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DESCRIPTION
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BEGIN
R= 25.00
PC 16+33.46
16.00' RT
287.92
= 70' 01'58"
1 /2 A 16+47.80
20.53' RT
288.27
L= 30.56
PT 16+56.95
32.46' RT
288.62
CENTER:
END 16+63.78
51.26' RT
288.70
16+33.46, 41.00' RT
POINT
OFFSET
ELEV.
DESCRIPTION
(FOC)
BEGIN 17+02.45
58.93' RT
289.00
R= 25.00
PC 16+99.04
49.54' RT
289.05
0 = 109' 57'45"
1 /2 A 17+02.06
26.65' RT
289.59
L= 47.98
PT 17+22.54
16.00' RT
290.12
CENTER:
END
17+22.54, 41.00' RT
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EX '� ORM STA. 18+90,
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10 - _ 10 NE 7TH S 12" S IE = ,�� 287. ti7 00
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_ --- ---_ n 1 W ROADWAY & STORM DRAINAGE NOTES
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0 1 � - - �- D ° j� ° - 10 � 1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
' '- - _ D _ "' 12 CC ° O BASIN, OR STORM DRAIN MANHOLE.
t� - e _ 12 � � PVC \ - - --- -_-___-_ --- - - W
5 - - 12'5 I, w w 10,. w ----- ' - - T - °D 2 CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
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Q 18 a - - - __ _ r- SS 17+49 ; -�N DRAIN PIPE WITH FERNCO ADAPTER.
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O O3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
--- - --
G o �- 5 12 �- l T-T SS 18+71 --W- NEW CATCH BASIN.
W o 0 4-�-- G =TIP 18 r S_S 19+2 ♦ 4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM
-- --- 8 1 4 O
1ti T \ �� 5 �o o - G �- G 6 „ S TI P 12 --- _ __ _ - - __ _ '
S �- -- � O END OF EXISTING STORM DRAIN PIPE
..1 G 12 --- CONTRACTOR TO USE ETHAFOAM
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5 CAUTION: POTENTIAL UTILITY CONFLICT. "
--
/ REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE
15 20 22
` \ � \ , ® ` ® ,� PAD AS SEPARATION BETWEEN UTILITIES
NO E RIGHT ' 6 CONTRACTOR SHALL R M A
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4 4 22 17 6 17 17 _ CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE.
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P ^� �C �Q�o 13 18 20 10 17 Q� 7 I I / o Z O8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
\ 4j y� y �, t3 17 20 17 A, - - -_ �.. WATER LINE. IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF
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20- r 5� >t y�0 ���t.�� 1 9 � 20' 15 STHE CATCH PECIFICATIONS. IN, THE WATER LINE SHALL BE RELOCATED PER THE CITY
co = - NOTE: CONTRACTOR TO POTHOLE �'
z \ 19 M 5� �� z I F. V O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
of co EXISTING UTILITIES TO VERIFY SW CORNER OF NE 7TH ST & FERNDAL'' CT
U N N \` EXACT LOCATION AND DEPTH (� I l" LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH
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IT MAY BE NECESSARY TO
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INSTALL 24" DUCTILE IRON
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DESCRIPTION
(FOC)
BEGIN
R= 20.00
PC 19+66.32
16.00' RT
293.46
A= 90' 00'00"
1 /2 A 19+8&46
21.86' RT
293.65
L= 31.42
PT 19+86.32
36.00' RT
293.84
CENTER:
END 19+86.32
46.00' RT
293.90
19+66.32, 36.00' RT
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10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
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AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
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CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
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11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
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VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP-
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ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR
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TO COORDINATE.
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12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
SEE DETAIL SHEETS 24 & 27.
CB 72 CB 73 CHANGE 32 F - 12" STORM: PIPE S=0.010
32 LF 12S R PI Sz z 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN
- : = : TO TYPE 2 CB:70
CPEP S=0.10 :W :6" GAS CPEP THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND
:> W REPLACE DRIVEWAY IN KIND.
CB 78 :Q W 10" WATER 10" WATER :CB 71 - CHANGE TO TYPE 2 J ,, 300 14 T EXISTING SIDEWALK AND/OR CURB
300 ��" � m � Q I CONTRACTOR SHALL NEAT LINE SAWCUT ,
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CB 79 285 :......... .......:..... 285....:................. ................. 290 .. .....................................................o.... +......... .
................................. .. z....+ z z AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
CHANGE-DEEPE Q ( o .
LL 6"GOAS: ocr) m < CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND
:W 6" GAS Q 15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE,
32 :LF - 12" STORM PIPE: S=_C 8- EXISTING GROUND AND/OR LANDSCAPING DURING CONSTRUCTION.
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:.................:......2..9...5295 &„wATE CPEP S=0.005 ELEVATION = ..... 16 VACANT. W ...............:�
12"SS ED
24"IE IQ Q /// CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE.
o / ��/////i�\��\\�\\��'�,��\,�\,`\'� 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK,
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290 A ...................PAVEMENT, \ \ ND/OR NT A CURB
W- . 1. //. /............ _ .... :........ .
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: 19 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION
- SECTION WITH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET
CB-72 CHANGE ;, 27.
TORM PIPE S=0.011 O 83 L.F. 24" CPEP STORM PIPE S= .. 10
285 �. �\ \\' N INVERT - SEE: BELOW 170 L.F. - 24 CPEP S 285 20 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING SIGN.
....... .........................:..... - -- -
r ................... o .... _/ _ 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR
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CROSSWALK - - -- .
CROSSWALK MARKINGS
a 0 - -- - -- - - -- -- _- - _ - _- _ - - ---- --- ----- ---- - 22 CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER
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SSL OWCITY 0F R NTON STANDARD
DAR LA . 005.1
SS LOWERED BELOW STORM
WER BELOW 280280 �s L�WEREB-ANITARY SESS LOWERED
EX: 12............_......___.----_--,.....................g�LOWS STORM ......... ................. ...... .BELOW STORM _ .................._._ O CONTRACTOR FURNISH AND INSTALL 4
_
INCHES COMPACTED DEPTH
BARMULCH.
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Z 24 LF - 24" CPEP STORM PIPE S=0.089 42 LF - 24" CPEP STORM PIPE S=O.: 10
24 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION
J 40 LF - 24" CPEP STORM PIPE S=D.005 SECTION WITH CEMENT CONCRETE CURB END SECTIONS.
275 = 30 . LF - 24 CPEP STORM PIPE S=0.005 275 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK
............................................................................................................................
PER CITY SPECIFICATIONS
„ EXISTING GROUND @ : 26 REMOVE SANITARY SIDE SEWER MANHOLE
2 LF - 24 CPEP STORM PIPE S=U'@�9 0.015
�OF 7TH STREET N,'
FINISHED GRADE LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE
FLOWLINE RIGHT 270 TO VERIFY LOCATION.
2702,8.
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AS -BUILT SURVEY STAMPED BY
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< < < IV LO < c o� < 00 `t � a DENNIS J. PIERCE, PLS# 33147 ORIGINAL SIGNATURES ON DESIGN PLANS
0 o WSW N O)OCcr o000 Na`ho ���� W� Muir ON2/14/02
< Q °� U U pp C° O Q o0 N N N 00 Qp N N N N pp N N N 00 N U U ap N °0 r00i RECOMMENDED FOR APPROVAL
0 00 00 ,: > > U 06 ao w > > U N SChlmek 8 30 01
00 NNN W W > u N N N � Ld W 3: W 'S Z a_ a_ W � By: 'Y Date:
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N N N N N N �- N NOTE- Plans Redrawn Items
N N _ - N �t By: Ronald Straka Date: 8/30/rn
N N �- N N- N N Removed For Clarity b City. g Mahn Date: 8 1
I- N N cfl N N [Y N N W m Ln 00 W y y �1 • y:
m Ln i� co c° rn I I I Lu a- in rn I I a in I I I 00 a icy I I See Constr. Plans By: Date:
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SHEET: 7
OF: 32
JOB NO.: 00716
DWG: PLAN5
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