GSE Bid Drawings _ Part 3A.pdf
PDF 7 MB Posted
- Solicitation number
- 36C78621B0005
About this file
This pre-solicitation notice seeks bids for a firm fixed price construction contract to provide gravesite expansion and columbarium construction at the Dayton National Cemetery in Dayton, Ohio. The scope of work includes demolition, site preparation, excavation, backfilling, grading, foundations, footings, columbaria installation, irrigation, landscaping, signage, utilities and other site improvements. The contract is set aside exclusively for verified Service-Disabled Veteran-Owned Small Businesses. The solicitation will be issued on or around mid-May 2021 as an Invitation for Bid with anticipated bid opening in August 2021 and a 300-day period of performance. Interested parties must register in the System for Award Management and represent eligibility as an SDVOSB at time of bid submission. The pre-solicitation notice provides relevant details but does not constitute a request for proposal or bid.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| IFB Contractor Cost Estimate Worksheet.xlsx | XLSX spreadsheet | |
| GSE Bid Drawings _ Part 2A.pdf | ||
| 36C78621B0005_1.docx | DOCX document | |
| GSE Bid Drawings _ Part 1B.pdf | ||
| Specs BD 20210311.pdf | ||
| GSE Bid Drawings _ Part 3B.pdf | ||
| GSE Bid Drawings _ Part 1A.pdf | ||
| GSE Bid Drawings _ Part 2B.pdf | ||
| DOL Davis Bacon Wage Determination Montgomery County Ohio.pdf |
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Text version
CL
R3
R3"
3" DIA. SST COVER
1 1/2" DIA.
METAL POSTSTAINLESS STEEL
ANCHOR PLATE BY
MANUFACTURER
+/- 3'-0"
CORE DRILLED POST
INTO CONCRETE
STEP, 6" MIN.; EPOXY
PER MANUFACTURER
RECOMMENDATIONS
CL
5'-9"
4"
2"
CL
R3"
R3
1 4"
4"
4" CHAMFER ALL
TOP EDGES, TYP.
CONT. SELF ADHESIVE EPDM
MORTAR & SHIMS AS NECESSARY
TYPE 1 HORIZONTAL &
VERTICAL CELL VENTS
BACKER ROD &
SEALANT
STONE TYPE 1: FULL VENEER
CIP CONC. STEM WALL, SEE
PLANS
AIR SPACE, TYP.
STONE TYPE1 : CAP5"4"
2"
CL
2'-0"
CIP CONC. STEM WALL
TYPE 1 STONE FULL VENEER,
WHERE APPLICABLE
FIELD DRILL AT LOCATION & ANGLE
AS PER PRECAST COLUMBARIUM
MANUFACTURER, EPOXY
STAINLESS STEEL PIN IN-PLACE
2" SEALANT w/BACKER ROD, CONT. ALONG CAP JOINT.
CONT. SELF
ADHESIVE EPDM
1"
2"
3 8"
4"
CL
DRIP EDGE CONT.
AROUND CAP
FINISH GRADE
2" MORTAR AT BOTTOM ONLY
CONT. SELF ADHESIVE EPDM
THRU WALL FLASHING
MORTAR HAUNCH
TYPE 1 CELL VENT,
(BEYOND) @ EACH JOINT
MORTAR MESH IN 1" AIRSPACE,
FULL HEIGHT OF WALL/COLUMN
SS CONT. METAL TERMINATION BAR
SEALANT
1' -0
" M
IN
DAMP PROOFING TO COVER
UNEXPOSED STONE AND CONC
SURFACES, TYP.
EXPANSION JOINT (TYP.)
THICKENED-EDGE
CONC. PAVEMENT
2" MORTAR AT BOTTOM ONLY
CONT. SELF ADHESIVE EPDM
THRU WALL FLASHING
MORTAR HAUNCH
TYPE 1 CELL VENT,
(BEYOND) @ EACH JOINT
MORTAR MESH IN 1" AIRSPACE,
FULL HEIGHT OF WALL/COLUMN
SS CONT. METAL TERMINATION BAR
SEALANT
1' -0
" M
IN
DAMP PROOFING TO COVER
UNEXPOSED STONE AND
CONC SURFACES, TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
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6:
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Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
SCALE:5
STAIRCASE RAILING DETAIL
3" = 1' (30" x 42" PAPER SIZE) SCALE:6
HANDRAIL POST COVERPLATE DETAIL
3" = 1' (30" x 42" PAPER SIZE)
CC510
JAFJDL
RETAINING WALL DETAILS 2
SCALE:1
RETAINING WALL CAP SETTING SECTION DETAIL , TYP
1-1/2" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:4
RETAINING WALL BASE SECTION
3" = 1'-0"' (30" x 42" PAPER SIZE)SCALE:2
RETAINING WALL CAP SETTING DETAIL
3" = 1'-0"' (30" x 42" PAPER SIZE) SCALE:3
RETAINING WALL
CAP DRIP EDGE DETAIL, TYP.
6" = 1'-0"' (30" x 42" PAPER SIZE)
CC510
CC510
36 46
B
A
C
891011
12131415
16171819
20212223
24252627
28293031
32333435
AFJ
GTI
AFJ
QAW
GTI
TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL REMARKS
AFJ 2 AUTUMN BLAZE FREEMAN MAPLE B&B 2 - 1/2" CAL.
ACER X FREEMANII `JEFFSRED` TM
GTI 2 SUNBURST COMMON HONEYLOCUST B&B 2 - 1/2" CAL.
GLEDITSIA TRIACANTHOS INERMIS `SUNCOLE`
QAW 1 WHITE OAK B&B 2 - 1/2" CAL.
QUERCUS ALBA
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
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Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
KEY MAP
BID DOCUMENTS
Approved: Project Director
N 0 20' 40'
SCALE:1
SECTION 46 IGC PLANTING PLAN
1" = 20' (30" x 42" PAPER SIZE)
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
SILT FENCE
TEMPORARY CONSTRUCTION FENCE
NEW SOD WITH IRRIGATION
1 SHREDDED BARK MULCH WITH IRRIGATION
(MATCH EXISTING ON SITE)
1. ALL DISTURBED AREAS, BEYOND PLANTINGS, SHALL BE
RESTORED/REPLACED IN-KIND
KEY NOTES
GENERAL NOTES
PLANTING SCHEDULE: IGC
LP101
JAFJDL
SECTION 46 IGC PLANTING PLAN
37 46
NWL
GTI
MVI
PGD
EFC
UPD
UPD
EFC
CKF
BTM
CKF
BTM
RAG
RAG
VMB
AGA
AGA
PGD
TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL HT REMARKS
AGA 4 AUTUMN BRILLIANCE APPLE SERVICEBERRY B&B 2 - 1/2" CAL.
AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`
GTI 2 SUNBURST COMMON HONEYLOCUST B&B 2 - 1/2" CAL.
GLEDITSIA TRIACANTHOS INERMIS `SUNCOLE`
MVI 7 SWEET BAY B&B 8` HT. MIN. 1-1/2" CAL. LEADERS; NO BRANCHES BELOW 36"
MAGNOLIA VIRGINIANA HT.
PGD 6 BLACK HILLS SPRUCE B&B 6` HT.
PICEA GLAUCA `DENSATA`
UPD 2 DYNASTY LACEBARK ELM B&B 2 - 1/2" CAL. NO `V` CROTCHES; SINGLE, STRAIGHT LEADER
ULMUS PARVIFOLIA `DYNASTY`
SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT REMARKS
BTM 17 CABERNET JAPANESE BARBERRY 5 GAL. MIN. 5 CANES @ 12" HT.
BERBERIS THUNBERGII `MORETTI SELECT` TM
EFC 2 CANADALE GOLD EUONYMUS 5 GAL. MIN. 5 CANES @ 12" HT.
EUONYMUS FORTUNEI `CANADALE GOLD`
RAG 24 GRO-LOW FRAGRANT SUMAC 5 GAL.
RHUS AROMATICA `GRO-LOW`
PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT REMARKS
CKF 7 KARL FOERSTER FEATHER REED GRASS 5 GAL.
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`
NWL 16 WALKERS LOW CATMINT 3 GAL.
NEPETA X FAASSENII `WALKERS LOW`
VMB 164 BOWLES COMMON PERIWINKLE 1 GAL. MIN. 12" LEADER
VINCA MINOR `BOWLES`
PLANT SCHEDULE COLUMBARIUM
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 la c ad fi le s\ _0 sh ee ts
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\1
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dw jfa hr en ka m d:
3/ 9/
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6:
P
M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
KEY MAP
BID DOCUMENTS
Approved: Project Director
N 0 10' 20'
SCALE:1
COLUMBARIUM PLANTING PLAN
1" = 10' (30" x 42" PAPER SIZE)
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
SILT FENCE
TEMPORARY CONSTRUCTION FENCE
FLOWER WATERING
STATION
ROOT BARRIER
6' BENCH
NEW SOD WITH IRRIGATION
SHREDDED BARK MULCH WITH IRRIGATION
(MATCH EXISTING ON SITE)
SPADE EDGE
1. ALL DISTURBED AREAS, BEYOND PLANTINGS, SHALL BE
RESTORED/REPLACED IN-KIND
KEY NOTES
GENERAL NOTES
PLANTING SCHEDULE: COLUMBARIUM
LP102
JAFJDL
COLUMBARIUM PLANTING PLAN
2"
CENTER TREE IN HOLE, UPRIGHT
SINGLE STRAIGHT LEADER TREE TIE SECURED TO STAKE. SECURE TO
TREE WITH ANTI-CHAFFING MATERIAL. ALLOW
FOR MOVEMENT OF TREE.
WRAP TREE WITH TREE WRAPPING
MATERIAL AS SPECIFIED TO 1ST
BRANCH
5' MIN. CLEAR AT EDGE OF TRUNK
(EDGE OF GROUNDCOVERS AT FULL
MATURITY, WALK EDGE, ALL CURBS
OR TURF AREA)
(2) TREE STAKES DRIVEN A MIN. 2' BELOW
GRADE (NW & SE)
3" DEPTH SHREDDED BARK
MULCH
4" HEIGHT TAMPED WATER BASIN
AT EDGE OF PLANTING PITFINISHED GRADE
PLANTING SOIL
MOUND MIN. 6"
UNDISTURBED OR
COMPACTED SOIL
AFTER EXPOSING TREE ROOT FLAIR,
PLANT SO ROOT FLAIR IS AT 2" ABOVE
ADJACENT FINISH GRADE
NOTES:
- KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM
- SEE PLANT SCHEDULE FOR O.C. SPACING, IF APPLICABLE
3X ROOTBALL
DIAMETER
NORTH
PREVAILING
WINDS
SOUTH
PREVAILING
WINDS
TREE TIE
SECURED TO
STAKE. SECURE
TO TREE WITH
ANTI-CHAFFING
MATERIAL. ALLOW
FOR MOVEMENT
OF TREE.
(2) TREE
STAKES DRIVEN
A MIN. 2' BELOW
GRADE (N & S)
PLAN VIEW OF TREE STAKING
NOT TO SCALE
3X R O
O
TBALL
SHREDDED BARK
MULCH
LAWN
FERTILIZER PLANT TAB
FERTILIZER PLANT TAB
2"
UNDISTURBED OR
COMPACTED SOIL
PLANTING SOIL
MOUND MIN. 6"
FINISHED GRADE
LAWN OR PLANTING BED EDGE (SPADE
EDGE IN ALL LAWN AREAS)
5' MIN. CLEAR AT EDGE OF TRUNK
(EDGE OF GROUNDCOVERS AT FULL
MATURITY, WALK EDGE, ALL CURBS
OR TURF AREA)
4" HEIGHT TAMPED WATER BASIN AT
EDGE OF EARTH SAUCER
TREE TIE SECURED TO (3)
DUCKBILL ANCHOR WITH
TURNBUCKLE. SECURE TO TREE
WITH ANTI-CHAFFING MATERIAL.
ALLOW FOR MOVEMENT OF TREE.
3" DEPTH SHREDDED
BARK MULCH
SINGLE STRAIGHT
LEADER
CENTER TREE IN
HOLE, UPRIGHT
AFTER EXPOSING TREE
ROOT FLAIR, PLANT SO
ROOT FLAIR IS AT 2" ABOVE
ADJACENT FINISH GRADE
NORTH
PREVAILING
WINDS
SOUTH
PREVAILING
WINDS
PLAN VIEW OF TREE STAKING
NOT TO SCALE
3X R O
O
TBALL
SHREDDED
BARK MULCH
LAWN
TREE TIE SECURED
TO DUCKBILL
ANCHOR WITH
TURNBUCKLE.
SECURE TO TREE
WITH ANTI-CHAFFING
MATERIAL. ALLOW
FOR MOVEMENT OF
TREE.
NOTES:
- KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM
- SEE PLANT SCHEDULE FOR O.C. SPACING, IF APPLICABLE
3X ROOTBALL
DIAMETER
FERTILIZER PLANT TAB
FERTILIZER PLANT TAB
MIN.
6"
1"
UNDISTURBED OR COMPACTED SOIL
PLANTING SOIL
LINE OF PLANTING PIT WHEN PLANTED
INDIVIDUALLY
UNDISTURBED OR COMPACTED SOIL
3" DEPTH SHREDDED
BARK MULCH
NOTE:
- KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM
- SEE PLANT SCHEDULE FOR O.C. SPACING, IF APPLICABLE
NOTE:
- KEEP MULCH APPX.
3" OFF PLANT
TRUNK OR STEM
- SEE PLANT
SCHEDULE FOR
O.C. SPACING, IF
APPLICABLE
O.C.SPACING
0.
C
SP
AC
IN
G
EDGE OF GROUNDCOVER
AREA/WALK EDGE
2' CLEAR, MIN. AT FULL MATURITY.
(EDGE OF GROUND COVER AREA,
WALK EDGE, ALL CURBS OR TURF
AREA.
TRIANGULAR SPACE,
AT SPECIFIED O.C.
DISTANCE - EQUIDISTANT
PLANT CENTER
SHREDDED BARK MULCH
ROOTBALL
PLANTING SOIL
NATIVE SOIL
MIN.
6"
1"
PLANTING SOIL
3" DEPTH SHREDDED
BARK MULCH
PAVED SURFACE, OR LAWN
UNDISTURBED OR COMPACTED SOIL
NOTE:
- KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM
- SEE PLANT SCHEDULE FOR O.C. SPACING, IF APPLICABLE
CENTER TREE IN HOLE, UPRIGHT
SINGLE STRAIGHT LEADER
TREE TIE SECURED TO STAKE.
SECURE TO TREE WITH
ANTI-CHAFFING MATERIAL. ALLOW
FOR MOVEMENT OF TREE.
WRAP TREE WITH TREE
WRAPPING MATERIAL AS
SPECIFIED TO 1ST BRANCH
(3) TREE STAKES DRIVEN
A MIN. 2' BELOW GRADE
3" DEPTH MULCH
4" HEIGHT TAMPED WATER BASIN
AT EDGE OF PLANTING PITFINISHED GRADE
PLANTING SOIL
UNDISTURBED OR
COMPACTED SOIL
PLANT AT GRADE AT
WHICH IT WAS GROWN
TREE TIE SECURED
TO STAKE. SECURE
TO TREE WITH
ANTI-CHAFFING
MATERIAL. ALLOW
FOR MOVEMENT OF
TREE.
(3) TREE STAKES
DRIVEN A MIN. 2'
BELOW GRADE
(EVENLY SPACED)
PLAN VIEW OF TREE STAKING
NOT TO SCALE
HARDWOOD
MULCH
LAWN
NOTES:
- KEEP MULCH APPX. 3" OFF PLANT TRUNK OR STEM
- TRANSPLANTED PLANTINGS SHALL FOLLOW ROOTBALL SIZE A
RECOMMENDED IN ANSI 260.1-2014
- SEE SPECIFICATION SECTION 32 96 00 FOR TRANSPLANTING
REQUIREMENTS
2X ROOTBALL
DIAMETER
TURNBUCKLE
CENTERED ON
GUYING FOR
STRAIGHTENING (EA.
GUYING MATERIAL)
TURNBUCKLE CENTERED
ON GUYING FOR
STRAIGHTENING (EA.
GUYING MATERIAL)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
A
Fi le
P at h:
y
:\1
\1 v a nc a da yt on n c\ _0 la c ad fi le s\ _0 sh ee ts
\p ha se
\1
_l p-pl an tin g.
dw jfa hr en ka m d:
3/ 9/
:2 lo t:3 /9
/2
6:
P
M
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj #
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of --
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
BID DOCUMENTS
Approved: Project Director
SCALE:3
EVERGREEN TREE PLANTING
N.T.S.
SCALE:2
DECIDUOUS TREE PLANTING
N.T.S.
SCALE:4
DECIDUOUS SHRUB PLANTING
N.T.S.
SCALE:5
EVERGREEN SHRUB PLANTING
N.T.S.
SCALE:1
PLANT BED SPACING (TYP.)
N.T.S.
SCALE:7
TREE PROTECTION DETAIL
NTS
ZONE A
DIA=1/2X
ZONE B; DIA=X
ZONE C; DIA=2X
PLAN VIEW
ELEVATION
VIEW
FENCING/ROOT PROTECTION
4' HIGH FENCING SHALL BE PROVIDED AND MAINTANED AT THE
DRIPLINE OF EACH TREE OR AROUND A GROUP OF TREES AT THE
DRIPLINE OF OUTSIDE TREES.
RE APPROVAL IS REQUIRED FOR USE/ACCESS WITHIN ZONE B.
PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION
FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B AT ALL
TIMES.
* SURFACE PROTECTION MEASURES
1. MULCH LAYER, @ 6"-8"DEPTH
2. 3/4" PLYWOOD
3. STEEL PLATES
X
TRENCHING / EXCAVATION
ZONE A (CRITICAL ROOT ZONE)
[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 0.5]
1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC
INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT
DAMAGE
2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN DIAMETER
REQUIRES AN ENGINEER'S APPROVAL
3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET BELOW
GRADE OR DEEPER
ZONE B (DRIPLINE)
[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]
1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF
MATERIALS SUBJECT TO RE APPROVAL
2. SURFACE PROTECTION MEASURES REQUIRED
TRENCHING ALLOWED AS FOLLOWS:
- EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER
MAY BE REQUIRED
- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A (CRITICAL
ROOT ZONE) MAINTAIN 2/3 OR MORE OF ZONE B (DRIPLINE) IN
UNDISTURBED CONDITION
3. TUNNELLING MAY BE REQUIRED FOR TRENCHES DEEPER
THAN 3 FOOT
4. USE OF PNEUMATIC AIR WAND AND EXCAVATION MAY BE
CONSIDERED WHERE THE TRENCH DEPTH DOES NOT EXCEED
4 FEET
ZONE C (ABSORBING ROOT ZONE)
[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 2.0]
1. OPERATION OF HEAVY EQUIPMENT AND OR STOCKPILING OF
MATERIALS SUBJECT TO RE APPROVAL
2. SURFACE PROTECTION MEASURES MAY BE REQUIRED AND IS
TO BE DETERMINED BY RE
TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS:
- MINIMIZE TRENCH WIDTH
- MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED
CONDITION
- OR AS SPECIFIED BY RE
SCALE:6
TRANSPLANTING SECTION (TYP.)
NTS
LP501
JAFJDL
PLANTING DETAILS
39 46
POC 1
NOTE: MAINLINE DRAWN FOR CLARITY.
TO BE LOCATED IN TURF AREAS - TYPICAL
4 10.4 1"
5 9.75 1"
7 14.3 1"
117.80 1"
158.32 1"
3"
CONTRACTOR TO CONNECT NEW COMM.
CABLE (TWO-WIRE) TO EXISTING COMM.
CABLE - COLOR TO MATCH EXISTING (BLUE)CONTRACTOR TO CONNECT NEW COMM.
CABLE (TWO-WIRE) TO EXISTING COMM.
CABLE - COLOR TO MATCH EXISTING
(BLUE)
3"
1 6.00 1"
2 8.32 1"
3 5.80 1"
6 1.96 1"
8 3.60 1"
9 1.96 1"
10 4.70 1"
148.00 1"
PULL BOX WITH PRV AND GATE VALVE -
SEE MECHANICAL PLAN
FWS
SUPPLY
FWS VALVE LOCATION
122.00 1"
1312.6 1"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird 1812-PRS w/ 5 Series MPR Nozzles 88 Turf Spray 12.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator. 1/2" NPT Female Threaded Inlet.
Rain Bird 1812-PRS w/ 10 Series MPR Nozzles 28 Turf Spray 12.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator. 1/2" NPT Female Threaded Inlet.
Rain Bird 1804-PRS w/ 12 Series MPR 42 Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator. 1/2" NPT Female Threaded Inlet.
Rain Bird 1804-PRS w/ MP2000 Nozzles 30 Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator 1/2". NPT Female Threaded Inlet.
Rain Bird 1804-PRS w/ 5 Series MPR Stream Bubbler Nozzles 14 Turf Spray 4.0" Pop-Up Sprinkler with Co-Molded Wiper Seal and Pressure Regulator 1/2". NPT Female Threaded Inlet.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird 5004-+-XX-R-SS w/ #35 MPR Nozzles 33 Turf Rotor, 4.0" Pop-Up, Stainless Steel Riser, Pressure Regulatort, MPR nozzles.
Rain Bird 8005-XX-SS 37 Turf Rotor, 5.0" Pop-Up, Stainless Steel Riser, Standard Nozzle. With Seal-A-Matic Check Valve, Adjustable 50-330 arc, and 360 Non-Reversing Full-Circle. 1" NPT Female Threaded Inlet. Contractor To Field Nozzle To Match Precipitation Rate.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
Rain Bird PESB w/ Toro SB-DAC-1 Decoders 21 1" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration.
Rain Bird PESB-PRS-D w/ Toro SB-DAC-1 Decoders 8 1-1/2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. With Pressure Regulating Module.
AquaFuse Controlflo Gate Valve w/ HDPE Extensions 6 for Isolation of Mainline - Line Sized Harco 90° Isolation Valve for Isolation of Laterals
Rain Bird 5-RC - Match Existing 11 1" Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Thermoplastic Rubber Cover, and 1-Piece Body
Toro SBAPS1U 1 Toro Sentinel Two-Wire Field Satellite. Tuned to existing R.F.
with FCC site survey by servicing authorized dealer. Coordinate 120vac satellite power with existing control package.
Existing Toro Central 1 With Upgraded Cell Card - Verizon (Complete) Jet Pack 8800L WiFi Hot Spot & All RElated Soft/Hardware To Operate The Central. Furthermore Existing Pump Station To Be Part Of Site R.F. Survey To Communicate Directly To Central Computer.
Existing Booster Station 1 With Watertronics Panel Upgrade - 5 Year Cell/Cloud Service Integrated To Existing Central Computer (#RET-HC(V)-68-2m/1pm)
Paige Wire 36" Ground Plate and Assembly w/ Surge Protector 2 As Per Manufacture's Recommendations
Point of Connection - Connect with E.F. or Butt Fusion 2 Connection
Irrigation Lateral Line: PVC Class 200 SDR 21 (1" - 2-1/2") 4,013 l.f.
All 1" Unless Otherwise Noted On Plan
Irrigation Mainline: HDPE 4710 DR11 1,320 l.f.
Pipe Sleeve: HDPE 4710 DR11 100.9 l.f.
Note: All Quantities Are For Reference Only. Contractor Responsible For Actual Bid Counts.
POC #
Valve Number
Valve Size
Valve Flow (Aprx. GPM)
Valve Callout
C
CC
BS
LEGEND
CC EC
SITE IRRIGATION PLAN
IR101
NORTH
0 feet20
1" = 10'
10 30
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
Fi le
P at h:
z
:\c ol e' s pr oj ec ts
\d ay to n nc \d ay to n nc ir r 0
3-
-2
1.
dw ns n d:
3/
/2
2:
P
M lo t:3
/1 0/
:2
PM
Office of Design and Construction
Services
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15830
DAYTON NATIONAL CEMETERY
GRAVESITE EXPANSION
810CM3029
44 WEST THIRD STREET, DAYTON OHIO 45428
BID DOCUMENTS
Date: Dwg. of 5
IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:
IMEG
2882 106TH STREET,
DES MOINES, IA 50322
515-334-9906
TODD BARRETT
EC DESIGN
400 5TH STREET,
WEST DES MOINES, IA 50265
515-225-6365
ERIK CHRISTIANSEN
TERRACON
611 LUNKEN PARK DR,
CINCINNATI, OH 45226
513-321-5816
JEFFREY DUNLAP
CPMI
1001 GRAND AVENUE, SUITE 201
WEST DES MOINES, IA 50265
515-244-1166
BRYAN BERTRAND MARCH 12, 2021
Gettysburg Avenue Gettysburg Avenue
HAW
AII PLACE
Wisconsin Avenue
Pe nn sy lva ni a
Av en ue
New Mexico Place
Ohio Av en ue
SECTION 15
SECTION 13
SECTION 12
SECTION 17
SECTION 19B SECTION 19A
SECTION 19
SECTION 6 SECTION 5 SECTION 2
SECTION A
SECTION G
SECTION I
SECTION R
SECTION 18B
MEMORIAL
SECTION
A
MEMORIAL
SECTION
B
MEMORIAL
SECTION C
SECTION 9 SECTION8 SECTION 7
SECTION 14
SECTION 16
SECTION 18
SECTION 4 SECTION 3
SECTION 1
SECTION 11
CIVILIAN SECTION
SECTION 18C
SECTION P
SECTION Q
SECTION 10
SECTION N
SECTION M
SECTION L
SECTION K SECTION H
SECTION F SECTION E
SECTION D
SECTION C
SECTION B
SECTION S
SECTION I
OP
OQ
O
O
O
O
SECTION 20
SECTION 25
SECTION 21
SECTION 24
SECTION 26
SECTION 37 SECTION 36
SECTION 38
SECTION 39
SECTION 40
SECTION 41
SECTION 42
SECTION 28
SECTION 27
SECTION 29
SECTION 30
SECTION 31
SECTION 33
SECTION 34
SECTION 35
SECTION 32
KEY MAP
BID DOCUMENTS
Approved: Project Director A S I C
PROFESSIONAL
IRRIGATION
CONSULTANT 4640
File details come from the government source that posted it. Updated .