HomeMy WebLinkAbout24-17-ITB - Attachment C - Driveway Head Wall - Mitered Ends DetailsEXHIBIT C
' _.. _. � . � �� •�� I ,- — •— 10
4* MIN
ITs ----- ---
LOGTM VMWr
DRIVEWAY SHALL BE CONCRETE WITH WIRE MESH
OR FIBER MESH -TYPE CONCRETE.
� to� IV xw� jr{---Nw
I I NOTES -
CULVERT i IN
API
�I✓qy CULVERT SIZE VARIES 1. SLOPE OF 3.1 MUST BE MAINTAINED
' 12, As, OR lir ••� I FROM DRIVEWAY SURFACE TO
INVERT 13F CULVERT. DEEPER SVALES
REQUIRING MORE THAN A W PIPE
\ _ _ EXTENSION FROM THE DRIVEWAY SURFACE
TO THE REQUIRED 34 SLOPE SHALL HAVE
111 . • �`i>\ I —rw — 6,J A REMOTE HEADVALL.
PLAN VIEW 2'BE SODDED REQUIRING REMOTE
CONCRETE SURFACALLS E&
�• h/ 3. NO CHANGES CAN BE MADE TO THE STANDARD
DESIGN WITHOUT CITY ENGINEERING DEPT.
APPROVAL THE CITY UNDERSTANDS THAT SOME
DEVIATION MUST BE MADE TO FIT DIFFERENT
FIELD CONDITIONS, BUT THE STANDARD DESIGN
STANDARD HEADWALL sue`. • SHOULD BE FOLLOWED AS NEAR AS POSSIBLE
4. CULVERT PIPE IS TO BE A MINIMUM OF 12• DIA.
` OR GREATER IF DEEMED NECESSARY BY THE
ENGINEERING DEPT. MEADVALL SIZE SHALL INCREASE
' PROPORTIONATELY IF CULVERT SIZE IS GREATER THAN
•, 12' DIA.
S. CULVERT PIPE MATERIAL ALLOWED ARE CONCRETE DOUBLE
WALL HDPE AND ALUMINUM ANY OTHER PIPE MATERIAL
MUST BE APPROVED BY THE ENGINEERING DEPARTMENT.
F❑❑TER DETAIL 5• THICK MIN C ALL RESIDENTIAL DRIVEWAY CONSTRUCTION SHALL BE
ON 95% COMPACTED FILL, FOUR INCHES THICK, 3.000 PSI
CONCRETE. THE CONCRETE SHALL BE REINFORCED WITH
6 X 6 1 10 GAUGE WIRE OR FIBER MESH CONCRETE.
PER LDC 54-33-1=e)(7)
FOOTER DIM+ B• WIDE REMOTE HEADWALL
W DEEP
Tm i- -zz va
/ \ \ E.O.P. OFS�SWSTYAK
u�w I Aflteneed Abds O te//