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' EXISTING 12" � REPLACE CURB AND GUTTER,
NATURAL GAS MAIN I ASPHALT&STRIPING TO EXISTING
IOO .:p� I SOTR ETTRE TOR�AITION N TES
� 60'STREET&UTILITY �� I THIS SHEET.
� �pAqTM 320) EXISTING WETLANDS � i � �
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_ _� _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — —_ — — — — — — — — — — — — — — — —_ ___ — � �—. i I i .I STA 27+3079,0.01'LT
o X_ �I � I
STA25+g3.36 - � m ��:�c'----li 8"x45°BEND
— O� — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BEGIN 10"HDPE — — — — 0 � - -I STA 27+25.53,0.00'LT
O &DIRECTIONAL BORING � � I i � '
8"x45�BEND
T ' ZO ?/ � � II STA 27+2259,0.00'LT �
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= EXISTING NATURAL z EXISTING 12"WATER MAIN 30 15 0 30 60
U ' AND BUPoED O
� POWER � HORIZ.SCALE IN FEET
Q ' �"— 3 1.5 0 3 6
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(� � VERT.SCALE W FEET
SEWER FORCE MAIN
q�gs INSTALL 499 LF B"DR-25 C900 PVC PIPE.INSTALL EXISTING 60"SSMH-5 GENERAL NOTES
TYPE A TRENCH BACKFlLL&TYPE 1 BEDDING STA 27+4q.04
��9 RIM ELEV=479128
145 LF 10"DR-11 HDPE VIA DIRECTIONAL DRILLING �? 18"INV IN(S)=4784.37 1.INSTALL DETECTABLE WARN WG
I +u�j 8"INV IN(SW)=4785.04 TAPE AND TRACER WIRE ABOVE
`9 O FORCE MAIN,SEE DETAIL 4 ON
�� 18"INV OUT(N)=478427
EXISTING GRADE ?U J � � DEPTH=6.80' SHEET SD-1.
N Q o�z I CONTRACTOR SHALL SPRAY
� — - - � � / ���� � � APPLY AN H2S RESISTANT Z.CORE INTO EXISTING MANHOLE,SEE
4790 _ - - — � � � \ ~ ��Z NEW 8"x45 BEND � NOTERIIOR POER PROJOECT DETAIL 5 ON SHEET SD-1.
� i — � — — � — \ �/ ��= I SPECIRCATIONS 3.CONTRACTOR SHALL COORDINATE
Z F 8"IINV=4785.03 i I WITH THE CITY REGARDING TRAFFlC
w CONTROL,STREET CUT PERMITS,
� STA 27+p5.53 ETC.
� NEW S"x45°BEND i
8"INV=4785.00
STREET RESTORATION
DEFLECTION 6.00'MIN COVER 1.UTILIN TRENCH SHALL BE RESTORED
4�85 STA 21+2322 za°miN q�gs USING FLOWABLE FlLL IN ACCORDANCE
ELEV=4781.11 veRricn�sePnRnTioN I v I WITH DETAIL 2 ON SHEET SD-4.
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2.CONTRACTOR SHALL PATCH ANY CURB
ie��MiN EXISTIING WATER MAIN CROSSING AND/OR SIDEWALK REMOVED TO THE
�T�P- STA.27+12.30 ORIGINAL LINES AND GRA�ES.
3.THE CONTRACTOR SHALL REPLACE
ASPHALT TO MATCH THE EXISTING
STA 27+2259 THICKNESS.A TACK COAT SHALL BE
NEW 8"x45°BEND INSTALLED BETWEEN EXISTING AND
8"INV=4782.04
STA 25+77.35 PROPOSED ASPHALT MATERIALS.
END DIRECTIONAL DRILLING
o q�gQ TRANSITION FROM S"C900 PVC .gp 4.THE CONTRACTOR SHALL RE-ESTABLISH
AND 18"HDPE CASING PIPE
AND BEGIN DIRECTIONAL DRILLING I ANY STREET MARKINGS USING SIMILAR
WI 18"HDPE CASING PIPE — TRANSITION FROM 10"HDPE PIPE MATERIALS.
- AND 10"HDPE CARRIER PIPE AND BEGIN 8"C900 PVC
� INCLUDE END SEALS AND
o CENTRALIZERS PER STANDARD DETAILS EXISTING 12"SEWER KEY NOTES
O MAIN CROSSING iO HIGH PRESSURE NATURAL GAS
STA 27+22.55 MAIN.CONTRACTOR SHALL
o PHYSICALLV LOCATE LINE PRIOR
4775 4775 TO WORK.
- CONTRACTOR SHALLCOORDINATE
u IF WORKING NEAR AND HAVE
- NORTHWESTERNENERGY
REPRESENTATNE ONSITE DURING
WORK.
� CALLJOECARMODY
u
3
° O2 TRANSITIONS BETWEEN C900 PVC
Q 4770 4770
AND HDPE SHALL BE PERFORMED
? IN ACCORDANCE WITH
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