HomeMy WebLinkAboutPublic Utility Plan for MDA U
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PRELIMINARY ENGINEERING PLANS C w o a
CALL BEFORE YOU DIG!
CALL DIGLINE INC. ® ® 0 DC o
® PRIOR TO COMMENCING ® W o ocz
UNDERGROUND WORK MMERLIN IVI ION
DIAL: 811 MERIDIAN, > = 101 w z
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NOTE: LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 5, z Loma J
THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN APPROXIMATELY ONLY PRIOR TO T.2N., R.1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO = ov a'
CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL Q Lu
UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE.THE CONTRACTOR SHALL DETERMINE O��
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO
EXACTLY LOCATE AND PROTECT ALL UTILITIES.CONTRACTOR SHALL CALL DIG LINE AT(800) N
342-1585 PRIOR TO ANY EXCAVATION.
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PROPOSED VERTICAL CURB PROPOSED HADLER SUBDIVISION X X NORTH J CD 0
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DIRECTION OF SURFACE FLOW X X X I
01 OF 07 PE.01 COVER SHEET AND NOTES
PROPOSED TYPE II BARACADE PE.CAVALLI LANE (PRIVATE) EG X 12 SHEET NO. DESIGNATION DESCRIPTION
PROPOSED TYPE III BARACADES v F E RESCUE RANCH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19C 20 21 22 23 24 25 26 27 28 29 30 31C
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STREET AND STORM DRAIN PLAN _ FG - - -E.CLOUDCROF. ST., - - - _ - 10 02 F 07 PE.02 PRELIMINARY ENGINEERING PLAN
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ATTACHED 30C
P 9 04 OF 07 PE 04 PRELIMINARY ENGINEERING SEWER PROFILES `
PROPOSED PEDESTRIAN RAMP WITH 1C w 1C 1C 29 1 62
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_ DETACHED ATTACHED OR DETACHED SIDEWALK Q- w 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 g 05 OF 07 PE.05 PRELIMINARY ENGINEERING SEWER PROFILES
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9 Q q 28 Q 06 OF 07 PE.06 PRELIMINARY ENGINEERING SEWER PROFILES
PROPOSED CONCRETE VALLEY GUTTER 8 7 6 5 4 3 2 2 3 2 27 w 1C 15C 25C W 7
10 0 5C 6 3 26 Y Z . 6 07 OF 07 PE.07 PRELIMINARY ENGINEERING SEWER PROFILES
PROPOSED SEEPAGE BED
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WITH MONITORING WELLS 11 E. HILLSGATE STREET 7 36 4 25 w Q ' S
0 0 0 o PROPOSED SAND AND GREASE TRAP 12 ` 8 35 5 24 - E. SUMMA ST.- - - - 4
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SD EXISTING STORM DRAIN LINE AND MANHOLE 14 1C 8C 11C 10 21
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SEWER PLAN 15 19 18 17 16 15 14 PARK 13 12 11 12 1C 0) >
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PROPOSED FIRE HYDRANT 33 \ 26 30
$ � EXISTING FIRE HYDRANT 34 \ 27 28 29 / 45 /
TOPOGRAPHY 36
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EX.SSCO-1 -8"DIA. SSMH-2-48" DIA. 8"INV IN = 2724.05(S) LLI O 2E > o 0 o
2720 STA= 10+00.00 STA= 11+16.38 8"INV OUT=2723.95(N) 2720 F o J = m
8I NV IN = 2721.81 S 8.26 I NV IN = 2722.37 S Z > m Q o U
( ) ( ) O z m -
8"INV IN = 2722.37(E) z ~ < o w 9
8"INV OUT=2722.27(N) m m a
W co
j o Q
U w
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
2745 E. SUMMERLIN DRIVE PROFILE 2745 xo'SAL
PROPOSEDFINISHED - - -
- - - - - - - - - - - - - - - - -
- - -
EXISTING GROUND
2740 _ _ - 2740
�� - - - - - - - - - - - - - - - - - - - - - - - - - �fgIN
P
m
2735 2735
-
Lu
F p
W
W
= z
NJ O
2730 LA 2730 >
= w
m
260.65 LF 8"PVC @ 0.40% W z
34.88 LF 8"PVC @ 11 LF 8"PVC @ 0.40% W o
184.08 LF 8"PVC @ 0.40% H a
96.54 LF 8"PVC @ 0.40% 96.54 LF 8"PVC @ 0.40% SSMH-12-48" DIA. U)
2725 SSMH-11 -48"DIA Lu
U
196.21 LF 8"PVC @ 0.40% SSMH-10-4E STA=21+68.16 Lu
STA=20+74.1 STA= 21+13.05 RIM = 2740.81 2725 p
238.41 LF 8"PVC @ 0.40°k
SSMH-8-48" DIA. SSMH-9-48"DIA. RIM = 2740.52 RIM = 2740.67 8"INV IN = 2727.73(SE) o
238.41 LF 8"PVC @ 0.40% SSMH-7-48"DIA. STA= 17+85.57 STA= 18+86.10 8"INV IN = 272 8' INV IN =2727.42(S
8"INV IN =2727.42 S8'INV OUT=2727.63(NW) z
SSMH-6-48" DIA. STA= 16+85.03 RIM = 2740.84 RIM = 2741.25 1 8"INV OUT=27 ( •., Uo
STA= 14+84.82 RIM =2740.22 1 8"INV IN = 2725.85(SE) 8"INV IN = 2726.34(SE) 8"INV OUT= 2727.32(NW) (,/) O Z-o ci
SSMH-5-48" DIA. 8"INV IN =2725.37(E)
RIM = 2739.19 8"INV OUT=2725.75(W) 8"INV OUT=2726.24(NW) z ~w w°°
SSMH-2-48 DIA. STA= 12+42.41 8"INV OUT= 2725.27 oG o o w N o
RIM = 2738.06 8"INV IN =2724.48(E) �) W 0 c3-1 R
2720 STA= 11+16.38 ( ) 8 INV IN =2724.48(S) 2720 O Z LL m o of
8 INV IN = 2723.43E W 0
RIM = 2739.42 8 INV OUT= 2724.38(W) Q -
8"INV IN =2722.37(S) 8 INV OUT=2723.32(W) N 0
8"INV IN =2722.37(E) uZi co z Z o w D
8"INV OUT= 2722.27 N O Q �v a z z
( ) O J w Q I w 0 0
Z ; o oa�c�Q
airy
z m o
v o =oa�z
j HQU0Z
>�r�
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 G j g a z a
mi N (n�LL
Z d'O
W m °Ow R z>olz
NJ °o 0 ov<zg
oN � Vim¢-rn
M MER E P O E. SULIN DRIVRFILE S. DELINA AVENUE PROFILE 240319-AL-SS-LINE 4 PROFILE � a = a
-"=' >oo=�
0 3 JZ
2750 2750 2745 2745 2745 2745 O z ZZ�z Z LL wLL
p
v�mVof
N0 Eio
PROPOSED FINISHED GRADE o2�oo
PROPOSED FINISHED GRADE N LL z o�
PROPOSED FINISHED GRADE EXISTING GROUND EXISTING GROUND
2745 2745 2740 2740 2740 2740 Z
EXISTING GROUND
- - -
2740 2740 2735 2735 2735 2735 > w
� J
LL
H
F
W W m O
H N D p Lu
2735 2735 2730 2730 2730 W 2730
F W
29.56 LF 8"PVC @ 0.40% H Q U)
o W
0
s 212.74 LF 8"PVC @ 0.40% � 0:�Lu
�
7T
284.89 LF 8"PVC @ 0.40% z
g 4
2730 67.15 LF 8"PVC @ 0.40% 2730 2725 186.50 LF 8"PVC @ 0.40%
134.15 LF 8"PVC @ 0.40% 2725 272511 A/ J
SSMH-17-48"DIA.SSMH-18-48"DIA. 2725 ■�
STA= 12+87.22 STA= 13+20.77
w RIM =2737.58 1 RIM =2737.31 w
W 260.65 LF 8"PVC @ 0.40% SSMH-16-48" DIA. SSMH-16-48" DIA.
SSMH-15-48"DIA. STA- 11+90.50 STA- 11+90.50 8"INV IN =2726.57(SV8"INV IN =2726.79(S) cc
SSMH-14-48"DIA. STA= 26+42.09 SSMH-6-48"DIA. - - 8"INV OUT= 2726.47 18 INV OUT= 2726.69(NE)
RIM = 2738.70 RIM = 2738.70
SSMH-13-48"DIA. STA= 25+70.95 RIM =2742.94 STA= 14+84.82 8"INV IN = 2725.33(W) 8"INV IN = 2725.33(W)
STA= 2742.20 0 RIM =2742.84 27 8"INV IN =2729.88(SW) RIM = 2739.19
=278"INV IN = 2725.33(E) 8"INV IN = 2725.33(E)
SSMH-12-48"DIA. RIM =2742.20 8"INV IN = 2729.51 (SE) g��INV IN =2729.88(NE) 8"INV IN =2724.48(E)
STA= 21+68.16 8"INV IN = 2728.87(SE) 8"INV OUT= 2729.41 (NW) 8"INV IN =2724.48(S) 8"INV OUT=2725.23(N) 8"INV OUT=2725.23(N)
rk
W 2725 RIM =2740.81 8"INV OUT=2728.77(NW) 8"INV OUT= 2729.78(NW) 2725 2720 g INV OUT= 2724.38(W) 2720 2720 2720
a 8"INV IN =2727.73(SE)
8"INV OUT= 2727.63(NW)
g
DATE ISSUED 06/14/2024
PROJECT NO. 240319
of
W
L21+500 22+00 23+00 24+00 25+00 26+00 27+00 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 14+00 DWG.FILE 240319-P-ENGR.dwg
co
SCALE AS SHOWN
50 25 0 50 100 DRAWN BY KDH
0
HORIZONTAL SCALE IN FEET CHECKED BY BPT
5 2.5 0 5 10
I
PEm04VERTICAL SCALE IN FEET
0
w
w
SHEET 04 OF 07
U
J E
J z o
~ CDLu
C:)< 00
S. PIPERGATE AVENUE PROFILE -E. CRIMSON CLOVER DRIVE PROFILE 0 o M
2750 2750 W ¢ co ca
w o w - o
U W N E
m 0 0
� L _
= o
2745 2745 Q w
PROPOSED FINISHED GRADE _ _ - - - - - - - - - -
EXISTING GROUND _ - - - - -TI
- - - - - - - -
- - - - - - - - - - - - - -
0
U
J �cl)
2740 - - - - - - - - T-------
2740
F a J z w ; to
W J w ao ch N
W O O ¢ °Coo
J L¢L LJ I
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= LI.� _
2735 H 2735 o m zo
N
W ~ 00
0 c Q
W W w
SSMH-28-48"DIA. H
W
SSMH-27-48"DIA. STA= 28+35.85
W 300.77 LF 8"PVC @ 0.40°° SSMH-26-48"DIA.
2730 H 76.02 LF 8"PVC @ 0.40% SSMH-25-48" DIA. STA= 26+37.04 STA= 27 2.19 1 RIM =2742.67
=27
150.61 LF 8,PVC @ 0.40% SSMH-24-48" DIA. STA=25+36.78 RIM =2741.69 RIM =2742.19 8"INV IN =2733.61 (NE)
357.65 LF 8"PVC @ 0.40% STA=24+36.81 RIM = 2741.20 1 8"INV IN =2732.65(E) 8"INV IN =2733.13(NE) 8"INV OUT= 2733.51 (SW) 2730
SSMH-23-48"DIA. RIM = 2740.72 8"INV IN = 2732.16(E) 8"INV OUT= 2732.55(W) 8"INV OUT= 2733.03(W)
212.74 LF 8"PVC @ 0.40% SSMH-22-48"DIA. STA= 21+32.05 8"INV IN = 2731.68(E)
8"INV OUT=2732.06(W) J o 0
SSMH-21 -48"DIA. STA= 20+52.03 RIM =2739.61 8"INV OUT=2731.58(NW) N
STA= 18+97.49 RIM = 2739.99 8"INV IN =2730.38(SE)
RIM = 2739.53 8"INV IN =2729.98(SE) 8"INV OUT= 2730.28 NW F-' " � o
__ 8 INV IN =2729.28(S) 8"INV OUT= 2729.88(N) U, ti �
SSMH-20-48"DIA. ( ) m T 2 ,
8"INV IN =2729.28E ¢ CD m o
LLJ Z cn co v >
+ 2725 W Q � > o m x
2725 RIM = 2738.08
( ) ZoJ -
8"INV IN =2727.75(S) 8"INV OUT= 2729.18(N) � = �
8"INV IN =2727.75(E) > Y o N_!
8"INV OUT= 2727.65(N) (� O z Q w u i
Z zm � C/Dz
z ,,.; mom
LV � J
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50 U ji w
E. CRIMSON CLOVER DRIVE PROFILE 24E. AMBERVALE STREET PROFILE
2755 2755 2750 2750
c�SxpN AL
�I 1�0&2
2750 2750 2745 2745
h,41a'�,�o
OF
9 IN P `S
PROPOSED FINISHED GRADE
PROPOSED FINISHED GRADE EXISTING GROUND
2745 EXISTING GROUND 2745 2740 - - - - 2740 m
W
W
Z z
IF - 0
2740 H 2740 2735 2735
2
w
z
W p
W
NJ a
cn
2735 366.61 LF 8"PVC @ 0.60% 2735 2730 U
SSMH-29-48" DIA. 0.60°k 2730 0
STA=329-48 4 189.31 LF 8"PVC @
RIM = 2744.16 237.50 LF 8"PVC @ 0.40% SSMH-36-48"DIA. z
8"INV OUT= 2735.81 (SW) STA= 14+34.83 z
nO�Up
SSMH-35-48"DIA. RIM = 2740.11 � 0 z Z O LL W
STA= 12+41.50 8"INV OUT= 2729.93(W) Z w w w m
SSMH-20-48"DIA. z z> a x
STA= 15+35.85 RIM = 2739.131 oG o O N o
2730 2730 2725 RIM = 2738.08 8"INV IN =2728.80(E) 2725 Q W -m�o>
8"INV IN =2727.75(S) 8"INV IN =2728.80(S) Z z
8"INV IN =2727.75(E) 8"INV OUT= 2728.70(W) F3 � o N o
P.
8"INV OUT= 2727.65(N)
oo z
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28+50 29+00 30+00 31+00 32+00 32+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 - Q °; J O J Z
-j o Jz�WU
a °O w 2. m
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-
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240:S. AIRMONT AVENUE PROFILE E. HILLSGATE STREET PROFILE - S. SPRINGGATE AVENUE PROFILE > cc C o�-Zs
= 'm>(,U)
Oy w Z.� ZZZWW
2750 2750 2750 2750 _ L6 a33 >o o=
Ju Cp O 3 ZUJOZ
d OT d J Z
z�Or
V 0_0 0
L/
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N 2_z Qf
0?Oma
2745 2745 2745 2745
z
PROPOSED FINISHED GRADE PROPOSED FINISHED GRADE O
EXISTING GROUND EXISTING GROUND -
- - - - - - - - - - - - - U)
2740 - - - - - - - - - - - - - - - 2740 2740 - - - - - - - - - - - 2740
- - > W
C)
TU
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2735 2735 2735 2735
W
N Lu
N Z W
Q U)
0
W
Cr
Lu z
cn 2730 307.88 LF 8"PVC @ 0.60% 2730 2730
w SSMH137-488" DIA. 23.53 LF 8"PVC @ 0.40% ° 2730
Y 251.48 LF 8 PVC @ 0.60/°
N 2�7
SSMH-35-48"DIA. RIM V 2740.48 ( ) 24.31 LF 8"PVC @ 0.40% °
c 8"INV OUT= 2730.63 N
x STA= 12+41.50 251.48 LF 8 PVC @ 0.40% SSMH-34-48" DIA. Lu
�, RIM = 17+01.
L-i A-
o RIM = 2739.13 130.85 LF 8"PVC @ 0.40% 8T NV OUT 012628 97 (N)
2725 8"INV IN =2728.80(E) 2725 2725 2725
Z 8"INV IN =2728.80(S) SSMH-30-48"DIA.SSMH-31 -48"DIA. SSMH-32-48"DIA.
Ly 8"INV OUT= 2728.70(W) SSMH-16-48"DIA. STA= 11+34.85 STA= 11+63.15 STA= 11+90.67
STA= 11+90.50 RIM =2739.28 RIM = 2739.47 RIM =2739.59
M RIM = 2738.70 8"INV IN =2725.95(SE)8"INV IN = 2726.15(S) 8"INV IN = 2726.35(S) //�►
g 8"INV IN =2725.33(W) 8"INV OUT= 2725.85(V8"INV OUT=2726.05(NV18,,INV OUT=2726.25(N)
8"INV IN =2725.33(E)
DATE ISSUED 06/14/2024
8"INV OUT= 2725.23(N)
PROJECT NO. 240319
W 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
of
DWG.FILE 240319-P-ENGR.dwg
co 0
50 25 0 50 100 SCALE AS SHOWN
Z
HORIZONTAL SCALE IN FEET DRAWN BY KDH
5 2.5 0 5 10 CHECKED BY BPT
M
O
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0
cn
W
w
SHEET 05 OF 07
U
J E
J z o
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Lu
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o V CO N
240 E. BLUEBELL STREET PROFILE S. GLENMOUNT WAY PROFILE }. CD M
2750 2750 2750 2750 ¢ °O c°
Lou' - o@
Q L m 0 0
� L _
Ozrn
= o
2745 2745 2745 2745 p "'
PROPOSED FINISHED GRADE PROPOSED FINISHED GRADE
EXISTING GROUND EXISTING GROUND
2740 0
2740 } cn �
2740 2740 J > co
W a ¢ co1n o
a J z w ) N
OJ � cc") D7
J C) a °C = o
W > JU- wN
W LU o � mz@
2735 2735 2735 2735 z N = -
Q O W J
U Q
7T�
w
321.12 LF 8"PVC @ 0.60%
SSMH-39-48" DIA.
2730 335.88 LF 8"PVC @ 0.40% STA = 16+65.00 43.08 LF 8"PVC @ 0.40%
8I'NV OUT2=22732.65(W) 2730 2730 323.83 LF 8"PVC @ 0.60%
SSMH-38-48"DIA. 2730
STA= 13+39.88
SSMH-21 -48"DIA. RIM = 2740.88 144.94 LF 8"PVC @ 0.40% STA= 15+23.84 J o 0
RIM = 2742.02 _
8"INV IN =2730.72(E) J o N
STA= 18+97.49 8"INV OUT= 2730.32(N) �
RIM = 2739.53 8"INV OUT= 2730.62(W) SSMH-40-48" DIA. SSMH-41 -48"DIA. LL' c" 2 o
8"INV IN =2729.28(S) SSMH-11 -48"DIA. STA= 11+48.94 STA= 11+96.02 W z "' m v >
2725 8"INV IN =2729.28(E) 2725 2725 STA= 21+13.05 RIM = 2740.96 RIM = 2740.74 2725 W O � > o c
RIM = 2740.67 8"INV IN = 2728.10(S)-8"INV IN =2728.38 S F = a o
8"INV OUT= 2729.18(N) 8"INV IN =2727.42(SE) 8"INV OUT=2728.00(NE8"INV OUT= 2728.28(N) Z ~ Y o �
8"INV IN =2727.42(SW) O w Q w ui 9
8"INV OUT= 2727.32(NW) z z m 0- C/D z c
Z Lu o
W cy') � J
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9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50
E. CRIMSON CLOVER DRIVE PROFILE E. CRIMSON CLOVER DRIVE PROFILE
2750 2750 2750 2750 �pNAL R��
�I 1�0&2
PROPOSED FINISHED GRADE - -EXISTING GROUND PROPOSED FINISHED GRADE
�11,412 �o
2745 2745 2745 - - - - 2745
- - - - - - - - - _ - _ _ - - - - - - - - - EXISTING GROUND � �EoFZ��o��
- - - - IN P.
2740 2740 2740 2740
m
w
W �
W
_ co
H z
O
2735 2735 2735 H 2735
= w
72.88 LF 8"PVC @ 0.40%
242.14 LF 8"PVC @ 0.40% W z
W LD
402.02 LF 8"PVC @ 0.60% 132.88 LF 8"PVC @ 0.40% . a
SSMH-43-48"DIA. 94.10 LF 8'PVC @ 0.40% 0 114.38 LF 8"PVC @ 0.40�° SSMH-48-48" DIA. SSMH-49-48"DIA.
STA= 14+06.02 93.98 LF 8"PVC @ 0.40% ° SSMH-47-48" DIA.11 STA=2742.4 45 STA= 17 2.85 w
RIM = 2742.48 RIM = 2742.85 0
2730 RIM = 2744.23 2730 2730 SSMH-46-48" DIA. STA= 14+51.31 8"INV IN = 2733.09(E) 8"INV IN =2733.48(E) 2730
8"INV OUT= 2732.29(NE) SSMH-45-48"DIA. STA= 13+14.44 RIM = 2743.01 8"INV OUT=2732.99(NW) 8"INV OUT= 2733.38( z
SSMH-44-48" DIA. STA= 11+96.07 RIM =2743.70 8"INV IN = 2732.02(SE)
SSMH-15-48"DIA. SSMH-15-48"DIA. STA= 10+97.96 RIM = 2743.91 8"INV IN = 2731.39(E) 8"INV OUT=2731.92(W) 0. U o
rr1 0 zOLLF
TA= 2742.94 9 RIM = 2743.40 8"INV IN = 2730.83(E) 8"INV OUT=2731.29(W) �./J Z F w W w m
+ RIM = 2742.94 27 8"INV IN T 2730.35(E) z p� o>o�No
RIM = 2742.94 8"INV IN =2729.88(SW) 8��INV OUT=2730.25(SW) 8"INV IN = 2730.83(N) W U���
8"INV IN = 2729.88(SW) 8"INV OUT= 2730.73(W)
8"INV IN = 2729.88(NE) 8"INV IN =2729.88(NE) �_ W W
2725 8"INV OUT= 2729.78(NW) 2725 2725 8"INV OUT= 2729.78(NW) 2725
LLI J m z o J
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2750 2750 240319-AL-SS-LINE 12 PROFILE o w 6icl ;z zZZLLw
2750 2750 2C w� O 5 Z0JzZ
li �r d J z,
v�mU�
0 N Eio
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PROPOSED FINISHED GRADE NZzoQf
2745 EXISTING GROUND 2745
PROPOSED FINISHED GRADE z
- - - -- - - - - - - - - - _ 2745 - - _ - - - - - - - - - - - - �EXISTINGGROUND 2745 O
2740 2740 C/)
2740 2740 wL
� J_
L
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W
IY O
F FT
2735 H 2735 D Lu
295.06 LF 8"PVC @ 0.40% ¢ W
= SSMH-52-48"DIA. 2735 2735 z w
SSMH-50-48"DIA. SSMH-51 -48" DIA. STA=22+11.65 Q U)
STA=21+35.471 RIM = 2743.61 z 0
W W STA= 20+73.38 RIM = 2743.92 8"INV OUT=2735.52(S) °
RIM =2744.20 186.55 LF I PVC @ 0.60%
H 8"INV IN = 2735.09(N) 2 z
cc
8"INV IN =2734.76(NE) 8"INV OUT= 2734.99(SW) 199.76 LF 8"PVC @ 0.40%
8"INV OUT= 2734.66(W; ° SSMH-55-48 DIA.
3 2730 2730 60.51 LF 8 PVC @ 0.40% STA= 14+58.81
w 2730 SAMH12+688" DIA. 8I'NV OUT0=72733.19(S) 2730 w
W _ STA MH10364.51,DIA. J
SSMH-45-48"DIA. RIM = 2742.43Lu
STA= 11+96.07 RIM =2743.90 8"INV IN =2732.07(N)
RIM =2743.91 8"INV IN = 2731.17(N) 8"INV IN =2732.07(E)
8"INV IN =2730.83(E)N g INV OUT=2731.07(S) 8"INV OUT= 2731.97(S)
2725 2725- 8"INV OUT 2730.73(W)
2725 2725
M
g
DATE ISSUED 06/14/2024
PROJECT NO. 240319
J
W
18+00 19+00 20+00 21+00 22+00 22+50 DWG.FILE 240319-P-ENGR.dwg
9+50 10+00 11+00 12+00 13+00 14+00 15+00 50 25 0 50 100 SCALE AS SHOWN
Z
HORIZONTAL SCALE IN FEET DRAWN BY KDH
5 2.5 0 5 10 CHECKED BY BPT
M
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0
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W
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SHEET 06 OF 07
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E. SUMMA STREET PROFILE E. AMBERVALE STREET PROFILE - S. MOUNTAINAIR AVENUE PROFILE }. cD M
2750 - 2750 2750 - - - 2750 L o o@)
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co ¢ L m 0
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2745 2745 2745 2745 p "'
PROPOSED FINISHED GRADE -
PROPOSED FINISHED GRADE - - - - - _ - - - _ EXISTING GROUND
EXISTING GROUND - - -
E
2740 2740- -2740 2740-
w u.i Q
Lu ¢ ¢ cDL o
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250.24 LF 8"PVC @ 0.60�° H > LU
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2735
296.00 LF 8"PVC @ 0.40% SSMH-58-48" DIA�35 2735 2735 W
STA= 18+54.24 H 0 0 a Q
296.00 LF 8"PVC @ 0.40% 57-SSMH- 48"DIA. RIM = 2742.56 J
STA- 1 4 0 8"INV OUT=2736.14(W) W w
SSMH-56-48"DIA. RIM = 2741.36 N
STA= 13+00.00 8"INV IN =2734.64(E)
2730S A= 12+688"DIA. 8I NV IN =2741.35
2733.35(E) 8"INV OUT= 2734.54(W) 2730 2730 2730
RIM =2742.43 8"INV OUT= 2733.25(W) U o
8"INV IN =2732.07(N)
8"INV IN =2732.07(E)
8"INV OUT= 2731.97(S) 210.28 LF 8"PVC @ 0.40%
168.00 LF 8"PVC @ 0.40% "' `" 0
Ly
SSMH-64-48" DIA. Lu z cn cn m
STA= 13+86.27 p ¢ o O° 00 0
2725 2725 2725 SSMH-60-48"DIA. 2725 LLI > o
STA= 11+72.00 RIM = 2742.51 Z � O m = �.E
SSMH-59-48"DIA. 8"INV IN = 2727.44(N) Q Q o _
STA= 10+00.00 RIM =2743.37 > Y o N -!
8"INV IN =2726.50(N) 8"INV OUT= 2727.34(S) (' O zcc:
RIM =2743.75 Z w Q u� ui U
Z pp 0- cn z c
8"INV IN =2725.73(W) 8"INV OUT= 2726.40(E) z z ,,; o o
ALIGNMENT E
- . CL UD R FT .8 FILE INV IN =2725.73(S)
8"INV OUT= 2725.63(N) j
U T w
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+75 9+75 10+00 11+00 12+00 13+00 14+00 14+50
E. AMBERVALE STREET PROFILE - S. MOUNTAINAIR AVENUE PROFILE 240319-AL-SS-LINE 15 PROFILE
2745 2745 2745 2745 ���pNAL
PROPOSED FINISHED GRADE
CZST.& f
EXISTING GROUND _ PROPOSED FINISHED GRADE 4�
- - - - - - - - -
EXISTING GROUND - - - - - - - - - - - - - I 0 62
- - - -
2740 2740 2740 2740
OF Z� Q
IN P.`S�'O
2735 2735 2735 2735
m
w
H
335.48 LF 8"PVC @ 0.40%
W
SSCO-64-8" DIA.
W co
= STA = 15+87.14 332.27 LF 8"PVC @ 0.40% o
2730 H 2730 2730 RIM = 2740.76 2730
y 8"INV OUT=2732.52 (E) SSMH-63-48"DIA.
_ 114.15 LF 8"PVC @ 0.40% STA= 16+72.85 332.59 LF 8"PVC @ 0.40%
1-35.00 LF 8"PVC @ 0.40% w
W SSCO-66-8" DIA. 8I'NV IN7412731.18(W) zo
W STA= -66- 76 8"INV OUT 2 2731.08E SSMH 3 - .58 DIA.
STA= 13+36.58 �
( ) RIM = 2740.49 SSMH-61 -48"DIA. a
8"INV IN = 2729.75(W) STA= 15+85.28
H - - RIM = 2742.39 8"INV OUT=2729.65(E) RIM = 2741.92 w
STA= 15+85.28 8"INV OUT= 2728.78(S)
RIM = 2741.92
2725 8"INV IN = 2728.32(N) 2725 2725 8"INV IN =2728.32(N)2725
8"INV IN =2728.32(W) z
8"INV OUT=2728.22(S) 8"INV OUT= 2728.22(S)
^ cn in ci
'
c..// zZOLLW
z Z �wwwm
z>_LLx
O � OOw np
W Uco,��
2720 2720 2720 2720
W �WZOJ
Z LL:1o��
z co ' pQFN
W oo ZQOZD
or.
CD �ULLzz
J w Z a: 0.0; o oLL� Q
ai r cn
z m 0
V o x0Qwz
�Q�OZ
14+50 15+00 16+00 17+00 17+50 20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75 G > y a z N?LL
z P5 O
W m °Ow- z>O�z
S. BARCHETTA AVENUE PROFILE W a N= >�,N
2750 2750 p w z ZZ z Z LL Z
w
a .- >p0=
w� o 0JzZ li �r d J
Z Z>Ur
>0ULO ~r
v�mV�
NLL'}LLLL'
o0J00
\ O_Oma
PROPOSED FINISHED GRADE
2745 EXISTING GROUND 2745
1 /- - - - - - - - - - - - i■
2740 2740
un
Q w
J_
CD
O OC
_ a-
2735 2735 0
N
N Z w
Q c/)
Q
o Lu Z
3 2730 2730 w/ w
W
cn 269.57 LF
SSCO-73-8"DIA. 267.90 LF 8"PVC °
STA= 20+73.26 @ 0.40% 260.74 LF 8"PVC @ 0.40%
RIM =2745.92
2725
Z 2725 8 INV OUT= 2727.98(N) S AMH186014 6 DIA. 262.39 LF 8"PVC @ 0.40�RIM = 2744.84 SSMH-59-48"DIA. °
8"INV IN =2726.90(S) STA= 10+00.00" SSMH-65-48" DIA.= 27
8 INV OUT= 2726.80(N) RIM =2 STA= 12+64.72 SSCO-70-8" DIA.
>_ 8"INV IN = 2725.73(W) STA= 10+00.00 DATE ISSUED 06/14/2024
_ RIM = 2743.39
8"INV OUT 272725 6(3(N) 8"INV IN = 2723.43(S)
x 8"INV IN = 2724.59(S) RIM = 2742.33
8"INV OUT= 2724.49(N) PROJECT NO. 240319
J
W
of
21 -50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 DWG.FILE 240319-P-ENGR.dwg
O
0
co 50 25 0 50 100 SCALE AS SHOWN
Z
HORIZONTAL SCALE IN FEET DRAWN BY KDH
5 2.5 0 5 10 CHECKED BY BPT
M
O
VERTICAL SCALE IN FEETcn
PEm07
0
w
w
SHEET 07 OF 07