7573059 DrawingsAsOne.pdf
PDF 6 MB Posted
- Attached to
- Replace Handrails, Building 1, MCAS Cherry Point
- Solicitation number
- N400857573059
About this file
These are architectural drawings (sheets A-411, A-412, A-801, and A-802) for a federal construction project, specifically detailing the design of stairs, ramps, bridges, and associated structural components for what appears to be a Marine Corps facility based on the Marine Corps logo referenced in the specifications.
The drawings depict enlarged stair and ramp plans with detailed elevations, sections, and profiles. Key structural elements include precast concrete panels, precast concrete stairs with treads set in mortar beds, concrete ramps and landings, steel handrails painted to specification, and concrete footings per structural drawings. The ramp section illustrates a concrete ramp with precast concrete paver set in mortar, railings at ramps, and connections to existing structures. Precast concrete profiles and wall sections detail the junction between concrete beams, decks, footings, and masonry elements. The bridge drawings show concrete beam and deck construction with multiple spans, including specific dimensions (98'-0" total length with varying span configurations) and elevation details relative to top-of-masonry and finish grade elevations. Light fixtures are called out per electrical drawings. The project involves coordination between architectural, structural, and civil disciplines as indicated by cross-references to structural and civil drawings throughout. The document bears federal order number N40065-08-R-1433 and was revised on August 6, 2007.
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Other files
| File | Type | Posted |
|---|---|---|
| 7573059 Replace Railing B1 Streamline.pdf | ||
| 7573059 RFP.pdf |
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Text version
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15•-9 5 s·
3" 12'-5" 14'-6 1/4" <t_
37'-7 3/8"
ENLARGED STAIR AND RAMP PLAN
1/8" = 1•-0"
·• +3'-6" u T.O. RAILING
• +o•-o"
.,.:; FIRST FLOOR
-2'-9"
~ TOP OF SIDEWALK
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L. --------------------------------- f-----
( C2'
VARIES - SEE PLAN FOR DIMENSIONS
4 EQ CURVED PANELS
12'-0" 37'-3 1/2"
66'-4"
C5 A-306
I r--------------------
VARIES - SEE PLAN
FOR DIMENSIONS
2 EQ CURVED PANELS
VESTIBULE
110011
15'-9 5 8"
4 EQ CURVED PANEL
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14'-6 1/4"
LIGHT FIXTURE, TYP - SEE
ELECTRICAL DRAWINGS
~ . .. ... 1--_ .
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----------------------------------------- f- J
VARIES - SEE PLAN FOR DIMENSIONS
4 EQ CURVED PANELS
A2
37'-7 3/8" A-412
80' -o"
RADIUS
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A3 A-411
A-101
RAILING AT RAMP
BEYOND
CONCRETE RAMP -
SEE STRUCT DWGS---------
PRECAST CONCRETE PAVER
SET IN BED OF MORTAR ------..
WORK NOTES [I]
1 .
2.
3.
4.
SEE PRECAST CONCRETE PANEL ELEVATION cs/ A-412.
SEE PRECAST CONCRETE PANEL ELEVATION 05/ A-412.
SEE PRECAST CONCRETE PANEL ELEVATION 05/ A-412
OPPOSITE HAND.
SEE PRECAST CONCRETE PANEL ELEVATION C5/ A-412
OPPOSITE HAND.
• I ~
CONCRETE FOOTING -
SEE STRUCTURAL
DRAWINGS
-~,....,,.;-~-~-.! ..... !-IO_N ____________________________________________ A_-4---l11@ -~-17..,....,2},.....~-~~.....,0',.....' -----------------A--41---11@
OPNG BETWEEN COLUMNS OPNG BETWEEN COLUMNS
I - 8'-1" 1) - I J 8'-1" ~
2 EQ SECTIONS / C5 2 EQ SECTIONS
/ A5' ,e:-306 / A5' A-412 A-412'
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I I I I I I .• .·• . •.
(. -2'-9"
'-" TOP OF SIDEWALK
- I I I I -I I I I I I I I I I I I
~ r 12'-5" 12•-o" - 12'-5" 3" -
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2'-2" 3'-0" 3'-2 1/2" 3'-2 1/2" 2'-9" -ct 37'-4" ct- 2'-9" 3'-2 1/2" 3'-2 1/2" 3'-0" 2'-2" -1 -~ ...... 4~-~-~-.!...-!-IO_N __ 1_"------------------------------------------A--4-11"@
+o· -o''
~ FIRST FLOOR L
·• -1'-4 1/2"
,,.::: RAMP LANDING
·• -2•-9" 1 It; TOP OF SIDEWALK h--1 ---rl=1f-3r-
VARIES - SEE PLAN FOR DIMENSIONS
4 EQ CURVED RAILINGS
VARIES - SEE PLAN
FOR DIMENSIONS
2 EQ CURVED RAILINGS
VARIES - SEE PLAN FOR DIMENSIONS
4 EQ CURVED RAILINGS
--~....,,...f-~-1~--o,,....~-E_C_T_IO_N _____________________________ A--41---11@
1 2 3
(. +3'-6" •j T.O. RAILING
. +0'-o"
~ FIRST FLOOR
·• -2'-9"
'U TOP OF SIDEWALK
ELEVATION
1/4" = 1•-0"
OPNG BETWEEN
COLUMNS
4'-2"
M
10•-o"
B5 A-411
I ----- ---7 I I
________ __. A-411@
STEEL HANDRAIL -
PAINT ____ __.,--
PRECAST
CONCRETE STAIR
TREADS SET IN
b I h
BED OF MORTAR ---:'to1-----p~--
CONCRETE WALL -
SEE STRUCTURAL
DRAWINGS --~-
FINISH GRADE
SEE CIVIL
DRAWINGS
CONCRETE
FOOTING - SEE
STRUCTURAL
DRAWINGS ---------..
DETAIL
1 1/2" = 1•-0" o· w et::
5' 1 /8" = 1 '-0" -----o·
4t/t'
1 o·
3" 6"
• I-• -fi ' _J • -•
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A-306, A-411 @
20' 30'
9" 1 ' 2' 1-1/2" =1 '-0" ----------c-
O' 1 • 5' 1 o· 15' 1/4" =1 '-0" -----
GRAPHIC
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N40065-08-R-1433
12528974
';WIT 1 2 7 CW 435
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DRAWF'ORM REVISION: 6 AUC 2007
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1 2 3 4
A2 C2 C3
A-802
A-802 A-802 PRECAST MARINE CORPS LOGO - SEE DETAIL B3/A-802
C4 A-802
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CONCRETE DECK 1' 8" . t::·{:f.·
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T.O.
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UL. I-• 11..' BEAM CONCRETE BEAM
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--e .... ~ .... 1~ .... 1·~--o·E ___ S=E __ C __ T __ IO __ N ____________________________________________________________ A--801@
6'-4"
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PLAN
NORTH
4'-0"
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30'-6"
'bo I N[]
4'-o''
21'-0" 4'-o'' 30'-6" 4'-0"
98'-0"
-~,-~ ..... 1~-,.~--o"E,--P_LA_N _____________________________________________________________ A_-8__,01@
1 2 3 4
T.O. MASONRY a, +2'-8" .
T.O. MASONRY ~
±0'-0" ,.., ,,, FINISH S.O.G. •
1/8''=1'-0" O'
1111 II I II II I
I 111 I 111
--~ .... ~ ..... l=D_1.~ .... 0.E_E_LE_V_A_T_IO ___ N ________ A_---.801 @
--~ ..... ~ ...... l?, ..... ~ .E __ S __ E __ C __ T __ I __ O __ N ________ A--Bo,@
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SCSLE GRAPH IC
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N40085-08-R-1433
12528958 :,-;1 I 1 1 1 iii 435
A-801
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DRAWFORM REVISION: 6 AUG 2007
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| A-411 |
| A-412 |
| A-801 |
| A-802 |
File details come from the government source that posted it. Updated .