HomeMy WebLinkAboutCDs_Sheet 7.06 WATER CONSTRUCTION NOTES
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�1 INSTALL 8" PVC C900 WATER LINE. 4' MIN COVER IN PAVED
AREAS PER CITY OF MERIDIAN STANDARDS.
/ I I 17 I �2 INSTALL 1" SERVICE LINE WITH SINGLE 3/4" METER PER CITY OF
16
BLOCK 8
18 / MERIDIAN STD DWG W1 &W2.
I I �
01 -10 -10 � -i �3 INSTALL 1" SERVICE LINE WITH DUAL 3/4" METER PER CITY OF
/ LO rj Ln -
Ln J cfl / MERIDIAN STD DWG W3 &W4.
/ + � + � + Ln + � ZzN o � U /
NLL- NIA 04 N � W + � n+ -q- O
GRAVITY IRRIGATION INSTALLED ® INSTALL FIRE HYDRANT PER CITY OF MERIDIAN STD DWG W8 &
°° N O O WITH BURNSIDE RIDGE ESTATES. W9.
� � �
I a0 QO I QLL QO NLL � -
�j 0 (j I N F- � Q 0 + r ® INSTALL 6" GATE VALVE PER CITY OF MERIDIAN STD DWG W11.
3 I 4 2 N90 V) Nr`O / `° 0 19
\ 2 Q L� + n �9 INSTALL 8„WATER LINE BEND WITH THRUST BLOCK. ANGLE PER
v~i O / N - PLAN.
3 Q L rn /
N �O + N WATER LINE/IRRIGATION CROSSING. CONTRACTOR TO MAINTAIN
2 N o + 00
Ld /:f 1.5' OF SEPARATION PER IDEQ STANDARDS.
LL-_ N O m N LO ° >
f`LO
8 / N o 0 /
9
8„W = 8„W 8„ 8„W Li ---
8„W(n 338 LF OF 1 LF OF
LU 25+00 8" PVC 1 26+00 8" PVC 1 27+00 � 1
! 74 LF OF
v 8 PVC / •• �� ; SEWER CONSTRUCTION NOTES
LLJJ 0 —c/) S. INTERNATIONAL WAY
8 SS W S 8 SS ! SS ! SS 880 LF OF 8" /� I — j�. O1 INSTALL 8 PVC SDR35 SEWER LINE. 3 MINIMUM COVER PER
3
1 CITY OF MERIDIAN STANDARDS. a
z 8" PVC SS \ •
J O INSTALL 4" SANITARY SEWER SERVICE @ 2.0% MIN. SLOPER PER
U — — — — — — — — — — — — — — — — — — — — _ \ 1 37 LF OF / CITY OF MERIDIAN STD DWG SW3 AND DIVISION 500 OF THE CITY
~ 7T I 1 62 LF OF 8 PVC �•'� OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.
8" PVC O3 INSTALL 48" DIAMETER SEWER MANHOLE PER DIVISION 500 OF
\/x�0 THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS.
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I LO o' I L Lq o I Ln Lq o I Ln STA: 27+79.31, 9.81 R // LU
00 � o rno oNM � o I RIM: 2709.12 3
+ V Ln + + L I INV OUT: 2702.34 (NW) / // ° N
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a LL a LL a LL /i/ . GENERAL UTILITY NOTES z
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13 14 I 15 I 16 I 17 PH2-SSMH-09 / ti / // UTILITY CROSSING. SEE WATER NOTE 3 ON SHEET 1.02.
N I I I I STA: 27+11.79, 6.00R / ` W o 00
BLOCK 5 RIM: 2709.56 3 / / // Y
INV IN: 2701.75 (SE) / / / 7 01 7.02 -
INV OUT: 2701.65 (NW)
/ 0
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T 7.04
0
3 7.03
t S.INTERNATIONAL WAY W
7.05 O J
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2712 0 O � 2712 Q
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— — — — GENERAL NOTES
1. ALL STATIONS, OFFSETS, NORTHINGS, EASTINGS ARE TO BACK
OF CURB, BACK OF HEADWALL, OR CENTER OF PIPE UNLESS
3 a OTHERWISE SPECIFIED ON PLANS. m Y
3 EX. 12" GIRR XING 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA U) Of �
z s STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. O ~ }
2704 (INSTALLED WITH 2704 }
0 3 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. m m
o BURNSIDE RIDGE NO. 1) } p
CD
f STA:27+92.10 3. REFER TO SHEET 2.01 OF THESE PLANS FOR HORIZONTAL O coo w
ELEV:2703.41 CONTROL LINE AND CURVE DATA. o U
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n 0 0 95/o GRAPHIC SCALE IN FEET = o v o
= R " PVC@
62 LF OF 8 0 10 20 40 a
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O
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Q s� O� J 00
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Z coCN
W °
LU
N N> PVC @0,95% Q
O 2700 OF 2700 o
o 380LF PROFILE LEGEND z z
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LU
LL — — — — EXISTING GRADE AT ROADWAY w w
v � 0 0
Q PROPOSED GRADE AT ROADWAY CL SEAL
N c
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o SS\OVAL EN�i
LU N D
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2696 2696 9
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CO R
o N 24+52.45 25+00 26+00 27+00 28+00 28+38.12
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Q M o F< < ER gP�
EXPIRES 10/31/25
j 3 CAUTION: NOTICE TO CONTRACTOR
SHEET NO.
OI o THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ,
m UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ''A, .O
Y OE AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
g ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
' 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 owwhat's below 24 OF 27
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig