civil land development portfolio
TRANSCRIPT
5/31/2015 To whom it may concern, Please find attached my Topography drafting/design portfolio for your review. In this project were given the task of finding a 10-15 acre area anywhere in the city of Austin to create our own development. The work in this portfolio was conceived and designed by myself with the tools I learned while in my Civil Topography in spring 2015. The following plans include:
- Tree and Topography Map - Initial Surface Elevation Map - Initial Surface Slope Map - Subdivision Plat - Final Elevation Map - Final Slope Map - Preliminary Street Plan & Profile - Proposed Street Plan & Profile - Grading Control Plan - Final Street Plan & Profile - Street Section Views - Quantity Takeoffs List
I learned how to create the following as well:
- Corridor models - Road Assemblies and Sub-assemblies - Corridor surfaces - Daylight modelling to surfaces
Please feel free to contact me with any questions. Thank you for your consideration and I look forward to speaking with you, Matthew Dailey 512-680-7028 [email protected]
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NOTES:
641S-1
EXISTING GRADE
R.O.W.
ROADWAY
STABILIZED CONSTRUCTION ENTRANCE
PLAN VIEW
PROFILE
CITY OF AUSTIN
STANDARD NO.
ADOPTED
WATERSHED PROTECTION DEPARTMENT
CITY OF AUSTIN
THE ARCHITECT/ENGINEER ASSUMES
RESPONSIBILITY FOR APPROPRIATE USE
OF THIS STANDARD.
15 m
(50') MIN.
GRADE TO PREVENT RUNOFF
FROM LEAVING SITE
200 mm
(8'') MIN.
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
15 m
(50') MIN.
1. STONE SIZE: 75-125 mm (3-5'') OPEN GRADED ROCK.
2. LENGTH: AS EFFECTIVE BUT NOT LESS THAN 15 m (50').
3. THICKNESS: NOT LESS THAN 200 mm (8'').
4. WIDTH: NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS.
7. DRAINAGE: ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE
SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.
5. WASHING: WHEN NECESSARY, VEHICLE WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND DRAINS INTO AN APPROVED
TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY
STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.
6. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AS
WELL AS REPAIR AND CLEAN OUT OF ANY MEASURE DEVICES USED TO TRAP SEDIMENT.
ALL SEDIMENTS THAT IS SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
ROADWAY MUST BE REMOVED IMMEDIATELY.
5/23/00
RECORD COPY SIGNED
BY J. PATRICK MURPHY
CHAIN LINK FENCE
DRIPLINE (VARIES)
CRITICAL ROOT ZONE
DRIPLINE
TREE PROTECTION FENCE
FENCE LOCATION
CITY OF AUSTIN
STANDARD NO.
ADOPTED
THE ARCHITECT/ENGINEER ASSUMES
RESPONSIBILITY FOR APPROPRIATE USE
OF THIS STANDARD.
TREE PROPTECTION FENCE
TYPE A - CHAIN LINK
610S-2
1.5 m
(5'-0'')
(LIMITS OF CRITICAL ROOT ZONE)
RADIUS=12 mm PER mm (1 ft PER in)
OF TRUNK DIAMETER
6.O m FOR
500 mm DIA. TREE
(20'-0'' FOR
20'' DIA. TREE)
WATERSHED PROTECTION DEPARTMENT
3 m (10'-0'')
MAX.
11/15/99
RECORD COPY SIGNED
BY J. PATRICK MURPHY
SF
L=
642S-1
SILT FENCE
TRENCH CROSS SECTION
150 mm
(6'') MIN.
150 mm
(6'') MIN.
TRENCH (BACKFILLED)
FABRIC TOE-IN
GEOTEXTILE FABRIC
STEEL FENCE POSTS
MAX. 1.8 m (6') SPACING
WOVEN WIRE SUPPORT
10.1 mm DIA. WIRE
(12 GA. WIRE)
NET BACKING
600 mm
(24'')
3. THE TRENCH MUST BE A MINIMUM OF 150 mm (6 inches) DEEP AND 150 mm
(6 inches) WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND
AND BACKFILLED WITH COMPACTED MATERIAL.
4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR
TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST.
5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR
OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS
NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
NOTES:
1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT
ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED
A MINIMUM OF 300 mm (1'').
CITY OF AUSTIN
STANDARD NO.
ADOPTED
WATERSHED PROTECTION DEPARTMENT
CITY OF AUSTIN
THE ARCHITECT/ENGINEER ASSUMES
RESPONSIBILITY FOR APPROPRIATE USE
OF THIS STANDARD.
STANDARD SYMBOL
FOR SILT FENCE (SF)
2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR
MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT
AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CAN NOT BE TRENCHED
INTO THE SURFACE (E.G. PAVEMENT), THE FABRIC FLAP SHALL BE WEIGHTED DOWN
WITH WASHED GRAVEL ON UPHILL SIDE TO PREVENT FLOW UNDER FENCE.
7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 150 mm
(6 inches). THE SILT SHALL BE DISPOSED OF ON AN APPROVED SITE AND IN SUCH A
MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION.
5/23/00
RECORD COPY SIGNED
BY J. PATRICK MURPHY
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