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VER T- 1 4
10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00
01 SAWCUT AND REMOVE EXIST. AC PAWNG
LINE OF SIGHT
(SEE LEFT)
PROP 0 GRIND AND OVERLAY EXIST PAVEMENT (0.10' MIN).
--RIW
PER PAVEMENT JOIN DETAIL ON SHEET 1.
jp P 103
LOT 2
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LOT 3
P LOT I
(2) CONSTRUCT 4.50 AC OVER 12'" MIN. OF 95% COMPACTED NARVE,
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CONSTRUCT 4n AC OVER 12- MIN. OF 95Z COMPACTED NATIVE,
SUBJECT TO GENERAL NOTES No. 32
66
CS
6 9
LINE OF SIGHT
-00"T- r�V --�-A LAI�� 'GA C14 CURB AND GUTTER PER CITY STD. 1003.
;t 11+94.41 "'POO " R AVE,
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40 MPH EXIST. S CONST
EXIS 7ING RIW
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T LOT 4
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@) CONSTRUCT 6" CURB AND GUTTER PER CITY STD. 100J.
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E T. FIRE HYDRANT-
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INE
. . .. . ............ .... .. ....... . ... —`50 CONSTRUCT 8" TO 6" TRANSITION CURB RETuRN.
SA WCU T LINE
4 E�
',7- 7'
F
PROP." 8" SEWER PER Z
POPLAIll A +
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9+00 LV-/. 2 14+00 00 CONS7RUCT 8n CURB RETURN.
E, WIN 16.50 TC
DRAKING No. 402.1 - - -----
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CONSTRUCT 4" PCC SIDEWALK PER CITY S7D. 1015.
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7 ..... .... . 10
68.2j FS
EXIST. tOF
7'
74�W. 4HL CONS7RUCT CURB RETURN ACCESS RAMP PER CITY S7D. 1006.
%
EXISTING RIW,�U ....... . .......... .. ..
Op�� EXIS T. J S
LOT 8 LO c 03 81A
IiEOP 1""), "t CONSTRUCT 8" THICK PCC CPOSS GUTTER PER CITY STD. 104. MODIFY Wwti TO 8'
tlfup. 0 �1�4 Wt. K 1�
SEE SHEET 3 FOR EXIST AND i,� "A EXIST. 8"' LOT 5
C>
ORA W� a 402
�g 9 5 PHOP—') PROP. 8" SEWER PER
PROP. STORM DRAIN DE7AILS ING R1W LPROP,'
3
5:U1 DRANqNG No. 4021 R/W
R/W E*T
vp/ 5 110
R � C=� /6� CONSTRUCT CURB OPENING CATCH BASIN PER
INE OF SIGH �l
'10+570 RANDAIL AVE 9
L=300 R CS c/) SPPWC STD. 300-2, PER DETAIL SHEET 4.
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10+57.62 8
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IST TOP 63.66 TC "ItXIST PO
1-l" , 11 z t
X , FE OP LOT 8 65. 10 FL i 11 1 1 �- 1 64.01 FL
OLE CONS7RUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY. STD 1005 PER PRECISE GRADING PLAN.
62.99 FL VITH
65. 10 FL
T, EET�1111111[
LOT 7
RETAINING WALL
318 10 ITER-'- 14
'k , , 'PROP LOT 8
LOT 6 &NSTALL FIRE HYDRANT (BY OTHERS).
RIW
'EIS T. 2� 6AS
RANDALL A VE LINE OF PER SEPARA TE DIAN THUS A VE LOT I (f) REMOVE AND REPLACE EXIS77NG A. C. DRIVEWAY.
(SEE SHEE T 3) WALL PLAN POPLAR A VE LINE OF SIGHT Q CONS TRUC T 6.5'u A. C. 0 VER 12 " MIN. OF 95% COMPA C TED NA T/ VE�
(SEE SHEE T 3) (SEE RIGH T) (SEE LEFT) (SEE LEFT) LEGEND SUBJECT TO GENERAL NOTE 32.
CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. 313-2, CASE A,
I h'
'T
N1
DIANTHUSAVE PROPOSED AC PA WNG PER DETAILS SHEET 4.
POPLAR AVE INS TA LL S TREE TLIGH T PER CI TY S TREE T LIGH T PLA N NO. 4020 L T
Alms GRIND AND OVERLAY DISPOSITION NOTES:
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1/26/2007 2*27:0,4 PM