HomeMy WebLinkAboutCDs_Sheet 7.10 \\ WATER CONSTRUCTION NOTES
13 12 11 1 9 8 ❑1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED
AREAS PER CITY OF MERIDIAN STANDARDS.
I BLOCK 2
❑ INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF
I I I I I MERIDIAN STD DWG W1 &W3.
N 0' N 0_ r7 0_ n n 0' n Of P7 P7 D' PO 0" P7 Of
I P I � I
P7 �
N N I Izr- 70 cDp Lq N
0 � No� cNP7
D�
INSTA
00 0
LL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 &`� ' ` 0 c6 S P7 0 N o I_ 0 00 �n N ®m nO z
4 `n4 0 04 n 04 M rn4 00 W9.+ + + m + + � + 0 + � + to + + � + n
+ + + r�
1 I N � � � ^1 N � N LL C4 N Ii N LL N � ON W ON LY � � - � LL „
W Ii LL_ u- LL_ LL. L� L� ® INSTALL 6 GATE VALVE PER CITY OF MERIDIAN STD DWG W11.
I -1 - � 014 NQLL QO QLL QO QO Q0 QO QO QO QO QO
\ i V) N cn I N 0 N I cn 0 N N I V I N N I N I N V 9 INSTALL 8"WATER LINE BEND WITH THRUST BLOCK. ANGLE PER
9 2 3 9 2 4 2 3 2 2 3 2 2 3 ❑
•�� I I I I I I I I PLAN.
:®\\ D
000
\ \ o 0 0 - - -- - -
. 0000 I _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
\ 000°o°o°°• tp °°o \ // ° f
!y •%. \ /� / I 8"W I 8" I 8f1W 8' I $»W 1 " 1 "W
,� v � 53 1 67' 1 W. PIVOT DR 8
22+00
396' 1 21+00 20+00 19+0o SEWER CONSTRUCTION NOTES
.,. •� / 8 S ! 8 SS 8 SS 8 SS ! 8 8 SS SS O O INSTALL 8 PVC SDR35 SEWER LINE. 3 MINIMUM COVER PER
s• ./ CITY OF MERIDIAN STANDARDS. a
or
• ' 1 6' n 400' 1 ti
• ••• w O2 INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPE PER
- - - - - - - - - - - - - - - - - - - - - - - - - - - - W CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY
S OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.
•
y r .. . °
,lr • V
' °• - . . . •.°• ' Lu O IN 488" DIAMETEROF
° I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LLI THE CITY FMERIDIAN UPPLEMENTALSPECIFICATI NS.
- -- i1-SSMH-10 -I- - - - - -- - -- - - -- � - - - - - - - - - - - - - - - - -�- - - -- - I I I (n S O O
. • /' -A: 23+19.42, -4.78L
1 ` ' 3 M: 2702.46
\ . a � mr
W
i V IN: 2692.20 z
\ o • �� 1 76' V OUT: 2692.10 2 GENERAL UTILITY NOTES
\ \ PH1-SSMH-09 I I I I I z
0 k>< • ••'••' STA: 22+23.54, -6.00L 2 3 2 2 3 2 2 Q 3 2L UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02. �� ui
ui
\ O RIM: 2701.63 3 00 I 00 00 I 00 I 00 00 I 00 I o
\ •' . \ INV IN: 2691.73 r- r- r-
• \ J cu
00 J J -i c0 -i P7 J nJ cfl J O
\ \ \ INV OUT: 2691.63 + o � o � o � o � 0 + o � o 00 � o N
\ ° .. \ N P7 N N � N n N z .2
\ \ \ co
\ Q Q LL Q LL Q LL Q Ii Q LL Q li Q LL Z cn O
s I I I I I I 7.02 }
5 \ \ (n M
\\ I 17 16 15 14 13 C �
U
N BLOCK 3 7.03
CD 07.12 7.07-
7.05 7.04
7.09
s 7.06 ' 7.14 7.10
a
m
7.13 7.08
3 7.16
2708 W. PIVOT DR 2708 7.15 7.15 O ui
J
7.07
7.11 LL
N Lij
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2704 � .. N C° o `I Ld N Z 0 = 1 + 0 * N 2704 GENERAL NOTES p J
N
o > > - - - �� 0- Ov N p z z N N z o 1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK W
3 0_ 0 cn O z z z_ - - - 1 - OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS `
0 � Z Z w
OTHERWISE SPECIFIED ON PLANS. r
O cn O o' - - 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA
STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. (n J
LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. z
3. REFER TO SHEET 2.03 OF THESE PLANS FOR HORIZONTAL
Q - - - - - - - - - - - - CONTROL LINE AND CURVE DATA. p
- - - - - _
2700 PROFILE LEGEND
2700 - - - - - - - - - - - - -
N - - - - EXISTING GRADE AT ROADWAY C Y
m
0 3 U cn
PROPOSED GRADE AT ROADWAY CL 0� }
d 3 CO m
O m Lu
W
Lu
z Y z
z
ui
o GRAPHIC SCALE IN FEET o z: o
= a 2696 2696 0 10 20 40
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o O
z y
Q
a o NORTH
z m
w
W 0 Nw 1
o Q
O 0� W z z
Z U = >
z W W W
J J
0
Q 76 LF OF 8" PVC @ 0.40% 0 0_ (n cn Y < 93 LF OF 8" PVC @ 0.40% 2692 SEAL
.. m 2692
N
ui
��55\oNAL Eiy�i
(' 400 LF OF 8" PVC @ 0.40%
o
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N D
oa r
� 2690 2690 �T g
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2
Ca
o
o Y 23+00 22+00 21+00 20+00 F 00 N
m F�� o E R 8 F�
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Lo
EXPIRES 10/31/25
co j 3 CAUTION: NOTICE TO CONTRACTOR
SHEET NO.
N o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
N m j UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES w O
a Y AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED I
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
o
' L 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 � wl��an below 50 OF 63
C
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 11 More yMdiq