36C78619B0016-008.pdf
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36C78619B0016 904CM3031 Santa Fe NC Drawings 3-29-19_Part5.pdf
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NTS
TYPICAL RETAINING WALL @ COLUMBARIUM
NTS
TYPICAL RETAINING WALL @ COLUMBARIUM 8
NTS
TYPICAL RETAINING WALL @ PILASTER COLUMN
NTS
SECTIONAL PLAN VIEW @ PILASTER COLUMN
NTS
SECTIONAL PLAN VIEW @ PILASTER COLUMN
NTS
SECTIONAL PLAN VIEW @ PILASTER COLUMN
7NTS
RETAINING WALL SECTION @ EAST STAIRS
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
828-315-9962
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
GRAVESITE EXPANSION
904CM3031
March 29, 2019
Note: Protect all existing gravesites and grave markers
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
STRUCTURAL DETAILS 2
WTH TLR
S-502
AutoCAD SHX Text
SLOPE TO DRAIN AWAY FROM WALL
AutoCAD SHX Text
SEE PLAN VIEW TOW
AutoCAD SHX Text
COLUMBARIUM RETAINING WALL AT BACK OF NICHE UNIT.
AutoCAD SHX Text PRE-CAST CONCRETE NICHE UNIT. (5 UNITS H X 8 UNITS W), TYPICAL. REFERENCE LANDSCAPE DWG'S FOR SIZES, ANCHORAGE AND LOCATIONS.
AutoCAD SHX Text
SIDEWALK PAVING, AS SPECIFIED
AutoCAD SHX Text 4" PERFORATED DRAIN PIPE, AT COLUMN, WRAP AROUND BELOW SIDEWALK, DRAIN TO EDGES OF SITE 1% MIN. SLOPE.
AutoCAD SHX Text 12" WIDE x 12" DEEP PEA GRAVEL STRIP. SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text
BITUMINOUS DAMP PROOFING
AutoCAD SHX Text GROUT SPACE IN FRONT OF DRAIN BOARD SOLID. MIRADRAIN 2000 OR APPROVED EQUAL. SEE LANDSCAPE DRAWINGS
AutoCAD SHX Text INSTALL VENEER STONE 6" MIN. BELOW GRADE OF GRAVEL TO COVER ALL EXPOSED CONCRETE SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text
12" MAX. EXPOSED VENEER
AutoCAD SHX Text
CUT STONE COPING, SEE LANDSCAPE DWG'S
AutoCAD SHX Text
CONTINUOUS CONCRETE DRAIN PAN. REFER 8/C501
AutoCAD SHX Text
#7 DOWEL @ 12" C.C.
AutoCAD SHX Text
#4 HOOK W/ 12" HORZ. LEG @ 12" C.C EXTEND 6" INTO FTG
AutoCAD SHX Text
#7 DOWEL @ 12" C.C. 3'-0" MIN LAP.
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2x6 CONT. KEYWAY
AutoCAD SHX Text #4 HOOK w/ 12" VERT. LEG @ 12" C.C. EXTEND 6" INTO WALL12" C.C. EXTEND 6" INTO WALL
AutoCAD SHX Text
SEE PLAN VIEW TOF
AutoCAD SHX Text
#5 HOOK @ 12" C.C.
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text
SOILED FORMED KEYWAY
AutoCAD SHX Text
4" PERFORATED PVC FOUNDATION DRAIN
AutoCAD SHX Text
12" OF 3/4" CLEAN ROCK PER GEOTECH REPORT
AutoCAD SHX Text
WRAP STONE IN DRAINAGE FABRIC
AutoCAD SHX Text
REFER TO 10/S-501 FOR SUBGRADE PREPERATION, PER THE GEOTECH REPORT
AutoCAD SHX Text
SLOPE TO DRAIN AWAY FROM WALL
AutoCAD SHX Text
SEE PLAN VIEW TOW
AutoCAD SHX Text
COLUMBARIUM RETAINING WALL AT BACK OF NICHE UNIT.
AutoCAD SHX Text PRE-CAST CONCRETE NICHE UNIT. (5 UNITS H X 8 UNITS W), TYPICAL. REFERENCE LANDSCAPE DWG'S FOR SIZES, ANCHORAGE AND LOCATIONS.
AutoCAD SHX Text
SIDEWALK PAVING, AS SPECIFIED
AutoCAD SHX Text 4" PERFORATED DRAIN PIPE, AT COLUMN, WRAP AROUND BELOW SIDEWALK, DRAIN TO EDGES OF SITE 1% MIN. SLOPE.
AutoCAD SHX Text 12" WIDE x 12" DEEP PEA GRAVEL STRIP. SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text
BITUMINOUS DAMP PROOFING
AutoCAD SHX Text GROUT SPACE IN FRONT OF DRAIN BOARD SOLID. MIRADRAIN 2000 OR APPROVED EQUAL. SEE LANDSCAPE DRAWINGS
AutoCAD SHX Text INSTALL VENEER STONE 6" MIN. BELOW GRADE OF GRAVEL TO COVER ALL EXPOSED CONCRETE SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text
12" MAX. EXPOSED VENEER
AutoCAD SHX Text
CUT STONE COPING, SEE LANDSCAPE DWG'S
AutoCAD SHX Text
#7 DOWEL @ 12" C.C.
AutoCAD SHX Text
#4 HOOK W/ 12" HORZ. LEG @ 12" C.C EXTEND 6" INTO FTG
AutoCAD SHX Text
#7 DOWEL @ 12" C.C. 3'-0" MIN LAP.
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2x6 CONT. KEYWAY
AutoCAD SHX Text #4 HOOK w/ 12" VERT. LEG @ 12" C.C. EXTEND 6" INTO WALL12" C.C. EXTEND 6" INTO WALL
AutoCAD SHX Text
#5 HOOK @ 12" C.C.
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text
SOILED FORMED KEYWAY
AutoCAD SHX Text
4" PERFORATED PVC FOUNDATION DRAIN
AutoCAD SHX Text
12" OF 3/4" CLEAN ROCK PER GEOTECH REPORT
AutoCAD SHX Text
WRAP STONE IN DRAINAGE FABRIC
AutoCAD SHX Text
REFER TO 10/S-501 FOR SUBGRADE PREPERATION, PER THE GEOTECH REPORT
AutoCAD SHX Text GROUT SPACE IN FRONT OF DRAIN BOARD SOLID. MIRADRAIN 2000 OR APPROVED EQUAL. SEE LANDSCAPE DRAWINGS
AutoCAD SHX Text INSTALL VENEER STONE 6" MIN. BELOW GRADE OF GRAVEL TO COVER ALL EXPOSED CONCRETE SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text 6" WIDE x 8" DEEP PEA GRAVEL STRIP. SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text 4" PERFORATED DRAIN PIPE, AT COLUMN, WRAP AROUND BELOW SIDEWALK, DRAIN TO EDGES OF SITE 1% MIN. SLOPE.
AutoCAD SHX Text
SEE PLAN VIEW TOF
AutoCAD SHX Text
SLOPE TO DRAIN AWAY FROM WALL
AutoCAD SHX Text
COLUMBARIUM RETAINING WALL AT BACK OF NICHE UNIT.
AutoCAD SHX Text
SIDEWALK PAVING, AS SPECIFIED
AutoCAD SHX Text 12" WIDE x 12" DEEP PEA GRAVEL STRIP. SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text
BITUMINOUS DAMP PROOFING
AutoCAD SHX Text INSTALL VENEER STONE 6" MIN. BELOW GRADE OF GRAVEL TO COVER ALL EXPOSED CONCRETE SEE LANDSCAPING DRAWINGS
AutoCAD SHX Text
CUT STONE COPING, SEE LANDSCAPE DWG'S
AutoCAD SHX Text
#7 DOWEL @ 12" C.C.
AutoCAD SHX Text
#7 DOWEL @ 12" C.C. 3'-0" MIN. LAP
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2x6 CONT. KEYWAY
AutoCAD SHX Text
#5 HOOK @ 12" C.C.
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text
SOILED FORMED KEYWAY
AutoCAD SHX Text 12" CMU GROUT CELLS w/ REINFORCING SOLID
AutoCAD SHX Text 4" CMU GROUT CELLS w/ REINFORCING SOLID
AutoCAD SHX Text STONE VENEER TO COVER ALL EXPOSED SURFACES OF CMU AND CONCRETE REF. LANDSCAPING DRAWINGS
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CMU HORIZ. JT. REINF. 1'-4" VERTICALLY
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CORRUGATED VENEER ANCHORS 1'-4" VERTICALLY
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CMU HORIZ. JT. REINF. 1'-4" VERTICALLY
AutoCAD SHX Text 8" CMU GROUT CELLS w/ REINFORCING SOLID
AutoCAD SHX Text
CMU BEYOND
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#5 REBAR - SEE PLAN VIEW FOR LOCATIONS
AutoCAD SHX Text S-502
AutoCAD SHX Text
AutoCAD SHX Text S-502
AutoCAD SHX Text
AutoCAD SHX Text
SEE SECTIONAL PLAN VIEW 5/S-502 FOR SECTIONS ABOVE PRECAST NICHE
AutoCAD SHX Text #5 REBAR w/ 40" LEG x 12" LEG 2'-8" MIN. LAP
AutoCAD SHX Text
CONTINUOUS CONCRETE DRAIN PAN. REFER 8/C501
AutoCAD SHX Text
12" OF 3/4" CLEAN ROCK PER GEOTECH REPORT
AutoCAD SHX Text S-502
AutoCAD SHX Text
AutoCAD SHX Text S-502
AutoCAD SHX Text
AutoCAD SHX Text GROUT SPACE IN FRONT OF DRAIN BOARD SOLID. MIRADRAIN 2000 OR APPROVED EQUAL. SEE LANDSCAPE DRAWINGS
AutoCAD SHX Text
4" PERFORATED PVC FOUNDATION DRAIN
AutoCAD SHX Text
REFER TO 10/S-501 FOR SUBGRADE PREPERATION, PER THE GEOTECH REPORT
AutoCAD SHX Text
SEE PLAN VIEW TOF
AutoCAD SHX Text 4" PERFORATED DRAIN PIPE, AT COLUMN, WRAP AROUND BELOW SIDEWALK, DRAIN TO EDGES OF SITE 1% MIN. SLOPE.
AutoCAD SHX Text
WRAP STONE IN DRAINAGE FABRIC
AutoCAD SHX Text
SEE PLAN VIEW TOW
AutoCAD SHX Text
FENCING. REFER TO SITE PLAN C-101
AutoCAD SHX Text
FENCING. REFER TO SITE PLAN C-101
AutoCAD SHX Text
PRECAST NICHE
AutoCAD SHX Text
PRECAST NICHE
AutoCAD SHX Text 12" CMU CUT TO FIT IF REQ'D. GROUT CELLS w/ REBAR SOLID
AutoCAD SHX Text
4" CMU
AutoCAD SHX Text
PRECAST NICHE
AutoCAD SHX Text
PRECAST NICHE
AutoCAD SHX Text 12" CMU CUT TO FIT AS REQ'D. GROUT CELLS w/ REBAR SOLID
AutoCAD SHX Text
STONE VENEER
AutoCAD SHX Text 8" CMU CUT TO FIT AS REQ'D. GROUT CELLS w/ REBAR SOLID
AutoCAD SHX Text
COLUMBARIUM RETAINING WALL AT BACK OF NICHE UNIT.
AutoCAD SHX Text
COLUMBARIUM RETAINING WALL AT BACK OF NICHE UNIT.
AutoCAD SHX Text
STONE VENEER
AutoCAD SHX Text 8" CMU CUT TO FIT AS REQ'D. GROUT CELLS w/ REBAR SOLID
AutoCAD SHX Text
COLUMBARIUM RETAINING WALL AT BACK OF NICHE UNIT.
AutoCAD SHX Text
CONCRETE BASE BELOW
AutoCAD SHX Text
CONCRETE BASE BELOW
AutoCAD SHX Text
CONCRETE BASE BELOW
AutoCAD SHX Text 12" CMU CUT TO FIT AS REQ'D. GROUT CELLS w/ REBAR SOLID
AutoCAD SHX Text 4" PERFORATED PVC FOUNDATION DRAIN, ROUTE DRAIN AROUND NORTH SIDE OF STAIRS CONNECT TO LOWER FOUNDATION DRAIN ON EAST SIDE OF STAIRS
AutoCAD SHX Text
ON-SITE BACKFILL PER GEOTECH REPORT
AutoCAD SHX Text
COMPACTED GRANULAR ENG. FILL, SEE GEOTECH REPORT
AutoCAD SHX Text
#5 DOWELS @ 12" C.C.
AutoCAD SHX Text
SEE PLAN VIEW TOF
AutoCAD SHX Text
#5 REBAR @ 12" C.C.
AutoCAD SHX Text
12" OF 3/4" CLEAN ROCK PER GEOTECH REPORT
AutoCAD SHX Text
BITUMINOUS DAMPPROOFING
AutoCAD SHX Text
WRAP STONE IN DRAINAGE FABRIC
AutoCAD SHX Text
REFER TO 10/S-501 FOR SUBGRADE PREPERATION, PER THE GEOTECH REPORT
AutoCAD SHX Text
FINISH GRADE SEE CIVIL DRAWINGS
AutoCAD SHX Text
4" PERFORATED PVC FOUNDATION DRAIN, ROUTE TO COLUMBARIUM 8 FOUNDATION DRAIN
AutoCAD SHX Text
ON-SITE BACKFILL PER GEOTECH REPORT
AutoCAD SHX Text
COMPACTED GRANULAR ENG. FILL, SEE GEOTECH REPORT
AutoCAD SHX Text
#5 DOWELS @ 12" C.C.
AutoCAD SHX Text
SEE PLAN VIEW TOF
AutoCAD SHX Text
#5 REBAR @ 12" C.C.
AutoCAD SHX Text
12" OF 3/4" CLEAN ROCK PER GEOTECH REPORT
AutoCAD SHX Text
BITUMINOUS DAMPPROOFING
AutoCAD SHX Text
WRAP STONE IN DRAINAGE FABRIC
AutoCAD SHX Text
REFER TO 10/S-501 FOR SUBGRADE PREPERATION, PER THE GEOTECH REPORT
AutoCAD SHX Text
CONCRETE MOW STRIP
AutoCAD SHX Text
FENCING. REFER TO SITE PLAN C-101
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text www.highmesacg.com
AutoCAD SHX Text 6010-B Midway Park Blvd. NE Midway Park Blvd. NEMidway Park Blvd. NEidway Park Blvd. NE Park Blvd. NEPark Blvd. NEark Blvd. NE Blvd. NEBlvd. NElvd. NE NENE
AutoCAD SHX Text Albuquerque, New Mexico 87109lbuquerque, New Mexico 87109 New Mexico 87109New Mexico 87109ew Mexico 87109 Mexico 87109Mexico 87109exico 87109 8710987109
AutoCAD SHX Text Fax: 505.345.4254ax: 505.345.4254 505.345.4254505.345.4254
AutoCAD SHX Text Phone: 505.345.4250hone: 505.345.4250 505.345.4250505.345.4250
AutoCAD SHX Text Engineers, Surveyors & Subsurface Utility Consultantsngineers, Surveyors & Subsurface Utility Consultants Surveyors & Subsurface Utility ConsultantsSurveyors & Subsurface Utility Consultantsurveyors & Subsurface Utility Consultants & Subsurface Utility Consultants& Subsurface Utility Consultants Subsurface Utility ConsultantsSubsurface Utility Consultantsubsurface Utility Consultants Utility ConsultantsUtility Consultantstility Consultants ConsultantsConsultantsonsultants
B
B
A
A
S-503
COLUMBARIUM STRUCTURAL
DETAILS 1 OF 2
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040
Atriax Pllc 102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
GRAVESITE EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144
(770) 421-3400
CP HS
S-503
JV 2
AutoCAD SHX Text
#6@12" O.C. MAX
AutoCAD SHX Text
#5@12" O.C. (TYP.)
AutoCAD SHX Text
#5 TIES @12" O.C. MAX
AutoCAD SHX Text
#5 TIES @12" O.C. MAX
AutoCAD SHX Text
REF. CIVIL DWGS FOR QUANTITY OF NICHES HIGH (TYP)
AutoCAD SHX Text
T/WALL ELEV REF CIVIL
AutoCAD SHX Text
T/WALL ELEV REF CIVIL
AutoCAD SHX Text
T/SIDEWALK ELEV VARIES
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
T/SIDEWALK ELEV VARIES
AutoCAD SHX Text
1/2" X 7" S.S. ANCHOR BOLT SEECIVIL FOR ADDITIONAL INFO (TYP)
AutoCAD SHX Text
FOOTING EXTENSION, POUR MONOLITHICALLY EXTEND REINF. AND ADD (3)-#5 CONT.
AutoCAD SHX Text
#6@12" O.C. MAX
AutoCAD SHX Text
#5@12" O.C. (TYP.)
AutoCAD SHX Text
#5 TIES @12" O.C. MAX
AutoCAD SHX Text
HORIZONTAL LADDER-TYPE TIES @ 16"O.C. (TYP.)
AutoCAD SHX Text
#5 DOWELS @32" O.C. MAX IN FULLY GROUTED CELLS (TYP.)
AutoCAD SHX Text
#5 BARS @32" O.C. MAX IN FULLY GROUTED CELLS (TYP.)
AutoCAD SHX Text
#5 DOWELS @ 32" O.C. MAX IN FULLY GROUTED CELLS
AutoCAD SHX Text
8" CMU BLOCK
AutoCAD SHX Text
12" CMU BLOCK
AutoCAD SHX Text
STONE VENEER
AutoCAD SHX Text
ROUGHEN CONCRETE SURFACE
AutoCAD SHX Text
T/WALL ELEV REF CIVIL
AutoCAD SHX Text
T/SIDEWALK ELEV VARIES
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
T/SIDEWALK ELEV VARIES
AutoCAD SHX Text
T/WALL ELEV REF CIVIL (AT MOST LOCATIONS)
AutoCAD SHX Text
FOOTING EXTENSION, POUR MONOLITHICALLY EXTEND REINF. AND ADD (2)-#5 CONT.
AutoCAD SHX Text
6" THICK CAST IN PLACE CONCRETE WALL
AutoCAD SHX Text
LIMESTONE TOP CAP
AutoCAD SHX Text
3" THICK PRECAST CONCRETE
AutoCAD SHX Text 12" X 3" STAINLESS THREADED STEEL ANCHOR, ATTACHED WITH EPOXY-4 PER PRECAST PANEL
AutoCAD SHX Text #5@12" O.C. E.W.
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#5@12" O.C. E.W. (TYP)
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#5@12" O.C. E.W. (TYP)
AutoCAD SHX Text
T/SIDEWALK ELEV VARIES
AutoCAD SHX Text
T/CAP REF CIVIL
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#6 @ 12" O.C. MAX
AutoCAD SHX Text
#5 @ 12" O.C. THUS:
AutoCAD SHX Text
#5 TIES @12" O.C. MAX
AutoCAD SHX Text
REF. CIVIL DWGS FOR QUANTITY OF NICHES HIGH (TYP)
AutoCAD SHX Text
T/SIDEWALK ELEV VARIES
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T/WALL ELEV REF. CIVIL
AutoCAD SHX Text
SEE NOTE 1
AutoCAD SHX Text
12" X 7" S.S. ANCHOR BOLT SEECIVIL FOR ADDITIONAL INFO (TYP)
AutoCAD SHX Text C
AutoCAD SHX Text L
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AutoCAD SHX Text L
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VENEER STONE
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SEALANT AND BACKER ROD
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SIM.
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TOP OF SIDEWALK
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EXP. JT. FILLER WITH SEALANT
AutoCAD SHX Text
WEEP HOLE WITH GAP FILLED WITH GROUT BEHIND VENEER
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FLASHING
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LIMESTONE CAP
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FASTEN STONE VENEER TO MASONRY, (TYP.)
AutoCAD SHX Text
HORIZONTAL LADDER-TYPE TIES @16" O.C.(TYP.)
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
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CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
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VA FORM 08-6231
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text F
AutoCAD SHX Text E
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AutoCAD SHX Text A
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AutoCAD SHX Text www.highmesacg.com
AutoCAD SHX Text 6010-B Midway Park Blvd. NE Midway Park Blvd. NEMidway Park Blvd. NEidway Park Blvd. NE Park Blvd. NEPark Blvd. NEark Blvd. NE Blvd. NEBlvd. NElvd. NE NENE
AutoCAD SHX Text Albuquerque, New Mexico 87109lbuquerque, New Mexico 87109 New Mexico 87109New Mexico 87109ew Mexico 87109 Mexico 87109Mexico 87109exico 87109 8710987109
AutoCAD SHX Text Fax: 505.345.4254ax: 505.345.4254 505.345.4254505.345.4254
AutoCAD SHX Text Phone: 505.345.4250hone: 505.345.4250 505.345.4250505.345.4250
AutoCAD SHX Text Engineers, Surveyors & Subsurface Utility Consultantsngineers, Surveyors & Subsurface Utility Consultants Surveyors & Subsurface Utility ConsultantsSurveyors & Subsurface Utility Consultantsurveyors & Subsurface Utility Consultants & Subsurface Utility Consultants& Subsurface Utility Consultants Subsurface Utility ConsultantsSubsurface Utility Consultantsubsurface Utility Consultants Utility ConsultantsUtility Consultantstility Consultants ConsultantsConsultantsonsultants
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SCALE:
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AutoCAD SHX Text N.T.S.
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TYPICAL SECTION DOUBLE SIDED COLUMBARIUM FOOTING
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SCALE:
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AutoCAD SHX Text N.T.S.
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TYPICAL SECTION - PYLON AT DOUBLE SIDED COLUMBARIUM FOOTING
AutoCAD SHX Text MASONRY GENERAL NOTES: 1. CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO: ACI CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO: ACI 530-11/ASCE 5-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ACI 530.1-11/ASCE 6-11, SPECIFICATIONS FOR MASONRY STRUCTURES. 2. PROVIDE NORMAL WEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS PROVIDE NORMAL WEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90. 3. PROVIDE CONCRETE MASONRY WITH MINIMUM AVERAGE COMPRESSIVE STRENGTH, PROVIDE CONCRETE MASONRY WITH MINIMUM AVERAGE COMPRESSIVE STRENGTH, f'm = 1,500 PSI. 4. PROVIDE TYPE "S" MORTAR IN ACCORDANCE WITH ASTM C270, U.N.O. MORTAR BED PROVIDE TYPE "S" MORTAR IN ACCORDANCE WITH ASTM C270, U.N.O. MORTAR BED JOINTS SHALL NOT EXCEED 3/8" THICKNESS. 5. PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476 WITH PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI UNLESS NOTED OTHERWISE. 6. PROVIDE HORIZONTAL JOINT REINFORCEMENT LADDER TYPE COMPLYING WITH ASTM PROVIDE HORIZONTAL JOINT REINFORCEMENT LADDER TYPE COMPLYING WITH ASTM A82, NO. 9 GAUGE OR HEAVIER, ZINC COATED, PLACED 16 INCHES ON CENTER UNLESS NOTED OTHERWISE. 7. PROVIDE MINIMUM 2#5 VERTICAL IN TWO ADJACENT CELLS GROUTED FULL HEIGHT, PROVIDE MINIMUM 2#5 VERTICAL IN TWO ADJACENT CELLS GROUTED FULL HEIGHT, AT EACH SIDE OF OPENINGS AND WALL ENDS, AND EACH SIDE OF MASONRY CONTROL JOINTS. 8. LAY MASONRY UNITS IN RUNNING BOND UNLESS NOTED OTHERWISE. LAY MASONRY UNITS IN RUNNING BOND UNLESS NOTED OTHERWISE. 9. SIDES AND TOPS OF MASONRY WALL PANELS SHALL BE ANCHORED TO STRUCTURE SIDES AND TOPS OF MASONRY WALL PANELS SHALL BE ANCHORED TO STRUCTURE AND AT 16"O.C. TO CONCRETE STEM WALL BY DOVETAIL ANCHORS, METAL STRAPS, OR EQUIVALENT UNLESS NOTED OTHERWISE. 10. FOR OPENINGS IN MASONRY WALLS GREATER THAN 2'-0", PROVIDE STRUCTURAL FOR OPENINGS IN MASONRY WALLS GREATER THAN 2'-0", PROVIDE STRUCTURAL LINTEL ABOVE OPENINGS. USE REINFORCED STRUCTURAL LINTEL GROUTED SOLID. 11. MASONRY TO BE INSPECTED PER INTERNATIONAL BUILDING CODE SECTION 1705.4, MASONRY TO BE INSPECTED PER INTERNATIONAL BUILDING CODE SECTION 1705.4, REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION. 12. ALL CONCRETE MASONRY UNITS REINFORCING (VERT. & HORIZ.) SHALL BE LAPPED ALL CONCRETE MASONRY UNITS REINFORCING (VERT. & HORIZ.) SHALL BE LAPPED THUS: BAR LAP LENGTH DOWEL HOOK LENGTH #4 1'-6" 8" 1'-6" 8" 8" #5 2'-0" 10" 2'-0" 10" 10" #6 3'-0" 12"3'-0" 12"12"
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TYPICAL SECTION - MEMORIAL WALL
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TYPICAL SECTION DOUBLE SIDED COLUMBARIUM FOOTING
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TYPICAL SECTION - PYLON AT DOUBLE SIDED COLUMBARIUM FOOTING
AutoCAD SHX Text NOTE: 1. USE 4" CMU BLOCK OR STANDARD BRICK UNDER BURIED USE 4" CMU BLOCK OR STANDARD BRICK UNDER BURIED STONE VENEER AS T/SIDEWALK ELEVATION INCREASES.
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SECTION A-A
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SECTION B-B
AutoCAD SHX Text NOTES: 1. SECTION A-A IS LOCATED AT PYLON G END CONDITIONS. PYLON G INTERMEDIATE SECTION A-A IS LOCATED AT PYLON G END CONDITIONS. PYLON G INTERMEDIATE LOCATIONS IS SIMILAR EXCEPT COLUMBARIUM ON BOTH SIDES OF PYLON. 2. SEE DTL. 1/S-504 FOR TYP. CMU REINFORCEMENT.SEE DTL. 1/S-504 FOR TYP. CMU REINFORCEMENT.
AutoCAD SHX Text GENERAL NOTES: 1. SEE MASONRY GENERAL NOTES SECTION OF THIS DWG, SEE DWG S-001 FOR ALL SEE MASONRY GENERAL NOTES SECTION OF THIS DWG, SEE DWG S-001 FOR ALL OTHER STRUCTURAL GENERAL NOTES. 2. DOUBLE SIDED COLUMBARIUM AND PYLONS HEIGHTS VARY. REFERENCE CIVIL DWGS DOUBLE SIDED COLUMBARIUM AND PYLONS HEIGHTS VARY. REFERENCE CIVIL DWGS FOR ELEVATIONS OF DOUBLE SIDED COLUMBARIUMS AND PYLONS. 3. WIND LOADS : WIND LOADS : BASIC WIND SPEED V = 140 MPH V = 140 MPH EXPOSURE C C RISK CATEGORY II II GUST EFFECT FACTOR G = 0.85 G = 0.85 TOPOGRAPHIC FACTOR Kzt = 1.0 Kzt = 1.0 Kzt = 1.0
AutoCAD SHX Text NOTES: 1. REFER TO S-104 FOR BOTTOM OF FOUNDATION ELEVATIONS. REFER TO S-104 FOR BOTTOM OF FOUNDATION ELEVATIONS. 2. INDICATES DIMENSION OF BOT./FOUNDATION WITH EXTENSION. REFER TO S-104 FOR LOCATIONS. INDICATES DIMENSION OF BOT./FOUNDATION WITH EXTENSION. REFER TO S-104 FOR LOCATIONS. 3. SEE DTL. 1/S-504 FOR TYP. CMU REINFORCEMENT.SEE DTL. 1/S-504 FOR TYP. CMU REINFORCEMENT.
AutoCAD SHX Text NOTE: 1. REFER TO S-104 FOR BOTTOM OF FOUNDATION ELEVATIONS.REFER TO S-104 FOR BOTTOM OF FOUNDATION ELEVATIONS.
NOTES: 1. REFER TO S-104 FOR BOTTOM OF FOUNDATION ELEVATIONS. REFER TO S-104 FOR BOTTOM OF FOUNDATION ELEVATIONS. 2. INDICATES DIMENSION OF BOTTOM OF FOUNDATION WITH INDICATES DIMENSION OF BOTTOM OF FOUNDATION WITH EXTENSION. REFER TO S-104 FOR LOCATIONS.
S-503
COLUMBARIUM STRUCTURAL
DETAILS 2 OF 2
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040
Atriax Pllc 102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
GRAVESITE EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144
(770) 421-3400
CP HS
S-504
JV 3
AutoCAD SHX Text LADDER TYPE w/ DOUBLE HOOK & EYE H.J.R. #9 WIRE MIN. @ 16" O.C. VERTICAL
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PREFAB LADDER TYPE CORNER HORIZ. REINF.
AutoCAD SHX Text 1'-0"
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WALL REINF. (TYP.)
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SPLICE BARS SHALL BE SAME SIZE & SPACING AS HORIZONTAL WALL STEEL
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CMU SUPPORT FROM PYLON FOOTING, SEE DTL 3/S-503
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STONE VENEER
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8" CMU BLOCK
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12" CMU BLOCK
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
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AutoCAD SHX Text one and one half inches = one foot
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AutoCAD SHX Text www.highmesacg.com
AutoCAD SHX Text 6010-B Midway Park Blvd. NE Midway Park Blvd. NEMidway Park Blvd. NEidway Park Blvd. NE Park Blvd. NEPark Blvd. NEark Blvd. NE Blvd. NEBlvd. NElvd. NE NENE
AutoCAD SHX Text Albuquerque, New Mexico 87109lbuquerque, New Mexico 87109 New Mexico 87109New Mexico 87109ew Mexico 87109 Mexico 87109Mexico 87109exico 87109 8710987109
AutoCAD SHX Text Fax: 505.345.4254ax: 505.345.4254 505.345.4254505.345.4254
AutoCAD SHX Text Phone: 505.345.4250hone: 505.345.4250 505.345.4250505.345.4250
AutoCAD SHX Text Engineers, Surveyors & Subsurface Utility Consultantsngineers, Surveyors & Subsurface Utility Consultants Surveyors & Subsurface Utility ConsultantsSurveyors & Subsurface Utility Consultantsurveyors & Subsurface Utility Consultants & Subsurface Utility Consultants& Subsurface Utility Consultants Subsurface Utility ConsultantsSubsurface Utility Consultantsubsurface Utility Consultants Utility ConsultantsUtility Consultantstility Consultants ConsultantsConsultantsonsultants
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TYPICAL CMU CORNER INTERSECTION
AutoCAD SHX Text NOTES: 1. CORNER INTERSECTION REINF. SHALL BE LAPPED WITH THE CORNER INTERSECTION REINF. SHALL BE LAPPED WITH THE TYPICAL TRUSS TYPE HORIZ. REINF. AND EXTEND A MINIMUM OF 30" IN EACH DIRECTION AT THE INTERSECTION. 2. TYPICAL TRUSS TYPE HORIZ. REINF. NOT SHOWN FOR CLARITY. TYPICAL TRUSS TYPE HORIZ. REINF. NOT SHOWN FOR CLARITY. 3. THIS APPLIES TO ANY ANGLE OF CORNER.THIS APPLIES TO ANY ANGLE OF CORNER.
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FOUNDATION CORNER REINFORCEMENT
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TYPICAL SLOPED FOOTING
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DETAIL - PYLON H AND F (SIM.)
AutoCAD SHX Text NOTE: 1. TOTAL DROP IN EACH SLOPE SHALL EQUAL 1'-0". TOTAL DROP IN EACH SLOPE SHALL EQUAL 1'-0". 2. REFER TO S-104 FOR LOCATIONS.REFER TO S-104 FOR LOCATIONS.
NOTES: 1. SEE DTL. 1 OF THIS DWG FOR TYP. CMU REINFORCEMENT.SEE DTL. 1 OF THIS DWG FOR TYP. CMU REINFORCEMENT.
IRRIGATION COVER SHEET
LEGEND
Q
A
1"
A
A
E
IRRIGATION FLAG NOTES
IRRIGATION DEMOLITION NOTES
D1
D2
D3
D4
IRRIGATION SYSTEM DESIGN APPROACH
GENERAL NOTES
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR101
RWB JDL/EGK
C e r t i f i e d
I r r i g atio n
D e s i g n e r
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POWER AND
CONTROL WIRE
SLEEVES
DEMOLITION
BOUNDARY
DEMOLISH VALVES
LATERAL PIPE AND
SPRINKLERS ONLY
WHEN READY TO
CONNECT TO NEW
MAINLINE LATERALS
AND SPRINKLERS
D1
D1
D3
A
D3
D4
A
E
D2
IRRIGATION DEMOLITION AND
CONTROLLER RELOCATION PLAN
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR201
RWB JDL/EGK
C e r t i f i e d
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IRRIGATION DEMOLITION NOTES
D1
D2
D3
D4
Note: Protect all existing gravesites and grave markers
1"
3"
3"
6"
6"
3"
6"
6"
6"
6"
6"
6"
1"
6"
6"
SECTION 31
SECTION 30
SECTION 29
SECTION 28
COLUMBARIUM 8
COLUMBARIUM 7
COLUMBARIUM 5
COLUMBARIUM 6
MIN 2'
FROM BOC
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
+/-270-DEGREES
TO
AVOID
OVERSPRAY
1.25"
1"
SECTION 30
2.5"
2.5"
2"
2"
1.5"
1.25"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.5"
1.25"
2.5"
2.5"
2"
2"
1.5"
1.25"
3"
2.5"
1.25"
1.25"
2"
2"
1.5"
1.25"
1.25"
1.5"
1.25"
2"
1.5"
1.25"
1.25"
1.25"
1.25"
2"
2"
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1.25"
1.25"
2"
1"
1"
1"
1"
1"
1"
1"
1"
1"
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1"
1" 1"
1"
3"
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1.25"
1"
2"
2"
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1"
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1"
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1"
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2"
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1"
1"
2"
1.5"
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1"
1.25"
1"
2.5"
2.5"
2"
2"
1.5"
1.25"
2"
2"
1.5"
1.25"
1"
2"
1.5"
1.25"
1"
1.5"
1.25"
1"
1.5"
1"
1.25"
1.25"
1"
2"
2.5"
2"
2"
1.5"
1.25"
1"
1"
1.5"
1.5"
1.25"
2"
4"
4"
3"
1-22
2"
1-9
2"
1-6
2"
1-26
1.5"
1-17
1.5"
1-21
1.5"
1-20
1.5"
1-19
2"
Q
Q
Q
Q
1-2
1"
1-1
1"
1-8
1.5"
1-10
1.5"
1-18
1"
1-25
1"
Q
Q
1-23
1"
1-15
1"
1-12
1"
1-4
1"
1-5
2"
1-11
1"
Q
Q
1-27
1"
1-30
1.5"
1-31
1.5"
1-16
1.5"
1-3
1"
1-28
1"
1-29
1"
1-24
1.5"
A
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1-14
2"
1-13
1.5"
1-32
2"
1-7
1.5"
A
Q
IRRIGATION PLAN
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR301
RWB JDL/EGK
C e r t i f i e d
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IRRIGATION FLAG NOTES
1"
COLUMBARIUM 5
COLUMBARIUM 6
DEDUCT ALTERNATE 1
BOUNDARY
6"
3"
6"
6"
6"
6"
6"
SECTION 29
SECTION 28
COLUMBARIUM 8
COLUMBARIUM 7
MIN 2'
FROM BOC
6"
6"
6"
6"
6"
6"
6"
1"
2.5"
2.5"
2"
2"
1.5"
1.25"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.5"
1.25"
2.5"
2.5"
2"
2"
1.5"
1.25"
2"
2"
1.5"
1.25"
1.25"
2"
1.5"
1"
1"
1"
1"
1"
1"
1"
1.25"
1"
1.5"
1.5"
1.25"
1.25"
1"
1.5"
1.25"
1"
1"
1.25"
1.25"
1"
1"
1.5"
1.25"
2" show splice box, add to
2"
1.5"
1"
1.5"
1.5"
1.25"
EXISTING
CONTROLLER
LOCATION
TEMPORARY
EXISTING
CONTROLLER
LOCATION AND
CONTROLLER
LOCATION
1-2
1"
1-1
1"
1-22
2"
1-26
1.5"
1-21
1.5"
1-20
1.5"
1-19
2"
Q
1-25
1"
Q
Q
1-23
1"
1-4
1"
1-30
1.5"
1-28
1"
1-29
1"
1-24
1.5"
A
A
A
A
A
A
5 5
A
IRRIGATION DEDUCT
ALTERNATE
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR301A
RWB JDL/EGK
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IRRIGATION FLAG NOTES
IRRIGATION DETAILS 1
ISOLATION GATE VALVE
ASSEMBLY
N.T.S.
QUICK COUPLING VALVE
ASSEMBLY
N.T.S.
POP-UP ROTOR SPRINKLER
ASSEMBLY
N.T.S.
POP-UP SPRAY SPRINKLER
ASSEMBLY
N.T.S.
AIR VACUUM RELIEF VALVE
ASSEMBLY
N.T.S.
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR501
RWB JDL/EGK
C e r t i f i e d
I r r i g atio n
D e s i g n e r
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3/29/2019
12.5"
14"
3/4"
RESTRAINED CASING SPACER
ASSEMBLY
N.T.S.
IRRIGATION DETAILS 2
REMOTE CONTROL VALVE
ASSEMBLY
N.T.S.
FULL CASKET BURIAL SECTION
DETAIL
N.T.S.
REMOTE CONTROL VALVE
ASSEMBLY
SOLVENT
WELD TEE
ISOLATION ANGLE VALVE
ON SERVICE TEE
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR502
RWB JDL/EGK
C e r t i f i e d
I r r i g atio n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
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A
R
D
3/29/2019
IRRIGATION
AISLE BOUNDARY
8"
4'
52" MIN.
IN-GROUND CREMAINS BURIAL SECTION
DETAIL
IRRIGATION DETAILS 3
FLUSH CAP
ASSEMBLY
N.T.S.
INLINE CHECK VALVE
ASSEMBLY
N.T.S.
DRIP AIR VACUUM RELIEF VALVE
ASSEMBLY
N.T.S.
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR503
RWB JDL/EGK
C e r t i f i e d
I r r i g atio n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
R
D
3/29/2019
NOTES:
1. NOMINAL SIZE OF BALL VALVE TO MATCH NOMINAL LATERAL SIZE.
2. USE FOR FLUSHING AND WINTERIZATION OF DRIP LATERAL.
3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE
DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX.
A
B C
D
E
F
G
H
IJ
A. PVC PIPE
B. 12" STANDARD VALVE BOX WITH COVER
C. FINISH GRADE/TOP OF MULCH
D. FLEXIBLE VINYL IRRIGATION HOSE: AQUARIUS BRANDS
5/8" FLEX VINYL IRRIGATION HOSE
E. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
F. FILTER FABRIC
G. BRICK (1 OF 4)
H. SCH 40 PVC HOSE FITTING: MIPT X HOSE FITTING
I. SCH 40 PVC REDUCER BUSHING FITTING (SPIG X FIPT)
J. TRUE UNION PVC BALL VALVE SCH 80
TYPICAL DRIP LAYOUT
DETAIL
N.T.S.
JOINT RESTRAINT HARNESS
DETAIL
IRRIGATION DETAILS 4
FLOWER WATER STATION
ASSEMBLY
N.T.S.
IRRIGATION CONTROLLER
ASSEMBLY
N.T.S.
CONTROLLER GROUNDING
ASSEMBLY
N.T.S.
NATIONAL CEMETERY
ADMINISTRATION
OFFICE OF DESIGN
AND CONSTRUCTION
John Gallup & Associates, LLC
3225 Shallowford Rd NE
Marietta, GA 30062
770-321-4040
Atriax Pllc
102 3rd Avenue N.E.
Hickory, NC 28601
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202
Fort Collins, CO 80525-3196
CEMETERY EXPANSION
904CM3031
March 29, 2019
Santa Fe National Cemetery
501 N Guadalupe St, Santa Fe, NM 87501
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW Suite 100
Kennesaw, GA 30144
(770) 421-3400
IR504
RWB JDL/EGK
C e r t i f i e d
I r r i g atio n
D e s i g n e r
I
R
R
I
G
A
T
I
O
N
A S
S
O
C
I
A
T
I
O
N
CID
J
O
H
N
D
LE
O
N
A
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D
3/29/2019
A
EDGE OF ROAD PIPE PLACEMENT
SCHEMATIC
N.T.S.
18-INCHES
4-INCHES
36-INCHES
24-INCHES
36-INCHES
REFER TO
CRYPT PLANS
MAINTAIN 8-FEET MIN.
FROM MAINLINE TO EDGE OF
PREPLACED CRYPTS
3"MIN/5"MAX
NOTES:
1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE
ASSEMBLY.
2. NOMINAL SIZE OF ALL COMPONENTS ARE TO BE THE SAME NOMINAL SIZE AS THE SOLENOID
VALVE (SIZED AS SHOWN).
3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC
TO PIPE AND VALVE BOX.
4. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM
OF REMOTE CONTROL VALVE ASSEMBLY.
5. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY.
6. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF
BALL VALVE.
A
B C
D
E
F
G H
K
M N
S
TU
A. JUMBO VALVE BOX WITH COVER
B. 30" LENGTH OF COILED WIRE
C. CHRISTY ID TAG
D. WATERPROOF CONNECTION (1 OF 2)
E. FILTER/PRESSURE REGULATOR
F. FINISH GRADE/TOP OF MULCH
G. REMOTE CONTROL VALVE
H. SPARE WIRE
I. PVC BALL VALVE
J. PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED)
K. PVC SCH 40 PIPE TO MANIFOLD
L. 1
4"GALVANIZED STEEL WIRE MESH
M. FILTER FABRIC
N. BRICK (1 OF 4)
O. TEE OR EL: SEE SPECIFICATIONS FOR MATERIALS
P. PVC MAINLINE
Q. PVC SCH 80 TOE NIPPLE (LENGTH AS REQUIRED,
HIDDEN) AND PVC SCH 40 EL
R. PVC SCH 80 CLOSE NIPPLE
S. 3" MINIMUM DEPTH OF WASHED PEA GRAVEL
T. PVC SCH 40 ADAPTER (FPT X SOC)
U. PVC MANIFOLD PIPE
DRIP REMOTE CONTROL VALVE
SCHEMATIC
| 61 S-501 - S-502 |
| Sheets and Views |
| 61 S-501 - S-502 |
| S-503 |
| S-504 |
| IRR-2019-06-24.pdf |
| p-santafe-IR101 |
| Sheets and Views |
| IR101 |
| p-santafe-IR201 |
| Sheets and Views |
| IR201 |
| p-santafe-IR301 |
| Sheets and Views |
| IR301 |
| p-santafe-IR301A |
| Sheets and Views |
| IR301A |
| p-santafe-IR501 |
| Sheets and Views |
| IR501 |
| p-santafe-IR502 |
| Sheets and Views |
| IR502 |
| p-santafe-IR503 |
| Sheets and Views |
| IR503 |
File details come from the government source that posted it.