HomeMy WebLinkAboutLatitude 43 Sewer Bypass Pumping Plan APN: R5443010080
TIE INTO EXISTING (NOT A PART)
12"WATER LINE Op
ZZ EX. 12" SEWER LINE
APN: R5443010239
I (NOT A PART)
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EX. 12"WATER LINE I \ m
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3 40 / / / \ \ TIE INTO EXISTING SEWER
c I 41 / / \ ` EX SSMH 016-06 a
25, _ I / 42 / RIM: 2632.06
ROW 20 l l MH COVER:19.1
SSMH 14 43 / / \ INV OUT: 2612.27
BC 5 I 36 - MH COVER 1.1 / 44
S/W INV OUT: 2633.54 1 / -EO
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SATE) t / 46 /
17 LF OF
" , 18" PVC 0.12%
I I 35 1 IN 8sS � .� / / 47 / / \ , � � _ _ _ @
I SSMH 10 \ 8"w \ 400 LF OF / 48 / \ ( SSMH 3
EX. WATER LINE \ 8" PVC @ 2.75% \ RIM: 2631.03
RIM: 2645.57
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MH COVER:6.6 SS 49 O MH COVER.18.2\ /
INV OUT: 2638.26 / SSMH 13 50 I 21' INV IN: 2612.25 o LO
1 / B/C INV OUT: 2612.15 U) w
I 5 1 64 00
S' RIM: 2630.11 I a N
34 S/ 33' 8„ MH COVER:7.0 / / 51 o 1-11 N
I W i�B/C 5, 8 S\ W J_ INV IN: 2622.54 52 a .t o
INV OUT: 2622.44 / / 0 v)
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47',nj \N U 8» / PROP. GATE W/ � ° 00
I TRH CT I _ PROP. FIRE HYDRANT I N m\ \ W - / 202 LF OF 1 KNOX BOX - _°
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18" PVC @ 0.12% N � :2
I - SSMH 16 3 I o o .6
I 33 1 63 RIM: 2634.05 / I o 0
1 i MH COVER:5.8 - S/ 1�
_ 5 I INV OUT: 2627.61 74 82 LF OF - W I
1� - - - I 66 I 47, I (8" PVC @ 2.75% � 54 58 TRACT BLOCK 1
I Q z 7' - 5' TRACT - _
33 I I SSMH 12 I Z
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S/W B/C 5 - _ RIM: 2629.17 PROP. HYDRANT I 27' S/W- - ~o O
LU I 32 it j bo - _ S/W 75 MH COVER:8.4 I B/C - - 10,
3 = a 1 62 3 I� I INV IN: 2620.19 z I I MULTI-USE PATH W
U - - I I co 73 INV OUT: 2620.09 55 >- co I LU Z
I Ur _ _ LU 319 LF OF ° I 67 I co 1 11 � 0
EXISTING WAVERLY Q �l I� 8 PVC @ 1.50% I 224 LF OF ° _ 3 Q 1 I I m
� _ B PVC @0.50/0 - � a� 1 Z _ Z � 3 w J O
PLACE SUBDIVISION I 1 - Z I _ _ 1 _ _ I _ _
(NOT A PART) W I 31 I _ OJ W 1 � - _ 182 LF OF � -. - � a `o N - - - W W
- - Q' Q F8- PVC @ 0.77% Q SSMH 2 W v 0
I m _ Q' I RIM: 2629.30 z Z -
EX. 61 O a 1 76 I Q a 56 I I I I MH NV IN:
1�618 = - - - _ = z
�I 68 Q I 72 I I 1 co I a 140 LF OF I INV OUT: 2611.81 d 0 ~ W Q
EX. 8" SEWER LINE I I - _ LLI I it BLOCK 1 _ _ I I 0 - 18" PVC @ 0.12% 1 w 0
I 30 I - _ - _ I 3 _ - � _ _ 47, I � � W �
00
1 � _ - 5' TRACT SSMH 4 ? O Z W
/ 1 1 I 44 LF OF S/W 3 5' RIM: 2628.96 L.L
1 _ , t 60 I �8" PVC @ 0.50% SSMH 11 �B/C S/ MH COVER:15.3 ( Q 2 LU Z
_ co I 77 RIM: 2629.62 Z I W 57 INV IN: 2613.10 I I - � w 0
SSMH 9 69 71 I MH COVER:10.4 1 INV OUT: 2613.00 00 j 0 W
RIM: 2641.73 INV IN: 2618.69
PROP. BOLLARDS I I MH COVER:7.7 PROP. FIRE HYDRANT SSMH 15 INV OUT: 2618.59 SSMH 5 p � -
EMERGENCY ACCESS ONLY INV IN: 2633.47 � I U) RIM: 2633.79
RIM: 2629.42 �
_ _ _ _ 44 LF OF N MH COVER:14.5 Q
1 29 MH COVER:6.7 J
I INV OUT: 2633.37 - - � �- �
5 INV IN: 2626.49 70 $" PVC @ 0.77% INV IN: 2614.37 �
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1 INV OUT: 2626.39 I SSMH 1
40 LF OF 8»W � o J W U 8„W 8„W_o v>
RIM: 2629.00
O 28 F8- PVC @ 1.50% cn 8"SS 8 j m - - N - 8"SS - - 8»SS - - 8 W - MH COVER:16.8 U 0
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N 8SS INV IN: 2611.64
� INV IN: 2611.64 � m
- - - - - - - - - - - 124 LF OF 30 LF OF INV OUT: 2611.54
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SSMH 8 S. FIDDLE LN. SSMH 7 SSMH 6 8" PVC @ 2.90% 8" PVC @ 3.90% 10, z z
RIM: U (D
RIM: 2640.73 � � RIM: 2631.36 27 LF OF - c� �
c� � � MULTI USE PATH -
1 (PRIVATE) MH COVER:7.2 < = w
I MH COVER:7.4 261 LF OF MH COVER-12.7 I I 8" PVC @ 5.00% I 14' o
INV IN: 2632.78 240 LF OF INV IN: 2625.72 ° INV IN: 2618.07 0 U 0
INV OUT: 2632.68 8" PVC @ 2.90% INV IN: 2626.17 I 8 PVC @ 2.90% INV IN: 2618.25 125 LF OF ' ACCESS APN: R5443010202 0
27 INV OUT: 2625.62 INV OUT: 2617.97 18 PVC @ 0.12/° (NOT A PART) a o
26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 � w o
30' ooco
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SSWR ESMT I g j Q
EXISTING SEWER MAIN z z z
1 I I TO REMAIN IN PLACE. z U = >
w w w
RR IRR GIRR- G I R R GIRF -
/ SEAL
EX. SSMH 016-12 / PRELIMINARY
Z EXISTING TIE INTO EXISTING SEWER RIM: 2630.07 /
N MH COVER:18.1 FOR REVIEW ONLY
SNORTING BULL INV IN: 2611.39 NOT FOR
co SUBDIVISION NO. 2 INV OUT: 2611.29 / CONSTRUCTION
co (NOT A PART) ; Kimley>>>Horn
/ Kimley-Horn and Associates,Inc.
CAUTION: NOTICE TO CONTRACTOR , GRAPHIC SCALE IN FEET SHEET NO.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 0 20 40 80
,
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES O O
AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION
CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE
UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING owwhatt below.
06 of 11
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig