HomeMy WebLinkAboutPP-13_Street H (East) CLM
W Z O
= ate
� � cj
PP-12
wl
U;
B9 L20 I W w I Iw W B10 L16 B10 L15 B10 L14 B10 L13 B10 L12 B10 L11 B10 L10 W I IW 0 N w I W
6,600-SF w W i w � N i I W 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF 6,600-SF W WI �W N, I WCD
o
C\J CD
#To
l z w i , WW J I W z °° W IWWI
Ww - - - - - - - - - - - - - - - - - - - I - - - - - - -
w 4 I IWW o —
mo
WIW I W IW I a� —
W
w
L— ------— — ------— — — J---------
— — — — — — — —� ,= — — — ——— — —— — --- - - - - - - - - - - - - - --- - - - - - - - - - -- - - - - - - - - - - - - - - - --- - --- - -- - - —,- -✓ - -
< in
w
W
I11W 8" 811W 811W 811W 811W - _ 811W . 811W 811W 811W 811W g W
N _ 2+00 p �+ _ 3+00 r _ _ S89°35'4 4+00 _ L_ STREET H�+ 5+00_ _ 6�++00_ _ S89°35'48"E
T 8"SS s�" 8"SS 8"SS 1 T 8"SS sa" 8"SS M T 8"SS 8"SS 8"SS sav —
a JJ JJ JJ JJ
SSMH-10 2+00 SSMH-13R \7 Rm R,W
SSMH-14 Qti
W
- — — — — — — — — —— — — —— — —— — — — — — — — — — ——— — ——— — — — — — 80 �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — ——— — —— — —— — — — — — — ——— —
T a W
-----7 T- -- - -- - - - -- 7---- - - - - - - - - - - - ------- - - C/) - - - - - - - ----F_ -r--- - - - - - - - - ---------__F---------7
I
B9 L38 B9 L39 B9 L40 B9 L41 B9 L42 B9 L43 B9 L44 B9 L45 B9 L46 W
6,909-SF 6,920-SF 6,930-SF 6,940-SF 6,950-SF 6,961-SF 6,971-SF 6,981-SF 6,991-SF W 11 W w1 w
I I I I I I i i i 11 1 W w W W' w
Concept Improvements = Street H (East) 30' 60'
/ Horizontal Scale: 1" = 30'
2545 2545
SEWER LINE - H-02: Sta. 1 +50 - 7+0
HORIZONTAL SCALE' 1" = 30'
VERTICAL SCALE: 1" - 3' PROPOSED GRADE AT CENTERLINE ------_ _______
EXISTING GROUND AT CENTERLINE
2540 — 2540
2535 2535
267-LF OF 8-IN PVC AT 0.60%
SSMH-14
308-LF OF 8-IN PVC AT 0.45% I 178-LF OF 8-IN PVC AT 0.45% 48-IN MH PER ISPWC SD-501
SSMH-13 STA: 6+44.61, 0.00'
2530 48-IN MH PER ISPWC SD-501 RIM: 25 177± 2530
SSMH-10 STA:3+77.79, 0.00'
48-IN MH PER ISPWC SD-501 RIM: 2541.98± IE OUT: 2533.53, 8-IN PVC (W)
STA:4+90.07, 0.00, DEPTH: 10.15'
RIM: 2541.47±
IE IN: 2531.93, 8-IN PVC (E) O
DEPTH: 10.54' IE OUT: 2531.83, 8-IN PVC (W) ■—
IE IN: 2531.03, 8-IN PVC (W)
IE IN: 2531.03, 8-IN PVC (E) EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION
IE OUT: 2530.93, 8-IN PVC (N) AT CENTERLINE AT CENTERLINE
■
2525 2525 cc
00 co O m co � ■
OR coti O CDM CD N 00
co co COCD N N � N 'T N � M � M co
N N N N N N N N N � N N
N N N N N N N N N N N N N
1+50 2+00 3+00 4+00 5+00 6+00 7+00
CA cc
cc
■ tY -0
M
00
U M
20
!c i
Cmr'_ "
CY) �
Revisions 10
1. AGENCY COMMENTS-08.22.2024
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 & Profiles
E Street H (East)
PP= l 3