HomeMy WebLinkAboutPublic Utility Plan for Pre Plat U
J E
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
IDAHO � � � vo
u.I c!) .. E
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.
0
I I
w �
06 05 1/4 CORNER"NO.20211 PROJECT SITE J > co
1/4 CORNER CP&F N0.2021175706 PROPOSEE�Z'QL<REfw -R�aSUMMERLIN SUBDIVISION a J z w o M
LLJ
STANDARD LEGEND E CE. SLIME N; "L2 ,41ti-N: sT. O L > m
STREET PLAN X X x E.AMBE ti'v -¢oA�" J J LQi oN `�
E. HILL•'. T�!� ;,�,��^ry� O ¢ oc o ao 0
'�'��'� .AMBER ALE ST. v w ..�
x E. BLI e91 .:�� w
BOUNDARY LINE 4jY,,, / aw S. PIPL> z c\I o z
o -
RIGHT-OF-WAY LINE Ca aC7 ~--�m E. HI o� a
/pS ." J
10+00 ss ss a`�Ln,,;� ��� w
-�5172
� CENTERLINE AND STATIONING � u-T-ado
PROPERTY LOT LINE Ilk
PROPERTY SETBACK LINE x
EP PROPOSED EDGE OF PAVEMENT x _1 E. AALIGN
x
EG PROPOSED EDGE OF GRAVEL y CIYIL INNOVATIONS
PROPOSED VERTICAL CURB PROPOSED HADLER SUBDIVISION X X NORTH J CD 0
CID
PROPOSED ROLLED CURB cn w N 2 o
E.CAVALLI LANE (PRIVATE) W Z c; m v
00
PROPOSED REVERSED VERTICAL CURB
OQo °° � o
PROPOSED CURB TRANSITION SECTION `'�' ® Z Q = m a o
PROPOSED DITCH LINE > Y fm �I
0 OLu< u-iLu@)
3145 PROPOSED 5'CONTOUR SS SS VICINITY MAP Z z m 0- � z c
w O o 0
3140 PROPOSED 1'CONTOUR
NOT TO SCALE
DRAINAGE SWALE x SS RESCUE RANCH > o
_77- PROPOSED STREET SIGN SUBDIVISION
U w
SHEET INDEX
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
1C Pi SUBDIVISION 11
STREET AND STORM DRAIN PLAN _ FG - - -E.CLOUDCROF. ST., - - - _ - 10 02 F 07 PE.02 PRELIMINARY ENGINEERING PLAN
. I
S �E. SUMMERLIN DRIVE- - P7 03 OF 07 PE.03 PRELIMINARY ENGINEERING PLANS
ATTACHED 30C
P 9 04 OF 07 PE 04 PRELIMINARY ENGINEERING SEWER PROFILES `
PROPOSED PEDESTRIAN RAMP WITH 1C w 1C 1C 29 1 62
0
_ 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
I
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
z : 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 SIN P•`�
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
x
® PROPOSED DROP INLET -23
13 2 3 4 5 6 7 9 10 \ 7 Q m
SD PROPOSED STORM DRAIN LINE AND MANHOLE 9 33 8 9 22 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 z 2 w
SD EXISTING STORM DRAIN LINE AND MANHOLE 14 1C 8C 11C 10 21
DOG 32 31 C t 10 11 20 1 C W o
SEWER PLAN 15 19 18 17 16 15 14 PARK 13 12 11 12 1C 0) >
30 \ 13 19 Q z I I o
16 12 32 31 E.AMBERVALE S 1.H o
Sc SERVICE CONNECTION i 30 29 28 27 11C W cn
Q 17 18 2
SL SERVICE LENGTH - E.AMBERVALE STREET - 13 29 6 25 xLu
o TOT LOT 5 16 DOG PARK 24 V
OW o o
SI SERVICE INVERT ELEVATION 18 1C 1C 14 28 POOL HOUSE® ` 17C Q zpi o
10 PROPOSED SANITARY SEWER LINE,MANHOLE, w 20 2 20 2 ? FACILITIES V 80 pp a
SS- �O SERVICE LINE AND STATIONING,AND CLEAN OUT O 19 > 19 3 19 3 Z 15 27
Q ' Z ' W > ` 22 21 20 19 18 79 c�
SS EXISTING SEWER LINE AND MANHOLE 2p H 18 4 j 18 4 > v Q.Q' ' ' a 61 LL
H Q ' Q 16 26 V < 4 / 60 62 78
y O 17 5 17 5 w " Z : �Py p0 41 59 63 0
GRAVITY IRRIGATION PLAN V 1C 21 w z „ Q 17 25 ���� ' y 40 58 64 \ - _ _ _ 77 1C Z
16 6 0 16 6 (9 ; O . G�00 1 C ` S.
OJ 22 d V' Z ' Q` 4 , / \ i 39 — — EG :� zwoL)ci
z 98 44 V 57C 65 74C 76 O z w
�GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX Vj 15 7 _ 15 7 _ w �, �`` Z amw"Lu-
23 14 8 14 8 a ' 19 23 0 1 56 - 75 OG o o w u,o
�GIRR EXISTING GRAVITY IRRGATION LINE AND BOX rn ; U) (�,Q` 37 _ ` 67 68 69 70 71 72 W o W��a
3 9 13 9 \ Z=�
24 � � C -
Li�OFH
12 10 12 10 i �.,: it Z co co,CIO
rN
PRESSURE IRRIGATION PLAN 25 20 21C 22 \ , 35 / \ \ :;; - inl \ Q w §i
PROPOSED PRESSURE IRRIGATION LINE,VALVE 11C 11C 54 - - 73C IIIII II W °° zZ�wN
34 - II o ¢
PIRR 26 / \ EG \ O J L a z z
AND CONCRETE THRUST BLOCK - - -E. BLUEBELL STREET- - - :' Q EG _ W a
33 /.• 53 w / o\ `11111/ll v, �a.00
P I R R EXISTING PRESSURE IRRIGATION LINE 27 ,1C / - \ �'', z m �,ZZ�>
28 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1.16 _17 18 19 20 21 22 pOQI'� ` 52 / O
WATER PLAN . Q �>O�z—
H
P 3 >oo E
P51 aw—
EL
f /
W PROPOSED WATER LINE,VALVE,BLOW-OFF AND 29 ` OQ�J // \ FG W m o z>o�z
i o >¢—u,
CONCRETE THRUST BLOCK 30 Q� J�,Q' S0 / // \ \ a N o >oo=
EXISTING WATER LINE AND VALVE 1C O" 49 cL LL pu,z
\ / / 0 z Zzz�w
PROPOSED DOUBLE WATER METER SERVICE LINE 0� 9C / / � o = zo-oZ
ED PROPOSED SINGLE WATER METER SERVICE LINE 31 23 32 �y a 48 / d T a >o�o�
z
GQ� / I� �Q X
NQ'}LLd'
EXISTING DOUBLE WATER METER SERVICE LINE 24 31 / / �MM23:
o?o�a
G EXISTING SINGLE WATER METER SERVICE LINE 32 25 47 / `/ Uzoof
PROPOSED FIRE HYDRANT 33 \ 26 30
$ � EXISTING FIRE HYDRANT 34 \ 27 28 29 / 45 /
TOPOGRAPHY 36
EXISTING BOUNDARY LINE 37 43 /
EXISTING RIGHT-OF-WAY LINE \0e �.; 38 42
EXISTING PROPERTY LOT LINE \ `"`�= 39 40 41 /
EP EXISTING EDGE OF PAVEMENT \ Q z
EG EXISTING EDGE OF GRAVEL
EXISTING VERTICAL CURB \ \. z
EXISTING ROLLED CURB \ c 0
Lu
- - -3145- - - EXISTING 5'CONTOUR \ \ T0B U) z z
o -----3140----- EXISTING 1'CONTOUR p C3
W TOB TOP OF BANK z w
o W
Q
z_
TOE BOTTOM OF BANK 2i
g x x EXISTING FENCE LINE J
w OHP EXISTING OVERHEAD POWER LINE w
N FO EXISTING FIBER OPTIC LINE uj
G EXISTING GAS LINE 06 05
T EXISTING TELEPHONE LINE CP&F NO.2018055172
Z EXISTING BARRICADE 07 08 150 75 0 150 300
Ly
-� EXISTING SIGN
SCALE:1:150
EXISTING LIGHT POLE
f EXISTING POWER OR UTILITY POLE DATE ISSUED 06/14/2024
a EXISTING TELEPHONE RISER
J OO EXISTING CABLE TV RISER PROJECT NO. 240319
of
EXISTING GAS MARKER DWG.FILE 240319-P-ENGR.dwg
Z F0 EXISTING FIBER OPTIC BOX
SCALE AS SHOWN
® EXISTING POWER TRANSFORMER DRAWN BY KDH
m
EXISTING DOMESTIC WATER WELL CHECKED BY BPT
❑® BENCH MARK
cn
w
PEmOl
0
SHEET 01 OF 07
C_')
E
cm, 0
0 C=D g t
0 18.
LLJ w c.0, -2 CDI X X X x x > 8 !Z.,�
SSCO-11 x E
CIVIL INNOV TIONS cc
NORTH
STA:10+00.00 x Pi C-)
< CD u
N TH 2738 Cn Lo
EG EG F(' EG - EG 21 x Cl) 2m Q_
u')
E.CAVALLI LANE(PRIVATE) C:) :5 <
EG EG EG _2739- EG = E)
738 EG 6 7 8 9 10 11 <
2 1 2 3 4 5 Lu
A GI IP QHP RESCUE RANCH
Pi Pi ic Pi Pi 2741 SUBDIVISION
Ll
w 9- w SSCO-64 - - - - - - - - - -
E.SUMMERLIN DRIVE- - SS STA: 15+87-14- 1
STA:11+16.38 SS ___ .4044 SS - E
SSMH-21 SSMH-5 �SSMH-6...I ;SMH-7:::::
uj
STA: 12+42.41- STA:14+84.82 _STA:16 15.03 STA:16+72.85 Lu
L?
EG (SSMH-55 2741 W U
:zc < g 2
STA:17+85.57 ic 29 _j rc,-
0/-/ iSTA: 14+58.81 0 _j Lu C',
27' 2 3 4 5 6 7 8
F: ic Tl ic
PI Pi - Pi - Zc Rj
Pi Pi 28 >
11
n
n L) 3: w
9 p: -
Co < �?>,04 SSMH-9\ -4 m 5
U3 Z STA:18+86.10 2 W. Lu 2r C\I
0 u 27 00 Li
Pi Pi C3 q
8c 7 6 5 4 3 2 2 3 <
w
Lu
10 3 w
5C 6 26
Z 47 46 45 44 43 42 41
Z
LLJ
A 4 25
11 w
SSMH-17\\ ,, - I
F STA: 12+87.22 4 �;51 SEl SIE. HILLSIGATE STREET H- O� 7 ui
�36
SS SS STA:11+34.85
S S M H-18 f1l, 55- SSmH_ SSMH-31 24
STA 13+2u.i _j CZ)
12 TA:11+qb�k STA:11+63.15 w _j CD
p 5 SSMH-54
8 Cj
35 STA: 12+68.2-� I Ss SS 0
H-32 W (1i F--
23
2739 11+90.67 6 LU �2 czt
0
SSMI-1-110 Q CD o
Z [___ -
1344' 2 3 4 5 6 7 9 10 STA.20+74.18 SSMH-1 1 7 _j 00
9 LLJ
33 22 < =
:2o STA:21+13.05 8 2743 > fm C-4 2!
9 2 3 4 5 6 Z
14 21 Lu CD o
10 10 Lu
M 8C
-ic 32
rl
31C
20 0 Lu
15 DOG
Pi 12
11 C, C/) tic
PARK :9, Pi Fl
19 18 17 16 15 14 13 12 / ,, , 13 19 z7aa
16 30
X
SSMH-3 -�740 08 14 18 'U27 32 31 30 29 28 pNAL
STA:15 16.3 3
I I 11 .�, �_, I �,� -- l " .' 1 .1 -.Ill I I,-StMH-36 STA- 11+48.94 S H-13/ SSMH-53- I
L,D 17 w I'F- co STA:14 STA:24+32.80 STA-10+64 51
LL -E.AMBE VALE STREET 13 29
SSMH-20 .40 TOT LOT [DOG PAR
Lj_ STA:15+35.85A SSMH- 1
-1 --+41.50 ic 9r,no 1�0 2
STA:11-
18 217' 28 14 POOL HOUSE
or
20 2 20 2 2741 FACILITIES
SSMH-46,... SS 0 F
0: Lu SSMH-33- STA:13+14.44
19 STA:14+46.16 SMH-47 IN P
LLISMHZ 19 3 15 27 STA:14+51.31
> 19 3 STA:11+96.07
10 Lu > STA:25+ 0.95 7z
77777!
w
W 61
20 18 4 18 4 cnz;) _96 60 62
Z :2 Cnz 16 26
w Lu w
<
> 59
w 41
0 Lu 17 5 17 5
LLJ
Lu
21 Z 58
IL 17 _0 25
0 4 - STA:26+42.09
1 0 0 ic
U)C 6 16 16 6
Z U)
EG
22 Lu 39 57C
L�j n 1 18 24 '05 U)
0 15 7 15 7 U)
/ U) Lu
> 38
Lu
:2 :2
23 7. 1 LD
14 8 14 8
19 23 ♦
37
13 9 13 9 ti
U)
Lu
24 <\\\El 36
20 22 55
27 2744
3 0
:2 12 10 10 z
12
35
25
SSMH-37 ssmn-,34 211 C Cf) 0 C.i Z-0
STA:13+11.87'- :;-c i2 LLi
STA lic STA-17+0163 54
or`- 5: ao�
ti SSMH-42
34 C)
26 iF- /F F_ C. STA: 15+23.84 Lu 0
E. BLUEBELL STREET Lu - 0-
SSMH-4
LqL SSMH-21 SS z FI:A 0 t
STA:19 16.3 33 53 Of _-§i
_E STA:18+97- SSMH-38 <
D
L�j 27 STA:1 + z
STA:16+65.00 oo Z D
0 Lu cn
(Z) Q�azzzo
0
�Ll t
0 C) >-cn
28 2 3 4 5 6 7 8, 9 10 11 12 13 14 15 16 -18- -19--20E:--21- �'i2_ U)
P _17 SSMH-43 H�6:��.0
OH - ;//;STIA' 14+06.02 A 6 0 K
29 p - OH - 19 Lu
MI-1-29 F- >0 3!
- OH 1+ STA-32+06.45 51 z
:33' p, d<
12' F Pi pl 0 R u�
A4 oo.2
M o�:, 2,IF
U) - �,z�f l<
Lu zz C:,
50
0 L6 Lu
0 LLj oz z;z I
SSMH-22 z CLLU
'o
STA:20+52.03 Lu
"i C Akti 49 <
• LL
Zn 0 E o
L 0
31 SSM H-23 23 32
STA:21+32.05
\ 48
24 31
32 47
Ss 25
SSCO-5 Cso
STA:22+12.77 2,-41 33 26 30
46
C.1)
27 29 /i Q ',j /
34 so 0 <
28 SSMH-28
STA:28+35.85 45
Ca (D
,lip 35 CD
•
0 DC
SSMH-24\\ Lu
Lu
36 STA:24+36.8 1 SMH-27 44 <
STA:27+37.23
CD
0 2-1
37 -SSMH-25-
0:� Lu
-SSMH-26.:
STA:25+3
STA:26+37.04 43
<
38 Q�
42 _j
uj
uj
"0& 39
41
40 R>
a
C)
Ly
!S yc \ \ roe / /
'b&
DATE ISSUED 06/14/2024
PROJECT NO. 240319
EG 02)
DWG.FILE 240319-P-ENGR.dwg
TOB EG
SCALE AS SHOWN
DRAWN BY KDH
CHECKED BY BPT
C,
O
80 40 0 80 160
Cn
PEm02
SCALE:1:80
0
W
SHEET 02 OF 07
E
U
J E
d N w o a
LL owC L a�
S RSUBDIVIESCUE SIONH O CD Q op
CD Ro cfl
ooco
ctiz
w¢ o NSSCO-66 > Lu
STA:17+01.76
X X PI I PI tiI PI 3^3 �
NORTH
Ns � zN STA: 10+00.00 Lo
M= oCD
z oJ 44, 12
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 Q w
RESCUE RANCH p
27at - SUBDIVISION 11
\ 10
I
\F SSCO-64 20-1 M _ 19 _ W 18- - -17 _ _ -16- _ E.CLOUDCROFT ST. 14 - - 13 -
G STA: 15+87.14 S SS S9 SS 10 SSMH-61 _ E
2741 SSMH-63 :. .. SSMH-62< STA:15+85.28 ,,,
6 }
P7 G G 30C -- STA:16+72.85 ��,� STA:13+36.58 9 M
W a ¢ mL? o
EG ISSMH-55 2741 ry U m � o to
1C Oy 29 STA:14+58.81 a J w w c, M
N 27- 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 8 _ O m¢ o ao 0
28 38 a J U J 1is
� x N / Q m z cc
W c� o -
xo 7 _ S � Q
\ 2 27 C, 1 C PI PI PI PI 15C PI PI PI 25C o
ct
33 co w
w 3 26 Y I 6
47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 SSMH-65
w STA: 12+64.72
Jyo 4 25 2 W 5
1� N �. a M
C� M SSMH-64
Z•
x
24 r.•;. )JI IF W U 0o
W W W W STA:13+86.27 J o
I
5 �� - SSMH-54 N M 11 _ 12 _ 13 _ 14 _ _1.5 _ i6 _ 17 18 � _ 4 u
STA: 12+68.27 SS SS E.SUMMA ST. �, N M m
P7� 1 55 SS, ���� SS I - - w N o
SSMH-56.::. . ai � ti m
23 : oo SSMH-57,.. SSMH-58\ Z� � �,
6 SS
SSMH-10_ STA:13+00.00 4 3 W O > o 00 0.
STA:16+00.00 STA:18+54.24 a W z Q o m vro' o
1 F0J = �
z
7 0 Z � � YON .>
/STA:20+7. SSMH-11 22 O _ > z m - U
2�'STA:21+13.05 8 2743
a 0 cl-
' ' 9 N 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 2 Z z "-'
m z
SSMH-12 21 j c z Lu o o
Ti-
STA: 10 �'�, zj¢ z�g �ti W J o °' Q
31 C 2> ?\, 11 �� ? ti� v > T
1C U w
.,. 20 ..
12T
PI PI I PI PI PI
13 19 27aa w
\ I '`. >
14 E.AMBERVALE ST. r a
\ 27-- 32 31 30 29 28 0 ANAL
SS 18 11C SSMH 600° �-
r STA: 11
+48 94 \�\ SSMH-13, 15 SSMH-53 38
27 STA:11+72.00 SS 10 x CsZS TES f
2s L) o� 4
o STA:24+32.80 STA:10+64.51 ��R� 25
SSMH-59
16 DOG PARK Y4 STA:10+00.00 m
SSMH-41 0 00 0 00 /
K�
fn �?
STA:11+96.02 00 0 00 \ \ 17C �� W 6
i POOL HOUSE oo /, �S\ �F - -13 - 1 PI PI =
2741 FACILITIES , N _ S 52 Y
N �� . SSMH-46.. \ OF 1�
s � W 2�1 SS 4 N STA:H2+11.65 80 � � ��' Z
00 0 \ �° SSMH-45 v STA:13+14.44 ►.� . �� J`9�Ljj�T `S�O
SSMH-47� 7S
/ ` SSMH-14 STA:11+96.07 23
STA:25+70.95 1�' 2� STA: 14+51.31 -,.
P•
/ SS 22 21 20 19 18 79 a 00
SSMH 44 61 ,rs aa' E5
STA:10+97.96 60 62
OG /' / zg SSMH-51 78
< g 41 59 63 3 S� W . �� STA:21+35.47
z ,��,�y / \ SSMH-15 58 r w. ^ Lu
JQ` / \ / 40 STA:26+42.09 64 SSMH-48, - -18- 19- - - 20 M.. 77 1 C '; o
Q��+GO / 1C \ \\ // Q��/ - STA:16+97.45� SS SS SSMH-50 co
Z " ' / - EG SSMH-49:.: STA:20+73.38 ^„ z
�s ? ,' \ \ /' 39 57C G �B \ �' 65 STA:17+74.33 74C 76
w
y41 / v0 38 66 tiINN 2744 75 O
_ - - _ \
00G� 37 , '/ _ 67 68 69 70 71 72 SSMH-66 � � a
\ \ STA: 18+01.36 �
^' Lu
36 55 -
38' \ ' / 2744 /ry��0 // \ \ \ \'\ / \\ Z
0
zZoLL
/ 54 v FG v _ _ _ - -�y \ P� of 73C � Z Wi U m
' OLu
SSMH-42 \ /' 34 / / \ \ - ti� \ �I z > w-
��, / \ \ �- - EG \ I I I OG oowNo
STA: 15+23.84 O O \ 2746 Q WLLI �"�12
i 33 / 53 Z o~
\ / / \ \ / Z 0Mo o��z�n
O v a z z
J_ Ld
SSMH-43 / / \ G \ C.
z ° 'ZZ~>o
QP g'L STA: 14+06.02 z
`SSM 322906.45 // �O O // \ \ \ " � Z 14 ~ � E a z E II
51 Q� \ \ CD F- w E o >
H Y ao 0 oc>~z0
C�b � / \ T W ¢ cu amov>u,
CLLU
�SSCO-73- IL a Z>o
,T OJ 49 ' Q� / � / \ \ STA:20+73.26 ¢m
N
0 o J 0 o
48 /
47
N / CJ)
46 / // J
Q / / O
SSMH-28 /
STA:28+35.85 45 // m O
LLj
z Lu
N 44 / Q
C/3
p
w / W
W
Z
W /
m
g �
DATE ISSUED 06/14/2024
PROJECT NO. 240319
J
DWG.FILE 240319-P-ENGR.dwg
0
Z
SCALE AS SHOWN
0
DRAWN BY KDH
M
CHECKED BY BPT
M
O
N
80 40 0 80 160cn
PEm03
H
w SCALE:1:80
w
SHEET 03 OF 07
U
J E
J z o
0- C:) ~ o >
w
O ¢ o
S. LOCUST GROVE ROAD PROFILE Lu
O Q ,2 co
c
2745 2745 m
W o
� ocO -
> wo ''' - NUB
- - - - - I�/ > UwN - E
U § C) z o
EXISTING GROUND o z rn CD J
- - - - � - - - - - - - - - - - - - - - - - = c�
o rn
- - - - - - - - - Q w
2740 - - - - - - - - - - - - - - 2740
E
0
� � U
W W C' Q
2735 2735 � > �,, �
Lu ¢ ¢ mom? o
a J z w N,CD M N
0 J :> 00
J O a m m o
W > J � wN
Lu U � O uA
2730 2730 0 z N m z
o -
O °o = J
U Q
Lu
w
294.05
SSCO-5-8"DIA.
2725 396.00
TA= +12.77 2725
RIM =2743.86
396.00 LF 8"PVC @ 0.40% SSMH-4-48" DIA. 8"INV OUT= 2726.91 (N)
STA= 19+16.38
114.05 LF 8"PVC @ 0.40% 0 SSMH-3-48" DIA. RIM =2742.22 0
J o
8"INV IN = 2725.74(S) � � �, m
STA= 15+16.38 8"INV OUT=2725.64(N) vi T � .o
RIM =2740.59 W z c `" m y >
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
H W > � ��
LU
= 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
C �
J w Or
W Qo
� �r rn
�
J w vazz
Q�Woo
Z ; o o
aa�c�Q
}cn
z m o�ZZ�
Q�zo
V o x
J r Q U O Z
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
O
-
- Z�or0
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/
O
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
O
m O cc
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
U VERTICAL SCALE IN FEET PEmO5
0
cn
W
w
SHEET 05 OF 07
U
J E
J z o
D_ C:) ~
w CD
Lu
O ¢ o
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
� o Q
U w
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
F- Z LL�o��
.z co UpQFN
Woo ZQOw-
W HU)
U LL z z
O , LL a J W 0 0
Z ; o oLL�UQ
aira>
zm �ZZ�o
V o =o¢oowzZ
� �Q�
9+50 10+00 11+00 12+00 13+00 14+00 14+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 Z �_ o Z a w
o 0o w LL Zai�LL
O > � Jz�o
� W m °Ow R z>O z
NJ o0 0 oU�zo
E. CRIMSON CLOVER DRIV PROFILE W 0- N= >�N EU.
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
O 0 J�O
PROPOSED FINISHED GRADE NZzoQf
2745 EXISTING GROUND 2745
PROPOSED FINISHED GRADE z
- - - -- - - - - - - - - - _ 2745 - - _ - - - - - - - - - - - - �EXISTINGGROUND 2745 O
2740 2740 C/)
2740 2740 wL
� J_
L
O
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
O
U VERTICAL SCALE IN FEET PE06
0
cn
W
w
SHEET 06 OF 07
U
J E
J z o
D_ C:) ~ o >
w
Lu
O ¢ o
V CO N
E. SUMMA STREET PROFILE E. AMBERVALE STREET PROFILE - S. MOUNTAINAIR AVENUE PROFILE }. cD M
2750 - 2750 2750 - - - 2750 L o o@)
¢ °O- c°
u'
co ¢ L m 0
co 0
cn
� L _
= o m
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
U
J 'm w M MCID
12
W O = c°
W O J Q m V
= Lu '1 u.iCj
250.24 LF 8"PVC @ 0.60�° H > LU
o m o
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