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---NEW FIRE HYDRANT
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I _-C(\1Sr_"RLJCT NEW CONC. CURB
"RIGHT TUFN QV1,'_1! 11
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SIGN TO BE PI AC
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LIGHT STANDARD
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,�-,TING CONC.
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7" 'aa`7 1U, �
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SCALE its 26 8
W
ANC GU'ITER PER CITY STDS.
SEE DETAIL, SHEET C-5
EXISTING 5' WIDE SIDEMIUK
lNT SIGN PER A* -
SEE DETAIL,
(TYP.
C. WALK
'A
z
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Lr)
IN
'1 :'.. L �
RIM
I.E. 314.89 SE)
R = 572.96'
= 30,00,00" co
L \300.00'
SD
SD
CONSTRUCT NEW 12' WIDE
ACCELERATION/DSCELERAT1CN
P.T. @
0
0
P6
REMOVE EXISTING
W -
SD -
LEGEND
EXISTING WATER LINE
EXISTING STORM LINE
PROPOSED PSPHALT PAVIM,NT
EX.
16 WATERLIN E
10,
CD
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W
_1.Typ.)
DOUBLE
YELLOW
ONSTRUCT NEW 15' WIDE
Ln
LINE TO
-b%9ACCELERATION/DECELERATION .5so
C14
LANE
ANE
/1'EFT TURN LANE.
N.E. 3RD
STREET
NEW TRAFFIC REFLEC'MR
BUTIONS AND-?AZTED LANE
LINES PER CITY S7bS,__
SEE DETAIL SHT. C-5
EXIST. 12— KIWI LINE
CI`YP. - 13 BUTIVAS)
SD...
. ....
- — -------
W
0
0
BEGIN 3.1 TAPER FOR
NEW 15- WIDE ACCELERATION/
DECELERATION LANE
4-
3*
All
rjq
351
0
W 0
a 'Ex .G CAW1, 1:
RIM = 321.30 co
I.E. = 318.5 '8" SE'E
I.E. = 318.5 (6 " NE)
k. 40+92.92 rRR = 535. 1
14"
V6
143.76'
CONSTRUCT NEW WIDE SOLID A
CONCRETE CURBING. SEE DETAIL,
SHEET C-5 'TYPE "C")
i I SAIA UT EXISTING AqP"AfT PAVEMENT
E�: iSTING CATCH BASIN
I.E. = 314.06
I U - M1',Yt_1'4U r�A-LOI-ILNU EUIX
SMOOTH CONSTRUCTION BUTT JOINT
CONC. CURB
1.0' BEYOND EXISTING GUTTER
SIAWrH CONSTRUCTION BUIT JOINT
EXISTING CA'ICII BI-
RIM =321.48
STA 39-PF,4
31A, -ft-' 20
I.E. = 317.58A8"
16 x 11" 1.
7 1, 1 N G V -\L vE
O
l�1
20 L
0 T D. HYDnAN
,%:>F- (clER .:REN"fQN SIDS)
T ASS%f LT.-" 52 8'
BLOCK Bt
3HACKLIF AS REQUIRE L.
S7 + o q
I
HTO
STA _T 30
----I T-r ar F-E
REMOVL & REBUILD EXIST.
HYDR#I%NT ASS`.
6:: C.I. SOLID &_EEW
6 D.I. PIPE AS Nt-LIbrA,
REINSTALL HYU. LT. = 5Z .7'
SHACKLE ROD a BLOCK TO
REMOVE EXISTING CONC. CURB
..� - I
r.ITY OF RFNTON STANDARD
m
MAINTAIN EXISTING DRIVEWAY
WILYfff AND LOCATION
F*00WAmm
AWROVAL
r aATF
rd--n- .1�f, � 11� 0,4.rt / 0 F7
NOTE: WYD,iA�7- -f-*, x3EMAIN COVE M'LD
ANC. ?',I;l 'DF _SERVIC:- '_INTIL
F,AO-SiNC IRESDS'J�.E. a PURITY
EXISTING S.D.M.H. TO REMAIN
RIM = 314.34
I.E. = 307.69 (12" W)
I.E. = 307.54 (12" W)
BEGIN 25:1
SMOOTH TRANSITION TO
EXISTING IPFa!\D WIDTH
,-)NC. CURB
AN! L 6 U'I'21 I,"
EXISTING C - _:1_BAS1N
RIY-= 316 .79
I.E. = 314.89
RIM = 317.15
I.E. = 312.45 (12" SW)
I.E. = 312.55 (12" NE)
I.E. = 314.25 (8" SE)
I.E. = 313.75 (8" 'NW)
1NITERSECTION N.E. 3RD STREET
STA. 42+36.68
EQ. JEFFERSON AVENUE N.E.
STA. 0+93.21
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DATE R E '�_o N S c; V I S type (late
9129/8 ADDED FIRE HYDRANT PER CITY REVIEW -.W W1�/f2z
AS -BUILT PER SECTION 7-4 CONSTRUCTION MANUAL
FOR MUNI L PUBLIC WORKS C NSTRUCTION 1973 10/1/87 REVISIONc, FOR CITY APPRn (By CIT'v ritN_r(_)N)
ENGINEERS APPROVAL.6,-/'_-..�e!!�) - — pro). sheet
1130/89 REVISED FIRE HYDRANTS PER -AS-BUILT- CONDITIONS
FAC #5?62
Ulu
6Y 011RIF&OR OF PUBtk W )PI4 P_/i�5/65 1�c�.L,UPF_r) At5E5L1i L-T f-IT!5 ff,�nF—; ff ii:�
BY DATE Consulting Engineers !nc. `4� i
Lurid Plonning. S*jrvf'),y & Er%q1ne*rInq Sp*c1ollsis
662S So 1*00. So Sinn. 103 Rom V1.41, 96CJ2 (204; 372-SS22 rev.
3.0-08
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