PZ - Utility Plans LAVENDER HEIGHTS SUBDIVISION
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E. AMITY ROAD
PRELIMINARY ENGINEERING PLAN
MERIDIAN, IDAHO - 2020 0
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2' 21' 12' 21' 2' DWG FILE PE.100
2' 36.00' 2' 33'
DESIGNED BY BT
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SHEET 1 OF 8
DACivil Innovations Projects\2019\1 9-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY ENGINEERING-STREET PLAN.dwg
S.BLOOMERANG AVE.-PROFILE
2770 2770
PVI STA:13+50.71
PVI ELEV:2757.65
K:15.21 z w
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LVC:70.00 d wcc CD w
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PVI STA:11+23.34 T
p PVI ELEV:2746.23 ° W w W Z w 00
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2755 HORIZONTAL SCALE IN FEET
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S. MUNSTEAD AVE._E. PHENOMENAL ST.-PROFILE
2775 2775 T�'�� l
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PVI STA:10+74.50 PVI STA:11+79.50 PVI STA:17+97.25 11 O
PVI ELEV:2758.72 PVI ELEV:2756.19 PVI ELEV:2758.68
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2770 F-: LVC:60.00 LVC:60.00 LVC:60.00 2770 1
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9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
S.SACHET AVE._E. BRACE ST.-PROFILE-STA 9+50.00 TO STA 21+00.00 = w
2775 2775 w
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PVI STA:11+88.00 p ~
PVI ELEV:2761.04 III
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ISSUE DATE 01/23/20
v Nr CV) uaL, rL,., r� mr rp mr rN Lnp mC om MLA, mti a)� rp aL,., r- am N � ua� HORIZ.SCALE AS SHOWN
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N CV N N N N N N N N N N N N N N N I 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
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 PEA 01
SHEET 2 OF 8
D:\Civil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY ENGINEERING-STREET PROFILES.dwg
E.BRACE ST.-S.PROVENCALE AVE.-E.MAINACHT ST.-PROFILE-STA 21+00.00 TO STA 32+50.00
2775 2775
PVI STA:23+24.00
PVI ELEV:2759.41
K:38.78 Uj Cj
2770 LVC:60.00 z Y w _a 2770
o N HIGH PT. o r o a w w
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21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
PVI STA:11+56.05 E. HIDCOTE ST.-S. MECHTA AVE.-E.VALENSOLE ST.- PROFILE - STA 9+50.00 TO STA 24+50.00 ����CXSTE�� �l
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1 SHEET 3 OF 8
DACivil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY ENGINEERING-STREET PROFILES.dwg
2765 E. BRACE DR.- PROFILE-STA 39+00.00 TO STA 45+00.00 PVI STA:43+45.10 2765
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ISSUE DATE 01/23/20
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9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PEA 03
SHEET 4 OF 8
D:\Civil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY ENGINEERING-STREET PROFILES.dwg
LAVENDER HEIGHTS SUBDIVISION
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MERIDIAN, IDAHO - 2020 0
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\ \ 4n BLOCK 3 \ - \ 10 SSMH 11 / / \
z 1. 5,000 SF 5,000 SF \ � \ / PROPOSED VERTICAL CURB "' z z
♦ °°° \ \ o ,, _ �� . °: ' rq \ 5,741 SF g,086 SF \ BLOCK 4 / I. / / / SD EXISTING STORM DRAIN LINE AND MANHOLE o
SSMH 21 / _ 48 / PROPOSED ROLLED CURB
° \ \ vi \ _13 12 11 10 9 \ `„ r3, 9 ` \\ AP ° PROPOSED VERTICAL TO ROLLED CURB z = " cn
\ POOL ,'. 44� 46 - \ ��so,733sF�\ / / / WATER LEGEND o o 2 z
6,375 SF 5,325 SF 6,390 SF 5,325 SF 21,404 SF 6,150 SF 6,150 SF 1 3 47 / / EXISTING VERTICAL CURB o o z
P \ ss 3,033 SF ; I TRANSITION SECTION o
\ r2, / \ Li
\ _ 3,343 SF �' T _-SSMH 13 / ,883 SF/ / / �W PROPOSED WATER LINE AND VALVE o w
\ - 45 2 ss ,rr\ SSMH 12 fl ° / / I EXISTING ROLLED CURB -� W EXISTING WATER LINE AND VALVE z °C cwi� c�
v �a BLOCK 1 \ E. PHENOMENAL ST. \I'_ / 45 °C z oc
°° \ 4,038 SF 3 v 14,189 SF - o U)
00 \ 5 �' w N 2,775 SF 4,000 SF 4 2760 s \\ - ° I -2645- - EXISTING 5'CONTOUR PROPOSED DOUBLE WATER METER SERVICE LINE = w o 0
35,851 SF 31 30_ _ + _29 _ -28 27 _ 26 - w _ 25 4,000SF \ Ifjj)CO / U z
1 \ - - 5 E, ro fl 1 / o U,
ss S' ss ss o 6 --- 2644 --- EXISTING 1'CONTOUR m w
ss ss 4,000 SF 7 E$r N PROPOSED SINGLE WATER METER SERVICE LINE o w
'RR 4,000 SF 8 BLOCK 6 r SSMH 14 z m
\ I m 4,000 SF 9 6 - - - - DRAINAGE SWALE EXISTING DOUBLE WATER METER SERVICE LINE a z\ _ \ 4,000 SF 11
_=�7 P 4,000 SF 44 - -� PROPOSED STREET SIGN °C
SSMH 9 / ��ii��- ( - _ _R9 \ R ,10 4,000 I 1� 9,084 SF I LL.I a o
/ i �/l -SSMH 8� EXISTING SINGLE WATER METER SERVICE LINE o
2,0- SF 12 I J EXISTING STREET SIGN PROPOSED FIRE HYDRANT w CO
4,000 SF 13 " � SSMH 15 I PROPOSED STREET LIGHT EXISTING FIRE HYDRANT
z
o o 4 \ I (� SSMH 38 3,778 SF 2 PRR �Er- 4,000 SF 14 _ `p
\ o L E 4,001 SF 3 4,000 SF 15> 16
7,824 SF 3\ 2y 6 7, 8 p 9 1 O X� - 4,000 SF _ 19 I EXISTING STREET LIGHT
9,602 SF 3,899 SF 9,306 SF 8,872 SF 8,851 SF 8,830 SF 91326 SF r SSMH 20° /4,000 SF- 4 ec PRq\ _ P R 4,000 SF/17 ' 676 43
5,, 4,000 SFr 18 7,804 SF I
\ � Z SSMH 19 4,000sF SEWER LEGEND
- 4,000 SF` 6 BLOCK 5 \�/ 4,000 SF
4,000 SF 7 -$ RR PIRR _
RR / \ SSMH 39 2� 4,000 SF 4,000 SF 9` 10 9 / PROPOSED PEDESTRIAN RAMP 10
o DETACHED
� / 4,000 SF � � "/ I WITH DETACHED SIDEWALK �SS PROPOSED SEWER LINE AND STATION
S 2,000 SF 11 /
_ RR PIR 26E V , L �I PAR j 42 ATTACHED SS PROPOSED SANITARY SEWER LINE AND MANHOLE
5,101 SF� \ ^. s • . a�ENS S • 4,000 SF 4,00 SF 13 // � .� Q �8,858 SF I
i )
25 ��E r '14 '4DETACHED ��SS PROPOSED SANITARY SEWER LINE AND SERVICE O
5 \ \ \ s 4,000 SF 4,000 SF 151 - ~ I PROPOSED PEDESTRIAN RAMP
3 086 SF \ i 4 15 - ss \2Q 4,000 SF4,00 SF i7 y \ N DETACHED WITH ATTACHED SIDEWALK = SS== EXISTING SEWER LINE AND MANHOLE
-4,298 SF \ - 18 ,� SS EXISTING SEWER LINE AND SERVICE
/ I 4,000 SF 41 \
4,125 SF 18 a' 23 2,676 SN, y 10,103 SF
UNPLATTED \ �'° _ 12 ` r - 4,125 SF 19-°/ ���\ s \ - -
\\�' � 1 13 �� \SSMH 18 �22 I �• �i � . ,� PROPOSED CONCRETE VALLEY GUTTER �
1811
5,804 SF' 4,125
✓ 5,751 SF 161w- �22,\ GIRRIGATION _ Q
GRAVITY LEGEND
_� -- - \ 4,125 SF r �
\ \ �� o 5,625 SF` =17 / / \ 4,125 SF / GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX
�, / \ \ \\ 26 SSMH 16 40 \ / �� o�
{ \
5,625 SF -20-- / u I \ ;IF F - EXISTING GRAVITY IRRIGATION LINE w
241125 SF 27 13,306 SF
�-2750 y \ _\ \ \ 5,625 SF= \ 21 ))II I� 4,125 SF / \
24� 1 - I PRESSURE IRRIGATION LEGEND
�� W I Sao aT F° P�R / 5,625 SF' 30 ° o \ cry
to \� o� \ \4\ =�\ ,l 4,125SF 31 390 y O
- -1625SF� 25\ 4,125SF 2,821 SF o p I z
75,082 SF, ; _ - PRR / 5,625 SF _ PIRR- PROPOSED PRESSURE IRRIGATION LINE AND VALVE _
3 S� - I �0 00 ° \ 6U'f�= 28 4,073 SF SSMH 17 r\ I C4 Q Q
I SSMH 40 °°o R _AS ,UE 29 I a1 -�� PIRR EXISTING PRESSURE IRRIGATION LINE,SERVICE LINE �/�
5,625 SF
\ _ o ° ° NT FqR �°��_�-P 5,625 SF_ 32 o 35 AND VALVE z z
All \ -^ o0 3 °h� \�� ERq� _ \ 5,625 SF 33 3,037 SF 36 Q w
rn I \ _ / /22,126 SF �� moo o - `\°�� Nt SS 5,764 SF 9,432 SF \ 0 w
I �UIT��E W1LTI-FA IXY l .. E_ I ��°EP°o o �,� - - 37 BLOCK4 z_
I 2�5 Q I _11 2 \ \u ,-• c r PRESSURE IRRIGATION�� h \ 9,913 SF 38 w CD
\ / - -- \ o o PUMP STATION _ \ 18,122 SF z
I I \ 112,188 SF �R I I \ o ` � �� \ 2�5 LU
0.��P' 4� � w
z
31,744SF I ��o ° �\ \� \�\�\�� LU
-roe - �cE - EP-- - -woe -=�-roe_
__ -
- - - - w - w - - �- - ' - - -- --- - - i
- - - - - - - - - - - - - - ��--_--- - - WOON - - - - - - __ - =r=- ==== - -_ - - - - - - \ - - - - - _ W
- - - - 7.
------- - __ - --
t�T ev- - _ -- -- - p eP OHP -e _--_ee OHP OHP -7 OHP -- 0
- P- - - P E. LAKE HAZEL�RD.
a
CITY OF MERIDIAN PARK SITE
PROJECT N0. 19-0411-LH-
DWG FILE PE.200
Ir
, DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
CIVIL INNOVATIONS
NORTH ISSUE DATE 01/23/20
HORIZ.SCALE AS SHOWN
100 50 0 100 200 VERT.SCALE AS SHOWN
HORIZONTAL SCALE IN FEET PEm200
SHEET 5 OF 8
DACivil Innovations Projects\201 9\1 9-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\1 9-0411-LH-PRELIMINARY ENGINEERING-SEWER PLAN.dwg
8-INCH SEWER PROFILE-E. BRACE DR.
2755 2755
Cj
------2750 --_ -- - 2750 Cj
---- FINISHED GRADE AT MIJ
-
-----_ PIPE CENTERLINE
_ II
Z
' 2745 r V7777 ----------
2745
w 00
O r E
00 C>
50.28 LF 8"PVC N
@ 0.40% Q = �" u)
SSMH 5 284.00 LF 8 PV @ 0.40% 50 25 0 50 100 00 .o
STA= 19+36.92(E/SW) SSMH 4 147.44 LF 8"PVC @ 0.40% m 00
p o0 0
STA= 10+00.00(NW) STA= 16+82.64(E/W) 170.96 LF 8"PVC @ 0.40% HORIZONTAL SCALE IN FEET Q Y - o
RIM = 2749.76 STA= 10+00.00(S) SSMH 3 SSMH 2 64.24PVC @ 0.40% h w -
2740 8"INV IN = 2744.04(SW) RIM =2747.74 STA= 13+94.64(E/W) i 2740 5 2.5 0 5 10 Q U)
8"INV IN = 2744.04(NW) 8 INV IN =2742.93(W) EXISTING GROUND AT STA= 10+00.00(S) STA= 12+43.20 o
�� � �� SSMH 1 z �
RIM = 2747.56 EXIST.SSMH O LLi m o
8"INV OUT=2743.94(E) 8"INV IN =2742.93(S) PIPE CENTERLINE RIM = 2746.86 STA= 10+68.24
8"INV IN =2741.00(W) STA= 10+00.00 VERTICAL SCALE IN FEET co
8"INV OUT= 2742.83E 8"INV IN = 2741.69(W) RIM = 2751.96 Z o
( ) 8"INV IN = 2741.69(S) 8 INV OUT= 2740.90(SE) 8"INV IN = 2740.21 (NW) RIM = 2752.65 r
8"INV OUT=2740.11 (E) 8"INV IN =2739.85(W) Z
8"INV OUT=2741.59(E) 8 INV OUT= 2739.75(E)
2735 2735
20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
8-INCH SEWER PROFILE-S.OSTRUM AVE.
2765 2765
ONAL
EXISTING GROUND AT
PIPE CENTERLINE
OT6
2765 8-INCH SEWER PROFILE - E. PHENOMENAL ST. 2765 2760 ____ -- -------- -
2760 �� //�3��0
---- --- ?� OF Z� Q
EXISTING GROUND AT
PIPE CENTERLINE LU
2760 ___ 2760 2755 --- -__ 2755 0
-----
--- --------- FINISHED GRADE AT
-------------- PIPE CENTERLINE o z
---_ cc o
_ -- __-------- _-- m
-�T
--- z >
z Q o
------ ------- w z
- ------------- � zo z
2755 2755 2750 2750 o
FINISHED GRADE AT z C ' U)
PIPE CENTERLINE
2 0 o z
S o
40.12 LF 8"PVC @ 0.420/oA � = Mfr
} = W v
251.50 LF 8"PVC @ 0.40% 2-1¢ o z N
w C o SSMH 8 259.32 LF 8"PVC @ 0.40% 2745 0 � z
2750 2750 2745
SSMH 10 396.00 LF 8"PVC @ 0 STA=24+99.85(N/W) LU
STA=31+63.85 SSMH 6 -
STA= 10+00.00(S) SSMH 7 z M
STA=22+44.35 SSMH 5 °C
RIM = 2756.79 RIM = 2756.45 STA= 19+81.04
¢ z �
8"INV IN = 2746.56(W) 8"INV IN = 2745.45(S) RIM =2750.31 STA= 19+36.92(E/SW) o
RIM V 2755.42 260.00 LF 8"PVC @ 0.40° 8"INV IN =2746.56(S) STA= 10+00.00(NW) W _
8"INV OUT= 2750.08(E) SSMH 9 8"INV OUT=2745.35(N) 8"INV IN =2744.31 (S)
8"INV OUT=2746.46(N) 8"INV OUT= 2744.21 (NE) RIM =2749.76 z
STA= 27+00.00(N) SSMH 8 8"INV IN = 2744.04(SW) Y740
STA= 00(N) STA= 24+99.85(N/W) 2745 2740 8"INV IN = 2744.04(NW)
2745 RIM = 2758.02= 27STA= 10+00.00(S) 8"INV OUT=2743.94(E)
8"INV IN = 2747.70(N) RIM = 2756.79
8"INV IN =2747.70(W) 8"INV IN = 2746.56(W)
8"INV OUT= 2747.60(E) 8"INV IN = 2746.56(S)
8"INV OUT= 2746.46(N) Z
32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+50 25+50 25+00 24+00 23+00 22+00 21+00 20+00 19+00 O
y
0
8-INCH SEWER PROFILE- E. HIDCOTE ST._S. MECHTA AVE.
8-INCH SEWER PROFILE -S. BALLERINA AVE. � C/)
2765 2765 2765 2765 J
y O o
y
o
EXISTING GROUND AT - w
PIPE CENTERLINE
2760 2760 2760 2760
-- -----------------
--
__-- -- --- ------ ----- - -- W z
----- 1.1.1
-- - ------ FINISHED GRADE AT o`Lc
PIPE CENTERLINE
2755 2755 2755 2755
W
\\ Z
2750 2750 2750 2750 LU
34.89 LF 8"PVC @ 0.40% FINISHED GRADE AT
PIPE CENTERLINE
35.92 LF 8"PVC @ 0.42% 20.93 LF 8"PVC @ 0.43%
209.77 LF 8"PVC @ 0.40%
SSMH 17 2745
2745 SSMH 16 206.49 LF 8"PVC @ 0.40% 2745 2745
STA= 20+78.44 STA=20+39.55 SSMH 15 147.18 LF 8"PVC 0.40%RIM = 2754.99 STA= 18+25.78 SSMH 14 SSMH 13 @ PROJECT N0. 19 0411 LH
RIM = 2755.87 SSMH 12 395.26 LF 8" VC @ 0.40%
8"INV IN = 2746.62(W) g��INV IN = 2746.38(SW) RIM = 2758.14 STA= 17+85.86 STA= 17+60.93 SSMH 12
STA= 15+50.44 SSMH 11
8"INV OUT= 2746.52(NE) 8"INV IN =2745.44(S) RIM = 2758.38 RIM = 2758.48 STA= 15+50.44(N/E) (N/E) STA= 13+99.26 DWG FILE PE.201
8"INV OUT= 2746.28(N)
8"INV OUT= 2745.34(NW) 8"INV IN =2745.19(SE) 8"INV IN = 2745.00(SE) STA= 10+00.00(W) STA= 10+00.00(W) RIM = 2755.50 DESIGNED BY BT
8"INV OUT=2745.09(NW) 8"INV OUT=2744.90(W) RIM = 2758.67 RIM = 2758.67 8"INV IN = 2743.38(S) SSMH 3
2740 8"INV IN =2744.07(E) 2740 2740 8"INV IN = 2744.07(E) ,STA= 10+00.00(S) 2740 DRAWN BY JTA
8"INV IN = 2744.07(W) 8"INV OUT= 2743.28(N) EXISTING GROUND AT STA= 13+94.64(E/W) CHECKED BY BT
8"INV IN = 2744.07(W) RIM = 2746.86
8"INV OUT= 2743.97(N) 8"INV OUT=2743.97(N) PIPE CENTERLINE 8"INV IN = 2741.69(W) ISSUE DATE 01/23/20
8"INV IN = 2741.69(S) HORIZ.SCALE AS SHOWN
8"INV OUT=2741.59(E)
VERT.SCALE AS SHOWN
21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
PE201
SHEET 6 OF 8
DACivil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY ENGINEERING-SEWER PROFILES.dwg
8-INCH SEWER PROFILE - E.VALENSOLE ST. 8-INCH SEWER PROFILE- E. HIDCOTE ST.
2765 2765 2765 2765
EXISTING GROUND AT
PIPE CENTERLINE Cj
2760 2760 2760 --- ---------- ---- _ -_________ _ 2760MIJ
_ EXISTING GROUND AT ----
''------ PIPE CENTERLINE
- - ---- --------------- _________________ y
-- - --- FINISHED GRADE AT T
PIPE CENTERLINE
2755 2755 2755 2755
Z LU 00
T T
O r E
N OF �U
coFINISHED GRADE AT � °O M
-58.65 LF 8"PVC @ 0.61% w
PIPE CENTERLINE Q o
50 p o 0
cn
2750 2750 2750 216. 5 LF 8"PVC ° 2750 O w m O
SSMH 20 316.66 LF 8"PV 0.40% Cy')
= 27+78.76 C @ SSMH 22 @ 0.60%
Z
STA= 14+40.51 0
RIM = 2756.13 SSMH 19 313.00 LF 8"PVC @ 0.40% RIM = 2758.08 SSMH 21 216 25�F 2C
SSMH 18
STA= 27+16.11 8"INV OUT= 2749.41 (E) 8"p� 182°
8"INV OUT= 2749.71 (SE) STA=23+95.44 SSMH 17 STA= 12+20.25
RIM = 2 = 27 RIM =2754.63 RIM = 2757.78 2745
8"INV IN T 2 2749. 5(E) 8"INV IN = 2747.98(W) STA = 20+78.44 2745 2745
8"INV IN = 2748.11 (IN) �
745 8"INV OUT=2749.25(E) 8"INV OUT=2747.88(E) RIM = 2754.99 8"INV OUT= 48.11 1 )8"INV IN = 2746.62(W) SSMH 12
8"INV OUT=2746.52(NE) STA= 10+00.00(W) -
STA= 15+50.44(N/E)
RIM = 2758.67
2740 8"INV IN = 2744.07(E) 2740
28+50 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+50 8"INV IN = 2744.07(W)
8"INV OUT= 2743.97 (N)
15+00 14+00 13+00 12+00 11+00 10+00 9+50
Te l
,ems
OF
8-INCH SEWER PROFILE-S.THUMBELINA AVE. 8-INCH SEWER PROFILE- PRIVATE DRIVE (LOT 35 BLOCK 1) 8-INCH SEWER PROFILE-S.SACHET AVE. IN P
2760 2760 2760 2760 2765 2765
FINISHED GRADE AT
PIPE CENTERLINE LL: LU
C) J H
EXISTING GROUND AT
EXISTING GROUND AT °; c.3 a o
PIPE CENTERLINE ---- _ PIPE CENTERLINE
- }
2755 -'- - 2755 2755 ----_ _ 2755 2760 -____ 2760 z a m
---- EXISTING GROUND AT z
-- - -- - - PIPE CENTERLINE W z z
oz
_ _ J_
FINISHED GRADE AT FINISHED GRADE AT "
PIPE CENTERLINE PIPE CENTERLINE --_ o 0 0 o z
0
7
2750 2750 2750 2750 2755 -' ---- 2755 w
} m w m m
z o m N
38.42 LF 8"PVC @ 0.42% ¢ o o Lu
SSMH 23 mo � c, o
STA= 14+00.00 C w W
RIM = 2757.32 396.00 LF 8 pVC @ 1.44% 23.90 LF 8"PVC @ 0.42% o
8"INV OUT=2748.65(N)
2-5
J
2745 4"INV IN = 2748.99(SE) 2745 2745 SSMH 26 4 3.11 LF 8"P @ 0.40% 2745 2750 2750 <
SSMH 25
STA= 13+20.43(NE/S) SSMH 24 36.21 LF 8"PVC @ 0.41
STA= 12+78.01 SSMH 5 = "' ~ o
STA= 10+00.00(NE) RIM =2756.57 STA= 10+27.90 STA= 10+00.00(NW) ~ � z
SSMH 4 RIM = 2756.10 8"INV IN = 2745.33(SW) RIM = 2750.33 STA= 19+36.92(E/SW) 227.12 LF 8"PVC @ 0.4
STA = 10+00.00(S) 8"INV IN = 2745.59(S) 8"INV IN = 2744.24(W) SSMH 26
8"INV OUT= 2745.23(E) RIM = 2749.76 SSMH 28
STA= 16+82.64(E/W) 8"INV IN = 2745.59(W) 8"INV OUT=2744.14(SE) g��INV IN = 2744.04(SW) STA= 15+91.75(N/W) STA= 13+20.43(NE/S)
2740 RIM = 2747.74 2740 2740 8"INV OUT=2745.49(NE)- 2740 2745 SSMH 27 STA= 10+00.00(W) 2745
8"INV IN = 2742.93(W)
8"INV IN = 2744.04(NW) STA= 10+00.00(S) STA= 13+60.64 RIM =2756.10
8"INV IN =2742.93(S) 8"INV OUT=2743.94(E) RIM = 2759.73 RIM = 2756.29
8"INV OUT= 2742.83(E) 8"INV IN =2746.85(W) 8"INV IN = 2745.84(S) 8"INV IN = 2745.59(W
8"INV IN =2746.85(S) 8"INV OUT=2745.74(N) 8"INV OUT=2745.49(NE)
8"INV OUT= 2746.75(N) O
y
14+50 14+00 13+00 12+00 11+00 10+00 9+50 13+50 13+00 12+00 11+00 10+00 9+50 16+50 16+00 15+00 14+00 13+00 12+50
cn
w
CA
O o
y
o
8-INCH SEWER PROFILE - E. MAINACHT ST. S. PROVENCALE AVE. - LU
2765 2765 Q U)
0 �
EXISTING GROUND AT-, z
PIPE CENTERLINE
W
2760 -------- - -- 2760
FINISHED GRADE AT -
- ---7 ___-- ---- PIPE CENTERLINE W
2755 2755
W
50 25 0 50 100
53.13 LF 8"PVC @ 0.41% a
SSMH
174.78 LF 8"PVC @ 0.60% HORIZONTAL SCALE IN FEET
2 2750 2750 STA= 7 5 2.5 0 5 10
RIM =259.18 759.18 SSMH 31 SSMH 30 345.60 LF 8"PVC @ 0.40% 1
VERTICAL SCALE IN FEET
0.40% PROJECT N0. 19 0411LH
8"INV OUT= 2751.16(S) STA=23+38.49 STA=22+81.35 336.00 LF 8"PVC @ RIM =2757.77 RIM = 2757.49 SSMH 29 DWG FILE PE.202
8"INV IN = 2750.11 (N) 8"INV IN =2749.79(NW) STA= 19+31.75
8"INV OUT=2750.01 (SE) 8"INV OUT= 2749.69(E) RIM = 2759.90 SSMH 28
2745 8"INV IN = 2748.30(W) STA= 15+91.75(N/W) 2745
DESIGNED BY BT
8"INV OUT=2748.20(E) STA= 10+00.00(S) DRAWN BY JTA
RIM = 2759.73
8"INV IN =2746.85(W) CHECKED BY BT
8"INV IN =2746.85(S) ISSUE DATE 01/23/20
8"INV OUT= 2746.75(N) HORIZ.SCALE AS SHOWN
25+50 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+50 VERT.SCALE AS SHOWN
PE202
SHEET 7 OF 8
D:\Civil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY ENGINEERING-SEWER PROFILES.dwg
8-INCH SEWER PROFILE - E. BRACE ST.
2765 2765
O
2760 2760
EXISTING GROUND AT
__________ -PIPE CENTERLINE
--------
------------ ------ ---------___--- --
CD
T T
- -- O W 00
-7- 11 ��-
T
2755 2755
FINISHED GRADE AT o 0000
PIPE CENTERLINE C0 00
m p o0 0
LU
Y O
U) -
Q '>
O0 0 w c�
w m O
2750 2750 Cy') _
SSMH 35 334.56 LF 8"PVC 0.60%
STA= 16+98.23 31.62 LF 8"PVC @ 3.23% C
320.05 LF 8"PVC 0.40% r
8"INV OUT= 2750.11 (E) SSMH 34
4"INV IN =2750.45(W) STA= 13+59.67
RIM = 2757.24
33
2745 8"INV IN = 2748.10(W) SSMH 10+35.62 STA= 2745
8"INV OUT=2748.00(E) SSMH 26RIM = 2755.82 STA= 10+00.00(W)
8"INV IN =2746.71 (W) STA= 13+20.43(NE/S)
8"INV OUT= 2746.61 (E) RIM = 2756.10
8"INV IN = 2745.59(S)
8"INV IN =2745.59(W)
2740 8"INV OUT= 2745.49(NE) 2740
17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
CXSTE�� l
,ems
�I 0 62
8-INCH SEWER PROFILE-S.SACHET AVE. (NORTH) 8-INCH SEWER PROFILE-S.SACHET AVE. (SOUTH) 0 F
�f�MIN P ��O
2765 2765 2765 2765
EXISTING GROUND AT
PIPE CENTERLINE
FINISHED GRADE AT o LU
PIPE CENTERLINE EXISTING GROUND AT CC c.3 w W 0-
PIPE CENTERLINE _ CD z
2760 -- - 2760 2760 ___- ---- 2760 z a C m
t
oz
z Q o
w z
O z
w M J
NISHED GRADE AT o U
iF��� U
PIPE CENTERLINE C) CD C) o oz
2755 2755 2755 2755FJ5
50 25 0 50 100 a = w a
} ,z 0c:
z p cn LD
HORIZONTAL SCALE IN FEET o w o 0
5 2.5 0 5 10 Ci= w
zw
m
2750 2750 2750 8 pV 52°'0 SSMH 37 2750 CC
� z VERTICAL SCALE IN FEET �
„p 14 ,5 LF STA= 11+48.50 ¢ o=
SSMH 36 RIM = 2760.01 ,) =
STA= 10+89.00 9 0 8"INV OUT= 2751.34(S) z
RIM = 2760.57
8"INV OUT= 2750.25(N) SSMH 9
SSMH 28 STA= 10+00.00(N)
2745
STA= 10+00.00(S) 2745 2745 STA=27+63.85(E/W) 2745
STA= 15+91.75(N/W) RIM =2758.02
RIM =2759.73 8"INV IN = 2747.70(N)
8"INV IN = 2746.85(W) 8"INV IN = 2747.70(W)
8"INV IN = 2746.85(S) 8"INV OUT=2747.60(E)
8"INV OUT=2746.75(N)
y
11+50 11+00 10+00 9+50 9+50 10+00 11+00 12+00
cn
w
CA
O o
8-INCH SEWER TO FUTURE MULTI-FAMILY(LOT 2_13LOCK 4) PROFILE -S. OSTRUM AVE.-COMMON LOTS (3-4 AND 5-BLOCK 4) y Q
2765 2765 Q w
Q w
cn
0 �
EXISTING GROUND AT w z
PIPE CENTERLINE W
2760 2760 LU
w
LU
---- ----
2755 2755
FINISHED GRADE AT
PIPE CENTERLINE W
1 �
1 �
1-J
a
2750 2750
226.22 LF 8"PVC @ 0.40%
SSMH 40 74.44 LF 8"PVC @ 0Ll109.74 LF 8"PV
STA= 14+22.40 SSMH 39
SSMH 38 PROJECT NO. 19 0411 LH
RIM = 2753.14 1 STA= 11+92.19 STA= 11+13.74 SSMH 8
2745
8"INV OUT=2748.41 (N) RIM = 2757.58 RIM = 11+1 7 STA= 10+00.00(S) 2745 DWG FILE PE.203
2756.
8"INV IN = 2747.50(S) INV IN 2747.10 ) STA= 24+99.85(N/W) DESIGNED BY BT
8"INV OUT=2747.40(NE) 8" T RIM = 2756.79
8 INV OUT=2747.00((NN) 8"INV IN = 2746.56(S) DRAWN BY JTA
8"INV IN = 2746.56(W) CHECKED BY BT
8"INV OUT=2746.46(N)
ISSUE DATE 01/23/20
14+50 14+00 13+00 12+00 11+00 10+00 9+50 HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
PE ,lill,203
SHEET 8 OF 8
DACivil Innovations Projects\2019\19-0411-LH Lavender Heights\200-Construction Drawings\204-Preliminary Plat\19-0411-LH-PRELIMINARY ENGINEERING-SEWER PROFILES.dwg