contractor to provide
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
EXISTING CONDITION PLAN
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
2 7 SET SHEET ______OF ______
CONSTRUCTION NOTES: MEMORIAL NAME STONE EX. FLAME BOWL
PROCEDURE FOR REMOVING AND RESETTING THE GRANITE SLABS: OUTSIDE THE MEMORIAL RING
38.17+
+38.17
+38.17
38.00+
+38.17
+38.00
1. PLACING WOOD SHIMS UNDER THE GRANITE FOR SUPPORT DURING EACH LIFT. SLOWLY RAISE THE SLAB UNTIL THE SLAB IS LOOSE OR THE MORTAR BED IS BROKEN. IT IS VERY IMPORTANT NOT TO RAISE THE GRANITE SLAB TOO QUICKLY TO PREVENT CRACKING OR BREAKING SLAB.
2
2
EXISTING SIDEWALK EXIS
TING
2.
REMOVE THE GRANITE SLAB, PREFERABLY BY HAND. EXPOSE THE ENTIRE CONCRETE FOUNDATION/SLAB BENEATH THE GRANITE.
3.
REMOVE ALL MORTAR FROM FOUNDATION.
4.
CLEAN OUT DRAINAGE SLOTS.
5.
CLEAN FOUNDATION USING WATER TO REMOVE DUST, DIRT, AND DEBRIS.
6.
RESET GRANITE SLAB USING TYPE S MORTAR. DO NOT ALLOW MORTAR TO FLOW INTO EXISTING DRAINAGE SLOTS AND DRAINAGE SYSTEM.
7.
CAREFULLY RESET THE GRANITE SLAB WITH ELEVATION AND SLOPE SHOWN ON TYPICAL SECTION 2-2 AND 3-3.
SIDE W
ALK
3
3 38.00+
+38.17
+38.00
SECTION 1-1 (TYP)
+38.17
38.17+
SCALE: 1"=2'
SUGGESTED PROCEDURE FOR REMOVING AND RESETTING THE GRANITE SLABS: INSIDE THE MEMORIAL RING 8. INCREMENTS, PLACING WOOD SHIMS UNDER THE GRANITE FOR SUPPORT DURING EACH LIFT. SLOWLY RAISE THE SLAB UNTIL THE SLAB IS LOOSE OR THE MORTAR BED IS BROKEN. IT IS VERY IMPORTANT NOT TO RAISE THE GRANITE SLAB TOO QUICKLY TO PREVENT CRACKING OR BREAKING SLAB.
SECTION 2-2 SCALE: 1"=2'
9.
REMOVE THE GRANITE SLAB, PREFERABLY BY HAND. AVOID DAMAGE TO THE LED LIGHT FIXTURE BENEATH THE BENCHES. EXPOSE THE ENTIRE CONCRETE FOUNDATION/SLAB BENEATH THE GRANITE.
10. REMOVE ALL MORTAR FROM FOUNDATION.
1
1
11. CLEAN OUT DRAINAGE SLOTS ON BOTH SIDES OF THE CONCRETE FOUNDATION. 12. CLEAN FOUNDATION USING WATER TO REMOVE DUST, DIRT, AND DEBRIS. 13. RESET GRANITE SLAB USING TYPE S MORTAR. DO NOT ALLOW MORTAR TO FLOW INTO EXISTING DRAINAGE SLOTS AND DRAINAGE SYSTEM.
SECTION 3-3 (TYP) SCALE: 1"=2'
14. CAREFULLY RESET THE GRANITE SLAB TO ELEVATION AND SLOPE SHOWN ON SECTION 1-1. CENTER AND ALIGN THE GRANITE TO INSURE EQUAL SPACING OF JOINTS. USE WOODEN SHIMS FOR THIS OPERATION TO PREVENT DAMAGE TO SLAB EDGES AND CRACKS.
NOTE: GRANITE SLAB BROKEN AS A RESULT OF CONTRACTOR'S WORK PROCESS SHALL BE REPLACED WITH A NEW SIMILAR SLAB AT THE CONTRACTOR'S EXPENSE.
LEGEND
GENERAL NOTES:
REMOVE AND RESET GRANITE SLAB
1.
CONSIDERING THE NATURE OF THIS SITE, THE CONTRACTOR SHALL NOT BRING HEAVY EQUIPMENT WITHIN THE MEMORIAL SITE. CONCRETE TRUCK AND OTHER HEAVY EQUIPMENT SHALL NOT BE ALLOWED ON EXISTING CONCRETE WALKWAY LEADING TO THE MEMORIAL SITE.
2.
CONCRETE COULD BE MIXED ON SITE. SIMILARLY, EXCAVATION SHALL BE CARRIED OUT BY USE OF SMALL EQUIPMENT OR BY HAND.
3.
PUBLIC ACCESS TO THE MEMORIAL SHALL BE MAINTAINED FOR AT LEAST HALF OF THE SITE. CONTRACTOR SHALL BE RESPONSIBLE TO ERECT NECESSARY BARRICADES AND SIGNAGE.
REMOVE EXISTING BROKEN GRANITE SLAB PROVIDE AND INSTALL NEW GRANITE SLAB.
PLAN SCALE: 1"=10'
CONTRACTOR TO PROVIDE GRANITE SLAB - FINISH: CHARCOAL BLACK/THERMAL GRANITE SLAB FOR OUTER MEMORIAL RING (8'X4'X1-15/16") Quantity: Two (2) (ONE SHALL BE INSTALLED AND ONE TO BE DELIVERED TO OWNER'S ON-SITE STORAGE AREA FOR FUTURE USE) GRANITE SLAB FOR INNER MEMORIAL RING (8'-8" LONG, 1-15/16" THICK, VARIABLE WIDTH PER PAVING STONE PLAN THIS SHEET ) Quantity: Five (5) (ALL FIVE TO BE DELIVERED TO OWNERS ON-SITE STORAGE AREA FOR FUTURE USE)
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
GRANITE SLAB PLAN (INNER MEMORIAL RING)
DESIGNED BY
REVISIONS
APPROVED BY
PROPOSED WORK - PLAN AND DETAILS
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
3 7 SET SHEET ______OF ______
VARIES
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
STORM DRAIN PLAN & DETAILS
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
4 7 SET SHEET ______OF ______
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
EROSION AND SEDIMENT CONTROL PLAN
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
5 7 SET SHEET ______OF ______
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DATE
DESCRIPTION
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
DGS PROJECT NO. VM-000-100-001
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
6 7 SET SHEET ______OF ______
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DATE
DESCRIPTION
EROSION AND SEDIMENT CONTROL VEGETATIVE STABILIZATION NOTES
DGS PROJECT NO. VM-000-100-001
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
7 7 SET SHEET ______OF ______
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
EXISTING CONDITION PLAN
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
2 7 SET SHEET ______OF ______
CONSTRUCTION NOTES: MEMORIAL NAME STONE EX. FLAME BOWL
PROCEDURE FOR REMOVING AND RESETTING THE GRANITE SLABS: OUTSIDE THE MEMORIAL RING
38.17+
+38.17
+38.17
38.00+
+38.17
+38.00
1. PLACING WOOD SHIMS UNDER THE GRANITE FOR SUPPORT DURING EACH LIFT. SLOWLY RAISE THE SLAB UNTIL THE SLAB IS LOOSE OR THE MORTAR BED IS BROKEN. IT IS VERY IMPORTANT NOT TO RAISE THE GRANITE SLAB TOO QUICKLY TO PREVENT CRACKING OR BREAKING SLAB.
2
2
EXISTING SIDEWALK EXIS
TING
2.
REMOVE THE GRANITE SLAB, PREFERABLY BY HAND. EXPOSE THE ENTIRE CONCRETE FOUNDATION/SLAB BENEATH THE GRANITE.
3.
REMOVE ALL MORTAR FROM FOUNDATION.
4.
CLEAN OUT DRAINAGE SLOTS.
5.
CLEAN FOUNDATION USING WATER TO REMOVE DUST, DIRT, AND DEBRIS.
6.
RESET GRANITE SLAB USING TYPE S MORTAR. DO NOT ALLOW MORTAR TO FLOW INTO EXISTING DRAINAGE SLOTS AND DRAINAGE SYSTEM.
7.
CAREFULLY RESET THE GRANITE SLAB WITH ELEVATION AND SLOPE SHOWN ON TYPICAL SECTION 2-2 AND 3-3.
SIDE W
ALK
3
3 38.00+
+38.17
+38.00
SECTION 1-1 (TYP)
+38.17
38.17+
SCALE: 1"=2'
SUGGESTED PROCEDURE FOR REMOVING AND RESETTING THE GRANITE SLABS: INSIDE THE MEMORIAL RING 8. INCREMENTS, PLACING WOOD SHIMS UNDER THE GRANITE FOR SUPPORT DURING EACH LIFT. SLOWLY RAISE THE SLAB UNTIL THE SLAB IS LOOSE OR THE MORTAR BED IS BROKEN. IT IS VERY IMPORTANT NOT TO RAISE THE GRANITE SLAB TOO QUICKLY TO PREVENT CRACKING OR BREAKING SLAB.
SECTION 2-2 SCALE: 1"=2'
9.
REMOVE THE GRANITE SLAB, PREFERABLY BY HAND. AVOID DAMAGE TO THE LED LIGHT FIXTURE BENEATH THE BENCHES. EXPOSE THE ENTIRE CONCRETE FOUNDATION/SLAB BENEATH THE GRANITE.
10. REMOVE ALL MORTAR FROM FOUNDATION.
1
1
11. CLEAN OUT DRAINAGE SLOTS ON BOTH SIDES OF THE CONCRETE FOUNDATION. 12. CLEAN FOUNDATION USING WATER TO REMOVE DUST, DIRT, AND DEBRIS. 13. RESET GRANITE SLAB USING TYPE S MORTAR. DO NOT ALLOW MORTAR TO FLOW INTO EXISTING DRAINAGE SLOTS AND DRAINAGE SYSTEM.
SECTION 3-3 (TYP) SCALE: 1"=2'
14. CAREFULLY RESET THE GRANITE SLAB TO ELEVATION AND SLOPE SHOWN ON SECTION 1-1. CENTER AND ALIGN THE GRANITE TO INSURE EQUAL SPACING OF JOINTS. USE WOODEN SHIMS FOR THIS OPERATION TO PREVENT DAMAGE TO SLAB EDGES AND CRACKS.
NOTE: GRANITE SLAB BROKEN AS A RESULT OF CONTRACTOR'S WORK PROCESS SHALL BE REPLACED WITH A NEW SIMILAR SLAB AT THE CONTRACTOR'S EXPENSE.
LEGEND
GENERAL NOTES:
REMOVE AND RESET GRANITE SLAB
1.
CONSIDERING THE NATURE OF THIS SITE, THE CONTRACTOR SHALL NOT BRING HEAVY EQUIPMENT WITHIN THE MEMORIAL SITE. CONCRETE TRUCK AND OTHER HEAVY EQUIPMENT SHALL NOT BE ALLOWED ON EXISTING CONCRETE WALKWAY LEADING TO THE MEMORIAL SITE.
2.
CONCRETE COULD BE MIXED ON SITE. SIMILARLY, EXCAVATION SHALL BE CARRIED OUT BY USE OF SMALL EQUIPMENT OR BY HAND.
3.
PUBLIC ACCESS TO THE MEMORIAL SHALL BE MAINTAINED FOR AT LEAST HALF OF THE SITE. CONTRACTOR SHALL BE RESPONSIBLE TO ERECT NECESSARY BARRICADES AND SIGNAGE.
REMOVE EXISTING BROKEN GRANITE SLAB PROVIDE AND INSTALL NEW GRANITE SLAB.
PLAN SCALE: 1"=10'
CONTRACTOR TO PROVIDE GRANITE SLAB - FINISH: CHARCOAL BLACK/THERMAL GRANITE SLAB FOR OUTER MEMORIAL RING (8'X4'X1-15/16") Quantity: Two (2) (ONE SHALL BE INSTALLED AND ONE TO BE DELIVERED TO OWNER'S ON-SITE STORAGE AREA FOR FUTURE USE) GRANITE SLAB FOR INNER MEMORIAL RING (8'-8" LONG, 1-15/16" THICK, VARIABLE WIDTH PER PAVING STONE PLAN THIS SHEET ) Quantity: Five (5) (ALL FIVE TO BE DELIVERED TO OWNERS ON-SITE STORAGE AREA FOR FUTURE USE)
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
GRANITE SLAB PLAN (INNER MEMORIAL RING)
DESIGNED BY
REVISIONS
APPROVED BY
PROPOSED WORK - PLAN AND DETAILS
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
3 7 SET SHEET ______OF ______
VARIES
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
STORM DRAIN PLAN & DETAILS
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
4 7 SET SHEET ______OF ______
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
EROSION AND SEDIMENT CONTROL PLAN
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DGS PROJECT NO.
DATE
VM-000-100-001
DESCRIPTION
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
5 7 SET SHEET ______OF ______
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DATE
DESCRIPTION
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
DGS PROJECT NO. VM-000-100-001
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
6 7 SET SHEET ______OF ______
EROSION AND SEDIMENT CONTROL SHALL BE STRICTLY ENFORCED.
EBA ENGINEERING, INC. 4813 SETON DRIVE BALTIMORE, MD 21215 Phone: (410) 358-7171 Fax: (410) 358-7213
SEAL :
DESIGNED BY
REVISIONS
APPROVED BY
PROFESSIONAL CERTIFICATION. NO.
"I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 19533 EXPIRATION DATE: 02-05-2014."
DATE
DESCRIPTION
EROSION AND SEDIMENT CONTROL VEGETATIVE STABILIZATION NOTES
DGS PROJECT NO. VM-000-100-001
CORRECT GRANITE SLAB DIFFERENTIAL VIETNAM MEMORIAL, MIDDLE BRANCH PARK
DRAWN BY
DRAWING NO. CHECKED BY
DATE
7 7 SET SHEET ______OF ______
