HomeMy WebLinkAbout3779-3 L
EXISTING TOP OF CURB
54.93' 132' LEFT OF ¶NTERLINE —
LO.C. j
EXISTING GROUND 044' t t t t
I-' LEFT OF CENTERLINE- �; U ��S �' U ppZi R
8 8 � g R r, _ _ _ _ _ _ _ _ - - - - _ _ - - - - -� fi- • - - 1oi6x1^ :,_ �_ — (o.34x�_
1
�TPI —
0.3 - - 0.40% - T 40X
PROPOSED TOP OF CURB • 32'-- 8
LEFT OF CENTERLINE 71.c EXISTING FAD SURFACE
•
• CENTERYNE
-♦'PROPOSED FINISHED SURFACE 4 t
DUSTING NG RASHID SURFACE
• CENTERLINEd.-. $
• lNIE S 8 8 I Z 8 .
r� Q p p 5t `1r
[i N. ±N g4 t N N co ._
N 8 $ 8 R • • =� N �.58x� _'- SO_34�- S!)._VII 8
* PI
-
MI Pr)
H4 N � �. ::
M -4 113-20-ctt
61 ' .— i
TOPOF BERM
.____ _
• 12' RIGHT OF
EXISTING TOP OF CURB •32'
CENTERUNE
FOCHT OF CENTERLNE
Zi
8 � 8 � 8 ^
f 8 $ 8 8 8 •• 2 8
8 � 8 8 � + • IR
8 $ " $ w °' 4 o, , 0.40%
'8 x $ .fid va °' n - "' 034x} �• � -__-- k_9.44%1-
- 1320 RI 41.1.., M (0.44X) =�:� �o. - - - -miin-,�_ -__ _ 1320 RT
(0.2.%) '- (0. ) - - - - - -
.CONTRACTOR TO VERILY LOCATION ,
AND ELEVATION PRIOR TO START
OF CONSINUCTI )N. t POLE
__ HMO
1.=40'
11.00 12+00 13.00 14+00 15.00 16.00 17.00 18.00 19.00 VetT:is 4' .
ELM AVENUE cum sow
EXisnNG 30' STORM DRAW CITY DWG NQ 40 0 20 40 80 160
mug! PER CRY D . NO. 1290
1 "')t�!i �i .-) SEE SHEET 3 OF 5
EXISTING 8' WATER (N MT)
1� 1 1 1 1 1 NNQ1 s 40 FT.
mi Cr
'��i � R w ,CONSTRUCTION NOTES
rri
( 20 5 lic Mar 1-11 0 CONSTRUCT 6.5' AC PAVEMENT (MIN) OVER 12. OF 95X COMPACTED NATIVE SOL
i N 6
r-- (SEE GENERAL NOTE 31 8: 32)
I NWONNG 4810 E 410M S PER
CITY DWG. NO. 12900 CONSTRUCT 8' PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
S; �, ISEE SHEET 1 OF 5 CONSTRUCT 4' PCC SIDEWALK PER CITY SID. D . NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
25 26 27 28 29 30 31 32 33 34:1-;-. ' II -• 0 + 3 12 0 CONSTRUCT CURB ACCESS RAMP PER CITY STD. D . NO. 1006
ID - UNE OF , 7 UNE OF r 41 I ^?S - VW
0 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CiTY STD. DWG. NO. 104, W=5'
NEATER 1� • I s SIG♦IT SIGHT . . •' �' 1321.27 TC �4 - [EXISTING
-- 0 PROTECT IN PLACE
s , SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' ANN.
. RAV
o -- / -- -- -- -LOT A �,�� .,,'• � 0 - IXIS TING 10' WATERN Q__�,� EIMIlibilarallEr i / _____,..._L__ 0 GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN HEREON
iml M�MN UNNNNdemm — =...........=:r........_- �� r �i _ oma mompoi v Q ADJUST MANHOLE FRMS COVER TO GRADE PER CRY STD. 109
-- — — 2I ( = _ +; - i 1 : 'a owls EDGE OF • �:/� %1 �'` 7 �r`7�b — — — — — — - INSTALL 16,000 LUMEN HPSV (150 WATT; 115) LUANHANE PER CiTY STD. DWG. No. 1016
_ — —R#EI�f- — ' - :J i ' : +' V� '2' 3,I — — — 0 0-40 \ Az J ;� EWSi1NG 661 STORM DRAiN
i 'WV.
/I'—_ .i ' moi' / ,/. `t� N 0 PER CITY DWG. . 3384 ® ( )
eg gi /..////// �//.,�/ice/ /'� //"117� /�/ /�/.tJ �/// �� /, 17 _ -i---
1413759'42"W 8 _ _ SEE SHEET 2 of 12 TE EXISTING CABLE BOX ERs
A/Pr A --
"Or'ill TB-F7417-Ct IALLER-ANIff=
T fliglit'SIF i-eS4r. I/ // ....... LEGEND
//////.U"WA /IYAIZ��lI//ZAFAI����Z/ZIZIY�/IVAIA6:f//�ZiIZ/ZAVAIZ�A�/AIZAYI/AIZw�.2.07ilYAIZ_A_.I/ZAWAIZ����� AI 1 1320.•
y At y -:p127441, / / fj