Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
TED4001886.3
I r 4 � 1 �� � CH1►�N - C�i aI �pM� I - -- '� T• E _ � 15.O 3 Soso F_H �'•. � � __ I I.aB(I8"f�l�) tA�( \ 11 S E PA Ra.To FZ 1 TE - 15 8 t IC 1.E. � II. U 3 gy GoN►J6GT To �x 15T. C• � 18" 5TUP FR.oM PHASE -7 1 1 © GOtJ'blTFZ0CG j lotI 1' VAUL t PE�4?- PAGi FIG I IJ-re ZI\1At1 OQAL f;� c1uUeef--I Jy #SIO Co -S �_ � 11 t orz r:q uAL SEE Pe-UiL rKI BHT yi i 0 1 '9 3 co' c o •r-r o1J w oo p 1 1 CH LANE � M T A -a Z Q,u �lorTofi w ooU II k Ep 24 Co-Pr&Wwo Q 1 •" r �S 1' PAR Gl x 11 X L o 1 N • • 1 1 C� � �r-fol.►w S -e_j a 2 to \ FI 125 PS 12..55 IS N GAP £ MARK F::I I 11 - 1' 1e F- lb --I t�IG IL - O I b Pam F - J IZ A2- Vz \a / / � f GOTTD►JWcb s — B LI I L--l- piz�-�,✓I r�l i t- 3-gq y Vy �- XPANSION JOINT A' SLOPE 6:1 ," (TYPJ - EXPANSION JOINT (TYP.) GEy NERAL -- , 4- L DUMMY JOINTS SHALL NOT BE .:::. LESS THAN 3/16"IN THICKNESS AND SHALL BE OF THE SAME DIMENSION AS THE CURB S GUTTEREXCEPT THAT EXPANSION JOINT (7YP.] IT SHALL EXTEND ONLY 2-1/4' INTO Cw JELLED C"e- wq-t,5 GUTTER SECTIOK a• T"Icic co,:(.. STREET WHERE THE b III DRIVEWAY EXCEEDS 16' FAGE of ciOL6 IN WIDTH A 2" DUMMY JOINT SGORE L-ir IG--,,, EXPANSION JOINT SHALL B[ PLACED LONGITUDNIALLY ALONG CENTERUNE. dg ANw -cJT -�� 10.10 MAX. SLO 1/2" EXPANSION JOINTS SHALL BE •:,•PE ,' PLACED AT DRIVEWAY RETURNS AND AT '-! •' - 10" THE BACK OF DRIVEWAY. ?-CONCRETE SHALL BE CLASS 8(3/4")AIR ENTRAINE6 PORTLAND CEMENT CONCRETE. SECTION A -A NO-fE '. REMo-/E ExtSr, Dow, -,-LEA (00,- G.JR-6 ,;Ico.Jc. STRE6T PJMT. as REQ'R pits VE1aAY pETAI �. �Iff d Z �O cr C� LL s: Z> T� i �z ols� 0 w w w O 7 z, �w ^� = .J U > cr- v z m CD CD x m W W ~ Z 0 O � � Y � Q Z Qz COL a _ a: p 3 3 Q Q U) LL O Z O c '.z 2 V/ 0 w0 a w = W w > aIr Q o Z Y. W J Q J 0 Z � m w U Y 2 O Ir O U. '?RAWN H` J.A.L. CHECKED By C.J.P R.G.G. 111= 201 9- 1- 88 88178.01 c_ 5 SH�t