipated issuance date in late July or early August 2020. The period of performance is approximately 487 calendar days from the notice to proceed. The magnitude of construction is expected to be between $10-20 million. All questions must be submitted in writing by the specified date.
View the file
Other files for this federal contract opportunity
Show all 18
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
1151 Kildaire Farm Rd.
Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420
320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
Revisions: Date
VA FORM 08-6231
CONSULTANTS:
ACG Project Number
© COPYRIGHT Apogee- CEMS JV, LLC
PROJECT SITE MAP PROJECT LOCATION MAP
PROJECT IMAGE
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: NURSE EXECUTIVE DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BYBUILDING No
LOCATION
DATE:
DATE: DRAWING NO.
DRAWN
DWG. OF
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
/2
/2
:3
:1
A
M
G-001
COVER
1 4
RC MK
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTHCARE SYSTEM
ST. CLOUD, MINNESOTA
05/27/2020
BID DOCUMENTS
656-344
18-063
N/A
CONSTRUCT PARKING STRUCTURE
FOR PATIENT ACCESS
ST. CLOUD VA HEALTHCARE SYSTEM
ST. CLOUD, MINNESOTA
VA PROJECT #: 656-344 APOGEE PROJECT #: 18-063
DRAWING LIST
ARCHITECTURAL
A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 24
A-101 OVERALL FLOOR PLANS 2 24
A-102 FLOOR PLAN- GROUND FLOOR AREA A 3 24
A-103 FLOOR PLAN- GROUND FLOOR AREA B 4 24
A-104 FLOOR PLAN- BASEMENT AREA A 5 24
A-105 FLOOR PLAN- BASEMENT AREA B 6 24
A-110 ENLARGED PLANS 7 24
A-111 REFLECTED CEILING PLANS, ROOF PLANS 8 24
A-201 EXTERIOR ELEVATIONS 9 24
A-202 EXTERIOR ELEVATIONS 10 24
A-301 OVERALL BUILDING SECTIONS 11 24
A-310 WALL SECTIONS 12 24
A-311 WALL SECTIONS 13 24
A-312 WALL SECTIONS 14 24
A-313 DETAILS 15 24
A-314 DETAILS 16 24
A-601 SCHEDULES AND DETAILS 17 24
A-701 ENLARGED STAIR PLANS 18 24
A-702 STAIR SECTIONS 19 24
A-703 RAILING ELEVATIONS AND DETAILS 20 24
A-704 STAIR AND RAILING DETAILS 21 24
A-901 SIGNAGE PLANS 22 24
A-902 SIGNAGE DETAILS 23 24
A-910 STRIPING PLANS 24 24
PLUMBING
P-001 PLUMBING GENERAL INFORMATION 1 10
PP101 GROUND FLOOR AREA A PLUMBING PLAN 2 10
PP102 GROUND FLOOR AREA B PLUMBING PLAN 3 10
PP103 BASEMENT AREA A PLUMBING PLAN 4 10
PP104 BASEMENT AREA B PLUMBING PLAN 5 10
P-401 ENLARGED PLUMBING PLANS 6 10
P-501 PLUMBING DETAILS 7 10
P-901 STORM PIPE RISER - GROUND FLOOR 8 10
P-902 SANITARY PIPE RISER - BASEMENT 9 10
PP105 UNDER GARAGE DETENTION PIPING 10 10
MECHANICAL
M-001 MECHANICAL GENERAL INFORMATION 1 7
MH101 GROUND FLOOR AREA A MECHANICAL PLAN 2 7
MH102 GROUND FLOOR AREA B MECHANICAL PLAN 3 7
MH103 BASEMENT AREA A MECHANICAL PLAN 4 7
MH104 BASEMENT AREA B MECHANICAL PLAN 5 7
M-401 ENLARGED MECHANICAL PLANS 6 7
M-501 MECHANICAL DETAILS 7 7
ELECTRICAL
E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 14
ES101 ELECTRICAL DEMOLITION SITE PLAN 2 14
ES102 ELECTRICAL SITE PLAN 3 14
E-101 GROUND LEVEL AREA A ELECTRICAL PLAN 4 14
E-102 GROUND LEVEL AREA B ELECTRICAL PLAN 5 14
E-103 BASEMENT AREA A ELECTRICAL PLAN 6 14
E-104 BASEMENT AREA B ELECTRICAL PLAN 7 14
E-105 TECHNOLOGY ROUTING PLANS 8 14
E-401 ELECTRICAL ENLARGEMENTS 9 14
E-402 ELECTRICAL ENLARGEMENTS 10 14
E-501 ELECTRICAL DETAILS 11 14
E-502 ELECTRICAL DETAILS AND WAN RISERS 12 14
E-601 SINGLE LINE DIAGRAM AND EQUIPMENT CONDUCTOR SCHEDULE 13 14
E-602 PANEL SCHEDULES 14 14
DRAWING LIST
GENERAL
G-001 COVER 1 4
G-100 GENERAL INFORMATION 2 4
LS101 LIFE SAFETY PLANS 3 4
LS102 LIFE SAFETY ELEVATIONS 4 4
CIVIL
GI002 GENERAL NOTES 1 18
VF101 EXISTING TOPOGRAPHY 2 18
CD101 DEMOLITION PLAN 3 18
CS101 SITE PLAN 4 18
CS110 TEMPORARY PARKING MAP 5 18
CG101 GRADING PLAN 6 18
CG201 STORM SEWER PLAN AND PROFILES 7 18
CG202 STORM SEWER PLAN AND PROFILES 8 18
CG203 STORM SEWER PLAN AND PROFILES 9 18
CU101 UTILITY PLAN 10 18
CU201 SANITARY SEWER PLAN AND PROFILES 11 18
CE101 EROSION CONTROL PLAN 12 18
CE102 TEMPORARY ARKING EROSION CONTROL PLAN 13 18
CG001 STORMWATER POLLUTION PREVENTION PLAN 14 18
CE501 EROSION CONTROL DETAILS 15 18
CS501 SITE DETAILS 16 18
CS502 SITE DETAILS 17 18
CS503 SITE DETAILS 18 18
LANDSCAPE
LP101 PLANTING PLAN 1 4
LP102 MEMORIAL TREE RELOCATION PLAN 2 4
LP501 PLANTING DETAILS 3 4
IR101 IRRIGATION STRATEGY PLAN 4 4
STRUCTURAL
S001 ABBREVIATIONS AND SYMBOLS 1 36
S002 GENERAL NOTES 2 36
S003 GENERAL NOTES 3 36
S004 SPECIAL INSPECTION REQUIREMENTS 4 36
S005 LOAD MAPS 5 36
S006 LOAD MAPS 6 36
S007 AXONOMETRICS 7 36
S008 AXONOMETRICS 8 36
S101A FOUNDATION PLAN- AREA A 9 36
S101A.SOG 1ST FLOOR FRAMING PLAN- AREA B 10 36
S101B FOUNDATION PLAN- AREA B 11 36
S101B.SOG SLAB ON GRADE PLAN- AREA B 12 36
S102A 1ST FLOOR FRAMING PLAN- AREA A 13 36
S102A.R 1ST FLOOR REINFORCING PLAN AREA A 14 36
S102B 1ST FLOOR FRAMING PLAN- AREA B 15 36
S102B.R 1ST FLOOR REINFORCING PLAN AREA B 16 36
S103A ROOF FRAMING PLAN- AREA A 17 36
S103B ROOF FRAMING PLAN-AREA B 18 36
S201 WALL PLAN 19 36
S211 BUILDING SECTIONS 20 36
S212 BUILDING SECTIONS 21 36
S301 FOUNDATIONS SCHEDULES, SECTIONS, AND DETAILS 22 36
S302 FOUNDATION SECTIONS AND DETAILS 23 36
S311 CONCRETE COLUMN SCHEDULES, SECTIONS, AND DETAILS 24 36
S321 CONCRETE WALL SECTIONS AND DETAILS 25 36
S322 CONCRETE WALL SECTIONS AND DETAILS 26 36
S323 CONCRETE WALL SECTIONS AND DETAILS 27 36
S324 CONCRETE WALL SECTIONS AND DETAILS 28 36
S325 CONCRETE WALL SECTIONS AND DETAILS 29 36
S331 POST-TENSIONED CONCRETE BEAM SCHEDULE 30 36
S332 MILD REINFORECED BEAM SCHEDULE 31 36
S341 TYPICAL CONCRETE FRAMING DETAILS 32 36
S342 TYPICAL CONCRETE FRAMING DETAILS 33 36
S343 TYPICAL CONCRETE FRAMING DETAILS 34 36
S401 CMU SCHEDULES, SECTIONS, AND DETAILS 35 36
S511 ROOF FRAMING DETAILS 36 36
PROJECT:
PROJECT
LOCATION
24514
LICENSED
ARCHITECT
DocuSign Envelope ID: 18C7CDD7-AE55-432E-94A9-C15EEF7C0A15
5/29/2020
WALL SECTION
SYMBOL
INTERIOR ELEVATION
SYMBOL
COLUMN GRID
ELEVATION SYMBOL
REVISION NOTE
ENLARGED DETAIL CALLOUT
ROOM DESIGNATION
SYMBOL
BREAK LINE
TYPICAL GRAPHIC SCALE
DETAIL #
PAGE #
DETAIL #
PAGE #
PROJECT NORTH ARROW
A8.1
EXTERIOR ELEVATION
SYMBOL
DETAIL #
PAGE #
A8.1
A8.1
A8.1
BUILDING SECTION
SYMBOL
DETAIL #
PAGE #
A8.1
A8.1
DETAIL SECTION
SYMBOL
DETAIL #
PAGE #
A8.1
WALL GRID
(REPRESENTS
FACE OF EXISTING
WALL)
XX.X
XX.X
ELEVATION
0'-0"
ROOM
NAME
101A
NORTH
PLAN
0 4 8 16
GOVERNING CODES:
NFPA 101, LIFE SAFETY CODE (LSC), 2018 EDITION
NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS
NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS, 2018 EDITION
NFPA 30A, MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES, 2018 EDITION
NFPA 70, NATIONAL ELECTRIC CODE (NEC), 2017 EDITION
NFPA 72, NATIONAL FIRE ALARM CODE, 2019 EDITION
NFPA 80, FIRE DOORS AND OTHER OPENING PROTECTIVES, 2019 EDITION
NFPA 88A, STANDARD FOR PARKING STRUCTURES, 2019 EDITION
NFPA 90A, INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, 2018
NFPA 99, HEALTH CARE FACILITIES CODE, 2018 EDITION
NFPA 220, TYPES OF BUILDING CONSTRUCTION, 2018 EDITION
MINNESOTA BUILDING CODE, 2015 EDITION
MINNESOTA MECHANICAL AND FUEL GAS CODE, 2015 EDITION
MINNESOTA PLUMBING CODE, 2015 EDITION
MINNESOTA ELECTRICAL CODE
INTERNATIONAL MECHANICAL CODE, 2018 EDITION
INTERNATIONAL BUILDING CODE, 2018 EDITION
INTERNATIONAL FIRE CODE, 2018 EDITION
ASHRAE 90.1 - 2016 ENERGY EFFICIENT DESIGN OF NEW LOW-RISE RESIDENTIAL BUILDINGS
ASHRAE STANDARD 170, 2017 - VENTILATION FOR HEALTH CARE FACILITIES
ASME B31.9, BUILDING SERVICES PIPING
ILLUMINATING ENGINEERING SOCIETY (IES) LIGHTING HANDBOOK, 10TH EDITION
ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS), 2006 EDITION
VA DESIGN MANUALS:
VA PARKING DESIGN MANUAL & DEMAND MODEL, APRIL 2013
VA BARRIER FREE DESIGN GUIDE (SUPPLEMENT TO ABAAS), JANUARY 2017
FIRE PROTECTION DESIGN MANUAL, 2015 EDITION
ARCHITECTURAL DESIGN MANUAL, AUGUST 2014
STRUCTURAL DESIGN MANUAL FOR PARKING STRUCTURES, OCTOBER 2013
SITE DEVELOPMENT DESIGN MANUAL, FEBRUARY 2013
ELECTRICAL DESIGN MANUAL, DECEMBER 2015
INFORMATION AND TECHNOLOGY DESIGN GUIDE, FEBRUARY 2016
TELECOMMUNICATIONS DESIGN MANUAL, FEBRURARY 2016
HVAC DESIGN MANUAL, MAY 2019
PLUMBING DESIGN MANUAL, NOVEMBER 2014
PHYSICAL SECURITY DESIGN MANUAL, JANUARY 2015
VA SIGNAGE DESIGN MANUAL
BUILDING CODE SUMMARY:
OCCUPANCY TYPE: STORAGE - ORDINARY HAZARD (NFPA 101)
OPEN PARKING STRUCTURE (NFPA 88A)
CONSTRUCTION TYPE: II (0,0,0) NONCOMBUSTIBLE
NFPA 88A: 5.1.2 Open parking structures shall be of type I or Type II construction.
ALLOWABLE AREA:
NFPA 88A: 5.1.4 Open parking structures of Type II (000) shall be permitted to be of unlimited area where height does not exceed 75ft, and the horizontal distance from any point on any parking level to an exterior wall opening on a street, an alley, a courtyard, or other similar open space does not exceed 200 ft.
AUTOMATIC SPRINKLER SYSTEM: NOT SPRINKLERED
NFPA 88A: 6.4.4 Automatic sprinkler systems shall not be required in open parking structures.
FIRE ALARM SYSTEM:
NFPA 88A: 6.6.3 Fire alarm systems shall not be required in open parking structures.
TRAVEL DISTANCE:
NFPA 101 TABLE 42.2.6 - MAXIMUM TRAVEL DISTANCE TO AN EXIT = 200 FT
NATURAL VENTILATION REQUIREMENTS FOR OPEN PARKING STRUCTURES PER NFPA 88A SECTION 5.5:
NFPA 88A 5.5.1 THE EXTERIOR SIDES OF THE STRUCTURE SHALL HAVE UNIFORMLY DISTRIBUTED OPENINGS ON TWO OR MORE SIDES.
NFPA 88A 5.5.2 THE AREA OF SUCH OPENINGS IN EXTERIOR WALLS ON A LEVEL SHALL NOT BE LESS THAN 20 % OF THE TOTAL PERIMETER WALL AREA OF EACH
LEVEL.
NFPA 88A 5.5.3 THE AGGREGATE LENGTH OF THE OPENINGS CONSIDERED TO BE PROVIDING NATURAL VENTILATION SHALL NOT BE LESS THAN 40 PERCENT OF THE
PERIMETER OF THE LEVEL.
NFPA 88A 5.5.4 WHERE THE REQUIRED OPENINGS ARE UNIFORMLY DISTRIBUTED OVER TWO OPPOSING SIDES OF THE BUILDING. 5.5.3 SHALL NOT APPLY.
NATURAL VENTILATION CALCULATIONS:
TOTAL AREA OF BASEMENT PERIMETER WALL:
11,660 SF
TOTAL AREA OF VENTILATION OPENINGS IN BASEMENT WALL:
1,895 SF ON SOUTH SIDE
1,770 SF ON NORTH SIDE
3,665 SF TOTAL = 31%
DESIGN MEETS REQUIREMENT OF 5.5.2
TOTAL LENGTH OF PERIMETER WALL: 972'
TOTAL AGGREGATE LENGTH OF VENTILATION OPENINGS:
NORTH WALL: 192'
SOUTH WALL: 210'
TOTAL LENGTH OF OPENINGS: 402' = 41.4%
DESIGN MEETS REQUIREMENT OF 5.5.3
FIRE RESISTANCE RATING OF ELEMENTS:
CONSTRUCTION TYPE II (0,0,0)
STRUCTURAL COLUMNS/BEAMS: 0
BEARING WALLS: 0
NON-BEARING WALLS: 0
FLOOR ASSEMBLY: 0
ROOF ASSEMBLY: 0
FIRE RESISTANCE RATED SEPARATIONS:
STAIRS: NO RATED ENCLOSURE IS REQUIRED
NFPA 88A: 4.1.5 Open stairs shall be permitted in open parking structures.
ELEVATOR: NO RATED ENCLOSURE IS REQUIRED
NFPA 88A: 5.4.8 Unprotected vertical openings through floors in open parking structures shall be permitted.
MEANS OF EGRESS:
NFPA 88A: 4.1.2 Means of Egress to comply with NFPA 101 NFPA 88A: 4.1.4 For parking structures extending only one floor level below the level of exit discharge, a vehicle ramp leading directly to the outside shall be permitted to serve in lieu of the second means of egress, provided that no door or shutter is installed.
NFPA 101: 42.8.2.4.1: Not less than two means of egress shall be provided from every floor or section of every parking structure.
GROUND FLOOR
114 STANDARD SPACES
15 ACCESSIBLE SPACES
TOTAL SPACES MAIN LEVEL = 129
BASEMENT
111 STANDARD SPACES
14 ACCESSIBLE SPACES
TOTAL SPACES LOWER LEVEL = 125
TOTAL SPACES = 254
1151 Kildaire Farm Rd.
Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420
320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
Revisions: Date
VA FORM 08-6231
CONSULTANTS:
SHEET NOTES:
ACG Project Number
© COPYRIGHT Apogee- CEMS JV, LLC
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: NURSE EXECUTIVE DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BYBUILDING No
LOCATION
DATE:
DATE: DRAWING NO.
DRAWN
DWG. OF
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
PROJECT:
/2
/2
:0
:1
A M
G-100
GENERAL INFORMATION
2 4
RC MK
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTHCARE SYSTEM
ST. CLOUD, MINNESOTA
05/27/2020
BID DOCUMENTS
656-344
18-063
N/A
GENERAL SYMBOL LEGEND
SEE SHEET LS101 FOR LIFE SAFETY PLANS. A.
PARKING COUNT SUMMARY
24514
LICENSED
ARCHITECT
DocuSign Envelope ID: 144E4883-9CEF-48A0-9193-D293A51D342C
DN
UP
EGRESS PATH
FIRE EXTINGUISHER ON BRACKET
FIRE EXTINGUISHER CABINET
CONTROLLED ACCESS - ALWAYS
UNLOCKED IN DIRECTION OF EGRESS
CA
FE
FEC
STAIR # 1
19'-0" 2'-0" 25'-4" 25'-4" 25'-4" 23'-4" 23'-4" 23'-4" 3'-0" 20'-4" 23'-4" 23'-4" 23'-4" 23'-4" 23'-4" 19'-5" 8'-7" 18'-0" 10"
1 2 3 3.9 4 5 6 7 8 9 9.1 10 11 12 13 14 15 16 16.3
AA
A.8
B.5B.5
CC
C.7C.7
D.5D.5
EE
FF
0.5A
190 FT
160 FT
160 FT
200 FT
ELEV/LOBBY
PG-G01
FEC
FEC
FEC
FEC
FEC
DN
STAIR #2
PG-G03
354'-6"
"2
OPENING IN WALL
FOR PEDESTRIAN
EXIT PATH TO
PUBLIC WAY
EXIT DOOR AT
INTERMEDIATE
LANDING
STAIR #2
IT/SEC
PG-B09
PG-B05
HSKPG/
STORAGE
ELEC
PG-B10
PG-B02
STORAGE
UP
ELEV/
LOBBY
PG-B01
PG-B07
PUMP ROOM
10" 19'-0" 2'-0" 25'-4" 3'-8" 21'-8" 25'-4" 23'-4" 23'-4" 23'-4" 3'-0" 20'-4" 23'-4" 23'-4" 23'-4" 23'-4" 23'-4" 19'-5" 8'-7" 18'-0" 10"
PG-B04
ELEV/ EQUIP
PG-B03
FUTURE
TUNNEL
1 2 3 3.9 4 6 7 8 9 9.1
10 11 12 13 14 15 16 16.3
AA
A.8A.8
A.7
B.5B.5
CC
C.7C.7
D.5D.5
EE
FF
0.5A0.5A
160 FT
190 FT
180 FT
170 FT
FUTURE
TUNNEL
CONNECTION
STAIR # 1
FE
FEC
FEC FEC
FEC
FEC
UP
CA
10" 6"
44'-0" 3'-2"
EXIT DOOR AT
INTERMEDIATE
LANDING
355'-4"
310'-8"
AREA WELL
GROUND FLOOR
114 STANDARD SPACES
15 ACCESSIBLE SPACES
TOTAL SPACES MAIN LEVEL = 129
BASEMENT
111 STANDARD SPACES
14 ACCESSIBLE SPACES
TOTAL SPACES LOWER LEVEL = 125
TOTAL SPACES = 254
1151 Kildaire Farm Rd.
Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420
320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
Revisions: Date
VA FORM 08-6231
CONSULTANTS:
SHEET NOTES:
ACG Project Number
© COPYRIGHT Apogee- CEMS JV, LLC
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: NURSE EXECUTIVE DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BYBUILDING No
LOCATION
DATE:
DATE: DRAWING NO.
DRAWN
DWG. OF
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
PROJECT:
/2
/2
:1
:3
A M
LS101
LIFE SAFETY PLANS
3 4
RC MK
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTHCARE SYSTEM
ST. CLOUD, MINNESOTA
05/27/2020
BID DOCUMENTS
656-344
18-063
N/A
0 2010 40
NORTH
PLAN
LIFE SAFETY LEGEND
Scale: 1" = 20'-0"
GROUND FLOOR- LIFE SAFETY PLAN
Scale: 1" = 20'-0"
BASEMENT FLOOR- LIFE SAFETY PLAN 0 2010 40
NORTH
PLAN
SEE SHEET G-100 FOR LIST OF GOVERNING
CODES AND BUILDING CODE SUMMARY.
PROJECT:
PARKING COUNT SUMMARY
A.
DN
24514
LICENSED
ARCHITECT
1233.94567899.11011121314151616.3
119 SF119 SF119 SF119 SF118 SF 102 SF 119 SF 119 SF
OPENINGS FOR NATURAL VENTILATION
1052.00
21'-8"
21'-6" 21'-8" 21'-8" 21'-8" 18'-8" 21'-8"
119 SF
21'-8" 21'-8"
50 SF50 SF50 SF42 SF50 SF50 SF50 SF50 SF50 SF
1 2 3 3.9 4 5 6 7 8 9 9.1 10 11 12 13 14 15 16 16.3
190 SF190 SF190 SF210 SF 165 SF 190 SF 190 SF 190 SF
380 SF
OPEN AREA FOR NATURAL VENTILATION, TYP
1052.00
23'-8" 21'-8" 21'-8" 21'-8" 18'-8" 21'-8" 21'-8" 21'-8"
STAIR # 1
PG-G02
ELEV/LOBBY
PG-G01
AREA WELL BAR GRATE COVER: 8' X 208' = 1,664 SF
BAR GRATE TYPE 2: 83% OPEN AREA = 1,380 SF OPEN AREA
A-101
IT/SEC
PG-B09
ELEC
PG-B10
PG-B02
STORAGE
UP
PG-B01
ELEV/
LOBBY
ELEV/
EQUIP
PG-B04
B09 B10
FUTURE
TUNNEL
PG-B03
FD FDFDFDFD
21'-8" 21'-8" 21'-8" 18'-8" 21'-8" 21'-8" 21'-8" 21'-8" 21'-6"
CUMULATIVE OPENINGS IN NORTH WALL:
193'-2" (TOTAL LENGTH OF OPENINGS) X 5'-6" = 1062 SF
193'-2" X 2'-10" (HEIGHT OF VERTICAL BAR GRATE) = 547 SF X .85 = 465 SF.
1'-4"
1151 Kildaire Farm Rd.
Suite 120 Raleigh, NC 27511 www.acg-pa.com (919)858-7420
320-C Midland Pkwy Summerville, SC 29485 www.cemsengineering.com (843)875-3637Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
Revisions: Date
VA FORM 08-6231
CONSULTANTS:
SHEET NOTES:
ACG Project Number
© COPYRIGHT Apogee- CEMS JV, LLC
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: NURSE EXECUTIVE DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BYBUILDING No
LOCATION
DATE:
DATE: DRAWING NO.
DRAWN
DWG. OF
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
PROJECT:
/2
/2
:4
:2
A M
LS102
LIFE SAFETY ELEVATIONS
4 4
RC MK
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTHCARE SYSTEM
ST. CLOUD, MINNESOTA
05/27/2020
BID DOCUMENTS
656-344
18-063
N/A
Scale: 1/16" = 1'-0"
OPEN PARKING STRUCTURE CALCULATIONS - NORTH ELEVATION
Scale: 1/16" = 1'-0"
OPEN PARKING STRUCTURE CALCULATIONS - SOUTH ELEVATION
NATURAL VENTILATION REQUIREMENTS FOR OPEN
PARKING STRUCTURES PER NFPA 88A SECTION 5.5:
5.5.1 THE EXTERIOR SIDES OF THE STRUCTURE SHALL
HAVE UNIFORMLY DISTRIBUTED OPENINGS ON TWO
OR MORE SIDES.
5.5.2 THE AREA OF SUCH OPENINGS IN EXTERIOR
WALLS ON A LEVEL SHALL NOT BE LESS THAN 20 % OF
THE TOTAL PERIMETER WALL AREA OF EACH LEVEL.
5.5.3 THE AGGREGATE LENGTH OF THE OPENINGS
CONSIDERED TO BE PROVIDING NATURAL
VENTILATION SHALL NOT BE LESS THAN 40 PERCENT
OF THE PERIMETER OF THE LEVEL.
5.5.4 WHERE THE REQUIRED OPENINGS ARE
UNIFORMLY DISTRIBUTED OVER TWO OPPOSING
SIDES OF THE BUILDING. 5.5.3 SHALL NOT APPLY.
NATURAL VENTILATION CALCULATIONS:
TOTAL AREA OF BASEMENT PERIMETER WALL:
11,660 SF
TOTAL AREA OF VENTILATION OPENINGS IN
BASEMENT WALL:
1,895 SF ON SOUTH SIDE
1,770 SF ON NORTH SIDE
3,665 SF TOTAL = 31%
DESIGN MEETS REQUIREMENT OF 5.5.2
TOTAL LENGTH OF PERIMETER WALL:
972'
TOTAL AGGREGATE LENGTH OF VENTILATION
OPENINGS:
NORTH WALL: 192'
SOUTH WALL: 210'
TOTAL LENGTH OF OPENINGS: 402' = 41.4%
DESIGN MEETS REQUIREMENT OF 5.5.3
Scale: 1/16" = 1'-0"
GROUND FLOOR - AREA WELL
Scale: 1/16" = 1'-0"
BASEMENT PLAN - AREA WELL
24514
LICENSED
ARCHITECT
Revisions: Date
CONSULTANTS:
DJK NRS
05/27/2020
BID DOCUMENTS
FULLY SPRINKLERED
656-344
18-063
ACG Project Number
N/A
# © COPYRIGHT Apogee- CEMS JV, LLC
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: DIRECTOR FMS DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BY
BUILDING No
LOCATION
DATE:
DATE:
DRAWING NO.
DRAWN
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
PROJECT:
1151 Kildaire Farm
Rd.
Suite 120
Raleigh, NC 27511 www.acg-pa.com
(919)858-7420
320-C Midland Pkwy
Summerville, SC 29485 www.cemsengineering.com
(843)875-3637
Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTH CARESYSTEM
ST. CLOUD, MINNESOTA
DWG. OF 18
EXISTING LEGEND
BOLLARD
LIGHT
GAS
WATER
SANITARY SEWER
FIBER OPTIC
ELECTRIC
ELECTRIC METER
GAS METER
SIGN
CONCRETE CURBING
CURB INLET
HANDICAP PARKING
STORM SEWER
DECIDUOUS TREE
BUSH LINE
SANITARY MH
F.E.S.
HAND HOLE
WATER MH
SIGN
MAJOR CONTOUR INTERVAL
MINOR CONTOUR INTERVAL
ELECTRIC HANDHOLE
CONTROL POINT
WATER VALVE
SOIL BORING
CONIFEROUS TREE
FENCE
Initial site control established by MnDOT GNSS CORS Network on
11/08/2018.
Benchmarks:
NGS Cast Iron Monument - APOLLO
Located at the Southwest quadrant of 12th St. North and Highway 15.
BM Elevation.=1038.46.
Datums:
Horizontal: Stearns County Coordinate System, NAD83 (2011 Adj), Lambert Conformal Conic, Minnesota. 5th Principal
Meridian, Ground distances, U.S. Survey Foot.
Vertical: NAVD88
Geoid: Geoid12a
BENCHMARK
GENERAL NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS DURING
CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND
UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED.
THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
ANY AND ALL CONSTRUCTION.
GENERAL NOTES
DEMOLITION NOTES
SITE NOTES
GRADING NOTES
UTILITY NOTES
EXISTING TOPOGRAPHY NOTES
GENERAL NOTES
GI002
AutoCAD SHX Text No.
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 11200301
AutoCAD SHX Text
EM
AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text H
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text
1. ALL WORK TO CONFORM TO FEDERAL, STATE, LOCAL AND ST. CLOUD VA HEALTHCARE SYSTEM REGULATIONS. ALL WORK TO CONFORM TO FEDERAL, STATE, LOCAL AND ST. CLOUD VA HEALTHCARE SYSTEM REGULATIONS. 2. CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBRIS AND CONSTRUCTION CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBRIS AND CONSTRUCTION TRAFFIC AT ALL TIMES. 3. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE BASE SURVEY CONTROL POINTS DURING DEMOLITION THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE BASE SURVEY CONTROL POINTS DURING DEMOLITION AND CONSTRUCTION. 4. ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANY ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANY VARIATION EXISTS. 5. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION AND MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION AND CONSTRUCTION OPERATIONS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY.
AutoCAD SHX Text
1. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 2. PROTECT TREES TO REMAIN DURING CONSTRUCTION. PROTECT TREES TO REMAIN DURING CONSTRUCTION. 3. PLANT MATERIALS TO REMAIN, TO BE PROTECTED BY TREE FENCE WHICH ENCOMPASSES IT'S DRIP LINE. NO PLANT MATERIALS TO REMAIN, TO BE PROTECTED BY TREE FENCE WHICH ENCOMPASSES IT'S DRIP LINE. NO CONSTRUCTION EQUIPMENT, MATERIALS OR DEBRIS SHALL BE LOCATED WITHIN TREE PROTECTION BOUNDARIES. NO DEMOLITION CAN OCCUR UNTIL TREE PROTECTION IS APPROVED BY THE OWNER. 4. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, FENCES, CONCRETE, ASPHALT THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, FENCES, CONCRETE, ASPHALT PAVEMENT AND OTHER MISCELLANEOUS APPURTENANCES OFF SITE, UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. 5. DEMOLISH FOUNDATIONS AND OTHER BELOW-GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS, TO A DEPTH DEMOLISH FOUNDATIONS AND OTHER BELOW-GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS, TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL. 6. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION OF STRUCTURES, WITH COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION OF STRUCTURES, WITH COMPACTED GRANULAR BACKFILL. 7. THE USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. THE USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. 8. CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, WALKS CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, WALKS AND OTHER ADJACENT OCCUPIED FACILITIES. 9. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES. 10. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT OPERATIONS ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION AND CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT STRUCTURES AND OTHER FACILITIES AND INJURY TO PERSONS. 11. PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION AND CONSTRUCTION OPERATIONS. PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOLITION AND CONSTRUCTION OPERATIONS. 12. ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT. ALL UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT. 13. NO ON-SITE BURNING IS PERMITTED. NO ON-SITE BURNING IS PERMITTED. 14. CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TIMES. CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TIMES. 15. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. 16. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING DEMOLITION.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING DEMOLITION.
AutoCAD SHX Text
1. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). ADA ACCESSIBLE PARKING STRIPES SHALL BE 4" ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). ADA ACCESSIBLE PARKING STRIPES SHALL BE 4" PAINTED (BLUE). 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 3. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES, ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES, UNLESS OTHERWISE NOTED. 5. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 6. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 7. EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 8. THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 9. CONCRETE SAW CUTTING SHALL BE DONE AS SOON AS POURED CONCRETE HAS CURED AND CAN SUPPORT CONCRETE SAW CUTTING SHALL BE DONE AS SOON AS POURED CONCRETE HAS CURED AND CAN SUPPORT WEIGHT. PROVIDE A NEAT CUT WHICH IS TRUE IN ALIGNMENT. 10. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB. ALL JOINTS ARE TO CONTINUE THROUGH THE CURB. 11. RADIAL JOINTS SHALL BE NO SHORTER THAN 1.5'. RADIAL JOINTS SHALL BE NO SHORTER THAN 1.5'. 12. CONTRACTOR SHALL USE A THICKENED EXPANSION JOINT AROUND THE PERIMETER OF ANY BLOCK OUT IN THE CONTRACTOR SHALL USE A THICKENED EXPANSION JOINT AROUND THE PERIMETER OF ANY BLOCK OUT IN THE CONCRETE PAVING. 13. ALL CONSTRUCTION JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH ALL CONSTRUCTION JOINTS SHALL BE SAWN, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED WITH THE APPROPRIATE SEALANT ACCORDING TO MANUFACTURER'S DIRECTIONS. 14. ALL MATERIALS TO BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATION STANDARD ALL MATERIALS TO BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 15. ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. MAXIMUM CROSS SLOPE OF 1:50 AND MAXIMUM ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. MAXIMUM CROSS SLOPE OF 1:50 AND MAXIMUM LONGITUDINAL SLOPE OF 1:20. 16. CHAMFER ALL ENDS OF CURBS.CHAMFER ALL ENDS OF CURBS.
AutoCAD SHX Text
1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, IRRIGATION SYSTEM, UTILITY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE AT HIS/HER OWN COST. 4. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATIC TIRE AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATIC TIRE DUMP TRUCK MINIMUM GROSS VEHICLE WEIGHT OF 15 TONS. THE TIRES SHALL BE OPERATED AT INFLATION PRESSURES BETWEEN 70-80 PSI UNLESS OTHERWISE NOTED BY THE GEOTECHINICAL ENGINEER. THE TIRES SHALL BE INFLATED WITH AIR ONLY, NO LIQUID SHALL BE USED. THE PROOFROLL SHALL BE COMPLETED UNDER INSPECTION OF SOILS FIRM TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 5. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 6. ALL PROPOSED SPOT ELEVATIONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. ALL PROPOSED SPOT ELEVATIONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 8. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 9. CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES ENCOUNTERED DURING CONSTRUCTION CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES ENCOUNTERED DURING CONSTRUCTION AND PROVIDE POSITIVE OUTLET TO DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER WITH ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 10. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 11. CONTRACTOR TO STABILIZE EXPOSED EARTH AS INDICATED BY THE STORMWATER POLLUTION PREVENTION PLAN CONTRACTOR TO STABILIZE EXPOSED EARTH AS INDICATED BY THE STORMWATER POLLUTION PREVENTION PLAN OR GOVERNING AUTHORITY. 12. CONTRACTOR TO SCHEDULE 3rd PARTY TESTING FOR INFILTRATION RATE OF PROPOSED INFILTRATION BASIN AND CONTRACTOR TO SCHEDULE 3rd PARTY TESTING FOR INFILTRATION RATE OF PROPOSED INFILTRATION BASIN AND PROVIDE RESULTS TO ENGINEER FOR REVIEW PRIOR TO FINAL GRADING OPERATIONS.
AutoCAD SHX Text
1. SITE UTILITIES SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SITE UTILITIES SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, IRRIGATION SYSTEM, UTILITY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE. 4. ALL UTILITY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTILITY AGENCY ALL UTILITY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTILITY AGENCY HAVING JURISDICTION. 5. TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF THE TOP OF THE TRENCH IS WITHIN 5 FEET OF PAVEMENT. 6. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE REQUIRED MINIMUM DEPTHS OF COVER. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL BENDS WITH THRUST BLOCKS REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. 7. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAINS, THE CONTRACTOR SHALL EITHER IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAINS, THE CONTRACTOR SHALL EITHER ADJUST THE WATER LINE DOWNWARD IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED OR THE CONTRACTOR SHALL PROVIDE APPROPRIATE BENDS AND CROSSINGS. 8. ALL COORDINATES AND DIMENSIONS ARE TO THE CENTERLINE OF UTILITIES AND STRUCTURES. ALL COORDINATES AND DIMENSIONS ARE TO THE CENTERLINE OF UTILITIES AND STRUCTURES. 9. ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN CONFORMANCE WITH THE CITY OF ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN CONFORMANCE WITH THE CITY OF ST. CLOUD AND ST. CLOUD VA HEALTHCARE SYSTEM STORMWATER SPECIFICATIONS, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE STORMWATER SPECIFICATIONS SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE STORMWATER SPECIFICATIONS.
AutoCAD SHX Text
1. EXISTING TOPOGRAPHY IS PROVIDED BY:EVS, INC., PROJECT: 2018-262.2 DATED: 11.13.2018EXISTING TOPOGRAPHY IS PROVIDED BY:EVS, INC., PROJECT: 2018-262.2 DATED: 11.13.2018
A
S
H
P
I N
E
P
IN
E 12"
P
I
PINE 12"
S
P
R
U
C
P
I
P
I
P I N
E
W
H
E
L
M
E
B A
S S
W O
O D
" 16
B A
S S
W O
O D
L
O
C
U
T
MAPLE 12"
MAPLE 16"
M
A
P
Pt#: 1
N: 207560.5760
E: 739744.1910
Elev: 1047.520
CP
WV
E
E
L
O
C
U
E
C r a b
A p p l e
ELM 10"
M
APLE 4
LOCUST 14"
M
A
P
E
E
L
O
C
U
L
O
C
U
L
O
C
U
MAPLE 36"
M
A
P
S
P
R
U
S P
R U
C E
SPR
U
C E 4
S
P
R
U
D
E
A
D
S
P
R
U
S
P
R
U
P
I
P
I
P
I
P
I
P
I
P
I
P
I
Pt#: 3
N: 207474.8110
E: 740303.1750
Elev: 1043.347
CP
W
M
A
P
P
I
P
I
P
I
P
I
J U
N
IP
E R
M
A
P
E
MAPLE 18"
E
ELM 14"
MAPLE 22"
G
E
E
E
E
E
E
E
E
E
P
I
E
E L M
E
E
W
H
E
Pt#: 6
N: 207548.6080
E: 740157.8040
Elev: 1045.485
CP
BASKETBALL
HOOP
CB
RIM=1047.21
8" PVC INV=1045.71
CB
RIM=1047.07
10" PVC INV E.=1043.82
8" PVC INV N.=1043.87
6" PVC INV NE=1044.07
CB
RIM=1046.98
10" PVC INV W=1044.18
10" PVC INV SE=1043.13
CB
RIM=1046.27
10" PVC INC NW=1044.07
12" RCP INV S=1044.07
CULVERT 12" CMP
INV=1043.87
CULVERT 8" PVC
INV=1045.11
SMH
RIM=1043.24
12" RCP Inv=1035.74
EXISTING BUILDING
FFE=1043.56
GRILLGRILL
OPEN
GRATE
GARBAGE
PLANTERS
PLANTERS
P
LA
N T
E R
S
SMALL ROCK
MEMORIAL
H O
R S
E S
H O
E P
IT
S
GAS
GAS
G
A S
G
A S
G
A
S
G
A
S
G
A
S
G
A
S
G
AS
G A
S
GAS
G A
S
G A
S
GAS
GAS
GAS
G A
S
G A
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
L I L A C B U S H E S
59.9
59.9
TRUNCATED
DOMES
TRUNCATED
DOMES
CB
RIM=1046.99
6" PVC INV SE=1044.39
CB
RIM=1046.71
8" PVC INV S.=1044.11
8" PVC INV NE=1044.21
CB
RIM=1047.27
8" PVC INV SW.=1044.67
E
M
A
P
S
P
R
U
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
E
E L M
E
E
P
I
E
E
E
E
P
I
E
I
N
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
P
I
P
I
P
I
S
P
R
U
P
I
S
P
R
U
P
I
P
I
M
A
P
E
E
E
E
M
A
P
E
E
E
P
I
E
E
P
I
P
IN
E
PIN
E 3
0"
P
I
SAND VOLLEYBALL
COURT
I
B
U
SMH
RIM=1042.23
18" RCP Inv=1033.83
SMH
RIM=1040.65
18" RCP Inv=1033.05
S
S
S
S
S
E
E
E
E
E
E
E
E
E
APPROX LOCATION PER VA AS-BUILTS
BASKETBALL
COURT
L I L A C
B U S H E S
4"PVC
S
E
E
E x x x x x x x x x x x x x x x x x x x
GAS
G
AS
GAS
G
AS
G
AS
G
A
S
G
A
S
G R A VE L S U R F A C E
SMH
RIM=1042.86
E. W. 12" RCP=1034.76
NW. 4" PVC=1040.16
H
A
C
K
B
E
R
R
Y
M
A
P
B
U
C
K
T
H
O
R
N
H
O
N
C
K
L
E
E
W
L
N
U
T
S
P
R
U
A
M
A
P
H
A
C
K
B
E
R
S
P
R
U
S
P
R
U
S
P
R
U
T
W
I
N
L
N
U
T
L
N
U
T
J
U
N
I
P
H
A
C
K
B
E
R
Pt#: 25
N: 207314.3310
E: 740054.5630
Elev: 1043.392
CP 25
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
OHU OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
P
I
S
P
R
U
P
I
P
I
P
I
H
O
C
K
S
H
P
I
P
I
P
I
A
P
I x x x x x x x x x x x x x x x x x x x x x x x x x
Pt#: 28
N: 207375.8460
E: 740348.1480
Elev: 1043.647
CP 28
Pt#: 29
N: 207361.9330
E: 740535.1050
Elev: 1040.324
CP 29
P
I
P
I
P
I
PINE 14"TWIN
P
I
PINE 12"
MAPLE 18"
P
I
A
P
I
P
I
PINE 10"
A
P
I
P
I
PINE 12"
A
P
I
P
I
P
I
PINE 8"
M
A
P
P
I
P
I
P
I
P
I
P
I
M
A
P
P
I
PINE 10"
A
P
I
P
I
P
I
P
I
PINE 10"
Existing force main location per as-builts provided by the VA. The approximate top of forcemain is ±1034.40'.
FO
G
A
S
G
A
S
G
A
S
G
A
S
Revisions: Date
CONSULTANTS:
DJK NRS
05/27/2020
BID DOCUMENTS
FULLY SPRINKLERED
656-344
18-063
ACG Project Number
N/A
# © COPYRIGHT Apogee- CEMS JV, LLC
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: DIRECTOR FMS DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BY
BUILDING No
LOCATION
DATE:
DATE:
DRAWING NO.
DRAWN
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
PROJECT:
1151 Kildaire Farm
Rd.
Suite 120
Raleigh, NC 27511 www.acg-pa.com
(919)858-7420
320-C Midland Pkwy
Summerville, SC 29485 www.cemsengineering.com
(843)875-3637
Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTH CARESYSTEM
ST. CLOUD, MINNESOTA
DWG. OF 18
EXISTING LEGEND
BOLLARD
LIGHT
GAS
WATER
SANITARY SEWER
FIBER OPTIC
ELECTRIC
ELECTRIC METER
GAS METER
SIGN
CONCRETE CURBING
CURB INLET
HANDICAP PARKING
STORM SEWER
DECIDUOUS TREE
BUSH LINE
SANITARY MH
F.E.S.
HAND HOLE
WATER MH
SIGN
MAJOR CONTOUR INTERVAL
MINOR CONTOUR INTERVAL
ELECTRIC HANDHOLE
CONTROL POINT
WATER VALVE
SOIL BORING
CONIFEROUS TREE
FENCE
Initial site control established by MnDOT GNSS CORS Network on
11/08/2018.
Benchmarks:
NGS Cast Iron Monument - APOLLO
Located at the Southwest quadrant of 12th St. North and Highway 15.
BM Elevation.=1038.46.
Datums:
Horizontal: Stearns County Coordinate System, NAD83 (2011 Adj), Lambert Conformal Conic, Minnesota. 5th Principal
Meridian, Ground distances, U.S. Survey Foot.
Vertical: NAVD88
Geoid: Geoid12a
BENCHMARK
GENERAL NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS DURING
CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
3. SEE SHEET GI001 GENERAL NOTES FOR MORE
INFORMATION.
CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND
UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED.
THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
ANY AND ALL CONSTRUCTION.
EXISTING TOPOGRAPHY
VF101
AutoCAD SHX Text No.
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 11200301
AutoCAD SHX Text 0'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text
SCALE: 1"=30'
AutoCAD SHX Text
EM
AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text H
AutoCAD SHX Text W
WV
P
I
P
IN
E 12"
P
I
PINE 12"
S
P
R
U
P
I
P
I
P I N
E
W
H
E
E
B A
S S
W O
O D
" 16
B A
S S
W O
O D
L
O
C
U
MAPLE 12"
MAPLE 16"
M
A
P
WV
E
E
L
O
C
U
E
C r a b
A p p l e
ELM 10"
M
APLE 4
LOCUST 14"
M
A
P
E
E
L
O
C
U
L
O
C
U
L
O
C
U
MAPLE 36"
M
A
P
S
P
R
U
S P
R U
C E
SPR
U
C E 4
S
P
R
U
D
E
A
D
S
P
R
U
S
P
R
U
P
I
P
I
P
I
P
I
P
I
P
I
P
I
W
M
A
P
P
I
P
I
P
I
P
I
J U
N
IP
E R
M
A
P
E
MAPLE 18"
E
ELM 14"
MAPLE 22"
G
E
E
E
E
E
E
E
E
E
P
I
E
E L M
E
E
W
H
E
BASKETBALL
HOOP
CB
RIM=1047.21
8" PVC INV=1045.71
CB
RIM=1047.07
10" PVC INV E.=1043.82
8" PVC INV N.=1043.87
6" PVC INV NE=1044.07
CB
RIM=1046.98
10" PVC INV W=1044.18
10" PVC INV SE=1043.13
CB
RIM=1046.27
10" PVC INC NW=1044.07
12" RCP INV S=1044.07
CULVERT 12" CMP
INV=1043.87
CULVERT 8" PVC
INV=1045.11
SMH
RIM=1043.24
12" RCP Inv=1035.74
EXISTING BUILDING
FFE=1043.56
GRILLGRILL
OPEN
GRATE
GARBAGE
PLANTERS
PLANTERS
P
LA
N T
E R
S
SMALL ROCK
MEMORIAL
H O
R S
E S
H O
E P
IT
S
GAS
GAS
G
A S
G
A
S
G
A
S
G
A
S
G
A
S
G
A
S
G
AS
G A
S
GAS
G A
S
G A
S
GAS
GAS
GAS
G A
S
G A
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W W
W
W
W
W
W
W
W
W
W
W
L I L A C B U S H E S
59.9
59.9
TRUNCATED
DOMES
TRUNCATED
DOMES
CB
RIM=1046.99
6" PVC INV SE=1044.39
CB
RIM=1046.71
8" PVC INV S.=1044.11
8" PVC INV NE=1044.21
CB
RIM=1047.27
8" PVC INV SW.=1044.67
E
M
A
P
S
P
R
U
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
P
I
E
E L M
E
E
P
I
E
E
E
E
P
I
E
I
N
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
P
I
P
I
P
I
S
P
R
U
P
I
S
P
R
U
P
I
P
I
M
A
P
E
E
E
E
M
A
P
E
E
E
P
I
E
E
P
I
P
IN
E
PIN
E 3
0"
P
I
SAND VOLLEYBALL
SMH
RIM=1042.23
18" RCP Inv=1033.83
SMH
RIM=1040.65
18" RCP Inv=1033.05
S
S
S
S
S
E
E
E
E
E
E
E
E
E
W
W
W
W
W APPROX LOCATION PER VA AS-BUILTS
BASKETBALL
COURT
L I L A C
B U S H E S
4"PVC
S
E
E
E x x x x x x x x x x x x x x x x x x x
GAS
G
AS
GAS
G
AS
G
AS
G
A
S
G
A
S
G R A VE L S U R F A C E
SMH
RIM=1042.86
E. W. 12" RCP=1034.76
NW. 4" PVC=1040.16
H
A
C
K
B
E
R
M
A
P
B
U
C
K
T
H
O
R
N
H
O
N
C
K
L
E
E
L
N
U
T
S
P
R
U
A
M
A
P
H
A
C
K
B
E
R
S
P
R
U
S
P
R
U
S
P
R
U
T
W
I
N
L
N
U
T
L
N
U
T
J
U
N
I
P
H
A
C
K
B
E
R x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
OHU OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
P
I
S
P
R
U
P
I
P
I
P
I
H
O
C
K
S
H
P
I
P
I
P
I
A
P
I x x x x x x x x x x x x x x x x x x x x x x x x x
P
I
P
I
P
I
PINE 14"TWIN
P
I
PINE 12"
MAPLE 18"
P
I
A
P
I
P
I
PINE 10"
A
P
I
P
I
PINE 12"
A
P
I
P
I
P
I
PINE 8"
M
A
P
P
I
P
I
P
I
P
I
P
I
M
A
P
P
I
PINE 10"
A
P
I
P
I
P
I
P
I
PINE 10"
Existing force main location per as-builts provided by the VA. The approximate top of forcemain is ±1034.40'.
I I I I I I I I I I I I
I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
FO
G
A
S
G
A
S
G
A
S
0' 30' 60'
SCALE: 1"=30'
EXISTING LEGEND
BOLLARD
LIGHT
GAS
WATER
SANITARY SEWER
FIBER OPTIC
ELECTRIC
ELECTRIC METER
GAS METER
SIGN
CONCRETE CURBING
CURB INLET
HANDICAP PARKING
W
STORM SEWER
DECIDUOUS TREE
BUSH LINE
SANITARY MH
F.E.S.
HAND HOLE
WATER MH
SIGN
MAJOR CONTOUR INTERVAL
MINOR CONTOUR INTERVAL
ELECTRIC HANDHOLE
CONTROL POINT
WATER VALVE
SOIL BORING
CONIFEROUS TREE
FENCE
Initial site control established by MnDOT GNSS CORS Network on
11/08/2018.
Benchmarks:
NGS Cast Iron Monument - APOLLO
Located at the Southwest quadrant of 12th St. North and Highway 15.
BM Elevation.=1038.46.
Datums:
Horizontal: Stearns County Coordinate System, NAD83 (2011 Adj), Lambert Conformal Conic, Minnesota. 5th Principal
Meridian, Ground distances, U.S. Survey Foot.
Vertical: NAVD88
Geoid: Geoid12a
BENCHMARK
Revisions: Date
CONSULTANTS:
DJK NRS
05/27/2020
BID DOCUMENTS
FULLY SPRINKLERED
656-344
18-063
ACG Project Number
N/A
# © COPYRIGHT Apogee- CEMS JV, LLC
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: DIRECTOR FMS DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BY
BUILDING No
LOCATION
DATE:
DATE:
DRAWING NO.
DRAWN
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
PROJECT:
1151 Kildaire Farm
Rd.
Suite 120
Raleigh, NC 27511 www.acg-pa.com
(919)858-7420
320-C Midland Pkwy
Summerville, SC 29485 www.cemsengineering.com
(843)875-3637
Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTH CARESYSTEM
ST. CLOUD, MINNESOTA
DWG. OF 18
CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND
UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED.
THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
ANY AND ALL CONSTRUCTION.
GENERAL NOTES:
1. CONTRACTOR SHALL PROTECT AND NOT DESTROY
THE PROPERTY CORNER MONUMENTS DURING
CONSTRUCTION.
2. CONTRACTOR TO VERIFY LOCATION, SIZE AND
DEPTH OF EXISTING UTILITIES PRIOR TO
COMMENCING ANY CONSTRUCTION. CONTACT
ENGINEER IF VARIATION EXISTS.
3. SEE SHEET GI001 GENERAL NOTES FOR MORE
INFORMATION.
DEMOLITION KEYNOTES
1. EXISTING ASPHALT PAVEMENT AND BASE MATERIAL
TO BE REMOVED (SAWCUT FOR CLEAN EDGE).
2. EXISTING CONCRETE CURB TO BE REMOVED.
3. EXISTING BUILDING AND ALL ASSOCIATED FOOTINGS
TO BE REMOVED.
4. REMOVE EXISTING CONCRETE BASE, CONCRETE
PADS AND OTHER MISCELLANEOUS CONCRETE
MATERIAL (SAWCUT FOR CLEAN EDGE)
5. EXISTING BUSHES, INCLUDING ROOT SYSTEM, TO BE
REMOVED.
6. EXISTING SIGN AND BASE TO BE REMOVED.
7. EXISTING MISCELLANEOUS SITE ITEMS TO BE
REMOVED (PLANTERS, GRILL, GARBAGE CAN,
BASKETBALL HOOP, ROCK MEMORIAL ETC.) AND
RETURNED TO OWNER IF NECESSARY.
8. EXISTING LIGHT POLE AND BASE TO BE REMOVED.
9. EXISTING POST TO BE REMOVED.
10. EXISTING ELECTRIC HANDHOLE TO BE REMOVED.
11. EXISTING GAS METER TO BE REMOVED.
12. EXISTING GAS LINE TO BE REMOVED. CONTRACTOR
TO HIRE LOCAL UTILITY PROVIDER.
13. EXISTING UNDERGROUND ELECTRIC LINE TO BE
REMOVED.
14. EXISTING FIBER OPTIC LINES TO BE REMOVED.
15. EXISTING WATER LINE TO BE REMOVED.
16. EXISTING SANITARY SEWER TO BE REMOVED.
17. EXISTING SANITARY SEWER MANHOLE TO BE
REMOVED.
18. EXISTING STORM SEWER TO BE REMOVED.
19. EXISTING STORM SEWER STRUCTURE TO BE
REMOVED.
20. EXISTING WATER MANHOLE TO BE REMOVED.
21. EXISTING SIGN TO BE REMOVED AND RELOCATED.
22. EXISTING TREE AND DEDICATION SIGN TO BE
RELOCATED. REFER TO LANDSCAPING PLANS FOR
RELOCATION.
23. EXISTING HORSE SHOE PITS TO BE REMOVED AND
REPLACED.
DEMOLITION LEGEND
EXISTING CONCRETE AND BASE TO
BE REMOVED
PAVEMENT TO BE SAWCUT
EXISTING ASPHALT TO BE REMOVED
I I I I I I I I I I I I I I I
EXISTING CURB TO BE REMOVED
EXISTING BUILDING TO BE REMOVED
EXISTING UTILITY TO BE REMOVED
EXISTING TREES / VEGETATION TO
BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING GRAVEL PATH TO BE
REMOVED
DEMOLITION PLAN
CD101
NOTE: CONTRACTOR TO REMOVE AND CAP ANY IRRIGATION
LINES FOUND DURING DEMOLITION AND CONSTRUCTION.
CAUTION !!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND
UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE
OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED.
THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
ANY AND ALL CONSTRUCTION.
AutoCAD SHX Text
EM
AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text H
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text No.
AutoCAD SHX Text
STATE OF
11200301
43.21'
P I N
E
P
IN
E
P
I
PINE 12"
P
I
W
H
E
B A
S S
W O
O D
" 16
B A
S S
W O
O D
L
O
C
U
MAPLE 12"
MAPLE 16"
M
A
P
WV
E
L
O
C
U
E
M
A
P
MAPLE 18"
MAPLE 22"
H
E
E L M
E
E
P
I
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
P
I
P
I
M
A
P
E
E
E
E
M
A
P
E
P
I
E
E
P
I
P
IN
E
PIN
E 30"
P
I
S
S
S
S x x x x x x x x x x x x x x x x x x x
H
A
C
K
B
E
R
M
A
P
B
U
C
K
T
H
O
R
N
H
O
N
C
K
L
E
E
L
N
U
T
S
P
R
U
A
M
A
P
H
A
C
K
B
E
R
S
P
R
U
S
P
R
U
S
P
R
U
T
W
I
N
L
N
U
T
L
N
U
T
J
U
N
I
P
H
A
C
K
B
E
R x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
OHU
OHU
OHU
OHU OHU
OHU
OHU
OHU
OHU
OHU
OHU OHU
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
O
H
U
S
P
R
U
S
P
R
U
S
P
R
U
S
P
R
U
P
I
S
P
R
U x x x x x x x x x x x x x x x x x x x x x x x x x
P
I
P
I
P
I
PINE 14"TWIN
P
I
PINE 12"
MAPLE 18"
P
I
A
P
I
P
I
PINE 10"
A
P
I
P
I
PINE 12"
A
P
I
P
I
P
I
PINE 8"
M
A
P
P
I
P
I
P
I
P
I
P
I
M
A
P
P
I
PINE 10"
A
P
I
P
I
P
I
P
I
PINE 10"
Existing force main location per as-builts provided by the VA. The approximate top of forcemain is ±1034.40'.
PROPOSED PARKING GARAGE
(TWO LEVELS)
FFE MAIN: 1052.33
FFE LOWER: 1039.00
PROPOSED DETENTION /
INFILTRATION BASIN
TOP OF BANK: 1043.50
EMERGENCY OVERFLOW: 1042.97
100-YR ELEV: 1042.97
BOTTOM OF POND: 1039.40
6'
'R
R
M
E
R
355.17'
20'
13.34'
R
24'
R
24'
R
186.67'
25.67'
FUTURE PARKING
GARAGE EXPANSION
R
R
'R
210.17'
R
R
20'
20'
8'
6'
7'
15 10
SIDEWALK TO BE INSTALLED
PRIOR TO CONNECTION
SIDEWALK TO BE INSTALLED
PRIOR TO CONNECTION
NOTE: CONTRACTOR TO RESTORE
ALL OFFSITE AREAS TO ORIGINAL
CONDITION FOR OFFSITE UTILITY
CONNECTIONS
FO
G
A
S
G
A
S
G
A
S
R
Revisions: Date
CONSULTANTS:
DJK NRS
05/27/2020
BID DOCUMENTS
FULLY SPRINKLERED
656-344
18-063
ACG Project Number
N/A
# © COPYRIGHT Apogee- CEMS JV, LLC
DRAWING TITLE
APPROVED: CHIEF OF STAFF
APPROVED: HEALTH CARE SYSTEM DIRECTOR
APPROVED: CHIEF OF POLICE
APPROVED: DIRECTOR FMS DATE: APPROVED: SAFETY MANAGER DATE:
APPROVED: GEMS COORDINATOR
APPROVED: PROJECTS SECTION MANAGER
APPROVED: SERVICE LINE DIRECTOR
DATE:
DATE:
DATE: APPROVED: INFECTION CONTROL NURSE
APPROVED: PATIENT SAFETY
DATE:
DATE:
DATE:
CHECKED BY
BUILDING No
LOCATION
DATE:
DATE:
DRAWING NO.
DRAWN
PROJECT TITLE
PLOT SCALE
PROJECT NO.
APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR
DATE
DATE:
PROJECT:
1151 Kildaire Farm
Rd.
Suite 120
Raleigh, NC 27511 www.acg-pa.com
(919)858-7420
320-C Midland Pkwy
Summerville, SC 29485 www.cemsengineering.com
(843)875-3637
Project Mgr: Ken Noel (APOGEE)
Joint Venture An Alliance for Success
9025 River Road, Suite 200 | Indianapolis, Indiana 46240
TEL 317.547.5580 | FAX 317.543.0270
www.structurepoint.com
CONSTRUCT PARKING
STRUCTURE FOR PATIENT
ACCESS
ST. CLOUD VA HEALTH CARESYSTEM
ST. CLOUD, MINNESOTA
DWG. OF 18
EXISTING LEGEND
BOLLARD
LIGHT
GAS
WATER
SANITARY SEWER
FIBER OPTIC
ELECTRIC
ELECTRIC METER
GAS METER
SIGN
CONCRETE CURBING
CURB INLET
HANDICAP PARKING
STORM SEWER
DECIDUOUS TREE
BUSH LINE
SANITARY MH
F.E.S.
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 .