HomeMy WebLinkAboutPublic Utility Plan -- -- 6 Keyed Notes <�>
24 RC -_ 1. DOUBLE WATER SERVICE PER W1 &W3 WITH 4" METERS AND 1"
6PI ' SERVICE LINE SIZE.
r�6\_ 4P 24 RC 24 R-6P% __ __ \
\ I 2. SINGLE WATER SERVICE PER W1 &W2 WITH 4" METER AND 1"
24 6P/ \
4 RC 2 RC l 6P- _ SERVICE LINE SIZE.
4PI_ 24 RC 6P'' - _ _ � ' \ 3. RE-COLLAR EXISTING WATER VALVE PER W11.
4P/_ 224 RC �pl_ 4. REMOVE EXISTING BLOW-OFF AND CONNECT TO EXISTING 8" PVC
' WATER.
4P/� RC R- __- x
4� 24 6P/
1-- 24 _ _ 1 5. C-900 STORM DRAIN -ADJUST WATER DEPTH TO CLEAR STORM
_5 tp RC 24 RC ___ s25202. 1 DRAIN (8" MIN . CLEAR). SEE SD SHEETS FOR ADDITIONAL
4PI 24 RC 24l=6- -_ I INFORMATION.
C PI �
ti \_ 6. MAINTAIN 18 OF VERTICAL SEPARATION BETWEEN WATER LINE
4 . _ � � / 1
\ \ I I \ 1 PI 24 RC 40 1 AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1.
4PI_ -
4 � 1
O » __ 7. BACKUP PRESSURE IRRIGATION SUPPLY- 2" WATER SERVICE,
I \\ I I _ 4p/ " 14.39 LF 8" 3
5-1 ---__ METER AND SETTER PER W4.
\ \ 10768 SF
1 I \ I I I 24 R� g
N:726590.6124
E:2453850.5173 \ v __ 1
I) 6PI
6-1 \ \ I I I s\ 1 I 3-t 8"X 6"TEE 12.89 LF 6" 3C RC
i 15482 SF V A I I 7007 sF a v i 6PI
N: 726532.5945 \ I s I 6 GV 258�. P/ -____ 1 Notes
E:2453594.8844 loss sF �\ ` / I L-4l I 30 RC 6PI
I 8"11.250 BEND I _ \\\\ 7.95 LF 8" N: 726588.0306 I� 61'I� __ N: 726535.5665 1 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH
\I\ \\ \\ 19.77 LF 6" I 8"22.5° BEND I \ E: 2453863.1466 3p RC 6P/ -E:2454078.7014 1 FINISHED GRADE AND SLOPE.
I I \\ \ \ 18"X 6"RED. I � \\ �\ / 6 / FIRE HYDRANT PER W8 . � � ` -'--_ 11.25°BEND -_ 1
° \ \ I 30 RC 6PI ---__ 1 2. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
6"GV) co
N:726582.8268 N:726533.3080� - 6P --- _ 1 THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
_ _\ / E:2453848.9256 \\ E:2454038.1983 ` 30
N: 726538.1890 ---- O - DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT ,
\ RC 6P/
\-- E:2453575.9208 \\ \ \ I \ I Iv 11 \\\\ / 11.25°BEND \\\�� 45°BEND _ - 7 THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
\ FIRE HYDRANT PER W8 \ O - - \ I I 1\ \\\ / / 4-3 22.5°BEND " .' _ _ 30 RC 6P/� PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. '
\\ 1 1 \ 2-1 � O/ 5260 SF / \
o _ 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND
\ 5421 SF xJ / \ / \
\ \ / \ \ \\ / J (\\ sd� / 6 \\\ / 40.57W 8 8w - _ ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK
\/� / \\\
� L----- -------�-- / •• � / •: 6 � .:.� \\ / / 5 � ' : ' . � 1 (INCLUDING SURFACE RESTORATION) IN THE BID.
5
8W 191.S7LF `;,' ..: _ _ 1 CONTACT DKYJNE
4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES -
---------------- 6 \ \\\ \ / / : / / \\\ \\ / /.,`. ' \ 3 8W PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO �"���
\� \ / / \ 00 W, C L -i 8w RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE BEFORE DOING
HI
LA LLS ST- `�� o a7 ~ PAYMENT SHALL BE MADE. 1- 0-342-1585
I , \\ ���.� '.a• � ,,T\ / // \\ \\ s "�1 80w
1\ /
I 6 _ : :
• ati '` `. 1 �2
5250 SF V
7-1 I I \\ I s ' `\ � t�s / s I I--_--- )
6712 SF I \ '
Lu
\ 10631 SFLLI
1 � Z I\\8s •6,cP Q7 U O
L------- I C7 :/ \\� \\� 4P/ I >
726428.3607
E:2453653.5508 6 -J 1
�ip 1 45°BEND O\ 2-3 > \\ I
\ / / '• / \ 5250 SF / Q 19'1333 F '.."/ \\ I I I 1 Y Q
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6 N / / \\ / / / \ \ 5�94
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8-1 / r \ N l\\ I I \ I 11 F
n331 SF / / / \ :. •• 13 �E:2453779.3629 \ / / `v / \\\ \ 1 1 w
331\g 1-3 / s V \\ I I \ I z W 8 TEE \ l I` t-4 1 1 O
6 5...Sr / S� 23107 SF > I
8"GV(N)) \ 1� - \ 1 O a
6 8"GV W \ / s0, / / \\ I 1 1
\ / 8 N: 726348.9025 I
o \ \\ / / / \ 6 •• \\\\ \\ E:2453919.6560 .00/ / /' l 4P/ s J L 1 SS�ONAL ENG
\`2584 /// / / / \ 6 gW FIRE HYDRANT PER W8 / / / \\ 4P 1 Q� Q-� RFO FF
\ / \ \\ / : J G\STE
\ / / \
9107,E
8
:� v "
W 13.00 LF 6 1 0 8 1 3
\ / / \ / l / ` �LE4 14 \ N: 726319.8034
D \\\\ \\ /J SONS 4'O`F8„BW... / \ . : f �O
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ss�55F \\ gs 90GF / '� .. '; ';
8' l l l 1 •
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N:726336.6337 ; / / / / /
6p \ / O eW / , / 18-4 1 .. .. .. •
\ _ / / / / / / E:2453915.3575 \ / / / / 5418 SF 1 • • • •
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WATER PLAN - WEST 6 z
6 , a 0- WIL LL0 30 60 1
FEET 1 JOB NUMBER:
/ 1 IDB2338
DATE: 3-14-24
W SHEET NUMBER:
ui
a Wol
_ �
1�6PI I 3
_ x O
I Keyed Notes
�30 RCS BPI _
1 -`�-__, N: 726509.9332-6pl '-- __ I� � o
1 E: 2454268.9974 6PIl
_ FIRE HYDRANT PER W8 ---__ 2, o 1. DOUBLE WATER SERVICE PER W1 &W3 WITH 4" METERS AND 1"
_ 0 RC 6p1 --
- -------------------_ N: 726491.8373 SERVICE LINE SIZE.
� 1 - _6p/ E: 2454618.0522
W 1 - -13.00 LF 6" 30 "� 2. SINGLE WATER SERVICE PER W1 &W2 WITH 3" METER AND 1"
W 1 _ RC BPI BPI WR,ER-2-A 4"BLOWOFF PER W13 I 8
4 W_8W _ EST WRIER IEWE 2MC66' I \ 4
SERVICE LINE SIZE.
O 1 120.64LF8„ a o; N: 726473.0337 3C r - -- -- -- -_ __ __ __ __ __ __ 3. STEEL CASING CENTERED ON WATER PER SW1 & SW2.
_ _ o
W 1 Sg' 8W E-2454384.5900 4PI 4PI °O \ 4. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
2 _ :. ,.• - - / U- N: 726471.3375 +F" +PI ��` I I
W s8� Sg 8Hr - ,•'• 11.250 BEND - - 3 - - - f-o- / -----__ AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1.
(/) N:726497.1966 _ :. o j.. o E:2454617.9038- -- - fl \
E: 2454266.3936 S8 _ _8W /'. 33 32 LF 8" N a + 8�,TEE \- L
2• 4 / II N \
_ 8"X 6"TEE a S� 8W- SW o 8W MV 8W�8W 8"GV(N)
O 6"GV(N).•: . .. : .. W CH o z/ �, 1 1 a 8.,GV(W) 1 21-2
OC� �Q _ I / 5775 SF
AHIL�SST. S S S \ 4 4 � S2/ S8 00
- 2588 S l\
Notes
I 1 I -- - ----- II
;..�,. - --- -J m 1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH
1 I I I 1 I 1 FINISHED GRADE AND SLOPE.
N: 726437.3379 1 I I
-- ----------- Fi 1 \ - 2. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
E:2454617.6578 / I '.. .': I o c
1 1 I I I ------- I ------ o
1 ' I / I I I N THE PLANS - IT IS THE CONTRACTORS RESPONSIBILITY TO
I 1 I I r---------� 8 X6 TEE I � - I I
II I __ 4 1 / 1 DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
1 1 1 1 I 1 ----- - 6"GV(N)
1 418 S I I 1 I / l l I I / N:726437.2439 I I
5418 SF I I I 1 I 1 1 I I � 1 1 I I I \ I `• I I l THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
1 9-4 1 E: 2454630.6575 I I I I I PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE.
v l w 1 FIRE HYDRANT PER W8 I I
sss4 SF S �� 3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND
1 5588 SF
I I I I ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK
13.00 LF 6" I I
5-4
1 1 "• -- I --_------- I I„ I I 1 (INCLUDING SURFACE RESTORATION) IN THE BID.
1 1 1 1 I 5757 SF ,
m 11 i I 4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES -
\ 596677 SF 1 I I I I \I I - - - / - I , ;E` ' PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO
1 \\ 1 1 I 1 I / 1 1 I / I •, ) III I --------- --�---- : ' cn 00 1 I s II I RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE
6469 4E I I II� '1 \\ a 4 \\ H ' �°" ° �I o l PAYMENT SHALL BE MADE.
19-2\ II I
5250 SF \ 1 I I I�\ I I CONTACT DIGLINE
10-4 48-HOURS
;�� \ I I
1 _ I 1 1 I I 1 ;• \ I I _--------/ I 1 .., 1 \\ I I \ I I BEFORE DIGGING
1 � • - 1 1 I .. °..: I I I � I \ I
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� 1 5250 SF \ 1 I I II I J
4p \\\\\\ 2504 I J \\ I I I I I I I J >
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/ / / / 575�F \\ / / / / I - - - - I -- ------------ \ / III W 0
- ---------
MIN. Q W
/ N: 726239.0001 -I--\ -- \
4 a 4 \ m II 11 lol 00
1/ E:2454233.3390 �s� / \\ 1564 / / I 00 \\\\ \ 1 j I 1 �_ o II I I II I � I Lu
Y \ / o N \\ \ I J10.50: I I 1 17-2 Q
FIRE HYDRANT PER W8 / / \ / / / \ \ I 5250 SF I 1 m
4-4 1 I \ I 1 II I I I I W m
52oSF 3 ) \ II I H ui W
13.000
0 LF 6" / / / / \ / Boss SF / \ \ \ m
r _ / / / 1 \\\ 9a 12.50' I / I
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8-4 I \\ \\ I /-----I-��\-
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18-2/ m 1 I I O �G\ST ERF �F
W 4 1 \\ \ \ 5250�F / 1 0 `/
W 4 8w.. 1 / // I I 525 \\ �� \\ I A. \\ \\�
•. y • CDs - J 1 0 8 1 3
8W 4 1 1 o I \ �\\ > � -� 1 ' II I I I I
1 N: 726225.4087'' 4 �. 1 �\ 1 ------ -- --�---I J 11\ 22F 11 GC 1 I I s� �o
E: 2454232.8155 L \ \ C �' 2 - - / - 4 1 - I I 1 I I 9TF �QP
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1 / 6"GV(N)� 8 �iy I N: 726127.4512 //- ��\ 1 I r // I / I � 1 I /( ER\G
1 8W y \ I I E: 2454551.7213 \ \
FIRE HYDRANT PER W8 \ \�\\\ f ' 4 'T _J // �/ y/ I I I I Lu om j . .
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1/ / / // - . •;. . . -- J 8 0\8 I C/30 N: 726115.1824,_ \\ N: 726137.0594. \ v \ s155a 2F i \ 1 m 1 • ' I _ Z II
•
4 S 3 �364F�' :: _ \E: 2454547.4228 __ E: 2454615.4849 \ / o I I la- 1 �' I I I .. .. .. .
8 \ 0 4p 22.5°BEND' \ Iw 1 n I • . . . co
8S 8 8"90 BEND / _ \ 1 � ` I I 1 n I 1 I
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1 4P / / / \ / / 661152E / / / / / : E: 2454601.2166 / \\\ \ \ _ 1 o
6p/ / a� 2587 -- \� // / // // / // �7- 2 900 BEND zQ
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\ qp/ \ I :• 1 I 1 I \ /h� I JOB NUMBER:
IL IDB2338
DATE: 3-14-24
WATER PLAN EAST ` / ' \\ / I SHEET NUMBER:
I W
0 30 60 ��4 I N 1 1 I I Lii
FEET Icl)
11 I I III I I F Wm2
II�R� I I III I I = �
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RRAMO NT
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PPP 14797
4 1 N0. 24 R
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24 RC
24 RC 6P _
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N 154482 SF \\ \ ' ' ' ' 07 ♦ Ih SF 3p RC 6PI_op/ -___ 150 7
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pl l I l l l / 1 g J / ♦ / 5926 SF / 1 ■ O 1 17-2 I 1 1 I � U
/ / 14-1 / w ` / // / / � I I I m ■ 5250 SF I Ill W Lu
/ / 7114 SF / • / / / / , 12-4 ■ '':, I I I II Z O
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N >O IDB2338
DATSEWER OVERALL SHEET NU-24
SHEET NUMBER:
W
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FEET � Lu
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I I I `' N
I 1 co
I 1 y --- 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
I n I m w AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1.
w --- 2. CONNECT TO EXISTING SEWER -VERIFY AND MATCH EXISTING
I I N z �� I INVERT ELEVATION AT POINT OF CONNECTION PRIOR TO START OF
W CONSTRUCTION - NOTIFY ENGINEER IMMEDIATELY IF PLAN
1 t I I I .. �: DISCREPANCIES ARE NOTED.
I 1 4-3 1 1 3-3 1 1 2-3 1 1 1 1-3 1 W 1
M 5260 SF 5250 SF 5250 SF 1 5664 SF 1
1 II k
fAI
I 1 1 I I I 1 1 1 I I I I
1 1 1 � 1 1 J I 1 I
1 1 ,� o I Lq
I 2.00' Notes
I 1 � � zco v "vZc" 1 v zco 1 1 v ;cr
I cJ N ri J � N r; -i -i 1
N o ,i; N o W 1 1 o W 1 1 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD
(O OD Q1 N N N N - ti Lq N - N - L---
o cl a d N N I M J MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501.
63.66 OF 8 SDR 35 PVC @ 0.723/° 1 1 1 1 I 10'MIN. INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND
-X 1�. ,9.a4 �---- 4IE:2580.42 4"IE:2579.96 4"IE:2579.54- ® � 4"IE:2580.85 � I MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508.
I FG:2586.85 FG:2586.42 FG:2585.96 FG:2585.54 co V1 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511.
1 1 INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD
1 I DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC
EXISTING SEWER w 8W 81"0 0 8w N.GARBO AVE. 8w 8w I SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN
33.27'OF 8"SDR 35 PVC @ 0.721%ne 1 1 N 1 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL
2+00 3+00 i
S�� 3+77 83 USE C-900 PVC WATER CLASS PIPE. ,
1 N 172.91'OF 8"SDR 35 PVC @ 0.400% 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER
1+00---I N
�� 1 9 SSMH-2 1
- S I E 2 YO SEWER LINE A � �� 1 THE CITY OF MERIDIAN STANDARDS. 1
1 SSMH-1 ...: :. - °o 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE.
EX-SSMH I 4"IE:2580.65 4"IE:2560.17 : 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES
1+00.00,0.00 I -FG:2586.65 ---- -FG:2586.17 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. CONTACT DICaLINE
RIM:2586.54 ® o ---- 1 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT
8"IE IN:2572.07(S) I��p o ( z 1 I z 1 j ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE 48-HOURS
N 1 I
� �, � � � I `•' � m 1 1 BEFORE DIGGING
to J e
I I M e N LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
C7 tq N W r) u, N "! W I 1-800-342-1585
or; to Z I ARE PROVIDED AT THE 10-FOOT PUID EASEMENT.
I , I + I 1 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH
I I `" I w l z FINISHED GRADE AND SLOPE.
o I 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
2-1 1-1 �� a 1 1 THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
I N N I 3-1 I 5421 SF 10631 SF �� J 1 Z
7007 SF 1 I 1 L___ DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT O
12.50' _ _ THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE J to
1 I 1 I I I �' PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. J >
I a I 1 1 1 1 F------------------------ F_ - Q
I 1 I 1 1 2.00' I 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND m -
1 ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK U _
Z
II 1 1 � 10, (INCLUDING SURFACE RESTORATION) IN THE BID. Q
I �
- --- MIN. I 10. -
1 I 1
PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS LLl O �
� 1 REQUIRED TO COMPLETE THE NEW IMPROVEMENTS ALL EXISTING
DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH 0 00 2
2PI o / Lu
THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Q
SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTEDLIU 00
m
THROUGHOUT THE DURATION OF CONSTRUCTION. J LU
11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - F
I PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO
------- ui
RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE z o
SEE SHEET SS.2 PAYMENT SHALL BE MADE. 10
�SS�ONAL ENG�
SEWER LINE A - STA 1+35.26 TO 3+77.83 �� ��G\STERFO
2 0 30 60 FEET 1 0 8 1 3
Ads TF OF
S K ER\��
•
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0+80 1+00 2+00 3+00 4+00 4+20 •
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2592 y ti 2592
co N
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W !Y 00cn ti W w W z a
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2588 APPROXIMATE EXISTING 2588 g�
GRADE @ PIPE ClL g?
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2584 2584 of
FINISHED GRADE @ PIPE CIL
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XISTING SEWER
Lu
3.27'OF 8" SDR 35 PVC @ 0.721% O¢ U � °° w
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72.91'OF 8 SDR 35 PVC ~ w Y w Q U Y Z
L_-- --- a d wd1�
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2572L_J 2 VERTICAL SCALE: "=3' 2572 z JOB NUMBER:
8+35.26 IE 2 72.31 63.66'OF 8"SDR 35 VC @ 0.72 % 'Z I DB2338
FIELD VERIFY AND ATCH EXIS ING DOW STREAMS WER SLOF E DATE: 2-8-24
2570 2570
0+80 1+00 2+00 3+00 4+00 4+20 SHEET NUMBER:
W
_j
W SS. l
Lm
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\ \ 5-1 I I I \r---------------------- ;.
\ \ mae SF I 96 I 5 \ I a
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N:726561.6312 I 111 11 I II 2_, I 2Sc9j 4P1 Keyed Notes
I \ 5421 SF CD\\ \\ E:2453597.5937
\ \ 4"IE:2581.23 \\\ I 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
-----� I L J I �`
\ \ 4"IE:2579.19 4"IE: '.X° a'`���0'`� 1 I \\ I - - - - - - 5-3 AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1
\ \ FG:2585.19 ��0 1°\° 1`� I L------------------\ -J 91335E 4P1----
\\ \ FG:2585.07 ��4P1� AND DETAIL 1/SS.1.
38.77LF4" 2%MIN. I Co w - - - - - - \ r --------------------� Ld -------
@ � / ------- > ±• 23107 SF
CD
/ 15482 SF \\ \ \ // / s �`- N Q o .. -■
34.15LF4"@2%MIN
.\\\ / / _ ��/ / / ■
w I 2-3 I ■ Notes
4"IE:2579.14 \ 11 b' Q` \ I 5250 SF F_ ■
FG:2585.14 \ m Z w ■ -
\\ ■ 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD
N:726539.8609 / \ Q J . : �\ o-R z ■ MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD 501.
E:2453554.5514 1 \ "1 -�-----------------J ■ INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND
4"IE:2581.13 / _ _ _ _ .' CO ■ MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508.
Lu
cl
\\ / SSMH-4 > > 1os31�sF � \\ ■ 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511.
2585 _ 48 �S C \ I ■ INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD
0,�. �'9S+ I \ I ■ DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC
_, T1 1+00 B,SO Oi/iC I 2s8s •' \\\ 2586 I . SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN
T -
18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL
s,A \ 5643E \\ '• r I ■ USE C-900 PVC WATER CLASS PIPE.
' I G / \ \ �� \\ ■
�p - /� 10' �\ \\ I ■ 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER
\\ \ I sOo , MIN. � \ --------------\�---J I u `� THE CITY OF MERIDIAN STANDARDS.
' 4"IE:2578.86 E' -
FG:2584.86 \ 1\ c h� p 0 296.00'OF 8"SDR 35 PVC @ 0.405/o ■ 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE.
\\ 7_1 ova \\ \^ry ■ M 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES ,
\\ s7,z SF °4al*v< \� 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT.
° °° o SSMH-5
°h' ti\ y°� gw 8w Bw o 8w 8w W. GLEASON ST. 8 �_ 8W W. GLEASON ST. gW gW ■ 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT
a"IE:z578.7s 13g, 0,0 1199. o z � u ■ ~ ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE
\\ a F�2584.76 ;.': 1 121.54'OF 8"SDR 35 PVC @ 2.032% 3+00 `V _ - - 4+00 - - - - 5+00 276.00 OF 8 SDR 35 PVC @ 0.403/0 - 6t00 - _ _■ W LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
4"IE:2578.60 \ = ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. CONTACT DMINE
FG:2584.60 \ 0 1 SEWER LINE B 1 \ Do 1 SEWER LINE B 180, 1 ■
SSMH-3. . `� \\ ■ 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH 48-HOURS
h
\ SSMH-2 ■ W FINISHED GRADE AND SLOPE. BEFOFE DIGGING
L/ -J l ■
W 1-800-342-1585
v °�` w cv. \ - - - - - - - - - - - - - - - - - - - - - - (n 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
0 4"IE:2578.59 4"IE:2578.80 4"IE:2579.11 4"IE:2579.43 4"IE:2579.74 4"IE-2580.08 ■
2584.59 FG:2584.80 FG:2585.11 FG:2585.43 FG:2585.74 � -- - FG_2586.08 --- THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
rFG:
---- ------ ------------ ----- --- "° .• :.• : -- -■ DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
A ^ W N ^ ^ ^^, ^ \ ■ THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
\ / \ \G t ? \G 4m + - \G T + - \G T + ? \G c" + \ \ / / \ A W Q1
/ / \ ,,, o N N • N <„ N �„ , N �„ 1 ,,, Ll o PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE.
\ / !?� o NOD m �" m CD a m �4 m co m cm
/ \ Ln -n "' i T w c T W c - w � ncl' c -n I ■ 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND z
/ \ a, - I 1
Z A P 0 Z A W � Z ? W � Z A W � Z A W co Z A W I ■ U O
p _ c A - � _ � I o ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK J
o N o p o �' I I " ■ INCLUDING SURFACE RESTORATION IN THE BID.
I I o
q \ „33, SF
I ' > I I I ■ 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS �_ p
9-, s1a sF\\ OQ I �� REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING ()
\ / / s1o7 SF \ /' 11-1 12-1 13-1 14-1 I I ,-2 I _
�/ ssls SF ssls SF ssls SF 71,a SF 7105 SF I ■ DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH < U) Q
\ / / \\ I/' \ Q I ----- ■ THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Y -
/ / I I \ ■ SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED p
Z
\ ---\ / / I I I I / I I I I I I I I \I I ■ w
CONSTRUCTION.
THROUGHOUT THE DURATION OF � pp �
\\ \\ \ / / // I \� ■ 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - W
\ / I I I I I I I I I I I \ I ■ J
PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO Q m
\ \ / I I I I I I / I I I / I I I I I I I I I T ■
\ \ \ / / / / I I \\ ■ RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE W 00
PAYMENT SHALL BE MADE. ~ F
00
---------� /\ L--------------------- L------------J L_---___::===J -L=_� -- ------J L------------J L-----------J -----------J L--
masaas PI 4PI p�-----4P� 4P----- � 4P1 4P1 4P1 ---- ----- -----4PT ----- 4P1 ---- 4P1 - Pt--� w W
0 11
SEWER LINE B STA 1+00 TO 6+60
�SS�ONAL ENG�
N - �� ��G\STEREO /fiFF
0 30 60 1 0 8 1 3
FEET
Ads TF OF
S K ER\��
•
. . . •
.. . .
0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 .. .. ..
.• 00 .•
• . . .
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2592 2592 •
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w '
fq7 WLq
coo ti
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ti N W m
co M W O CD ti ti N C Ln N Q t o
C 00 L7 P_ Z p .4 N N Lp N 0 Z 0 0 ow
N LLY N N M Z Z Ln N W W a
N C to <o LO _ N 0 y + �_ - - p p }a
2588 � O N Q Z O M inn N - W w y (0 co co 2588
moo W W M �CD LnZ fnM co co co z
N � N W W APPROXIMATE EXISTING ool
U
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CO) + - -
N N Q: co co
K N
00
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2584 2584 ° oz
FINISHED GRADE @ PIPE CIL w w_r
K U
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2580 2580 O
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or
♦ U¢
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115.7 OF 8"SDR 35 PVC ° ~ Z
0
2576 2576 O
21 'OF8„S
T35 pVC C 2.032% � z
27 .00'OF 8" DR 35 PVC @ 0.403% `°
Q
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U w O N N m
U v u Z
m p w w �
2572 2572 L-
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W
HORIZOP TAL SCALE: "=30' z JOB NUMBER:
VERTI AL SCALE:1'=3'
2570 2570 J ID62338
0+80 1+00 2+00 3+00 4+00 5+00 6+00 6+60 DATE:SHEET NUM NUMBER:
W W
W SS.2
Lm
SEE SHEET SSA
l- - r•.
I \ � I I I I I I I 1 1 1 I I I \\ � o-� \\��\�\ --'-� --- \ \\ I _ -j- -- \ �\ \ • • .•r. :\
II \\\` 11 II II II I II I 1 I I I I II 1 \ \\ \\�\\\�>�'- - � '-- \\ \ ? -I- - ' -' _\ \\ � \\\ \ •: �
_-� �_------- 4PI \ O 89 \ \ \
I I I - - - 4PI \ y\�' 1� \
�44PI:-
_L44P1�4P1 \ - \\\\\ \\\ _- - -� \\\ \ 1'� \ 5250 SF \ I \ \ / /
4PI \ � G) �_ � I ,6-2Keyed Notes
I 4P--- �4P1 4PI _ - s \ � s \ \ \\\\ 120S4 I - \ -____� \ eo \ \ \\\\ 5250SF y \ _ 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
I 4PI4PI s ___ \� ,- � \ � - 1 �� - I\ tAND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1.
4PI - - \ ------- r \ \ \ \\\\ \` \ / - - \ \
NIO
\\\\�\ \ _ \ ---J \ \
■ 1 I �'' Notes
\ \ Il l - 15-2 \\ \
■I I I \ r \\ \\\\\ \ / \ -- 6044SF
■ 1 \\ 8-4 \ \ 13-4 \ \\\ \ \ \ �0 \ \ \
22157 SF \ 5250 SF \ \\\ \ \ \ : \N• \ \ -o \ •. 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD
■ 1 1 14-4 \ \ \ \\\\� \ MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501.
■I 1 1 1 17-4 757 S \� 5 2�F sons SF 1 \ \\ _, INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND
■ 1 1 19-4 1 1 18-4 1 1 5588 SF 57s7 SF \\\ \ \ --- \\\\ \ \ \ __ \
5418 SF \ - \\\\ •• \ ___ _ _ MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508.
■II 1 1 1 5249SF 1
■I 1 I I I 1 I I I 1 I � I I I \ I I I \ \ -- 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511.
\ \ - / \ \ \ INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD
■I 1 1 + I I I + I I I � 1 I � 1 I � \ 1 I � I •; \ / \ \\
■ 1 p I 1 A p p 1 A \� ? \ o \\ / \ \ -. 'p ; DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC
■ m 0 o p 1 Fn Cep o A 1 m 0 o A I I rn p0 o a I I in (e� o a 1 1 m Ce7 o A.__1 \ � \ / \� \ � SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN
Ncn A N NON ? 1 N Noy^ a 1 ,�, N �„ - \ N �„ \ V \. \
o A 1--- N a A I ' -__---_---f --- W----------------
-
■I 1 N e o o c" e o o toe o o L" 1 �, e o o \\\\ ----- 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL
■ 1 1 N ; 0 1 1 N ; o CO - 0 1 1 N ; 0 1 1 CO ; g 1 w - g / \\ \\ 4PI_ __-4w -- 4PI o USE C-900 PVC WATER CLASS PIPE.
■I 1 CD ZAr � Z4 r mzA 1 1 zp z -___-- w
1 1 1 1 1 1 1 I \ GI Z \ G130 0130 G1��2 G13
■ 1 ---- _--------J 1 L---_ ---- ____ ____� L---_ ____ ____ ____� I GI30 - \ 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER
L---- \ 2588_GI3o � � J \\\\ 6306 SF \
■ 1 4"IE:2580.04 4"IE:2580.26 4"IE:2580.44 4"IE:2580.64 4"IE:2580.84 4"IE:2581.04 I - \ GI30 \\� THE CITY OF MERIDIAN STANDARDS.
■ 1 -� +' ' w 250 ---- --------------------- ---
FG:2586.04 FG:2586.26 FG:2586.44 FG:2586.64 FG:2586.84 - FG:2587.04 I .. \ ___----- / \
/ w 1 ' �\\\\ I �\ \ 0 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE.
j,
/ 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES
1
8w 8w AV8 w 8w 8 8w 8w 8 aw w aw 8w aw _ �w gw 8w _ � / \\ \ / \\ \ 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT.
1 1 1 _ z 1 0 �° '-\ �4"IE:2582.27 \\\ J\\� 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT
W j - 7+00 - - 1 8+00 - 1 -9+00 - 180° - o - �// 10+00 - 286.84'OF 8"SDR 35 PVC @ 0.403% 11+00 N - - - 12+00 4 'oo Fc_z5ss\\\ \\� - i � / ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE
S S sS- 8 S- 8S / �\\\\\\ \ LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
1 296.00'OF 8"SDR 35 PVC @ 0.405% SEWER LINE B 1 / W. GLEASON ST. 1 1 -; ` . / / N �26pgs \\� \ _ -� / CONTACT DICLINE
2586 1 2587 - o / E'2q s 152�'�i ---- ------V ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 48-�"�OURS
W - SSMH-7 38o9�F48?427��> ` 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH BEFORE DIGIANG
/
2
r °M/ - \ \ /
W f N
\ FINISHED GRADE AND SLOPE.
-
;.I'•�•I S G S O
4'�
1 800-342 1585
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . .4"IE:2582.12 2$83 \ \ \
■ 4"IE:2579.86 4"IE:2580.05 4"IE:2580.30 4"IE:2580.55 4"IE:2580.79 4"IE:2581.04 4"IE:2581.29 4"IE:2581.53 4"IE:2581.81 FG:2588.12 \ 32/ \ \ / \ 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
\ 1- \ \ I \
■ fFG:2585.86 FG:2586.05 FG:2586.30 FG:2586.55 FG:2586.79 FG:2587.04" FG:2587.29 FG:2587.53 FG:2587.81 �� - --�- -1-' \ \ \ THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
F------ ------------ -------------I ------------ ---------/L -1 L------------ -------------1 ------------ --------��--� 4;m2 I
/ \ i (p� �,, -A--- \ ,- L DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
36.50 LF 4" I I I I I I ___ _ N 7
p m + p A Aim \ 2 ? (n o ? ; T ? - 1 ' - �+ P A o 1 \ 13-2 THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
@ 2%MIN. 1 ,�, �, N ,�, �„ to I �, �„ t�, I ,,, �„ I ,�, Z, -4 I ,�, 1a + I ,�, �„ + I ,�, Ln + --I' I - -m o 1 \ \ \ 11655 SF
■ T o G V T o p 0 T o p GJ T o p Q1 \ T o p co T a p ? T o p 0 T o p co -- N ?,-n tp \ \ -\ /
6+59.76,36.50'R I 1 1 1 I I N I U I ==f -I'� ,r - p N a l I \ \ / PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE.
■ w n cn T vNi �+ T vNi �+ T \ v �+ T " r- r vNi rr'I r 10 rr'I r _= ao Z \ \/ ) - Z
4"IE:2581.89 w w I tb I tb \ I , tb I tb I w p I w o _ _r _
■ 00 z A N z A N z p w N z p � \ ry to z a w to z a w �, z a w �, z a w( m �` \ \ \ \ / / /- 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND U O
I I� I I I I v m 1 1 1
o cn oo �, o �, is rn rn e° rn \ \ \ \ / / J
■ o o I o o I \ U o I o o I A g I N I I o l I I \\ \ / / ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK J
■ z z I � I J X I I I I 1 I I \\ \ / / /// INCLUDING SURFACE RESTORATION IN THE BID. >
■ I I \\ I I I \ 10 I I \\ \ // �/ / O p 0
■ I I I \ I I I \ III 1 I I \\ \ -' ,/ 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS - m -
l2-2 1 1 3-2 4-2 1 5-2 1 1 6-2 1 \\ 7-2 1 8-2 1 9-2 1 10-2 I I1 1 -\- r U �
1 1 1 „-2 I I 1 / �� \�' REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING Z
775 SF 6615 SF 6615 SF 1 6615 SF 1 6615 SF 1 \�6615 SF 1 6615 SF 1 6615 SF I 6615 SF I I\ \ 1 5390 SF 1 / �, \ \ \ 1 Q Y Q
■ I I I \\\ I I I \ C1 I I \ I I 1 1 1 / I \ \ \ DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH 0-
I I I \\ I I I \ti'I 1 1 \\ I I / I \\ \ I �- j THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF 00 0-�,
I I I \ I I I \ I I I I 12 S \ \ I I I SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED Lu
■ I I I \\ I I I \ 1 j 1 1 1 I e127 SF I \ O 00
■ I I I I I I I I I I \I, I I I I I \ I 1 1 I �� I I I / I \ � I I I I THROUGHOUT THE DURATION OF CONSTRUCTION. m2
■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I �y/ 1 1 1 1 1 1 \ I 1 1 1 1 /1 I // I \ �\� 11 II / 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - Q
■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 ,I 1 1 1 1 1 1 \ I 1 1 1 1 / 1 1 / �I-�\ \ \ I \----J PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO W m
■ I I I - \ I / I I 1 1 I / I / \\� \ ® RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE F
J- L------------J L----- ------J L------------J \ ---J �____--------A L-------------1 L�-===--_-=-f�-_ J- L---------� ---�---------- - -'t� --- - PAYMENT SHALL BE MADE. F
■ --------------- _ ___ ----------
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N - �� ���\STEREO /fiFF
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0 30 60 1 0 8 1 3
FEET
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6+60 7+00 8+00 9+00 10+00 11+00 12+00 13+00 .. .. .1
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ORIZONTAL SCALE:1"= 0' z JOB NUMBER:
VERTICAL CALE:1"=3'
2572 2572 J ID62338
6+60 7+00 8+00 9+00 10+00 11+00 12+00 13+00 DATE:
SHEET NUM NUMBER:
W W
Lm
W SS-3
SEE SHEET SS.5
- - - - - F---------------- - I F-- ----
El-
- I I 5 G r
dti -J
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10-4 N
5250 SF I a 11 1 I 1 1 I 19-2 "'5250 SF >
l
Keyed Notes7-4
0
W I 1 I 646F I 1 1 1 1 I I dt _ / 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
------------J I I 1 I l l
co w Z I 1 \�� / AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1.
----
----------� z - - - - - - I I 1 59�F 1 i I I 1 I 11 ram_ dt L
- - - - - - J -----� � I I I I 1 1I 2. STEEL CASING PER SW1 & SW2.0
----------- ----- w 00 5-4
I 5757 SF I I I I I d
uj uj I I Z I I 11 1 1 1
co I I „ * I I 4-4 I
(n 9-4 I I I I !?� rn w 1 I H I I 5588 SF I I I I I I Notes
20-2 I I 5664 SF I I I cNr+ o 0 1 I m0 rn
5250 SF 00I I � r w _tg c I I I I 3-74
wT = 4 I 1
0
12.50' N ? A 5418 SF
o I
I I N I 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD
I I U I I ?? I I o �' I „ + 11 1 I I MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501.
•.•. ---- ------------J - - I 1 o w I I w I I I 1 2-4 I
2.00' -- - _ I I I rn 3 ' N I I I I 5249 SF 1 INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND
4"IE:2581.60 -- nt(� w
MIN. qj - - - - - - LO - - 2587 , - 46 � w � I '' I I c. MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508.
---- ------------ ry Q so F _ v Z o I 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511.
FG•2587 4"IE 2581 75
�ii
FG• 7s � I I I I 1
0,0 90, 2 SSMH-10 _ FGI2587.682 I --__ j 1 I w 3�rn INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD
1 °J 1 00 218.04'OF 8"SDR 35 PVC 0.400% 1 v ? p o I I N r>w 1 DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC
I @ SEWER LINE C 3+00 a-IE:2582.02 I I o o w 1 SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN
_ _ g� �gS o _ FG:2587.47 --__ W o 1
21-2 (SSMH-9 0 z 1 169° _ N : ., -a"IE:2582.32 I ? I I 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL
5775 SF a W. CHOLLA HILLS ST. FG:2587.27 I USE C-900 PVC WATER CLASS PIPE.
M8 M8 M8 M8 8 M8 M8 M8 h- 4+pp 1 t `'' '' - 4"IE:2582.24 3. 8„ GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER
Ma _ FG:2587.06 THE CITY OF MERIDIAN STANDARDS.
- -----JI t 1 - - - - - - - - - - - � Ma 2Q.25,0- _ 2S8
._••,°•-• � _ _ •' ' ''' 8 SEWER STATIONING IS BASED ON THE SEWER CENTERLINE.
a dti dt dt 2588 " Ma 5 p-60s� 5+00 1 0° 50 @2"� M CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES
M a SDR 3 � ' .;••• 1
° _ 34. LF °
------------------- - ---------------------- ----- 5.
_ Ma 9 4" I_- 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. ,
U� Ob 0� FOg _ _ .. _
Id9 Id9 d9 - - _Ma 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT
SSMH-11
,91599Z=M3LYM H
o� - ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE
�Ma 5+32.28 -___ LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
o ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. CONTACT DICLINE
48-OF - Ma_Ma_ 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH H��
---___-_ dd9_Id9 �� - _ _ ; : FINISHED GRADE AND SLOPE.
8FBEF� - NC.�
_Id9 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
_Id9 0� 1585
00 - THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
_I DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
�9 Id9 THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
_ PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE.
Id9 Z
9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND U O
----___ ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK J U)
(INCLUDING SURFACE RESTORATION) IN THE BID. j
10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS 0
O Q REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING U
J DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH Q U) Q
� � I / n � , W Y 0
^� THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF O
SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED p IY
Lu
THROUGHOUT THE DURATION OF CONSTRUCTION. Q 00
11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - W
PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO W 03
m
SEWER LINE C STA 1+00 TO 5+32.28 PAYMENT SHALL BE MADE.RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE
~ _j 0-
0 30 60
U
FEET z O
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C,\STERFO
10813
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2596 2596 ,posy OF
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N Ncu0j Z Z O Z O 1` N N 0 0 N O ,
W W W W O N Z = p N ;
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fn � Qr CO e0 e0 -e N W W 2 N N CO Z
APPROXIMATE EXISTING � N _ w •
GRADE @ PIPE CIL N m 00 00 + �-Q.
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2588 2588 Q =_
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K U
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0 LF STEEL.CASING PER SW1 &SIN27 N
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HORIZONTALSCALE:1"=30'
VERTICALS ALE:1"=3' 3
2576 2576
0+80 1+00 2+00 3+00 4+00 5+00 5+60 1 Z U3
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J
IDB2338
DATE: 2-8-24
SHEET NUMBER:
W W
Lm
W SS.4
SEE SHEET SS.3 SEE SHEET SSA
\ /• // / / / I iuv iuv� iuv iv lav IqV IdV Idv�IdV �J
I
\ /
I-----------I F-- -----I r --- -I F-----------I I F-------
/
Notes Keyed y O
IF o / l I I I I I I I I
/ I � I x 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
"' O i AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1.
13-4 1 1 12-4 1 1 11-4 1 1 10-4 1 1 9-4 1 m
5250 SF 5250 SF I 1 I > I I 2. T-TYPE CLEANOUT PER S1.
� 5250 SF 5250 SF 5664 SF
lVQ / I 1 1 1 I I 1 1 1 I m r o ' 3. STEEL CASING PER SW1 & SW2.
/ I
W I
\ l / ai a I I A I cn
m (� rnW I mC� rna�o I 1 m (P� rnrn I m (P7 � � 1 mCP7 � � I -1 1 i
\/ N e o W I N \ O W rn N \ O W I N \ O W
4' It.2582.12 70' / / a _� -n o _� -n � r �„ I co r N I r � I I
cozA I ozA � I I ozA � I cwz � � I I iazA � 10'
FG:2588.12 M/q/ / / I m = r m = r I P. r I cor I co r / 1 MIN.
5390SF N.,726055.4115 I y •,`yr, L ---- ----� L---- � I
---- Notes
E:2454582.2499 11+00 - ---- - :` 1
4"IE:2582.89 4"IE:2583.09
/ 4"IE:2582.99 4"IE:2582.81 4"IE:2582.50 ' .'
31.40 LF 4" FOR FG:2588.89 FG:2589.09 FG:2588.99 FG:2588.81 FG:2588.50 1 48„ DIAMETER @ 2%MIN. I $ - - - - - - - - - - - - N: 726458.9287 STANDARD
:...
. .•x. k
..
SEWER MANHOLES SHALL BE AMETER ECCENTRIC
4"IE:2584.15 �WFR�//(F 3 '1 E: 2454605.5525 MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501.
\ \\\\ SSMH-7 : 1tJ1° o D o� 161° 0 2 ° 1 INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND
S88 �, 8 I E:2579.23
SEWER LINE D 315.71'OF 8"SDR 35 PVC @ 0.403% N 4+00 �� 900 T-TYPE CLEANOUT MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508.
" _�$ 5+00 5+06.28,0.00 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511.
\4"IE:2582.27 - - - - - - - - S
FG:2588.27• \ o - -
u o z ° INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD
SSMH-8 N. BORGNINE AVE. SSMH-9 °�° 2 DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC
�^ 8 W 8W 8W 8W 8W 8W 8W 8 8W 8W m
Al �a SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN
o ^ ?'
o�o�;r 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL
:.
.0
tiyc 4"IE:2582.62 a^IE:z58z.85 - - - - - - - - - - - - - - USE C-900 PVC WATER CLASS PIPE.
/ / 4"IE:2582.40 4"IE:2583.01 4"IE:2582.91, 4"IE:2582.71 4"IE:2582.51 4"IE:2582.30
j / FG:'588.62 FG:2588.85 FG:2589.01 FG:2588.90 I 3. 8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER ,
FG:2588.40 ---- ---- FG:2588.71 FG:2588.51 FG:2588.30
/ � I F -- ---- ----� r- - ---- I ---- ----� F---- -- - --- ------I I THE CITY OF MERIDIAN STANDARDS. 1
�o a A A , 1 I a ^ o + I I o + 11 A o + 1 I I I I i 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE.
� F m oZ^ � I _ Nod I m N �, „ I I _ oNm _ N ��„ -4 I I _ � � n+a I � °° �
------ // .e, M� 'i. / / I N � ti m I � � m � � r^ e c) m I Fn o au r^ !Z = P I/ 40 H N / Tao I 1 N �_ T oo N r a, N r a, N r .. ' .5 90 N '` iv I 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES
_------- // � j l I I CO Z O CO Z A A 1 0o Z A A oo Z A A 1 I ou'o �'1 I cr T I er 17
/ I �, I 1 " = o ? ? A CD co z A I z a P 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT.
�, 1 1 �, 1 I 1 1 I I A . 1 I I I CONTACT DMINE
o I o I o N o I A o I W o p o I 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT 48-HOURS
i ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE
o I I I 1 1 1 I I 1 1 1 I I I BEFORE DIGGING
49.57'OF 8"SDR 35 PVC @ 0.400% I I I I I LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS
/ I I ARE PROVIDED AT THE 10-FOOT PUID EASEMENT.
/ / I I 16-2 17-2 I 18-2 19-2 I
I 5250 SF 5250 SF I 5250 SF 5250 SF 5250SF I 2152
15-2 I I I I I I I
I 6044 SF I I I I I I I I 1 T" I 7. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH
13-2 / / / 1 1 1 I I i FINISHED GRADE AND SLOPE.
11655 SF I 11 I
14-2 I I i 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
6306 SF / I I I I I I I �S� I I
THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO z
DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT (� O
J
I I q,�, I I I I I I THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE J to
L`' I I I 1 1 1 I PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. >
�---------- J I L---- J I L-- ---I I L--- I
/ -----� L- ----� L------ L---------� O
I I 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND U m 0
ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK Q Z
ids - - idt// - ^�;dt idti --id i t�idti id ids��dt ids�-Idt � idt Ids id Q idt - � (INCLUDING SURFACE RESTORATION) IN THE BID. Q
Y -
/ 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS Lu O 9
REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING
DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH 0 000 2
THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Lu
Q Lu
Q SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED m
SEWERLINE D STA 1+00 TO 5+06.28 THROUGHOUT THE DURATION OF CONSTRUCTION. J LU
Z 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - ~
0 30 60 PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO
U
FEET RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE w w
z
PAYMENT SHALL BE MADE. o a
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0+80 1+00 2+00 3+00 4+00 5+00 5+20 1 0 8 1 3
2596 2596 -p�s TF OF
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2588 2588
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