HomeMy WebLinkAboutPP-18_Sewer Plan & Profile Street M �E IDR !A ,
o,+�o
APPROVED om
FATE:NUMBER:
FILE NUMBER:�zoza-ows
PP-17 PP-17 PP-19
I w T � a
I I � I � I I i i� I I � I I I I I I I � I I I " � � I I � I � � '
- - - - - I I Q I w W I - - WIW I W I B12L5 w I B12L5 B12L8 I W W 13 I B13L5 B13L8 I w n I w
w W W I 4,000-SF I 4,000-SF 4,000-SF I w W I W co
_ _ I f 4,000 SF 4,000 SF
o w I - - _I WI WIW w 13' W I I I I I w y
—�--- �' B11 L6 I I y I W I _ _ I I y
IR PIR PIER PIRR PIR PI R - PIRR - PIRR PIR 3R IPIR PIRR PIRR PIRR - PIRR
- -- - - -� m - -- - - w
_ ��I � � 6,134-SF I
v, a I
WW W w
I o R=300.00' ��
T W
°C L=90.88' `� -co cv I = SSMH-25
8W W o80
B12 L6 co I B12 L6 ~ I co I W W
v � �, � � B12 L7 � � � ! B13 L6 � B13 L7 I I
S89°35'48"E STREET M a - - I I � W I 5,128-SF co w I 5,128-SF 60 w 5,128-SF I I o W I 5,128-SF co w 5,128-SF I
vwo I -i w
--8"S -- - - - - - - ; —I L ¢- — — - - - ------
--w
S — — — — — — — — — — — -- - - -- - -
I R20'
¢ ¢ - - - - - - - - - - - - - -J — — — — - - - - - -- - -I
w R20' - LJ R2TSSMH-21 SSMH-20 \-- - -- - - - - - - - - - - - - ko - - -
�d 4"W RAA/ o 8 R=300.00'
00
L=90.88'q,� W 8� U. 8uW88"W 2 W � 8uW 8uW 8uW 8uW 811W l
SSMH-19 -
wS89°35'48'"E 2+00 _ �+ F- S89°35'48""E _2+00 _ _- - 3+00 r2 — 4+00 — _ _ 5+00 STREET M— S89°35'48"E 6+00.
8"SS "SS� W Lu— 8"SS I IIW �oc��" � — — ��• J'', � . � x h 8"SS co—" 8"SS 8" S U"SS M � 8"
SS 8"13S
3+00 SSMH-18 CA SSMH-22 SSMH-23
I 71_ R All — W W W
� \ - - - — - -- - - -- - - -- - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ZD - - - -- - -- - - - - - - --- - ---- - - - - - - - - -- - - - - -- - --- - --- °C W � i
B9 L47 I I- IB14 L2 T N
I I w 60 6,959SF 614 L3 ------- � — ————————6,442-SF I,, ----7 —— ——————
60
60 LU
33 I �I
I cc:, w B14 L4 B14 L5
7,257-SF 6,946-SF
B14 L6 B14 L7 314 L6 B14 L7 B14 L8 B14 L9 B14 L10 B14 L11 B14 L12 B14 L13
L — — � 6,807-SF 6,817-SF i,807-SF 6,817-SF 6,827-SF 6,837-SF 6,847-SF 6,857-SF 6,867-SF 6,648-SF B14 L1 4
IW W 6.127-SF
Concept Improvements = Street M ° 30' 60' Concept Improvements = Street M ° 30' 60'
Horizontal Scale: 1" = 30' Horizontal Scale: 1" = 30'
2550 2550 2550 2550
SEWER LINE - M-01: Sta. 1 +50 - 5+50 SEWER LINE - M-02: Sta. 1 +50 - 6+50
HORIZONTAL SCALE: 1" = 30' HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3' PROPOSED GRADE AT CENTERLINE VERTICAL SCALE: 1" = 3' PROPOSED GRADE AT CENTERLINE
EXISTING GROUND AT CENTERLINE EXISTING GROUND AT CENTERLINE
---------------
2545 __T____ � i__ —— 2545 2545 2545
- 1 1
1 I
I
1
I
2540 2540 2540 2540
_ - PVC AT 0.60%
213 LF OF 8 IN
74-LF OF 8-IN PVC AT 0.60%
SSMH-23
28-LF OF 8-IN PVC AT 0.45% 247-LF OF 8-IN VC AT 0.45% 48 IN MH PER ISPWC SD -23
SSMH-21
55-LF OF 8-IN PVC AT 0.45% I 247-LF OF 8 IN PVC AT 0.45% STA: 6+01, -0 1 O
2535 48-IN MH PER ISPWC SD-501 SSMH-20 2535 2535 SSMH-22 2535
STA: 5+17.08,0.00' 48-IN MH PER ISPWC SD-501
RIM: 2544.90± STA:4+42.66, 0.00' SSMH-19 SSMH-18 48-IN MH PER ISPWC SD-501 RIM:DEPTH:
DEPTH:9.22'
DEPTH: 8.05' RIM: 2545.20± STA: 3+88, 0.00'
48-IN MH PER ISPWC SD-501 48-IN MH PER ISPWC SD-501 IE OUT: 2537.87, 8-IN PVC (W) cc
IE OUT: 2536.86,8-IN PVC (E) DEPTH: 8.89' STA: 3+14.50, 0.00' STA: 1+41,0.00, RIM: 2546.43±
DEPTH: 9.94'
IE IN: 2536.41, 8-IN PVC (W) RIM: 2545.98± RIM: 2546.16±
O �
�—
IE OUT: 2536.31, 8-IN PVC (E) DEPTH: 10.35' DEPTH: 10.88' IE IN: 2536.59, 8-IN PVC (E)IE OUT:2536.49,8-IN PVC (W)
IE IN: 2535.73, 8-IN PVC (W) IE IN: 2535.38, 8-IN PVC (E) O
IE OUT: 2535.63, 8-IN PVC (E) IE IN: 2535.38, 8-IN PVC (W)
2530
IE OUT: 2535.28,8-IN PVC (N) 2530 2530 2530 y
� 0
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION CAAT CENTERLINE AT CENTERLINE AT CENTERLINE AT CENTERLINE
2525 2525 2525 2525 CO
co OO V T O Lf) T O N O L,2 ti M 00 6� N N C
r— m T O co ti O T oR O '� T ~ O T M M ~ ti W m W O O m cc
C� C�
co LO Lc) L!7 u-) LO u-) Lf) LO LO cc c0 c0 cc cc cc co r--LC) Lf) Lf) cD C*- LC) CD (D Lf7 C4 C4 CO cD CD Cfl CD Cfl
�' Cn
cf) LO LC) Lo LC) mW
u) u) u) Lf7 � LC) u) LO V LC) V LC) � LC) LO LC) Ln LO V LC) LO LO u) u) LC) u) u) u) uD u) LO LO LO M
LO LL") LC) Ln LL") LC) Lc) Lc) LC) LC) Ln LC) LC) L!7 LC) Lf) LC) Lf) LO LC) C W
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C
U 0
5+50 5+00 4+00 3+00 2+00 1+50 1+50 2+00 3+00 4+00 5+00 6+00 6+50
!c � _`_�
LO
I ~ i
Revisions
1. AGENCY COMMENTS-08.22.2024
2. P&Z COMMENTS- 11.19.2024
$ZONAL E
568
1 1/1 9/2024 0
�qrE OF \oP
ES W.G
3
W
33 Project No.: 123200
E
e Date of Issuance: 5.17.2024
E_
Project Milestone: Preliminary Plat
Sewer Plan & Profile
Eg N
6
- Street M
E
c
M3.
PP= 1 8