HomeMy WebLinkAboutC5.3_Sewer and Water Plan ■
ill ii ii H co E
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CONSTRUCT 115 LF II
CONSTRUCT 26 LF
SI, I CIO
KEYNOTES C)
SSMH C-4--_ 8" WATER MAIN 8" WATER MAIN
00
IN
CONSTRUCT 36 LF LCONSTRUCT 46 LF CONSTRUCT 31 LF 11-1/4' BEND (MJ)
77
WATER MAIN -P
;Z" WATER UAIKI74• 8"• :WATER MAIN. 22-1/2' BEND (MJ) Lu =
M
I I I C`�` \\\�• . . :. . .. ,• / I - _ 03•
NOT USED.
• ' CONSTRUCT 24 LF _ _w w w w w
8" WATER MAIN'. . m 90- BEND (MJ)
9
w
2 u)
LLJ 4" WATER SERVICE CONNECTION PER MERIDIAN W5
III i i ^. . . SSMH C-3 N HAN SSMH LN 6
[FOR RPBPA HOOKUP - SEE PRESSURE IRRIGATION
3;� IS 8" llpVc @().4572 0 S§MH C-6 :j- Lu LLI
0 S_ 01 S -S SHEETS]
+ t1f
AIM 0 1
NOTE: III 2 PVC 00-457. Lu ►V) >% LL
8"x8"x8" TEE (FLG) w
uj
ALL NEW WATER MAINS TO BE CONSTRUCTED WITH CONSTRUCT 71 LF:: -- --- ----- 3: Lij
ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER Ltj Lu 2- 8" VALVES (MJxFLG) ww
L/) co
ISPWC SECTION 401.2.2.A. 8 WATER MAIN 61 1- 8" ADAPTER (MJxFLG)
U)
w (o
NOTE: SSMH C-2- 8"x8"x6" TEE (MJxMJxFLG) La
00
ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, F— 6" VALVE (MJxFLG) C/)
blb (D
Is �Dol
CONSTRUCTED PER ISPWC SD-501. $ PVC 02.70% tK, • C� CONST. 8 LF 6" WATER MAIN uj LLj
z Of -
FIRE HYDRANT (PER MERIDIAN SD-W8)
CONSTRUCT 81 LFL,�rj ---- i:.— r'CONSTRUCT 20 LF
THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 8 PVC @0.45%
FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 8" WATER MAIN 8" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG)
+l'i
MANHOLE. O�Ld
6" VALVE (MJxFLG)
< CONST. WATER MAIN
ri bj UJ
• 291 NAL
rl FIRE HYDRANT (PER MERIDIAN SD-W8)
BENCH MARKS. TBM
G\b I E"y
5 6 rh 8"x8"x6" TEE (MJxMJxFLG)
TBM #1 - EX SSMH A-1 - RIM ELEV 2552.08 SSMH C-
7,
6" VALVE (MJxFLG)
LOCATED IN FRANKLIN RD. SEE SHEET 5.1.
CONST. 14 LF 6" WATER MAIN
-W8)
TBM #2 - EXISTING SEWER MANHOLE - RIM ELEV 2553.42 FIRE HYDRANT (PER MERIDIAN SD 882
It -----------------
LOCATED IN FRANKLIN RD, APPROX 270 E OF EX SSMH 4 SSMH D.-1 0ow 8"x8"x6" TEE (MJxMJxFLG)A-1. SEE SHEET 5.1. 10 (:p -- -----------
.4 0
A: 6" VALVE (MJxFLG)
SE CONST. 20 LF 6" WATER MAIN
FIRE HYDRANT (PER MERIDIAN SD-W8)
It
0111 REMOVE EXISTING BLOW-OFF ASSEMBLY AND CHECKED BY:
DAVID A. BAILEY P.E.
CONNECT TO EXISTING 8" WATER MAIN.
A CONTRACTOR TO FIELD-VERIFY LOCATION & DRAWN BY:
s ® SSMH C l' It d
.11 -- ELEVATION OF EXISTING WATER MAIN. KSC
-Owl
8" PVC 00.65.,o 0-
A\ -A, CONSTRUCT 147 LF NOT USED.
CONSTRUCT 32 -LF 8" WATER MAIN. CONNECT TO EXISTING SEWER STUB.
8" WATER MAIN CONTRACTOR TO FIELD VERIFY
LOCATION & INVERT ELEVATION.
-A
SEWER LINE D NOT USED.
O V11
It SEE SHEET 5.4
—sos— Is...
-iq INDEX MAP NOT USED.
1"=l 50' NOT USED.
5 SSMH Q-2 z
NOTUSED. 0
0 10, F=
n
.' ,j�=3 �... CONSTRUCT 163 LF POTABLE/NON-POTABLE MAIN CROSSING.
': I 55MH -6-8 * b REFER TO WATER NOTE 2 ON COVER SHEET. W
8" WATER MAIN
POTABLE/NON-POTABLE SERVICE CROSSING.
2
--A blol REFER TO WATER NOTE 3 ON COVER SHEET.
LILJ
V)
CONSTRUCT 46 LF
8" WATER Mr,%117, C;
...GUN�irRUCT 40 LF z
I F
8" WATER MAIN
I I
IL-Al Ld
7. -77:r�
A- -.11 7 .7�%
2 00
j
w w—w—w IN W—W w —W—w-
7 N,SROYAL GORGE LN 8 0 30 0 15 30 60 LL.
-S s-S S 0
to 77
8 .65%PVC 50 SSMH C
.......................
SCALE IN FEET
dl
SSMH C-9--/ 1 99=309 z
2556— 556
00 z-00
0000 2
z 00 rn
3.1
00 z 00 0�
z 00 00
Li 3:7 uj 3:200
Y) 00 In oo 00 00 0 0;
1.1 z Sn loo 04 "It 00
2553— 00 Go C,4 Iq 00 ci " In Lo Ln —2553
7) co 00 , lq* I 6LO .. 'I Isss 00 to r- iin 1 0; � Z
- Lo 00 n 00 F- (-) * (�j �- SSIAH C-10
00 C)) 04 r,: r- Z)
0) 11 to (D co 0) co Lo q � Lo Co Lo C6 K) Lo o6 PO 4 Lo z IS) Z STAA 0+42.63
00 0 co Lo C) (6 W) po -N• o v) Lo M OC C-4 - 0 MIX 04 - 0
00 0 (6 co r4) LO c6 u) (N co u� r- rn Lo i cd Lo RIM:2548.30
rn � ol po (6 (6 7;! to U) <
04 Lo po 't CN po Lo 0 0 > >
C) Po 6 "o- V) V) I Po U-) Lo IN M4 > >
Loco + Lo Z 0 cN + U-) Z ZnU� ZnU Frzz INV OUT:254-0.55 8"S
0) ro Lo oc Ulf)j CN - i
I - -- cN F M L0 04 - 0 + Lo Z 04 - 0
cq + -) +' m ** 0 C-4 - 0 L-) Z +Lo Z
0)c6 LO Lo Zzo W) 0 04 - 0 (A L<
",* . oj r-: N - :� > > > >
2550— + Lh :E =Y-- 0 0 cr 41— > > F —2550111
INN - 0 : � -;e:� > > > cn > > (n > >
,!-, cn cn V) -------
L�4 > > 0 0 In z V) V) w V) EXISTING GRADE aalls-
V) V)
-----------
- ---- - - -- - -- --------- -----------
sloommon bj
2547-- \1 —12" C-900 FINAL GRADE 547
12" C-900 STORM DRAIN 12" C-Sloo
STORM DRAIN% STORM DRAIN *�j LL
2544— <
890_WATER MAIN
8" WATER MAIN
2541— ------ _-2541 z
173 LF 8 pvc 00.65% <
�__ _ _C)
------- 156 LF W, pV,-, 00.45% — (177 LF
. 6--w------
143 LF 811 PVC 00.45% — (60 LF E-7
1111-1"7, 47 LF C-C) Ld
-------4 F--=
2538--- PO.45% Q-t -, "vc 00 45 LJ LJ C)
131 LF 81) PVC (66 LF C-C)
STA. 2+30.92 ..... (135 LF C-
Ift 2534.78 O
2535— 52 LF 8" PVC %yu.-tu/0-/ 2535
L43 LF 8" PVC 00.45% (56 LF C-C)
16 LF 8" PVC 00.65% (47 LF C-C) DATE:
(20 LF C-C) 8-25-2023
PROJECT:
2532— 1 INIF_ r PRo --ii E 532 22-006
F
S S 7mlj_
H
PER
99
45 LF 8" F VC 02.70%_ �51 LF E PVC 00.415% HOR: 1 "=20' SHEET
(A-9 LF C-C) (55 LF -C) ER: 1
253 r+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 1 0-r20 1 OT 830 3-