S02. Drawings - SITE LANDSCAPE.pdf
PDF 4 MB Posted
- Attached to
- Expand Primary Care for Pact Realignment Federal contract opportunity
- Solicitation number
- 36C25020B0060_1
About this file
This solicitation is for an expansion project at the Louis Stokes Cleveland VA Medical Center to provide additional primary care space. The contractor shall provide all labor, equipment, supplies and supervision necessary to expand primary care by 12,000 square feet on three floors of an existing ambulatory care addition. The project budget is between $10-15 million. Site visits will be conducted on August 12, 2021 following COVID-19 social distancing guidelines. Requests for information are due by August 12, 2021. This is a 100% SDVOSB set-aside project, and all bidders must be verified in VETBIZ and registered in SAM by the offer due date and award date. The place of performance is the Louis Stokes Cleveland VA Medical Center.
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Text version
M
A T
C
H
E
X
3'-0"
3'-0"
R
R
R
25'-4"
R
12'-10"
R
5'-0" FROST SLAB
6'-6" +/-
3'-0"
12'-0" +/- 5'-0"
3'-0"
3'-0"
3'-0"
R
3'-0"
9'-0"
Q
S
G
M
E
N
T
S
E
Q
S
E G
M
E N
T S
7'-7 1/4"
E Q
E
Q
2'-5"
SCHEM. DESIGN SUBMISSION 3.15.19
1/8" = 1'-0"
IMPROVEMENT PLAN
MASTER SITE
NORTH
DD SUBMISSION 5.3.19
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
FULLY SPRINKLERED
Louis Stokes Cleveland
VA Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
EXPAND PRIMARY CARE FOR
PACT REALIGNMENT
10701 EAST BLVD. CLEVELAND, OHIO
541-376
NICK CARROZZA
CJK DAKRevisions: Date:
CIVIL/MECH./ELEC./PLUMBING ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
STRUCTURAL ENGINEERING:
THORSON BAKER + ASSOCIATES
3030 WEST STREESTBORO RD.
RICHFIELD, OH 44286
P. 330.659.6688
HAZARDOUS MATERIALS
ASSESSMENT:
STEPHEN J. SEBESTA &
ASSOCIATES, INC.
30628 DETROIT RD., NO. 258
WESTLAKE, OH 44145
P. 216.781.0060
LANDSCAPE ARCHITECTURE:
JAMM ES S. MCKNIGHT
P.O. BOX 14158
CLEVELAND, OH 44114
P. 216.952.2408
1468 WEST 9TH STREET #400
CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
E T
G
DE
I
RET
S
HCRA
I
KACZMAR
STANLEY
NO. 4988
T
E R
S
ATE
I
T C
J.
O
O
FO
H
Stanley J. Kaczmar, License #4988
Expiration Date: 12/31/2021
MSP-01
MASTER SITE IMPROVEMENT PLAN BID ISSUE SUBMISSION
8.1.21
65% CD's SUBMISSION 6.14.19
GENERAL NOTES:
1. CONSIDER ALL AREAS OWNER-OCCUPIED, UNLESS OTHERWISE NOTED.
2. ALL EXISTING CONDITIONS ARE BASED UPON AN EXISTING SITE SURVEY.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS
IN FIELD, AND SHALL NOTIFY COR AND A/E TEAM OF ANY DISCREPANCIES
3. ALL SUB-CONTRACTORS TO DESIGN AND INSTALL SYSTEM PER OWNER
REQUIREMENTS AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL
APPLICABLE CODES.
4. PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO
MATCH EXISTING CONDITIONS.
5. ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION
SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL
PROTECT ALL EXISTING SURROUNDING SITE AREAS. ANY CONDITIONS DAMAGED BY
CONTRACTOR SHALL BE REPLACED/REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
6. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL
OCCUR DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION
SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS
REGARDING THE HAULING OF DEBRIS FROM THE PROJECT AREA.
7. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE
OWNER'S OPERATIONS AS DETERMINED BY THE COR.
8. REFER TO CIVIL DRAWINGS FOR SAWCUTTING OF EXISTING PAVEMENT AND
RESTORATION OF JOINTS BETWEEN EXISTING AND NEW CONSTRUCTION. ANY
EXISTING PAVING REMOVAL THAT OCCURS IN FIELD OUTSIDE OF THE LIMIT LINE
SCOPE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FULLY RESTORE
AND REPAIR TO EXISTING CONDITIONS WITHOUT ADDITIONAL COST TO THE OWNER
9. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL SITE CONDITIONS
DAMAGED BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL CONDITION.
CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS PRIOR TO CONSTRUCTION
TO ENSURE MATCHING CONDITIONS ARE FAITHFULLY RESTORED
SITE IMPROVEMENT NOTES:
EXISTING CONCRETE CURB TO REMAIN1
NEW 6" H CONCRETE CURB. INTEGRAL CURBS SHALL OCCUR AT ALL CONCRETE
SIDEWALK LOCATIONS. REFER TO CIVIL DRAWINGS FOR TYPICAL CURB DETAILS
EXISTING SITE LIGHTING POLE TO REMAIN. PROTECT AS REQ'D. THROUGHOUT
CONSTRUCTION. NOTE: TEMPORARY REMOVAL OF LIGHT POLES MAY BE REQUIRED -
REFER TO ELEC. DWGS. NEW CONC. BASES SHALL BE INSTALLED FOR
REINSTALLATION AFTER CONSTRUCTION
NEW LOCATION FOR RELOCATED SITE LIGHTING POLE AND CONCRETE (EX. LOCATION
SHOWN DASHED). REFER TO ELEC. DWGS. FOR FIXTURE SPECIFICATION AND LIGHT
POLE BASE DETAILS
NEW CONCRETE SIDEWALK W/EXPANSION JOINTS @ 5'-0" O.C. REFER TO CIVIL
DRAWINGS FOR DETAILS. ALIGN WALK ELEVATION FLUSH W/EXISTING AT EXISTING
SIDEWALK CONNECTION POINTS
EXISTING CONCRETE SIDEWALK TO REMAIN6
NEW CONCRETE SIDEWALK
SITE IMPROVEMENT
MATERIAL LEGEND:
NEW GRAVEL BED, SEE LANDSCAPE DWGS.
NEW GRASS AND LANDSCAPE
BED AREAS, SEE LANDSCAPE
DWGS.
ALIGN FACE OF NEW CURB
WITH FORMER PARKING
STALL STRIPE - REMAINING
STALL SHALL BE 9'-0" IN
WIDTH AS SHOWN
NEW PRIMARY
CARE ADDITION
EXISTING PRIMARY
CARE DEPARTMENT
EXISTING CATCH BASIN TO REMAIN - PROTECT AS REQ'D THROUGHOUT
CONSTRUCTION. REFER TO CIVIL DRAWINGS FOR PROTECTION REQUIREMENTS AND
DETAILS
NEW AREAWELL
ALIGN FACE OF NEW CURB
WITH FORMER PARKING
STALL STRIPE - REMAINING
STALL SHALL BE 9'-0" IN
WIDTH AS SHOWN
E
T
H
S
T
ALIGN
1/8" = 1'-0"
REMOVAL SCOPE PLAN
EXISTING CONST. TRAILER
NORTH
CONSTRUCTION TRAILER REMOVAL NOTES:
1. PROJECT INTENT IS FOR THE GC TO FULLY REMOVE THE EXISTING CONSTRUCTION
TRAILER FROM THE VA HOSPITAL PROPERTY IN ITS ENTIRETY. GC SHALL DETERMINE
FINAL METHOD OF DISPOSAL AT THEIR DISCRETION. IT IS NOT INTENDED THAT THE
CONSTRUCTION TRAILER WILL REMAIN PROPERTY OF THE VA, NOR BE RELOCATED
TO ANOTHER VA PROPERTY. THE TRAILER IS VERIFIED TO BE ON WHEELS, BUT IT IS
NOT KNOWN IF THE TRAILER WILL NEED TO BE DISASSEMBLED IN ANY WAY TO
REMOVE IT FROM THE SITE. DETERMINATION OF SAME SHALL BE THE
RESPONSIBILITY OF THE GC.
2. UNDERSIDE OF TRAILER IS CONCEALED BY REMOVABLE VINYL SIDING PANELS
AROUND THE PERIMETER OF THE TRAILER BASE. UNDERSIDE CONDITIONS INCLUDE
THE FOLLOWING:
· A DIRT/GRAVEL BED IS UNDER THE ENTIRE FOOTPRINT OF TRAILER. GC
SHALL EXCAVATE THIS AREA FULLY AS REQUIRED TO PREPARE SITE FOR
NEW ADDITION/NEW SITE IMPROVEMENTS AS SHOWN IN IMPROVEMENT
PLAN. SOME DEBRIS AND MISC. MATERIALS ARE LOCATED IN THE AREA
THAT MUST ALSO BE CLEARED OUT
· THE STEEL STRUCTURE FORMING THE BOTTOM OF THE TRAILER IS
SHORED UP IN SEVERAL LOCATIONS ON CMU BLOCK PIERS THAT BEAR
DIRECTLY ON THE GROUND. PIERS MUST ALL BE REMOVED
· LOW VOLTAGE WIRING FOR THE INTERIOR IS LOCATED AROUND THE
ENTIRE PERIMETER OF THE TRAILER
90% CD's SUBMISSION 8.9.19
E X
I S
T I N
G
B
U I L
D I N
G
3. INTERIOR OF TRAILER SHOWN IN PLAN. GC SHALL REVIEW WITH VA IF ANY ITEMS
CONTAINED WITHIN SHALL BE SALVAGED FOR THE VA, AND COORDINATE
RELOCATION OF SUCH ITEMS WITH THE COR. ITEMS INCLUDE BUT ARE NOT LIMITED
TO MOVABLE FURNITURE, WORKSTATIONS, KITCHEN APPLIANCES, CHAIRS, FILE
CABINETS, LOCKERS, TOILET ROOM ACCESSORIES, COMPUTERS, AND MISC.
WALL-MOUNTED BULLETIN BOARDS, SHELVING, ETC. ALL ITEMS NOT REQUIRED TO
BE SALVAGED SHALL BE DISPOSED OF BY THE GC
A
A
LOCATION OF EXISTING UNDERGROUND ELECTRICAL SERVICE TO UNDERSIDE
OF TRAILER. ELECTRICAL SERVICE SHALL BE FULLY DISCONNECTED AND
DEMOLISHED AS REQUIRED TO CLEAR THE SITE AREA FOR NEW ADDITION
CONSTRUCTION AND IMPROVEMENTS. THE LOCATION OF THE SOURCE OF THE
SERVICE CONNECTION IS NOT KNOWN. GC SHALL DETERMINE SAME IN FIELD.
B
C
B
LOCATION OF EXISTING UNDERGROUND SANITARY CONNECTION TO UNDERSIDE
OF TRAILER. SANITARY CONNECTION AND ALL ASSOCIATED PIPING (SHOWN IN
GRAY) CONNECTED TO INTERIOR PLUMBING FIXTURES SHALL BE DEMOLISHED
AS REQUIRED TO CLEAR THE SITE AREA FOR NEW ADDITION CONSTRUCTION
AND IMPROVEMENTS. THE LOCATION OF THE SOURCE OF THE SANITARY
CONNECTION IS NOT KNOWN. GC SHALL DETERMINE SAME IN FIELD.
C
LOCATION OF EXISTING UNDERGROUND WATER SUPPLY CONNECTION TO
UNDERSIDE OF TRAILER. WATER SUPPLY CONNECTION AND ALL ASSOCIATED
PIPING SHALL BE DEMOLISHED AS REQUIRED TO CLEAR THE SITE AREA FOR
NEW ADDITION CONSTRUCTION AND IMPROVEMENTS. THE LOCATION OF THE
SOURCE OF THE WATER SUPPLY CONNECTION IS NOT KNOWN. GC SHALL
DETERMINE SAME IN FIELD.
D
D
D
EXISTING THRU-WALL MECHANICAL UNITS. DECOMMISSION AS REQ'D. TO
PERMIT TRAILER REMOVAL
E
E
EXISTING INTERIOR ELECTRICAL PANEL, SHOWN FOR REFERENCE
F
F
F
EXISTING STAIR ENCLOSURES ARE COMPRISED OF A STEEL FRAMEWORK
WRAPPED IN CANVAS. ENCLOSURE AND METAL GRATE-TYPE STAIR WITHIN ARE
SEPARATE FROM THE TRAILER UNIT AND MUST ALSO BE REMOVED/DISPOSED
FROM THE SITE
G
TYP. ALL
LOCS.
G
EXISTING CLG. MTD. FLUORESCENT LIGHT FIXTURES
H
H
H
EXISTING LARGE WALL-MOUNTED TV TO BE REMOVED BY GC AND RETURNED TO
THE VA
J
J
J
J
LOCATION OF VERTICAL ELECTRICAL CONDUIT RUNNING FROM UNDERGROUND
TO THE ROOF OF THE TRAILER. CONDUIT CONNECTS TO AN ANTENNA/WI-FI
SYSTEM THAT RUNS THE ENTIRE PERIMETER OF THE CONSTRUCTION TRAILER
ROOF. GC SHALL COORD. WITH VA OIT DEPARTMENT FOR DECOMMISSIONING
AS REQUIRED AND REMOVE SYSTEM FROM TRAILER
K
K
K
EXISTING GRAVEL BED TO BE REMOVED
L
NOTE: CONCRETE SIDEWALK EXTENDS FULLY UNDERNEATH FOOTPRINT OF
STAIR ENCLOSURE. WALK SHALL BE REMOVED ALONG WITH OTHER SIDEWALK
DEMOLITION NOTED IN CIVIL DRAWINGS
L
L
NEW ASPHALT
HATCHED REGION IN PARKING LOT INDICATES APPROXIMATE AREA OF NEW ASPHALT
INFILL WHERE DEMO'D FOR CONSTRUCTION. REFER TO CIVIL DRAWINGS FOR
DEMOLITION EXTENT. NEW ASPHALT SHALL BE LAPPED/SEALED WITH EXISTING
AT SOUTH ENTRY OF
EX. PARKING LOT
(NOT SHOWN)
EXISTING POLE-MOUNTED "EXIT ONLY DO NOT ENTER" SIGNAGE @ SOUTH
LOT ENTRY TO BE REMOVED AND RETURNED TO THE VA
REPAINT FORMER PARKING STALL STRIP UPON COMPLETION OF NEW
ASPHALT PAVING
REINSTALL TWO
(2) EXISTING
STEEL
BOLLARDS
REMOVED
DURING
DEMOLITION -
BOLT TO
SIDEWALK
LIFE SAFETY NOTE: EXISTING EGRESS DOOR FROM
FIRE STAIR SHALL BE MAINTAINED THROUGHOUT
CONSTRUCTION TO THE GREATEST EXTENT
POSSIBLE. GC SHALL ARRANGE CONSTRUCTION
FENCING TO PERMIT SAFE EGRESS FROM STAIR
DOOR THROUGH EXISTING SALLYPORT TO THE
SOUTH WITHOUT TRAVELING THROUGH
CONSTRUCTION AREAS. IN THE EVENT(S) THAT
DOOR ACCESS MUST BE TEMPORARILY BLOCKED
DUE TO CONSTRUCTION, GC SHALL COORD. SAME
WITH VA COR TO ENSURE THAT INTERIM LIFE
SAFETY MEASURES ARE IN PLACE. GC SHALL
ENDEAVOR TO MINIMIZE TIMES WHEN DOOR IS NOT
ACCESSIBLE
DASHED BOUNDARY IN
SIDEWALK INDICATES
FROST SLAB TO BE
PROVIDED - SEE
STRUCT. DWGS. FOR
DETAIL
DASHED BOUNDARY IN
SIDEWALK INDICATES
FROST SLAB TO BE
PROVIDED - SEE STRUCT.
DWGS. FOR DETAIL
REFER TO SITE SURVEY FOR LOCATION OF CONSTRUCTION TRAILER
X
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH
100% CD's SUBMISSION 2.14.20
NEW AREAWELL
EXISTING AREAWELL
BID ISSUE SUBMISSION 8.1.21
EX. CONC.
PLAZA TO
REMAIN
R I G
H T
O
F W
A Y
EXISTING SITE
POLE LOCATIONS,
RELOCATED TO
NEW, NORTH
CURVED
SIDEWALK AS
SHOWN
WORKPOINT FOR LOCATION OF
CRASH WALL TO BE 1'-10"
WEST OF R.O.W. LINE. GC
SHALL VERIFY R.O.W.
LOCATION AND COORD. WALL
LOCATION ACCORDINGLY
R I G
H T
O
F W
A Y
A
MSP-02
NEW CONCRETE ANTI-RAM CRASH WALL
CAST-IN-PLACE CONCRETE ANTI-RAM CRASH WALL - 20" THICK X 30" MIN. HEIGHT
ABOVE GRADE. SEE ELEVATIONS FOR CAST REVEAL LOCATIONS AND STRUCT. DWGS.
FOR FOUNDATION/REINFORCEMENT DETAILS. FOUNDATION BELOW GRADE SHOWN
DASHED ON PLAN AND SHALL BE ENTIRELY LOCATED ON THE WEST SIDE OF THE
R.O.W. REFER TO WORKPOINT NOTE
42" H X 8" DIA. ALUMINUM BOLLARD LIGHT - SPEC TO MATCH EXISTING @ MAGNOLIA
DROP-OFF (OR EQUAL). PROVIDE 15" DIA. X 30" D CONC. BASE, TYP. SEE ELEC. DWGS.
FOR POWER AND BASIS OF DESIGN SPEC
B
MSP-02
C
MSP-02
BOULDER GARDEN, SEE LANDSCAPE
CHANGE IN WALL
HEIGHT @ THIS
LOCATION, SEE
ELEVATION
NEW UPLIGHT ON CONC. PAD, SEE ELEC. DWGS.
AutoCAD SHX Text
TRAF
AutoCAD SHX Text
WALL
AutoCAD SHX Text
WALL
AutoCAD SHX Text 6"
AutoCAD SHX Text
LANDSCAPE AREA
AutoCAD SHX Text
TRAF
EQ. EQ.
M I N
CURVED WALL - SEE PLAN
NEW ADDITION BEYOND
M I N
NEW ADDITION BEYOND
EQ. EQ.
NEW ADDITION BEYOND
3/4"
3/4"
3/4"3/4"
1 1/2"
3/4"3/4"
SCHEM. DESIGN SUBMISSION 3.15.19
DD SUBMISSION 5.3.19
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
P
M
FULLY SPRINKLERED
Louis Stokes Cleveland
VA Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
EXPAND PRIMARY CARE FOR
PACT REALIGNMENT
10701 EAST BLVD. CLEVELAND, OHIO
541-376
NICK CARROZZA
CJK DAKRevisions: Date:
CIVIL/MECH./ELEC./PLUMBING ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
STRUCTURAL ENGINEERING:
THORSON BAKER + ASSOCIATES
3030 WEST STREESTBORO RD.
RICHFIELD, OH 44286
P. 330.659.6688
HAZARDOUS MATERIALS
ASSESSMENT:
STEPHEN J. SEBESTA &
ASSOCIATES, INC.
30628 DETROIT RD., NO. 258
WESTLAKE, OH 44145
P. 216.781.0060
LANDSCAPE ARCHITECTURE:
JAMM ES S. MCKNIGHT
P.O. BOX 14158
CLEVELAND, OH 44114
P. 216.952.2408
1468 WEST 9TH STREET #400
CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558
E T
G
DE
I
RET
S
HCRA
I
KACZMAR
STANLEY
NO. 4988
T
E R
S
ATE
I
T C
J.
O
O
FO
H
Stanley J. Kaczmar, License #4988
Expiration Date: 12/31/2021
MSP-02
SITE ELEVATIONS & DETAILS BID ISSUE SUBMISSION
8.1.21
65% CD's SUBMISSION 6.14.19
GENERAL NOTES:
1. CONSIDER ALL AREAS OWNER-OCCUPIED, UNLESS OTHERWISE NOTED.
2. ALL EXISTING CONDITIONS ARE BASED UPON AN EXISTING SITE SURVEY.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS
IN FIELD, AND SHALL NOTIFY COR AND A/E TEAM OF ANY DISCREPANCIES
3. ALL SUB-CONTRACTORS TO DESIGN AND INSTALL SYSTEM PER OWNER
REQUIREMENTS AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL
APPLICABLE CODES.
4. PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO
MATCH EXISTING CONDITIONS.
5. ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION
SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL
PROTECT ALL EXISTING SURROUNDING SITE AREAS. ANY CONDITIONS DAMAGED BY
CONTRACTOR SHALL BE REPLACED/REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO OWNER.
6. DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL
OCCUR DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION
SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS
REGARDING THE HAULING OF DEBRIS FROM THE PROJECT AREA.
7. ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE
OWNER'S OPERATIONS AS DETERMINED BY THE COR.
8. REFER TO CIVIL DRAWINGS FOR SAWCUTTING OF EXISTING PAVEMENT AND
RESTORATION OF JOINTS BETWEEN EXISTING AND NEW CONSTRUCTION. ANY
EXISTING PAVING REMOVAL THAT OCCURS IN FIELD OUTSIDE OF THE LIMIT LINE
SCOPE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FULLY RESTORE
AND REPAIR TO EXISTING CONDITIONS WITHOUT ADDITIONAL COST TO THE OWNER
9. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL SITE CONDITIONS
DAMAGED BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL CONDITION.
CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS PRIOR TO CONSTRUCTION
TO ENSURE MATCHING CONDITIONS ARE FAITHFULLY RESTORED
SITE IMPROVEMENT NOTES:
EXISTING CONCRETE CURB TO REMAIN1
NEW 6" H CONCRETE CURB. INTEGRAL CURBS SHALL OCCUR AT ALL CONCRETE
SIDEWALK LOCATIONS. REFER TO CIVIL DRAWINGS FOR TYPICAL CURB DETAILS
EXISTING SITE LIGHTING POLE TO REMAIN. PROTECT AS REQ'D. THROUGHOUT
CONSTRUCTION. NOTE: TEMPORARY REMOVAL OF LIGHT POLES MAY BE REQUIRED -
REFER TO ELEC. DWGS. NEW CONC. BASES SHALL BE INSTALLED FOR
REINSTALLATION AFTER CONSTRUCTION
NEW LOCATION FOR RELOCATED SITE LIGHTING POLE AND CONCRETE (EX. LOCATION
SHOWN DASHED). REFER TO ELEC. DWGS. FOR FIXTURE SPECIFICATION AND LIGHT
POLE BASE DETAILS
NEW CONCRETE SIDEWALK W/EXPANSION JOINTS @ 5'-0" O.C. REFER TO CIVIL
DRAWINGS FOR DETAILS. ALIGN WALK ELEVATION FLUSH W/EXISTING AT EXISTING
SIDEWALK CONNECTION POINTS
EXISTING CONCRETE SIDEWALK TO REMAIN6
EXISTING CATCH BASIN TO REMAIN - PROTECT AS REQ'D THROUGHOUT
CONSTRUCTION. REFER TO CIVIL DRAWINGS FOR PROTECTION REQUIREMENTS AND
DETAILS
90% CD's SUBMISSION 8.9.19
HATCHED REGION IN PARKING LOT INDICATES APPROXIMATE AREA OF NEW ASPHALT
INFILL WHERE DEMO'D FOR CONSTRUCTION. REFER TO CIVIL DRAWINGS FOR
DEMOLITION EXTENT. NEW ASPHALT SHALL BE LAPPED/SEALED WITH EXISTING
EXISTING POLE-MOUNTED "EXIT ONLY DO NOT ENTER" SIGNAGE @ SOUTH
LOT ENTRY TO BE REMOVED AND RETURNED TO THE VA
REPAINT FORMER PARKING STALL STRIP UPON COMPLETION OF NEW
ASPHALT PAVING
100% CD's SUBMISSION 2.14.20
BID ISSUE SUBMISSION 8.1.21
ALIGN TOPS
CAST-IN-PLACE CONCRETE ANTI-RAM CRASH WALL - 20" THICK X 30" MIN. HEIGHT
ABOVE GRADE. SEE ELEVATIONS FOR CAST REVEAL LOCATIONS AND STRUCT. DWGS.
FOR FOUNDATION/REINFORCEMENT DETAILS. FOUNDATION BELOW GRADE SHOWN
DASHED ON PLAN AND SHALL BE ENTIRELY LOCATED ON THE WEST SIDE OF THE
R.O.W. REFER TO WORKPOINT NOTE
42" H X 8" DIA. ALUMINUM BOLLARD LIGHT - SPEC TO MATCH EXISTING @ MAGNOLIA
DROP-OFF (OR EQUAL). PROVIDE 15" DIA. X 30" D CONC. BASE, TYP. SEE ELEC. DWGS.
FOR POWER
BOULDER GARDEN, SEE LANDSCAPE
668.30
T/WALL (LOW)
670.80
T/FOOTING
666.30
B/FOOTING
663.80
668.70
T/WALL (HIGH)
671.47
T/FOOTING
666.30
B/FOOTING
663.80
T/WALL (LOW)
670.80
668.70
667.50
668.00
T/WALL (LOW)
670.80
T/FOOTING
666.30
B/FOOTING
663.80
T/WALL (HIGH)
671.47
668.00 668.30
(BEYOND)
TYPICAL "VEE" VERTICAL
REVEALS, SEE DETAILS THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR FACES
OF ALL WALLS, ALIGNED
W/FRONT AND TOP
TYPICAL "VEE" HORIZ.
REVEALS ON TOP OF WALL
ALIGNING W/VERTICALS, SEE
DETAILS THIS SHEET
TYPICAL
" D X 1-1/2" H
CONTINUOUS HORIZONTAL
REVEAL, SEE DETAIL THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR AND
SIDE FACES OF ALL WALLS
TYPICAL "VEE" VERTICAL
REVEALS, SEE DETAILS THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR FACES
OF ALL WALLS, ALIGNED
W/FRONT AND TOP
TYPICAL "VEE" HORIZ.
REVEALS ON TOP OF WALL
ALIGNING W/VERTICALS, SEE
DETAILS THIS SHEET
TYPICAL
" D X 1-1/2" H
CONTINUOUS HORIZONTAL
REVEAL, SEE DETAIL THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR AND
SIDE FACES OF ALL WALLS
DASHED LINES INDICATE
FOOTING BELOW, SEE STRUCT.
EXTEND BOLLARD
FOUNDATION DOWN TO
TOP OF WALL
FOUNDATION
T/WALL (HIGH)
671.47
TYPICAL "VEE" VERTICAL
REVEALS, SEE DETAILS THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR FACES
OF ALL WALLS, ALIGNED
W/FRONT AND TOP
TYPICAL "VEE" HORIZ.
REVEALS ON TOP OF WALL
ALIGNING W/VERTICALS, SEE
DETAILS THIS SHEET
TYPICAL
" D X 1-1/2" H
CONTINUOUS HORIZONTAL
REVEAL, SEE DETAIL THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR AND
SIDE FACES OF ALL WALLS
DASHED LINES INDICATE
FOOTING BELOW, SEE STRUCT.
CONCRETE NOTES AND DETAILS:
1. CONCRETE WALLS SHALL BE ENHANCED WITH FULL-DEPTH COLOR ADMIXTURES,
SELECTED FROM GROUPS 1 OR 2 OF SCOFIELD STANDARD MIXES, OR APPROVED
EQUAL. IT IS THE DESIGN INTENT TO MATCH THE COLOR OF EXISTING, SIMILAR
CONCRETE WALLS LOCATED AT THE SOUTHWEST CORNER OF CARES TOWER
(INTERSECTION OF MLK BLVD. & EAST BLVD.) AS CLOSE AS POSSIBLE. CONTRACTOR
SHALL SUBMIT COLOR SAMPLES FOR SELECTION/APPROVAL TO ARCHITECT.
2. WALLS SHALL BE TREATED WITH AN ANTI-GRAFFITI COATING.
3. SAND-BLASTED TEXTURE SHALL BE PROVIDED ON ALL EXPOSED CONCRETE
SURFACES
4. TOP OF CONCRETE WALL SHALL NOT BE LESS THAN 30" ABOVE FINISHED GRADE AT
ALL LOCATIONS. VERIFY TOP OF WALL WITH FINAL GRADES IN FIELD
1/4"=1'-0"
WEST ELEVATION (E. 108TH ST.)
SITE WALLS
A
MSP-02
1/4"=1'-0"
NORTH ELEVATION
SITE WALLS
B
MSP-02
1/4"=1'-0"
SOUTH ELEVATION
SITE WALLS
B
MSP-02
TYPICAL "VEE" HORIZ.
REVEALS ON TOP OF WALL
ALIGNING W/VERTICALS, SEE
DETAILS THIS SHEET
DASHED LINES
INDICATE
FOOTING BELOW,
SEE STRUCT.
TYPICAL
" D X 1-1/2" H
CONTINUOUS HORIZONTAL
REVEAL, SEE DETAIL THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR AND
SIDE FACES OF ALL WALLS
TYPICAL "VEE" VERTICAL
REVEALS, SEE DETAILS THIS
SHEET. NOTE: REVEALS SHALL
ALSO OCCUR ON REAR FACES
OF ALL WALLS, ALIGNED
W/FRONT AND TOP
END OF
WALL
TOP OF
WALL
ELEVATION
PLAN
"VEE" VERTICAL REVEAL
"VEE" TOP REVEAL
CONTINUOUS
HORIZONTAL REVEAL
END OF
WALL
1 4
S
L O
P E
D O
W N
1 4
S
L O
P E
D O
W N
REVEAL & CHAMFER DETAILS
1" = 1-0"
S-5.0
TYP.
DETAIL
S-5.0
TYP.
DETAIL
S-5.0
TYP.
DETAIL
ADDITION
MAGNOLIA AVE.
ADDITION
EAST 108TH ST.
1" = 20'
LANDSCAPE PLAN
NORTH
1. NEW SODDED LAWNS TO RECEIVE 3" OF TOPSOIL & PLANT BEDS TO RECEIVE 6"
TOPSOIL.
2. NEW LAWN AND PLANT BEDS ARE TO BE IRRIGATED WITH SEPARATE ZONES.
SCHEM. DESIGN SUBMISSION
DD SUBMISSION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
FULLY SPRINKLERED
Louis Stokes Cleveland
VA Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
EXPAND PRIMARY CARE FOR
PACT REALIGNMENT
10701 EAST BLVD. CLEVELAND, OHIO
541-376
NICK CARROZZA
JSMc MSMcRevisions: Date:
CIVIL/MECH./ELEC./PLUMBING ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
STRUCTURAL ENGINEERING:
THORSON BAKER + ASSOCIATES
3030 WEST STREESTBORO RD.
RICHFIELD, OH 44286
P. 330.659.6688
HAZARDOUS MATERIALS
ASSESSMENT:
STEPHEN J. SEBESTA &
ASSOCIATES, INC.
30628 DETROIT RD., NO. 258
WESTLAKE, OH 44145
P. 216.781.0060
LANDSCAPE ARCHITECTURE:
JAMM ES S. MCKNIGHT
P.O. BOX 14158
CLEVELAND, OH 44114
P. 216.952.2408
1468 WEST 9TH STREET #400
CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558 L-01
LANDSCAPE PLAN 100% CD's SUBMISSION
8.1.21
65% CD's SUBMISSION
LANDSCAPE NOTES:
LANDSCAPE MATERIAL LEGEND:
6.14.19 5.3.19 3.15.19
PLANT SCHEDULE
Plant Schedule Key Qty Botanical / Common Name Size Cond. Spacing
Trees
AC 3
Amelanchier grandiflora 'Robin Hill'/ Robin Hill Serviceberry 2" Cal. B&B 11' O.C.
AR 3 Acer rubrum ‘Red Sunset’ / Red Maple 2½” Cal. B&B 30’ O.C.
BN 3 Betula nigra / River Birch 12' B&B 24' O.C.
CBF 5
Carpinus betulus ‘fastigiata’ / Pyramidal European Hornbeam 3” Cal. B&B 18’ O.C.
CCFP 5 Cercis canadensis' Forest Pansy"/ Redbud 6' clump B&B Shrubs
BGG 31 Buxus Green Gem / Green Gem Boxwood 18" B&B 2' O.C.
HAA 7 Hydrangea "Annabelle” / Annabelle Hydrangea 24” No.3 3’ O.C.
MP 49 Spirea bumalda 'Gold Flame' / Gold Flame Spirea 24” No. 3 3’ O.C.
TH 5 Taxus media "Densiformis' 24" B&B 3' O.C.
Grasses
CAR 500 Carex flacca "Blue Zinger" / Blue Zinger Sedge Clump No. 1 12” O.C.
HEL 80 Helictotrichon sempervirens 'Saphire' / Blue Oat Grass Clump No. 2 24” O.C.
Groundcovers
HC 35 Hypericum calycinum St. Johnswort' 12" No. 1 12” O.C.
PACH 230 Pachysandra terminalis / Pachysandra 12" No. 1 12" O.C.
Sod for Lawn
All beds and lawn areas to be irrigated.
90% CD's SUBMISSION 8.9.19 100% CD's SUBMISSION 2.14.20
8300504 McKNIGHT
JAMES S.
TCETIHCRAEPACSDNA
L
OI
HOFOETATS
EXPIRATION DATE 12/31/2020
JAMES S. McKNIGHT, LA 8300504
RE G I S T E RE
D
BID ISSUE SUBMISSION 8.1.21
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COMB SWR
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COMB SWR
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COMB MH RIM:663.49 INV 12"SE:657.19 INV E&W:648.57
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COMB MH RIM:663.49 CRACKED LID
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SAN SWR
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WALL
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WALL
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WALL
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BRICK
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WALL
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WALL
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STONE
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1-ARA
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3' GRAVEL SPLASH STRIP
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50-PACH
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12-BGM
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80-PACH
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19-BGM
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4-CCFP
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35-HYP
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50-HEL
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3' GRAVEL SPLASH STRIP
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14-SBG
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3-AC
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30-HEL
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5-SBG
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7-HA
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3" TOPSOIL & SOD LAWN
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3" TOPSOIL & SOD LAWN
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3" TOPSOIL & SOD LAWN
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3" TOPSOIL & SOD LAWN
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3-BN
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EXISTING TREE (TYP.)
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EXISTING TREE (TYP.)
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EXISTING TREES (TYP.)
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4-MS
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3-SR
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5-CBF
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1-CCFP
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28-SBG
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100-PACH
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ANNUAL FLOWERS
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56-TMD
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11-SBG
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3' GRAVEL SPLASH STRIP
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1-CCFP
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4-SR
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250-CAR
AutoCAD SHX Text REPAIR LANDSCAPE (TREES, LAWN AND BEDS) TO MATCH EXISTING FOR DAMAGES CAUSED BY CONSTRUCTION ACTIVITIES
AutoCAD SHX Text REPAIR LANDSCAPE (TREES, LAWN AND BEDS) TO MATCH EXISTING FOR DAMAGES CAUSED BY CONSTRUCTION ACTIVITIES
AutoCAD SHX Text RUBBER HOSE (2) TWO-STRAND, TWISTED, 12 GAUGE, GALVANIZED WIRE. NOTE: USE (3) GUYWIRES ONLY FOR EVERGREENS
AutoCAD SHX Text 2"x2"x8' HARDWOOD STAKE, (2) PER TREE. PLACE VERTICALLY
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OVERDIG & BACKFILL TREE PIT 3X WIDTH OF ROOT BALL. SCARIFY SIDES
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NOT TO SCALE
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TREE PLANTING & STAKING
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CREATE WELL AROUND BASE OF PLANT TO RETAIN MOISTURE
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3" SHREDDED BARK MULCH- TYPICAL ALL BEDS
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SOIL MIX, SEE SPECS.
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DRIVE STAKES MIN. 12" BELOW ROOTBALL
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REMOVE ROPE & WIRE FROM ROOTBALL. TURN BACK & BURY BURLAP MIN. 8" BELOW CROWN
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IDENTIFY TRUNK FLARE & PULL SOIL BACK TO REVEAL. KEEP MULCH 2-3" BACK FROM FLARE
AutoCAD SHX Text CUT BACK & BURY BURLAP, ROPE AND WIRE FROM ROOTBALL. CREATE WELL @ BASE OF PLANT TO RETAIN MOISTURE. 3" SHREDDED BARK MULCH. CREATE RAISED EDGE AROUND PIT AMMENDED SOIL BACKFILL. THOROUGHLY TILL INTO EXISTING SOIL MATERIAL TO 18" DEPTH
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FIRM AREA BELOW ROOT BALL
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OVERDIG & BACKFILL SHRUB PIT 3X WIDTH OF ROOT BALL
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NOT TO SCALE
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SHRUB PLANTING
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NOT TO SCALE
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GROUNDCOVER / PERENNIAL PLANTING
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BREAKUP SOIL BALL. CUT & RELEASE ROOTS WHERE ROOTBOUND
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2" MULCH THROUGHOUT BED
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AMEND SOIL & TILL TO 18" DEPTH
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TRIANGULAR SPACE SHRUBS & GROUNDCOVERS PER DISTANCE SHOWN IN PLANT SCHEDULE
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PLAN VIEW
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SECTION
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GRAVEL SPLASH STRIP/MULCH BED
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VARIES
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PLANT BED
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BUILDING
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3" DEPTH #57 RIVER GRAVEL
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WEED BARRIER
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AutoCAD SHX Text EXISTING TREE PROPOSED SHADE TREE PROPOSED ORNAMENTAL TREES PROPOSED SHRUBS PROPOSED PERENNIALS & ORNAMENTAL GRASSES PROPOSED GRAVEL SPLASH STRIP PROPOSED LAWN
JMcKnight Rectangle
JMcKnight Typewritten Text
BID ISSUE SUBMISSION
MAGNOLIA AVE.
ADDITION
EAST 108TH ST.
1" = 20'
IRRIGATION PLAN
NORTH
1. ADJUST 2-WIRE IRRIGATION SYSTEM AND ADD REQUIRED ZONES TO PROVIDE
FULL AND SEPARATE COVERAGE TO LAWN AREAS AND PLANT BEDS.
2. INVESTIGATE AND LOCATE EXISTING IRRIGATION SYSTEM VALVES, MAIN LINES
AND HEADS. DEMOBILIZE SYSTEM PRIOR TO SITE AND BUILDING DEMOLITION.
SALVAGE EXISTING EQUIPMENT FOR REUSE. CAP ENDS OF EXISTING LINES TO
REMAIN. STORE ENDS OF WIRES IN VALVE BOXES FOR FUTURE EXPANSION.
3. REPAIR ANY DAMAGES TO EXISTING IRRIGATION SYSTEM DUE TO CONSTRUCTION
ACTIVITIES TO MATCH EXISTING.
4. IRRIGATION PLAN - IS SCHEMATIC, MODIFICATIONS MAY BE NECESSARY TO
CLEAR CERTAIN FEATURES. CONTRACTOR TO PROVIDE FULL COVERAGE TO ALL
LAWN AREAS AND PLANT BEDS WITHIN SCOPE OF WORK. CONTRACTOR SHALL
ALSO RECONNECT AND MODIFY EXISTING ADJACENT ZONES AS REQUIRED TO
RESUME FULL COVERAGE TO SITE.
5. PROVIDE DESIGN-BUILD SHOP DRAWING OF PROPOSED SYSTEM EXPANSION AND
REPAIRS FOR REVIEW BY LANDSCAPE ARCHITECT.
6. CONTROLLER - ADD AND UPDATE ZONES TO EXISTING CONTROLLER C ON SOUTH
SIDE OF BUILDING NEAR CARES TOWER.
7. SLEEVES - INSTALL SLEEVES TO CONNECT TO EXISTING AND NEW LANDSCAPE
BEDS. INSTALL PRIOR TO INSTALLATION OF PAVEMENTS & CURBS. SEE PLAN.
8. LOW HEAD DRAINAGE - CONTRACTOR TO PROVIDE IRRIGATION HEADS WITH
BUILT-IN CHECK VALVES WHERE NECESSARY TO PREVENT LOW HEAD DRAINAGE.
9. QUICK COUPLING VALVES - SHALL BE ENCASED IN CONCRETE COLLAR.
CONCRETE SHALL BE CONTAINED WITHIN VALVE BOX. VALVES SHALL BE 1" DIA.
SOLID BRASS OR APPROVED EQUAL.
10. SWING JOINTS - ALL POP-UP HEADS TO BE INSTALLED WITH SWIVEL JOINTS AND
ALL QUICK COUPLING VALVES WITH 1" FULL CIRCLE SWING JOINTS. SWING AND
SWIVEL JOINTS SHALL BE CONSTRUCTED OF A RIGID PVC ASSEMBLY.
11. VALVES - TO BE INSTALLED IN APPROVED VALVE BOXES.
12. PROTECT EXISTING PLANT MATERIALS - ADJUST LAYOUT OF SYSTEM LINES IN
THE FIELD TO AVOID ROOT ZONES OF EXISTING TREES AND PLANT MATERIALS.
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE LANDSCAPE ARCHITECT
REGARDING THE LAYOUT OF THE IRRIGATION SYSTEM PRIOR TO TRENCHING.
13. COORDINATION WITH LANDSCAPE CONTRACTOR - COORDINATE INSTALLATION OF
NEW AND EXPANDED BEDS WITH LANDSCAPE CONTRACTOR PRIOR TO
INSTALLATION OF IRRIGATION EQUIPMENT.
SCHEM. DESIGN SUBMISSION
DD SUBMISSION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h 6/
/2
:3
9:
P M
FULLY SPRINKLERED
Louis Stokes Cleveland
VA Medical Center
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT OF RECORD STAMPCONSULTANTS
321 4 5 6 7 8 9 10
EXPAND PRIMARY CARE FOR
PACT REALIGNMENT
10701 EAST BLVD. CLEVELAND, OHIO
541-376
NICK CARROZZA
JSMc MSMcRevisions: Date:
CIVIL/MECH./ELEC./PLUMBING ENGINEERING:
SCHEESER BUCKLEY MAYFIELD, LLC
1540 CORPORATE WOODS PKWY.
UNIONTOWN, OH 44685
P. 330.526.2700
COST ESTIMATING:
MCGUINESS UNLIMITED, INC.
15724 STILLWOOD AVE.
CLEVELAND, OH 44111
P. 440.667.5120
STRUCTURAL ENGINEERING:
THORSON BAKER + ASSOCIATES
3030 WEST STREESTBORO RD.
RICHFIELD, OH 44286
P. 330.659.6688
HAZARDOUS MATERIALS
ASSESSMENT:
STEPHEN J. SEBESTA &
ASSOCIATES, INC.
30628 DETROIT RD., NO. 258
WESTLAKE, OH 44145
P. 216.781.0060
LANDSCAPE ARCHITECTURE:
JAMM ES S. MCKNIGHT
P.O. BOX 14158
CLEVELAND, OH 44114
P. 216.952.2408
1468 WEST 9TH STREET #400
CLEVELAND, OH 44113
P. 216.687.1555 F. 216.687.1558 L-02
IRRIGATION PLAN 100% CD's SUBMISSION
8.1.21
65% CD's SUBMISSION
IRRIGATION NOTES:
IRRIGATION LEGEND:
6.14.19 5.3.19 3.15.19
90% CD's SUBMISSION 8.9.19
MAIN LINE & ZONE LINE PIPING -
2" MAIN GATE VALVE
ZONE VALVES
IRRIGATION SPRINKLER HEADS-SEE SCHEDULE
PVC SLEEVES - SCHEDULE 40 PVC SLEEVE, ENDS SHALL
BE MARKED WITH IRON PINS. BURY UNDER PAVEMENTS
TO A MINIMUM DEPTH OF 24". BACKFILL AND COMPACT
TRENCHES. MARK AT GRADE AND CAP OR SEAL ENDS.
COORDINATE LOCATIONS AND INSTALLATION WITH SITE
CONTRACTOR.
1" QUICK COUPLING VALVE
SPRINKLER HEAD SCHEDULE:
SYMBOL: S SO S2 S5 S7
FLOW @ 30 PSI
S - POP-UP SPRAY HEADS
LAWN ZONES: 4" POP-UPS
PLANT BEDS: 12" POP-UPS
FACTORY INSTALLED DRAIN CHECK VALVES
ADJUSTABLE ARCS
RADIUS: 7' 10' 12' 15' 17'
.19
1.56
.39
.52
.78
1.17
1.04 240° 1.04
360° 270°
1.56 1.17
ARC
45°
180° 120° 90°
.19
.78
.52
.39
2.34 1.50 3.0
2.24 1.68
3.50 2.63
4.50 3.38
FLOW - GPM
.28
1.12 .75 .56
.44
1.75 1.17 .88
.56
2.25 1.50 1.13
SYMBOL: SS SL SR
SPREAD: 4'X28' 4'X14' 4'X14'
GPM: 1.20 .60 .60
SPRAY/ROTOR BODIES AND NOZZLES SHALL BE PROVIDED AS FOLLOWS:
ROTORS: 20'-25' RADII AND 1.5 GPM FLOW AT 45psi
R - ROTARY HEADS
GALLON OUTPUTS ON ARE SHOWN AS APPROXIMATE FOR
REFERENCE ONLY. ADJUST SYSTEM PIPE SIZES FOR GALLON
OUTPUTS OF HEADS ON SHOP DRAWINGS.
100% CD's SUBMISSION 2.14.20
BID ISSUE SUBMISSION 8.1.21
8300504 McKNIGHT
JAMES S.
TCETIHCRAEPACSDNA
L
OI
HOFOETATS
EXPIRATION DATE 12/31/2020
JAMES S. McKNIGHT, LA 8300504
RE G I S T E RE
D
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COMB MH RIM:663.49 INV 12"SE:657.19 INV E&W:648.57
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COMB MH RIM:663.49 CRACKED LID
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SAN SWR
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2" SLEEVE
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2" SLEEVE
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2" & 4" SLEEVES
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2" & 4" SLEEVES
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2" & 4" SLEEVES
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2" MAIN
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2" MAIN
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CONNECT 2" MAIN TO EXISTING
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CONNECT 2" MAIN TO EXISTING
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ZONE 1 1-1/2" VALVE 14.31 GPM
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ZONE 2 1-1/2" VALVE 20.35 GPM
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ZONE 4 1" VALVE 7.50 GPM
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ZONE 3 1-1/2" VALVE 17.31 GPM
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AutoCAD SHX Text REPAIR EXISTING IRRIGATION ZONES FOR DAMAGES CAUSED BY CONSTRUCTION ACTIVITIES. RESTORE FULL COVERAGE TO LAWN AND PLANT BEDS
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MV
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SS
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SL
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JMcKnight Typewritten Text
BID ISSUE SUBMISSION
File details come from the government source that posted it. Updated .