HomeMy Public PortalAboutPulaski St_21.pdfBEACHWOOD DRIVE (UNOPENED RIGHT OF WAY)
��.�� SITE PLAN NOTES
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1. APPROXIMATE LOCATION OF BREAK IN
CONCRETE
- 90.01' _ _
- 84.93'
�`F J S 46'35'00" E • -
S 46'44'16" E -- • 2. PROVIDE ONE NEW STEEL RAIL TO MATCH
Ili ....����..����. �„�..,..�.��.�.�-. �- - - - WHERE MISSING
3. REPLACE (2) BENT STEEL POSTS AND (2)
"PP¢ TOP RAILS WITH PLUMB AND STRAIGHT POSTS
00 AND RAILS TO MATCH
_ -f - - - - - - - - N 4. 9' X 18' PARKING SPACE
o EDGE 0`F 1 3
rn DUNE ANa TOE QF CONCRE� 000 / /
--� auNe AND roE of -- N 5. GRAVEL DRIVE AND PARKING AREA.
6. SLOPE OF FINISH GRADE.
f 2�' I�E=A� sE BACK 1---- ' o a FINISH GRADE TO REMAIN
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8. GUARDRAIL TYPE 1
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N 9. EXISTING CONCRETE RETAINING WALL TO
1 !NE I aNR REMAIN.
J nv SHORE PROTECTION LINE �_
co 10. NON -SENSITIVE TYPE SEDIMENT BARRIER
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SHORE PROTECTION LINE N �g
1 1. LIMITS OF SOIL DISTURBANCE
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C6i� 12. TEMPORARY CONSTRUCTION FENCING: SEE
DEMOLITION PLAN
13. P.T. 6X6 POST -ATTACHMENT TO MATCH
G°��e� SOUTHEASTERN MOST PORCH COLUMN POST
ROOF c
Q pp 14. P.T. 6X6 POST- ATTACHMENT TO MATCH
lb. �Qd �h NORTHEASTERN MOST PORCH COLUMN POST
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Q N ^ Oj FQ° �, (���G� 15. SCREEN WALL TO MATCH WALL TYPE B
Ki 16. AFTER REMOVAL OF SEDIMENT BARRIER
1
N �4 � O ° RAKE GRAVEL TO EDGE OF EXISTING PAVEMENT.
"
°� aG '° 17. ALL DISRUPTED SOILS WITHOUT GRAVEL TO
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= NORTH
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84.72' - --- N 45'19'30" W
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42.29' - - N 45'19'30„ W G . . ' :: (TYP)
-----•-- ---- ------.------•-•--
PI 11
STREET 40RIGHT OF WAY Q�
GRAbING NOTE: THIS PROJECT ADDS NO
IMPER�0 US SURFACES TO THE EXISTING LAND
AREA 0 THE SITE. SOME SOILS ARE TO BE
REMOVED `FOR THE CREATION OF THE TWO
GRAVEL PAkKING SPACES. FINAL GRADING OF
THAT PARKIN6\IS TO BE TO THE FINISH
ELEVATIONS SHCkVN AND IS TO SLOPE AWAY FROM
THE EAST PROPEI\TY LINE TO THE EXISTING
SIDEWALK AND THE\STREET; ALL AS SHOWN.
5
SOIL DISTURBANCE/GRADING/PHASING: NON -SENSITIVE TYPE EROSION SEDIMENT BARRIER TO
BE INSTALLED TO THE LIMITS SHOWN PRIOR TO ANY SOIL DISTURBANCE IN THIS AREA. BARRIER
TO REMAIN UNTIL THE GRAVEL DRIVE PARKING AND PERMANENT SEEDING HAS STABILIZED.
WORK IS TO BE PHASED SUCH THAT THE SOIL STABILIZATION AND GRAVEL ARE INSTALLED
IMMEDIATELY AFTER EXCAVATION. (NO VEHICLES ARE PERMITTED ACROSS ANY EXCAVATED SOILS
WITHOUT AN APPROPRIATE CONSTRUCTION ENTRANCE.) EXCEPT FOR THE PARKING AREA THERE
SHALL BE NO DISTURBANCE OR EXCAVATIONS OF THE EXISTING STABLE TOPSOIL DURING THE
CONSTRUCTION OF THIS PROJECT. ANY UNFORESEEN EXCAVATIONS SHALL BE REVIEWED WITH
THE ARCHITECT AND THE APPROPRIATE SEDIMENT BARRIER AND STABILIZATION INSTALLED.
2 FIRST FLOOR DEMOLITION PLAN Z
A098 1/8" = 1`0" PLAN
= NORTH
SECOND FLOOR DEMOLITION PLAN z
1/8" = l' -O" PLAN
NORTH
DEMOLITION PLAN NOTES
1. REMOVE ALL EARTHEN DEPOSITS TO TOP
OF CONCRETE OF HISTORIC BATTERY.
2. SAW -CUT 8" WIDE TRENCH. COORDINATE
ALL DIMENSIONS TO INCLUDE DEPTH AS
REQUIRED FOR SOIL LINE.
3. REMOVE REINFORCED CONCRETE 1960'S
SLAB AND VAPOR BARRIER TO THE LIMITS
SHOWN.
4. REMNANT OF 1960'S SLAB TO REMAIN.
5. LINE OF FIRST FLOOR WALL OF HISTORIC
BATTERY BELOW TO REMAIN.
6. REMOVE ALL DEFUNCT UTILITIES, CONDUITS,
PLUMBING AND RAISED SHOWER SLAB.
7. REMOVE REMNANT OF CMU, MORTAR AND
VEGETATION FROM TREAD.
8. REMOVE WOOD HANDRAIL AND ALL ITS
HARDWARE
9. PROTECT AND PRESERVE IN SITU HISTORIC
HINGE HARDWARE TO REMAIN.
10. REMOVE CMU AND STUCCO INFILL, PIERS
AND WALL FRAGMENTS TO FINISH OF HISTORIC
BATTERY
11. REMOVE PLUMBING LINES, CABLES,
ELECTRIC METER BOX AND ALL OTHER
DEFUNCT UTILITIES ENTIRELY.
12. REMOVE SANITARY WASTE LINES FROM ALL
SURFACE AREAS OF THE BATTERY. INSPECT
SUBTERRANEAN LINES FOR POSSIBLE RE -USE
- SEE SPEC. IF UNUSABLE CAP OFF AT 18"
BELOW EXISTING FINISH GRADE.
13. REMOVE 1960'S TOPPING SLAB TO
SURFACE OF HISTORIC BATTERY
14. REMOVE 1960'S STUCCO TO FINISH FACE
OF HISTORIC BATTERY. PROTECT ALL GRAFFITI
IMAGES FROM DAMAGE.
15. REMOVE BENT GUARDRAIL POSTS AND
RAI LS.
16. PROTECT NEIGHBOR'S FENCE TO REMAIN
FROM DAMAGE DURING CONSTRUCTION.
17. EXISTING HOLES IN 1960'S SLAB TO FIRST
FLOOR BELOW.
18. REMOVE REMNANTS OF CMU AND
CONCRETE WALL.
19. REMOVE CONSTRUCTION FENCING 0 THE
COMPLETION OF CONSTRUCTION: SEE SITE
PLAN FOR LOCATION
20. COORDINATE CONCRETE TRENCHING WITH
PLUMBING WASTE LINE REQUIREMENTS
21. TRENCH THROUGH 1960'S CONCRETE
SLAB: DIMENSIONS AS REQUIRED FOR
ELECTRICAL CONDUITS. SEE ELECTRICAL PLAN.
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-----•-- ---- ------.------•-•--
PI 11
STREET 40RIGHT OF WAY Q�
GRAbING NOTE: THIS PROJECT ADDS NO
IMPER�0 US SURFACES TO THE EXISTING LAND
AREA 0 THE SITE. SOME SOILS ARE TO BE
REMOVED `FOR THE CREATION OF THE TWO
GRAVEL PAkKING SPACES. FINAL GRADING OF
THAT PARKIN6\IS TO BE TO THE FINISH
ELEVATIONS SHCkVN AND IS TO SLOPE AWAY FROM
THE EAST PROPEI\TY LINE TO THE EXISTING
SIDEWALK AND THE\STREET; ALL AS SHOWN.
5
SOIL DISTURBANCE/GRADING/PHASING: NON -SENSITIVE TYPE EROSION SEDIMENT BARRIER TO
BE INSTALLED TO THE LIMITS SHOWN PRIOR TO ANY SOIL DISTURBANCE IN THIS AREA. BARRIER
TO REMAIN UNTIL THE GRAVEL DRIVE PARKING AND PERMANENT SEEDING HAS STABILIZED.
WORK IS TO BE PHASED SUCH THAT THE SOIL STABILIZATION AND GRAVEL ARE INSTALLED
IMMEDIATELY AFTER EXCAVATION. (NO VEHICLES ARE PERMITTED ACROSS ANY EXCAVATED SOILS
WITHOUT AN APPROPRIATE CONSTRUCTION ENTRANCE.) EXCEPT FOR THE PARKING AREA THERE
SHALL BE NO DISTURBANCE OR EXCAVATIONS OF THE EXISTING STABLE TOPSOIL DURING THE
CONSTRUCTION OF THIS PROJECT. ANY UNFORESEEN EXCAVATIONS SHALL BE REVIEWED WITH
THE ARCHITECT AND THE APPROPRIATE SEDIMENT BARRIER AND STABILIZATION INSTALLED.
2 FIRST FLOOR DEMOLITION PLAN Z
A098 1/8" = 1`0" PLAN
= NORTH
SECOND FLOOR DEMOLITION PLAN z
1/8" = l' -O" PLAN
NORTH
DEMOLITION PLAN NOTES
1. REMOVE ALL EARTHEN DEPOSITS TO TOP
OF CONCRETE OF HISTORIC BATTERY.
2. SAW -CUT 8" WIDE TRENCH. COORDINATE
ALL DIMENSIONS TO INCLUDE DEPTH AS
REQUIRED FOR SOIL LINE.
3. REMOVE REINFORCED CONCRETE 1960'S
SLAB AND VAPOR BARRIER TO THE LIMITS
SHOWN.
4. REMNANT OF 1960'S SLAB TO REMAIN.
5. LINE OF FIRST FLOOR WALL OF HISTORIC
BATTERY BELOW TO REMAIN.
6. REMOVE ALL DEFUNCT UTILITIES, CONDUITS,
PLUMBING AND RAISED SHOWER SLAB.
7. REMOVE REMNANT OF CMU, MORTAR AND
VEGETATION FROM TREAD.
8. REMOVE WOOD HANDRAIL AND ALL ITS
HARDWARE
9. PROTECT AND PRESERVE IN SITU HISTORIC
HINGE HARDWARE TO REMAIN.
10. REMOVE CMU AND STUCCO INFILL, PIERS
AND WALL FRAGMENTS TO FINISH OF HISTORIC
BATTERY
11. REMOVE PLUMBING LINES, CABLES,
ELECTRIC METER BOX AND ALL OTHER
DEFUNCT UTILITIES ENTIRELY.
12. REMOVE SANITARY WASTE LINES FROM ALL
SURFACE AREAS OF THE BATTERY. INSPECT
SUBTERRANEAN LINES FOR POSSIBLE RE -USE
- SEE SPEC. IF UNUSABLE CAP OFF AT 18"
BELOW EXISTING FINISH GRADE.
13. REMOVE 1960'S TOPPING SLAB TO
SURFACE OF HISTORIC BATTERY
14. REMOVE 1960'S STUCCO TO FINISH FACE
OF HISTORIC BATTERY. PROTECT ALL GRAFFITI
IMAGES FROM DAMAGE.
15. REMOVE BENT GUARDRAIL POSTS AND
RAI LS.
16. PROTECT NEIGHBOR'S FENCE TO REMAIN
FROM DAMAGE DURING CONSTRUCTION.
17. EXISTING HOLES IN 1960'S SLAB TO FIRST
FLOOR BELOW.
18. REMOVE REMNANTS OF CMU AND
CONCRETE WALL.
19. REMOVE CONSTRUCTION FENCING 0 THE
COMPLETION OF CONSTRUCTION: SEE SITE
PLAN FOR LOCATION
20. COORDINATE CONCRETE TRENCHING WITH
PLUMBING WASTE LINE REQUIREMENTS
21. TRENCH THROUGH 1960'S CONCRETE
SLAB: DIMENSIONS AS REQUIRED FOR
ELECTRICAL CONDUITS. SEE ELECTRICAL PLAN.
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