HomeMy WebLinkAboutCDs_Sheet 7.03 WATER CONSTRUCTION NOTES
�1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED
AREAS PER CITY OF MERIDIAN STANDARDS.
® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 &
W9.
co J APN: S1226110255 z M J
N p (NOT A PART) p "R -05 INSTALL 8" X 8"X 8" TEE.
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4 0 U rn o El INSTALL 8" GATE VALVE PER CITY OF MERIDIAN STD DWG W11.
t N U_ l�N
U- o Q O �7 INSTALL BLOW OFF ASSEMBLY FOR FUTURE PHASE 2
NO z CONNECTION PER CITY OF MERIDIAN STD DWG W13.
4 m ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11.
11 WATER LINE/SEWER MAIN CROSSING. CONTRACTOR TO
MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS.
• a - - - - -- - - - r I SEE SHEET 5.21 FOR
- _ - - - - - - - _ `o o I + oN DRAINAGE DETAILS
� a PH1-SSMH-23 - - _ _ _ - - _ _ _ - � o I ap 12 WATER LINE/STORM DRAIN CROSSING. CONTRACTOR TO
o 00 L MAINTAIN 1.5' OF SEPARATION PER IDEQ STANDARDS.
STA: 15+59.98, 12.00R - - _ _ -+ u-
T 3 RIM: 2696.25 - 00 li�__ e
INV IN: 2688.36 W U-
co a 4+ INV OUT: 2688.26 N
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5 N u-)
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2 0 o R=760.00'� w
W
40 1 6 11 8, '•�
z - - 16+00 - 156 1 - 17+00 L=195.35' \8" oktea - _ - -
SEWER CONSTRUCTION NOTES
1 400' �- - 00 ` \ \ O1 INSTALL 8" PVC SDR35 SEWER LINE. 3' MINIMUM COVER PER
m S. FARMYARD AVE 8nw 8 CITY OF MERIDIAN STANDARDS.
3s I I Cn 8"SS 64' 1 �I 1- O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF
= 275' 1 9) ��' THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.
I I m - 291-00 8»w ,�•
__4 �210' 1 ��
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L=387.35'
- - - - - - - - �� �NESEe s
I GENERAL UTILITY NOTES
PIRR 6 PI R 6"PIRR
- '6" IR _ �M �� 6��P�RR UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. C6
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STA:15+43.75 I I �o Lo
OFF:53.56'R 7 I I BURNSIDE RIDGE / 6 PIRR �� can o N
BURNSIDE RIDGE I I ESTATES PHASE 3 ® ❑ � N
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ESTATES PHASE 3 ° z Y
(NOT A PART) �' Q .Ei i0
(NOT A PART) I I a� n z U)
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L GENERAL NOTES
2700 � 2700 0 J
c4 N 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK w
N rn w to oj 00 OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS W
I= o 00 N OTHERWISE SPECIFIED ON PLANS. Q
1- + o N 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA _
" N •• LO N C _ _ _ _ _ _ _ - - - - - - STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. U)
�j w N Z - - - - - - - - - - - - - - - - - - - - - LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z J
X:0 M > > - - - - - - - - - - - - - - - - - - - - - 3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL
d CUEnO � z z - - - - - - - - - - - - - - - - - - - - - - CONTROL LINE AND CURVE DATA.
- - -
- - -
a
m
2696 2696 PROFILE LEGEND
c�
o - - - - EXISTING GRADE AT ROADWAY rL
N m LJ�
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3 N j �PROPOSED GRADE AT ROADWAY O m m
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❑ Z Y z
Z U
O = w
co a GRAPHIC SCALE IN FEET o v o
'o. 2692 18" STORM XING 2692 0 10 20 40 =
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INV:2691.39 O O
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15+00 16+00 17+00 18+00 19+00 19+50
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a rn EXPIRES 10/31/25
c6 j 3 CAUTION: NOTICE TO CONTRACTOR
Lo SHEET NO.
C'J� THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
N m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES
Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED 7.03
o ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
E a CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE
o a UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING CM
43 OF 63
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CM digi