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MONROE AVENUE NE
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ROADWAY & STORM DRAINAGE NOTES
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000NTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH
W BASIN, OR STORM DRAIN MANHOLE.
CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM
i- --- — — — --?-1 �_ DRAIN PIPE WITH FERNCO ADAPTER.
O CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO
U E - _x_- EL- -- -- WNEW CATCH BASIN.
- -- -
r- 12"CMP ----- --- - -- O4 CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM
- - --
W D -° C -- ----- G END OF EXISTING STORM DRAIN PIPE.
i 2" CMP D C G
-� LSD ABANDONED D ---- 71 00 (DCAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM"
D
------ G - v 70+00 PAD AS SEPARATION BETWEEN UTILITIES.
- -- - v 69+00 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE.
F- - S CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE.
- --- -
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------- S ° - __ _ - W -- 8 CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH AND LOCATION OF EXISTING
S - - - - J _-- Q --- -- - - — _. - _
l W T T __ _ WATER LINE IF THE WATER LINE CONFLICTS WITH THE INSTALLATION OF
W W - T — - -
o c ABAND❑NED 10"W - W T _— T s W X THE CATCH BASIN, THE WATER LINE SHALL BE RELOCATED PER THE CITY
- - - — - - ___ _ _ .
__ — T - T �� X SPECIFlCATIONS
- - W 10" _�_ _ V - - T _ -
- - _ J O9 CONTRACTOR SHALL REMOVE, PROTECT, AND RELOCATE EXISTING
- -� — _ LANDSCAPING, BLOCK WALL, AND/OR ROCKERY. COORDINATE WITH
4
_ — — — — — — D PROPERTY OWNERS.
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— — B"PAC 1O CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
D a AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
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CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND.
z W > z W "' 11 CONTRACTOR SHALL ADJUST EXISTING CITY -OWNED MANHOLE, CATCH BASIN,
:
Cl SSA,,, c v v v q v O VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP-
00
� u J o ,N > <f U > ANY TO ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR
MM w���Mcc �� n�� m�co �� �co� �� �� TO COORDINATE.
00 = z WQ °; L `'�'- CO n_ °� ° 0- CO M I 12 CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH.
- 0- Oj �' o ' ^ I "T o >_, I I >- `�' CD SEE DETAIL SHEETS 24 & 27.
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Ld iL „ , „ �, 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED IN
�i I +� r v U+ H o u o o m o m m o m M M �' o THE FIELD BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND
00 m + �� w ( `D W v `0 w 3'^ 1` W �' �' _ W w __1 �' REPLACE DRIVEWAY IN KIND.
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LOL X Z X XIF- ,� a x x W w x� - 1 J w x w W W x W 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB,
W (%o LIJ Q IW M Q IW 0 Q� i--i r-� � W � �
� Q �-' o I � W � w w,c� � � AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL
X N CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALK IN KIND.
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15 CONTRACTOR SHALL PROTECT EXISTING HYDRANT, SIGN, WALL, FENCE,
EX. CB S IA : :
31 LF - 12" DI JX8 25': RTCL
: AND/OR LANDSCAPING DURING CONSTRUCTION.
S=D 0.021 VACANT.
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° CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE.
17
395 ............... ............
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.............. ........ .....__-� _ -- .............. .:................:................:
�. ...................................................................................................... ................ ... 18 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK,
PAVEMENT, AND/OR CURB.
L10" WATER EXISTING GROUND
E E E v A T I ❑ N CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION
SECTION
400 NTH CEMENT CONCRETE CURB END SECTIONS. SEE DETAIL SHEET
�. �......1 ................ /.. / 27.
CB-2 �, EXISTING CB//���/����\\/>\\�\\�\\��\/, : : TRACTOR SHALL REMOVE, ROTE AND RELOCATE EXISTING SIGN.
/\\��\�/\�/\/�\��\��\/\�///�// ' : 20 CON VE, PROTECT, A
/ /��/� //�//.///�i� /i CMP :STORM
21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/OR
395 EX. 6' CC S s T : _- _ T _ --- CROSSWALK MARKINGS.
CURB �p CONTRACTOR SHALL FURNISH AND INSTALL RAMP 'ALTERNATE' PER
395
R
- - _ ------------ :----
- EX, SANITARY .SE
-_ -- CITY OF R NTON STANDARD PLAN NO. 05.1
X, 8" CC SANITARY SEWER 23 CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH
BARK MULCH.
EXISTING CB
390 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION
SECTION WITH CEMENT
117 LF 12" CPEP : 26 LE 12" DI
:0.003 S=D'@Q_ 0.018 EXISTIN r EXISTING TYPE: 1 CB STA, 68+35, 24'RT
25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK
: PER CITY SPECIFICATIONS.
385 395
385 26 REMOVE SANITARY SIDE SEWER MANHOLE
.....................:................ �............... ........
2„ GAS LOCATION OF EXISTING ® DRAIN APPROXIMATE CONTRACTOR SHALL POTHOLE
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TO VERIFY LOCATION.
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W a J - °� z 12"CMP N 395,4B 395.48
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_ M o M 6" 8 NW IE= 3 50 395.50
m 3 11 6" ,&�" NE IE= 95, 395.52
a + 11 w z 00 M Q` Q` 6" SE IE= 395.53 - PLUGGED
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AS=BUILT
AS -BUILT SURVEY STAMPED BY
DENNIS J. PIERCE, PLS# 33147 ORIGINAL SIGNATURES ON DESIGN PLANS
ON 2/14/02
NOTE- Plans Redrawn, Items
Removed For Clarity by City.
See Constr. Plans
for Original Design
RECOMMENDED FOR APPROVAL
By:
Gary Schknek Date: 8/30/01 _
B: Ronald Straka Date: -V/3�
By: Rob kdMn Date: a/,_3o/oi
By: Date:
0 1" 2"
TWO INCHES AT FULL SCALE
IF NOT, SCALE ACC❑RDINGLY
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SHEET: 21
OF: 32
JOB NO.: 00716
DWG: PLAN18
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