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12.0'-_
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MH-06 I 10' 1 I
STA: 12+22.02
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RIM: 2615.3 3
/ N.T.S
BLOCK 1 I I INV IN: 2606.57 (S)
INV OUT: 2606.47 (W) I I �• WATER CONSTRUCTION NOTES
10 �
15 i � % ❑1 INSTALL 12" PVC C900 WATER LINE. 4' MIN
COVER IN PAVED AREAS PER CITY OF
r- F- L0 � � F- 10 Q 10.0' 00 J I BLOCK3 �� % ' / MERIDIAN STANDARDS
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OO 00 LO I Ln lf) CO 0 I I + I �� i ❑ /
+ r� + Sri + � + � + rj � ,� N o r7 I 1 / � � %,�,� 2 INSTALL 1" SERVICE LINE WITH DUAL 3 4"
N r� N N I r� �_ N '� '� 75 1 vi ILL. METER PER CITY OF MERIDIAN STD DWG W1
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MH-03 Q � a � 3 Q � Q � 2 � L I W col 11 11 & W3. z
STA: 11+96.07 N o o cn � o O O 14 // / ❑3 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" 0-
RIM: 2614.13 2 3 2 2 2 I 1 / V' I D METER PER CITY OF MERIDIAN STD DWG W1 U)
0 I n 0) 11 11 & W2. o
INV IN: 2605.58 (E) / c I m
INV IN: 2605.58 (W) 0 I Z I I z . 11 ❑5 INSTALL 12" X 12" X 8" TEE. w
INV OUT: 2605.48 (S) m
I // o i °°°°° _ 10 F(/T 6 INSTALL 8" GATE VALVE PER CITY OF
- o I 8"� m 8"W p/y �RF ❑ MERIDIAN STD DWG W11.
_ -w - + 5 I m . qsF
1 ♦ 7 INSTALL 45° BEND.
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°o°o° 1+OC m 82 12+0 p ❑
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w � 7 tiq S�- �
10 INSTALL 22.5° BEND.
-8"W = _ ! 12"S ! 12"S ! 12"S I N ROGUE RIVER O = MH-08
w209' 1 o I STA: 13+39.03 ,
w 13+00 14+00 12 I AVE cn _ /� 3 RIM: 2615.91 11 INSTALL 8 PVC C900 WATER LINE. 4 MIN
- - � I- - 112+00 6 I °°°°o m / i 1 35' INV OUT: 2607.14 (NW) COVER IN PAVED AREAS PER CITY OF O
O 8"S L 8 S I +00 SIf
I I8"S 8"S I I °°°°�
MERIDIAN STANDARDS.
c J E EAGLE VIEW ST. � I T 00 - 12 INSTALL 12"X8" REDUCER.
= 1 222 I \ + / O MH-07
O I cn STA: 13+03.68
U - \ a cl
cv RIM: 2615.18 13 REMOVE EXISTING BLOW OFF AND MAKE
3 COMPATIBLE CONNECTION TO EXISTING 12" ^ z
- - - - I INV IN: 2606.99 (S BLOCK2 WATERLINE. Ui
INV OUT: 2606.89 (N) LU
\ I = 14 INSTALL BLOW OFF ASSEMBLY FOR FUTURE Q
5 6 I \\ I - PHASE 2 CONNECTION PER CITY OF o co
BLOCK2 I I \\ 9 11 I p MERIDIAN STD DWG W13.
Q o
0 N N
� � �3F- \\ i 15 INSTALL 2" WATER METER CONNECTION PER Z o
c0 0 = MERIDIAN STD DWG W4 WITH REDUCED
No 0 o `f' 0 1 SEE RIGHT PRESSURE BACKFLOW ASSEMBLY (RPBPA). ° 2 o
+ ,n + o l�� MATCHLINE, BACKFLOW DEVICE SHALL BE APPROVED BY W m
ro Sri + / THIS SHEET
NORTH rn N "' THE STATE OF IDAHO, DEPARTMENT OF o
N Q Q LL Q ENVIRONMENTAL QUALITY AND THE CITY OF N
c~n o U) o 00 MERIDIAN WATER DEPARTMENT. N o N
0
0
18 INSTALL 12 GATE VALVE PER CITY OF
T
Y LINE SS-B
MERIDIAN STD DWG W11.
UTILITY CROSSING, SEE WATER NOTES 2 & 3
ON SHEET 02.
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SEWER CONSTRUCTION NOTES W
LINE SS-B
2620 2620 2620 ,. 1
Q W
,� 2620 0 INSTALL 8" PVC SDR35 SEWER LINE. 3' MIN = J
UJLL-� Z
a � COVER PER CITY OF MERIDIAN STANDARDS.
`.
0), 00
a o co 20 INSTALL 4" SANITARY SEWER SERVICE @
"� �0 ( 0 0 r- 2.0% MIN. SLOPE PER CITY OF MERIDIAN STD z LU
LLI
cl i N i EX. GRADE @ + _ (0N n rn (0 DWG SW3 AND DIVISION 500 OF THE CITY O
o Ln co o �n co M o N D 'n `� OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.^ No ( 0 Nod 0 SEWER � � NZ r1r) Z �/�� 0
Y ^ N O O N O (0 O O 00 E N O W U) -
LLJ 00 + _ (ON + o N I a > > 0 0 3� INSTALL 48" DIAMETER SEWER MANHOLE PER \\ W
N N H NcpN H = � - I / z
o o EX. GRADE @ o = N z o 00 N z p � z Z z DIVISION 500 OF THE CITY OF MERIDIAN z Q
t co 0 - Q .. - SUPPLEMENTAL SPECIFICATIONS. - 0
0-) 400 N SEWER _ � � > > _ < � > > Z
+ � NN � cnFz z � cnEz z _ - - - - - - - - - � NOTE: m U) -
3 2616 r� N •• 1 2616 2616 _ _ - _ _ ` - - - - - - 2616 1. ALL STATIONING AND OFFSETS ON WATER AND Q Q W
0 ? ? o _ - - - - SEWER SERVICES ARE FROM THE ROADWAY
3 = � > > > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CENTERLINE. LLI
:2cn0' Z z z _ _ _ _ _ _ _ _ _ - - - - - - - -� --- - - - -
- z O
o - - - - - - 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN
ACCORDANCE TO THE ISPWC AND THE MERIDIAN N
SUPPLEMENTAL SPECIFICATION SECTION 500. Q
PROP. GRADE @ J
SEWER PROP. GRADE @ 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D'
SEWER SERVICE CONNECTIONS PER ISPWC SD-511 WITH
2% MIN. SLOPE UNLESS OTHERWISE NOTED.
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2612 2612 2612 2612 4. MIDSECTION LINE WATER MAINS SHALL HAVE 5
FEET OF COVER, IN ALL OTHER AREAS COVER
a
SHALL BE 4 FEET. GRAPHIC SCALE IN FEET
12" PVC (STORM) 0 10 20 40 m
3 STA: 12+67.49 0 °° w
ELEV: 2611.34 }
HORIZONTAL m 0 co
0
w 4 z Y z
W p, U
3 0 2 W
W
W U 0
o a 2608 2608 2608 2608 < N N
D _ = m D 35 LF OF 2 0 CD
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8" PVC @ 0.40%
cn = w
z 82 LF OF 8" PVC @ 0.40% > >z
- > N
W =_ r 1 N O o
a N 222 LF OF 8" PVC @ 0.40% LU
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(Dwz Ili = � 0 Q
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a N 2604 2604 2604 2604 SEAL
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2602 2602 2602 2602 2g
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g 9+80 10+00 11+00 12+00 12+50 12+00 13+00 13+75 FR i N
Q o 0 F< < ER gP�
o J s EXPIRES 10/31/23
> 3 CAUTION: NOTICE TO CONTRACTOR
co UI s SHEET NO..
N = o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ,
o a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 12
1 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE
0 d � UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhays below. 12 OF 1 p
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig U