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_ m �`\I \\ �'� %A \\ \ 37 36 -- .,35 /^ �� \ ill I 1�� /\\ �\ 10 9 8 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD CU O
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PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID
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- J I NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' (n � Z
V - ---- --- -- --- --------- f' _---_-- --____- ___ 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR — W
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- I ` I o FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED 0 O O
---- _ VERIFY
- ------ -------ln�---- 1 ` ENGINEERED FILL PER ISPWC uj---- - ----- NATIVE MATERIAL MEETS THE REQUIREMENTS FOR-rT---------------- ------
-- ----------------------------- --- --- --013�—'0'3 ��\1 1 + I o SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS.
1 �� I —o �_ — 5+00 7/ 0.75 W
1\\ �aHa 2+00 — is ______ _ E.G. �— ,/' +sD sD 6+ 0 SD _ 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION O Q
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' -- - _ I 5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. � O Q
I �' �ae 12 Pv�1i Pvc� 6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS
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E.G. -pHp 7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS Q�o p� ,,_ OTHERWISE CALLED OUT.
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8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH
ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. W
CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD.
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N. BkTMORE AVE.
Ao I I I I I I I 1 x 1+00 / / / / / / / / I I a
\ I — — � 440 /� � 3+00 x 1 ,� rl. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD U
j �/ — / 4+QO I 4+ 3
N. BILTMORE VE. \ I I I I I SD SD �_ — — — I— p SUPPLEMENTAL DRAWING SD
TYPE "H2" UNLESS OTHERWISE CALLED OUT. .,
SD
///
j /�� �i / � j 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN
jl 1 I I I / i I 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES z
/ , I PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID
�• i I I 1 ' ' I " I ' i j INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS 0
1 I j I I I j I ,p I / / ��/ /� /// / j �' I j 0.N
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��\ I , x 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR
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WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY
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�I I I I I I I j I II 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH
I I I I I I I I U __�f
i �- I ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT.
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11 I I I I I I I I 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS.
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/, CUSTOM FINISHED E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF
SEE SHEET C3.0 REGULATORY SIGNS(ECT.) MUST BE REVIEWED AND APPROVED BY ACHD.
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W _ __ W _ SEWER LEGEND Q _
--- -- ------------- --- ----- -- ----- ---- W- ---------- °----- ----T-W. QUARTERHORSE DR. ---- ------ _ _---- ---- ------------
P I - t r _ r I _ NEW 8" SEWER MAIN PER ISPWC AND O 0
w I _ I P E �� bVAT 4 g �+oo I t4+00 sD 5+00 X S6 SD 9 MERIDIAN SECTION 500.
E.G. E.G. I S S i 6ti00
00 S Ec. S H S S EXISTING 8" SEWER MAIN Z
V 0
0 0 �� �•� roE N89°21'2 "W 793.90' -12 P 12 PVC- NEW 4" SEWER SERVICE TYPE "D" PER n 03 � V
f ISPWC SD-511 AND MERIDIAN SW3
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E.c. E G �HP STA: 6+50.15 0
SSMH 3 P • 48" DIAMETER SEWER MANHOLE � � CD
2+46.84 SSMH 5 �HP� PER ISPWC SD-501.
SSMH 4 STA: 3+87.04 w C U
STA: 0+00.00 O W
EXISTING 48" DIAMETER SEWER MANHOLE 0.O
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4" SEWER SERVICE LABEL m
STA: = SEWER MAIN STATIONING w O Q
STA: 6+82 43.0' L OR R = LENGTH OF 4"
-
43.0 L SERVICE LEFT OR RIGHT OF MAIN LINE.
INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2%
GRADE TO THE PROPERTY LINE. C
UTILITY NOTES
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR
CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN
STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION
SEWER LINE A PROFILE WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50 MINIMUM COVER.
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403
VERTICAL SCALE 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
0 3' 6' 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
W L-L-1
SCALE 1" = 3' W LL--
0
2560 2560 WATER METER LEGEND
EXISTING GROUND _ - - _ _ _ - - - _ - _
I DOUBLE METER SERVICE PER CITY OF
MERIDIAN
MERIDIAN STANDARD DRAWINGS W-1 AND W-2
/ INSTALL 1" SERVICE FROM WATER MAIN. Q
\ 3/4" SINGLE METER SERVICE PER CITY OF
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
_ - FINISHED GROUND INSTALL 1" SERVICE LINE FROM WATER MAIN. Q
- _ - - � Q �
CENTER OF WATER METER TO BE 2' BEHIND W
2555 Z 555 BACK OF SIDEWALK (TYPICAL). Elf
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NOTE:
1 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
1 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
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2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
OTHER WATER LINES NEED 4' OF COVER.
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t a CD2545 W n u 254 I 13620 LF 8" SEWER ® 0.44% /n
48"0 SSMH 2
6+50.15 SEWER LINE A SWR V CD m C.
2559.6t
cm
T48"O SSMH 5 8" IN 2546.20-N m o i
3+87.04 SEWER LINE A-SWR 8" IN 2546.20-S z z
1.65% T48"O SSMH 3LF 8 RIM 25 7.5f 8" OUT 2546.10-W Q w w LL
242.85 2+46.84 SEWER LINE A-SWR 8" IN 545.00-E = Q J
RIM 2557.0± 8" IN 545.00-N
8" IN 2544.30-E 8" OUT 2544.90-W
1 8" OUT 2544.20-W
25401 NOTE: 2540 0<1 c'2�
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE al T APPROV
48"0 SSMH 4 TO FACE OF MANHOLE. 03/01/24
0+00.00 SEWER LINE A-SWR
RIM 2554.4f 2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE F gONSTRUP I N
8" IN 2540.20-E INSTALLED WITH NO SUMPS. Tq P-
8" OUT 2540.10-W 7,E O F��
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE.
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
2535 CONSTRUCTION. 2535 SHEET
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+50
C4 . 1
u")
W 301 301 301 / O x y I I x w 0
C I x '
m
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i I x
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x l I I // I I i I �
1 -A / I J 0 30' 60' Lu
MI ff I., v
--w w / ° w 0 Flop..rt1 SCALE 1" = 30' J
— 1 — I ,/ ~° / N. BILTMORE AVE. w j -1 (D
a 1
9 .60 s \ / 00 s s +00 s S I I J O
m oo SEWER LEGEND Q _
/ j SSMH 2 U Q
SSMH 1
I STA: 9+98.60 / I a // ho h °4, / II/ STA: 6+50.15 g 0
NEW 8" SEWER MAIN PER ISPWC AND � 0
/ h x I MERIDIAN SECTION 500. 7�
O O I I I 1114
/ I EXISTING 8" SEWER MAIN Z
ho4' — I- xwxsszus• — v I
NEW 4" SEWER SERVICE TYPE "D" PER nn
o o (V ISPWC SD-511 AND MERIDIAN SW3 W
�U
x I I I m Im /� Q / o N • 48" DIAMETER SEWER MANHOLE CD PER ISPWC SD-501. w O
o O EXISTING 48" DIAMETER SEWER MANHOLE
ILL
4" SEWER SERVICE LABEL
/ A i STA: 6+82 STA: = SEWER MAIN STATIONING w 0 � Q
43.0' L OR R = LENGTH OF 4"
x I I I MAIN LINE.
OJ ,0 �/ / INV3 27.48j
NFF V 217.48 CE E 4'OR SEWERSRIGHTOERVICE DEPTH
3 �' 10 FEET BEHIND PROPERTY LINE.
Y /) SERVICE LINES HAVE A MINIMUM 2% Q
ll� I rv, _x SEE SHEET C T. GRADE TO THE PROPERTY LINE. O
UTILITY NOTES
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR
CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN
STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
SEWER LINE A PROFILE SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION
WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF
9+99 9+00 8+00 7+00 6+50 MINIMUM COVER.
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
FINISHED GROUND 4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
W W
W
0
2560 _ _ — - - - - - - - - - - — — — — — - - - - - 2560 WATER METER LEGEND
1
EXISTING GROUND KENNEDY LATERAL \ 3/4" DOUBLE METER SERVICE PER CITY OF
11 CROSSING MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
I ? INSTALL 1" SERVICE FROM WATER MAIN. Q
1 � Z
3/4" SINGLE METER SERVICE PER CITY OF
1� MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE LINE FROM WATER MAIN. Q
8" WATER MAIN " I
255 8" WATER MAIN 555 CENTER OF WATER METER TO BE 2' BEHIND W
I BACK OF SIDEWALK (TYPICAL).
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
IL AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
1 2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
OTHER WATER LINES NEED 4' OF COVER.
2550 2550 w
Z
N v
344.45 LF 8" SEWER Q p,B7% W N � rn o
48"0 SSMH 1 rn
RIM 92 2560.1 t ER LINE A-SWR z c~n 00
o � o w
8" OUT 2548.50-S Q o a
2545 2545
48"0 SSMH 2 w w o cn r-
n U O d /
6+50.15 SEWER LINE A SWR =
VERTICAL SCALE �C CD m =
RIM 2559.6f o � C.
8" IN 2546.20-N m
8" IN 2546.20-S m i
0 3' 6' LLJ
8" OUT 2546.10-W z Y
Q w � �_
o = Q
SCALE 1" = 3'
2540 2540 ��S\O NA L FNc/
NOTE: � .L
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE T APPROV
TO FACE OF MANHOLE. a
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 03/01/24
INSTALLED WITH NO SUMPS. F C�ONSTRU I N
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE TOTE OF oll-
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE.
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2535 2535 SHEET
9+99 9+00 8+00 7+00 6+50
C4 . 2
Lf)
00
I II I i �o� ti Q/ / dj o
r! L�€� 1 I =
® i � SEE SHEET C4. 1 0
Q r Q � _ 9 1 00
x I I I
I �° / _ _ >
I I w
/ Y 0 30' 60' W
/ I I I _ w
4-I r o \ I o^ z
`" / SCALE 1" = 30' J
I Il i r W W � �
N7. AXIS AVE.- o
0
oc
J N I I ~° �� �� �. / SSMH 8 +00 s - - 0 s I 0 0 J O
=N / I / STA: 2+37.16 m i -• _ SSMH 5 SEWER LEGEND =
__ Q
/ r -- _ j cV `� STA: 3+87.04 U
r / / I � s NEW 8" SEWER MAIN PER ISPWC AND O 0
r SSMH 9 ''� I z z MERIDIAN SECTION 500. V
I STA: 2+05.01 7
x I I III / Y I N EXISTING 8" SEWER MAIN z
I / ' � 0
/ SSMH 7 OJ I W NEW 4" SEWER SERVICE TYPE "D" PER nn
STA: 2+69.30 �m M - _ j ISPWC SD-511 AND MERIDIAN SW3 (V m W
w l I O io 0
cn PER ISPWC SD-501.
z l o o " • 48" DIAMETER SEWER MANHOLE W u O O
I CD Of L-LJ
+ w O EXISTING 48" DIAMETER SEWER MANHOLE O
x I � ICYI� 0 4" SEWER SERVICE LABEL
I I + STA: = SEWER MAIN STATIONING W Q
M - - I- STA:-6+82 43.0' L OR R = LENGTH OF 4" O
43.0' L SERVICE LEFT OR RIGHT OF MAIN LINE.
c m INV. 27.48 INV 27.48 = 4" SEWER SERVICE DEPTH
N
13 I I I II W BEHIND10 FEET SERVI E LANES HAVE AEMINIMUM 2% Q
TT GRADE TO THE PROPERTY LINE. O
SEE SHEET C4.4
� W
UTILITY NOTES
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR
CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN
SEWER LINE B PROFILE STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION
2+37 2+00 1 +00 0+00 WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF
MINIMUM COVER.
VERTICAL SCALE 2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403
0 3 6' 3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
W
SCALE 1" = 3'
FINISHED GROUND
2560 2560 CW 0
WATER METER LEGEND
\ 3/4" DOUBLE METER SERVICE PER CITY OF
EXISTING GROUND `d MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE FROM WATER MAIN. Q
z 3/4" SINGLE METER SERVICE PER CITY OF Z
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
�255 INSTALL 1" SERVICE LINE FROM WATER MAIN. I � Q
8" WATER MAIN 555 W
CENTER OF WATER METER TO BE 2' BEHIND
8" WATER MAIN BACK OF SIDEWALK (TYPICAL).
NOTE:
1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
OTHER WATER LINES NEED 4' OF COVER.
2550 2550
z
w
bj
28.14 LF 8" SEWER @ 0.53%
o 0
L_ Y
W Q� U
W o � ,
W00
z � a I
201.02 LF 8" SEWER @ 0.40% Q w o � =
2545 545 C� cli
48"0 SSMH 8 J a
2+37.16 SEWER LINE B SWR 4 "0 SSMH 9 Z cn L�j, z � r- � a
n U o d /
RIM 2558.6t 2 05.01 SEWER LINE B-SWR `' w
CD
8" IN 2546.15-NW RI 2558.8t 48"0 SSMH 5 o m C.
=
8' IN 2545.90-N 3+87.04 SEWER LINE A-SWR
8" OUT 2546.05-S 8' OUT 2545.80-S RIM 2557.5t m o co
i
8" IN 2545.00-E z Y
8" IN 2545.00-N Q w Lv LL
8" OUT 2544.90-W = Q J
cil U 0 LL- Cl
2540 NOTE: 2540 CS\o NA E Fti
1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE <1
TO FACE OF MANHOLE.
a`'l T APPROV
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE 03/01/24
INSTALLED WITH NO SUMPS.
F C�ONSTRU I N
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE. ATE OF\OP
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
CONSTRUCTION.
2535 2535
2+37 2+00 1 +00 0+00 SHEET
C4 . 3
pw
L�
x 01 p 00
a OI rOf '^
.\\ Y!
L - \
N
® � N
' V
\ op '
1 a 2 18 } \\\ ,� W E Oi
v C7 \\ EC To f \ O
00
101-
cn
>
LLJ
< \ k \\\ T� 0 30' 60' W
IL
SSMH 6 \ '-T I I I SSMH 8 „. SCALE 1" = 30' J
STA: 5+90.00 I \
I o STA: 2+37.16 PANU
22 M
< M M \
I _ W. PIVOT PL. BLOCK 1 J
x - O
a x o 2`, 5, 0 s 5 s 44s s 3+0 SEWER LEGEND Q _
_ U
FL
� \ s NEW 8" SEWER MAIN PER ISPWC AND O 0
k 15 MERIDIAN SECTION 500.
EXISTING 8" SEWER MAIN Z
cal -
+ SSMH 7 _/ r I�
$ STA: 2+69.30 x NEW 4" SEWER SERVICE TYPE "D" PER ��vnn
ISPWC SD-511 AND MERIDIAN SW3 V W
a � Q
w 2 m 25 26 27 28 29 30 31 32 �� N Q C/� 0
X O 48" DIAMETER SEWER MANHOLE
'\x
� X. z 14 PER ISPWC SD-501. w O
N x ~ SSMH 9 - - - W
FSTA: 2+05.01 O EXISTING 48" DIAMETER SEWER MANHOLE O
z � Q
I LL
o m rill 9I I 4" SEWER SERVICE LABEL
STA: = SEWER MAIN STATIONING w Q
SEE SHEET C 4 3 � STA: 6+82 _ H F
43.0 L SERVICE OLEFT OR RIGHT OFMAIN LINE.
INV. 27.48
INV 27.48 = 4" SEWER SERVICE DEPTH
10 FEET BEHIND PROPERTY LINE.
SERVICE LINES HAVE A MINIMUM 2%
GRADE TO THE PROPERTY LINE. CD
UTILITY NOTES
1.) CONTRACTOR IS RESPONSIBLE FOR MEETING THE CITY OF MERIDIAN SPECIFICATION FOR
CORRECT LOCATION/PLACEMENT OF FIRE HYDRANTS AND WATER METERS. SEE MERIDIAN
STANDARD DETAIL W6. LOCATIONS SHOWN ON PLAN ARE FOR REFERENCE PURPOSES ONLY AND
SHALL NOT BE USED FOR EXACT LOCATIONS OF METERS OR FIRE HYDRANTS. MIDSECTION
SEWER LINE B PROFILE WATER MAINS TO HAVE 5 FT OF MINIMUM COVER. ALL OTHER MAINS TO HAVE 4 FT OF
5+90 5+00 4+00 3+00 2+35 MINIMUM COVER.
2.) AT ALL VALVES, TEES, ELBOWS, REDUCERS, PLUGS AND ALL OTHER LOCATIONS THAT
UNBALANCED FORCES EXIST REQUIRE THRUST BLOCKS PER ISPWC STANDARD DRAWING SD-403
3.) ENSURE NO TREES ARE PLANTED WITHIN 5 FT OF ANY SEWER SERVICE.
4.) ALL STATIONING AND OFFSETS ARE FROM SEWER CENTERLINE.
W W
LJ�
2560 2560 WATER METER LEGEND W
EXISTING GROUND � �' � � Q
3/4" DOUBLE METER SERVICE PER CITY OF
_ - MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
INSTALL 1" SERVICE FROM WATER MAIN. Q
3/4" SINGLE METER SERVICE PER CITY OF Z
MERIDIAN STANDARD DRAWINGS W-1 AND W-2.
\ FINISHED GROUND INSTALL 1" SERVICE LINE FROM WATER MAIN. Q
OF WATER METER TO BE 2' BEHIND W
255 2555 CENTER BACK OF SIDEWALK (TYPICAL).
77 NOTE:
8" WATER MAIN 1. THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.
2. ALL MIDSECTION WATER LINES NEED 5' OF COVER ALL
OTHER WATER LINES NEED 4' OF COVER.
Z
2550 2550
28.14 LF 8" SEWER ® 0.53% No 0
i
N v
rn z
316.70 LF 8" SEWER @ 0.607. W
� M c'
48"0 SSMH 6 W i
5+90.00 SEWER LINE B-SWR 4 z cf' o �Vi
00 RIM 2557.9t ♦^ o o
=
8" OUT 2548.30-E V J N "o a
2545 48" SSMH 7 2545 W w w o N C) o a
148"0 SSMH 82+6 .30 SEWER LINE B-SWRo
RIM 2558.4f 2+37.16 SEWER LINE M mC.
VERTICAL SCALE RIM 2558.6t
8" I 2546.40-W V
8" IN 2546.15-NW
8" OUT 2546.30-SE m o m
0 3' 6LLJ
' 8" OUT 2546.05-S z z
Q LLJ
= Q
U 0 LL- C)
SCALE 1" = 3'
r�flT
A FN
2540 NOTE: 2540 1.) ALL SEWER PIPE LENGTHS ARE FROM FACE OF MANHOLE PROVTO FACE OF MANHOLE.
1/24
2.) SEWER MANHOLES TO BE CONCENTRIC AND ARE TO BE IF C�ONSTRU� N
INSTALLED WITH NO SUMPS. T 1
�TEOF\OP
3.) PIPE ANGLE SHALL NOT EXCEED MORE THAN HALF THE
MANUFACTURER'S ALLOWABLE DEFLECTION ANGLE.
CONTRACTOR TO VERIFY DEFLECTION ANGLE AT TIME OF
2535 1CONSTRUCTION. 2535
SHEET
5+90 5+00 4+00 3+00 2+35
C4 .4