HomeMy WebLinkAboutPP-10-Street F (West) CLM
W Z O
= ate
PP-06 PP-08 PP-08 PP-09
4,500-SF 4,500-SF 4,500-SF 4,500-SF 4,298-SF 4,298-SF �_ B5 L7
CJ Cr cc
o I I I 00 I a I I °° I a I g �-- I 65 L1 o ° 3,40o sF
W w + W W H w + W I 3,400 SF
�, I I W I — I W I L - L I LO
W
W W W
a W U') I �
y I I co cn I J
W
C I T- -1 F I W
w I I W I I W SSMH-31 I I w w w w
~ oo I B8 L8 B8 L10 I I B7 L8 cccc B7 L10 I W I B6 L8 cc B6 L10 cc
I I l a I I l a I SSMH-33 I ac 65 L8
4,500-SF 4,500-SF I W I 4,500-SF 4,500-SF I I 4,297-SF 4,298-SF I W W w I B5 L9 W W W W W W W W a 3,5 L8
F I SSMH-29 I F-: I I F-: I I I 3,399-SF
ao LU
o —— — PIRR — — — PIRR —— PI P RR ao IRR PIRR o0 0- PIRR — PIRR PIRR PIRR RR oo PJR PIRR — — — PIRR ao o P RR ——PIRR ——— PIRR— P1 R oo I —— J o0 0 —
y
v v,
ITS
w w z. z z z
P P
-J
I SSMH-06 �� � a w B8 L9 L
w a w B7 L9 . w I I I a- B6 L9 w
LU
w — I — — - -w — --W — -- -w — LLl w W\ - --- - --- - --- a - - -- - - - -- - - - - .
�� L —�. � w .� �,WII II II II11 II II w II II II II 11 I II II8W 8WF 8W8W8W 8W - 8W 8W 8W 8W 8W 8W 8W 8W 8W
— 3+00 �.,�-�— r — S89°35'48'4+00 — — 5+00_ _ _ 6+00 _ — — 7+00 _ S89°35'48"E _ 8+00 _ _ — 9+00 — — — 10+00 r — 11+00 — _ o
8"SS �'-� 8"SSA 8"SSI 8"SS 8"SSI 81'SS 8"SS �� 8"SS 8"SS 8"SS 8"SSI 8"SS 8,,SS —� 8"SS 8"SS d
L8 \Q�� \ w w�SSMH-07 SSMH-08 STREET F SSMH-09 SSMH-15
2-SF
W W W W W y ✓' W W W W W W V' W W
4
- -- - - -- - - - - - - - - - - - - -- - - - - - -- - - -- - -- - - -- - - - - - - - - - -- - - - - - --- - --- I ,4 �I --- - - - - - - - - - -- --- - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -
------ - - - - - -� - - c - - - ----- —r- - ------ - - - - ----�7--------� -� WI W I r �— —1— ----- - --------1— �-- �— - --� T-- - -- - - --
W 1 W-
W I W w - - - - - - - - - - - - - - °°
t
PP-12
Concept Improvements = Street F 0 30' 60'
i
\ - / Horizontal Scale: 1" = 30'
2550 2550
SEWER LINE - F: Sta. 2+00 - 11 +00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
2545 PROPOSED GRADE AT CENTERLINE 2545
—————————— EXISTING GROUND AT CENTERLINE
2540 2540
2535 2535
0
283-LF OF 8-IN PVC AT 0.45% ■
2530 O 231-LF OF 8-IN PVC AT 0.45% ■�
2530
241-LF OF 8-IN PVC AT 0.45% SSMH-15 ■�
48-IN MH PER ISPWC SD-501 a
220-LF OF 8-IN PVC AT 0.45% SSMH-09 STA: 9+28.24, 0.00'
48-IN MH PER ISPWC SD-501 RIM: 2544.47±
I STA: 6+96.94, 0.00, DEPTH: 13.70'
SSMH-08 RIM: 2543.05± IE IN: 2530.87, 8-IN PVC (E)
SSMH-07 48-IN MH PER ISPWC SD-501 DEPTH: 13.43' IE OUT: 2530.77, 8-IN PVC (W) Cn cc
48-IN MH PER ISPWC SD-501 STA: 4+49.94, 0.00' IE IN: 2529.73, 8-IN PVC (E)
RIM: 2543.30± IE IN: 2529.73, 8-IN PVC (S) cc �
STA: 6+10.03, 0.00' ■�
2525 DEPTH: 14.88
RIM: 2541.02±
IE OUT: 2529.63, 8-IN PVC (W) N = CO
DEPTH: 13.70' IE IN: 2528.52, 8-IN PVC (E) _ M
IE IN: 2527.43, 8-IN PVC (E) IE OUT: 2528.42, 8-IN PVC (W) °O
IE OUT: 2527.33, 8-IN PVC (NW)
c
20
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION
AT CENTERLINE AT CENTERLINE
2520 2520
N N r` o 0 o r o rn o o r` 0 o rn o o N Revisions 10
(D ' M co M O M 00 N M co LO O O O Cl) M r O Cl) O LO M LO O O O N N Ln
T T T N N N N N M M Cl) Cl) M
O O N M 'T N N N N V M V M Cl) V Cl) V V V V In V Lf')
I-
LO LO � " LO � - � � � L LO 1. AGENCY COMMENTS-08.22.2024
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
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
AL
568
, 08/22/2024 0
�T E OF
\OP
W.G
Project No.: 123200
Date of Issuance: 05.17.2024
E
Project Milestone: Preliminary Plat
E
Sewer Plan & Profile
E Street F (West)
Pp= 1 0