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0+00.00 CENTERLINE STATIONING z a - }
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4"OF 3/4"MINUS CRUSHED GRAVEL 4"OF 3/4"MINUS CRUSHED GRAVEL
/ EXTEND ROAD BASE MATERIALS NOTE: CHECKED BY BT
6"PAST CURB AND GUTTER(TYP.) 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0% ISSUE DATE 03/27/20
FALL MEADOWS 2-1/2"ASPHALTIC PAVEMENT 2. NO CROSS SLOPE ALLOWED ON LANDINGS
SUBDIVI IVI ON N0.2 (SP-3,0.50 INCH(1/2")MIX,PG 58-28) TYPICAL LOCAL STREET SECTION (DEATTACHED SIDEWALK) 3. NO TOLERANCES WILL BE ALLOWED HORIZ.SCALE AS SHOWN
4"OF 3/4"MINUS CRUSHED GRAVEL W.DAVENPORT ST, S.SEAGRASS AVE. VERT.SCALE AS SHOWN
6"MINUS PIT RUN
COMPACTED STABLE SUBGRADE PEml 00
SHEET 1 OF 4
D:\Civil Innovations Projects\2020\20-0115-SageWest\200-Construction Drawings\204-Preliminary Plat\20-0115-SW-PRELIMINARY ENGINEERING PLAN-STREETS.dwg
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DWG FILE PE.101
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ISSUE DATE 03/27/20
VERTICAL SCALE IN FEET
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
PEA 01
SHEET 2 OF 4
D:\Civil Innovations Projects\2020\20-0115-SageWest\200-Construction Drawings\204-Preliminary Plat\20-0115-SW-PRELIMINARY ENGINEERING PROFILES.dwg
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' PROPOSED CONCRETE VALLEY GUTTER
Q �26 \
c4i3 �0 -2ez�y7 I _ GRAVITY IRRIGATION LEGEND PROJECT No. 20 0115 sw
BL� - _n__GIRR PROPOSED GRAVITY IRRIGATION LINE AND BOX DWG FILE PE.200
- GIRR - EXISTING GRAVITY IRRIGATION LINE DESIGNED BY BT
PRESSURE IRRIGATION LEGEND DRAWN BY BT
--&-PIRR PROPOSED PRESSURE IRRIGATION LINE AND VALVE CHECKED BY BT
FALL CREEK MEADOWS ��-PIRR-- EXISTING PRESSURE IRRIGATION LINE,SERVICE LINE ISSUE DATE 03/27/20
SUBDIVISION NO.2 AND VALVE
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
d �
PEm200
SHEET 3 OF 4
D:\Civil Innovations Projects\2020\20-0115-SageWest\200-Construction Drawings\204-Preliminary Plat\20-0115-SW-PRELIMINARY ENGINEERING PLAN-SEWER.dwg
2625 8-INCH SEWER PROFILE -S. GRAYLING AVE. 2625 Cj
8-INCH SEWER PROFILE-W.FLOWER GARDEN ST.
2620 2626 2620 ____- _ -------- 2626 y
- T
CD
00
-- - - O w
T
EXISTING GROUND AT _ ---' p i c,
PIPE CENTERLINE --- J °O
2615 2615 2615 12"S 2615 m p CD 0
Y ON
m w
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FINISHED GRADE AT O 0 LU
m z
EXISTING GROUND AT PIPE CENTERLINE co CD
CENTERLINE --- --___
CD
2610 _ ----- - 2610 2610
212.16 LF 8"PVC @ 0.73% 2610 r
- __--- ----- � i SSMH 6 �
STA= 15+02.74(N)
----- - FINISHED GRADE AT jF SSMH 5 STA= 10+00.00(W/E)
rJ77-7777777-
PIPE CENTERLINE ° STA= 12+86.58 RIM = 2620.80
° RIM = 2617.96 8"INV IN = 2610.94(W)
12"SD 8"INV IN = 2609.29 S
( ) 8"INV IN =2610.94(E)
2605 2605 2605 8"INV OUT= 2609.19 N 2605
( ) 8"INV OUT= 2610.84(N)
57.34 LF 8"PVC @ 3.56%
SSMH 3
193.95
Q
2600 STA= 15+75.32 259.66 LF 8"PVC @ 0.40% 2600 2600 SSMH 4 2600
RIM = 2607.54 SSMH 2 109.72 LF 8"PVC @ 0.40% STA = 10+61.34
8"INV OUT= 2601.54(SE) STA= 13+77.37(NW/SE) SSMH 1 SSMH 1 RIM = 2610.34
STA= 10+00.00(SW) EXIST.SSMH 8"INV IN = 2601.37(S)
RIM = 2608.45 STA= 11+13.72(NW/E) STA= 10+00.00(SW)
STA= 10+00.00 STA= 11+13.72(NW/E) 8"INV OUT=2601.27(NE)
STA= 10+00.00(SW) RIM = 2610.04
8"INV IN = 2600.37(NW) RIM = 2609.54 RI INV IN 1 2598.69(W) RIM = 2609.54
8"INV IN T 2600.37 7(S 8"INV IN =2599.23(NW) 8"INV IN = 2599.23(NW) 2595 oNAL 2595 2595 2595
8"INV OUT=2600.27(SE) 8"INV IN =2599.23(SW) 8"INV IN =2599.23(SW)
8"INV OUT= 2599.13(E) 8"INV OUT= 2599.13(E)
�I ��o 62
16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 �� �� OF
IN
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J Q
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8-INCH SEWER PROFILE -W. DAVENPORT ST. (WEST) 8-INCH SEWER PROFILE-W. DAVENPORT ST. (EAST) 8-INCH SEWER PROFILE-S. BROOK TROUT WAY a L z w a
2630 2630 2630 2630 2620 2620 } oc w cc °c
Q Z U
N
_--- LU
C = W
_ - w
_ C
EXISTING GROUND AT __ - -- ¢ z
2625 2625 2625 2625 2615 PIPE CENTERLINE -- --- 12" ID 2615 - w cc
< o
__-- - w co
FINISHED GRADE AT FINISHED GRADE AT _ ---
PIPE CENTERLINE PIPE CENTERLINE _--- -
,��� 12"SO
2620 ------------ 2620 2620 --- J J 2620 2610 '' 2610 -
EXISTING GROUND AT FINISHED GRADE AT 170°° SSMH 11
__j PIPE CENTERLINE EXISTING GROUND AT PIPE CENTERLINE 260.57 LF 8' PVC @ STA= 15+97.79 Z
PIPE CENTERLINE RIM = 2619.36
8"INV OUT= 2610.69(N) O
12"SD
CA
2615 2615 2615 2615 2605 2605 -
15 SSMH 10
3l 1 V $ STA= 13+33.22
86.Op RIM =2614.92 J
LF g l pVC ° 8"INV IN =2606.25(S)
@ 1.87%
SSMH 7 108.00 LF 8"PVC @ 0.60/°
STA H 10+90.00 SSMH 8 88.09 LF 8"PVC @ 0•67% 8"INV OUT= 2606.15(N) o
2610 _SSMH 6 2610 2610 SSMH 6 -STA= 11+12.00 ca m
2610 2600 2600 pC1
RIM = 2621.22 STA= 10+00.00(W/E) STA= 10+00.00(W/E) RIM = 2620.26 SSMH 2 SSMH 9 '-'-'
8"INV OUT= 2612.55(E) STA= 15+02.74 N STA= 10+00.00 SW W � LU
STA= 15+02.74(N) ( ) 8"INV OUT= 2611.59(W) ( ) STA= 10+92.09 \II = �
RIM = 2620.80 RIM = 2620.80 STA= 13+77.37(NW/SE) RIM = 2609.73 Q
c�
8"INV IN =2610.94(W)
8"INV IN = 2610.94(W) RIM = 2608.45 8"INV IN = 2601.06(S) Imomz
8"INV IN = 2610.94(E) 8"INV IN = 2600.37(NW) 8"INV OUT=2600.96(NE) �/� z
_ 8"INV IN =2610.94(E) 8"INV IN = 2600.37 rIr
8"INV OUT= 2610.84(N) 8"INV OUT=2610.84(N) (SW) Q w
2595 8"INV OUT=2600.27(SE) 2595 W z
11+50 11+00 10+00 9+50 9+50 10+00 11+00 11+50 cc z
LU w
Q
Oz
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 lO LU
W
Cz
a
PROJECT NO. 20-0115-SW-
DWG FILE PE.201
50 25 0 50 100
DESIGNED BY BT
HORIZONTAL SCALE IN FEET DRAWN BY BT
5 2.5 0 5 10 CHECKED BY BT
ISSUE DATE 03/27/20
VERTICAL SCALE IN FEET
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
PE201
SHEET 4 OF 4
D:\Civil Innovations Projects\2020\20-0115-SageWest\200-Construction Drawings\204-Preliminary Plat\20-0115-SW-PRELIMINARY ENGINEERING PROFILES.dwg