HomeMy WebLinkAbout1704-26Light RSP, (colzor&1ed)
/4 To17 �4. S. P /wTn, R S P
Method 9 7 Molhod B-,
Natural
SECTION A - A
SECTION B a --m B
in 4
L010 -A
PLAN
,900k 5,01- Asff QPRON NOT S -
A. Roe le avo' col 7cref e ho be used sha//,be h7
accordance n111h the 4yhowe /n
6echo17 V of the sfal7e'ard 9pecifieafibMs.
B. T17ere 5ha// be a grow/ bed oi�r al leas/ e inches Mwealh the.
7irsf layer of rock 4// the valashelW&eP the 11041*s
shall,be Pilled wi/fi spac11yr 6efyviceW
the rocks shall beg" 1;7ches.
C. 541171ace roc*s sh011 be embeda'ed 1,)10177 /2 to 21
'their- 1naX1rV1_11W 0'1;77e17Si017
P/,oe f/ea,, -///
.
F/OWIAI�e 7�e A �ifcf
.J
ROCK SPLASH APRON
�V
oar
2 PROJECT ENGR. DATE DESIGN ENGR. DATE
�whera show)
Tyoe PlIch -
�wfierc
-i23
22
2/
-000" IQQe
� x,115
60d ar
Lemic�5
DIST.I COUNTY I ROUTE I POST MILES -TOTAL PROJECTI SHNOT 13HEE L
oB 1,R ,/e�,o1.O I C R) F n a 1261 39
75
REf'ISTERED IYIL ENGINEER NO. -___2,
Q
Date Approved u U S 97
20
�A,oProxirMMe /ocaf%or
l6
del� `� �,' eXisfi�g dirt frail
Ofae
r r" o���la�
r V
� r \
fol
Q�-
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Do -
P/ace /46 Lin. �"f /p,2" span) x l/'0'' r' se)
IStructura/ Steel ,°late Vel7icU/qr Llr�der
fid•/09''fhick), 6"x2" Corrugaficrossing
/ace
",'*Che coa pacfedWfive soil
717 1;7ve/'J'`
I
=� Agoroxirnorfe location
EX1JM7 di?l frail
PLAN
I nim vPrn.on
� a
�'• ,both was ���
IFrflUI& ,
03 -�P/4c� / /f7�cfr Cam acfeA'17a//ve
soi/ 0/7 /�7Ve1-1 6 C�
Per Std. 6/4 -/Afferna f e ds fie G .- 0
� 2� Mod P/ace /�6 Gin. Ff /2-2 �soan� x /� D �r�sej �C�
&1rachb7a/ steel pla/e !/el7kwlor Undercrossing �o
(0. %0,9"thick, 6'x2"0orruyya/ioWx, ,oar 45/4! 9/.1-/
L 70(46,eve/s, Alell le 2, per Vefgi/, eef
S E C T 10 N
SLOPE PAVING
(END BEVEL DETAIL)
VEHICULAR UNDE1/-RGRQS,,,S_]NG
t
�Nof .n/
I.
L r
BY µ�
NO CORRECTIONS THIS SHEET
DRAINAGE DETAILS
ROCK. SPLASH APRON,
SLOPE PAVING, (CONCRETE.,,)
VEHICULAR UNDERCROSSING,-
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