5+85 MAIN STREET 5+85
R/W (E) BLDG FACE
R/W (E) BLDG FACE
R/W (E) BLDG FACE
R/W (E) BLDG FACE 51.6' - 62.9'
46.9' - 71.8'
14.8' - 26.7'
16.8' - 18.5'
13.7' - 24.7'
(E) EP
(E) EP
0.5'
1.1% - 3.0%
1.6% - 5.0%
17.4' - 18.8' 5.8' - 8.8'
5.8' - 8.8' 4.75" - 6.25" AC +/4.75" - 5.75" AB +/-
0.5'
0.8% - 5.8%
(E) EP
5" - 8" AC +/0.5 - 2.5" AB +/-
(E) FOC 18.9' - 20.6'
18.9' - 20.6'
8.0' - 9.4'
0.5'
2.2% - 4.7%
15.8' - 26.8'
12.7' - 24.6'
7.3' - 8.8'
(E) CL STRIPE
(E) FOC
(E) FOC
1.4% - 8.3%
(E) PCC SIDEWALK
(E) PCC SIDEWALK
0.5' (E) EP
(E) CL STRIPE
(E) FOC
1.9% - 4.2%
1.3% - 2.5%
2.9% - 4.3%
(E) PCC SIDEWALK
(E) VERTICAL CURB & GUTTER (TYP.)
(E) PCC SIDEWALK
(E)8"-10" SS
(E)ELEC2
12.6' - 14.4' *
20.8' - 24.3' *
STRIPE
(E)8" WTR 4.0' - 5.3' *
(E)
(E)WTR1 9.5' - 11.9' *
0.0' *
(E)6" WTR
(E)ELEC10 23.9' - 26.5' *
* HORIZONTAL DISTANCE FROM (E) CL STRIPE (E) ELEC PRESENT FROM STA 1+17 - 1+68 2 (E) ELEC PRESENT FROM STA 3+03 - 3+15 3 (E) WTR PRESENT FROM STA 1+97 - 5+85 4 (Pr) WTR PRESENT FROM STA 1+04 - 5+85 5 (E) COMM PRESENT FROM STA 2+26 - 2+81 6 (E) COMM PRESENT FROM STA 0+00 - 2+85 7 (E) SS PRESENT FROM STA 1+70 - 5+85 8 (E) ELEC PRESENT FROM STA 1+17 - 2+08 9 (E) SD PRESENT FROM STA 1+66 - 5+84 10 (E) ELEC PRESENT FROM STA 4+01 - 5+85
12.7' - 15.3' *
(E)ELEC8 (E)12" - 18" SD9 15.1 - 15.9' * 11.0' - 19.4' *
(E)8"-10" SS7
(E)COMM6 5.8' - 8.8' *
12.7' - 16.4' *
(E)COMM5 5.5' - 5.8' *
STRIPE (E) 0.0' *
(E)WTR3 9.6' - 14.1' *
(E)8" WTR 4
(E)6" WTR 10.0' - 18.8' *
3.3' - 6.5' *
(E)ELEC1 (E)ELEC2 22.6' - 23.2' * 21.8' - 22.0' *
(E) VERTICAL CURB & GUTTER (TYP.)
NTS NTS
R/W (E) BLDG FACE
R/W (E) BLDG FACE
54.2' - 110.9'
51.5' - 58.6'
17.4' - 20.4'
19.4' - 20.4' 17.3' - 18.3'
15.3' - 18.3' 7.8' - 8.6' 0.5'
1.5% - 5.6%
NOT TO SCALE
(E)ELEC1
(E)ELEC2
(E)ELEC3
(E)ELEC
(E)ELEC
(E)6" WTR
(E)8" WTR 4
26.3' - 27.8' *
22.2' - 25.5' *
20.0' - 23.7' * 16.3' - 22.1' *
15.3' - 20.5' *
9.6' - 14.1' *
0.0' - 5.6' *
* HORIZONTAL DISTANCE FROM (E) CL STRIPE 1 (E) ELEC PRESENT FROM STA 7+60 - 9+35 2 (E) ELEC PRESENT FROM STA 4+01 - 8+46
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
(E)COMM7
(E)ELEC2 21.7' - 24.0' *
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
* HORIZONTAL DISTANCE FROM (E) CL STRIPE (E) ELEC PRESENT FROM STA 9+68 - 12+47 2 (E) ELEC PRESENT FROM STA 12+51 - 14+44 3 (E) ELEC PRESENT FROM STA 12+51 - 14+44 4 (Pr) WTR PRESENT FROM STA 9+65 - 14+38 5 (E) SS PRESENT FROM STA 9+65 - 13+69 6 (E) COMM PRESENT FROM STA 13+14 - 14+44 7 (E) COMM PRESENT FROM STA 13+10 - 14+44
1
GENERAL NOTES:
MAIN STREET 7+60 - 9+65
11.0' - 19.4' *
(E)8"-10" SS
(E) VERTICAL CURB & GUTTER (TYP.)
12.9' - 14.0' *
(E)8" WTR 4.0' - 5.0' *
STRIPE
(E)6" WTR 11.5' - 16.1' *
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
(E)
(E)ELEC (E)ELEC 23.7' - 78.3' * 26.2' - 77.3' *
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
0.0' *
(E)ELEC1 24.7 - 80.4' *
GENERAL NOTES:
2.3% - 4.4%
(E) PCC SIDEWALK
7.4" - 9.2" AC +/0.6" - 1.9" AB +/-
(E)COMM6
(E) VERTICAL CURB & GUTTER (TYP.)
6.9" AC +/1.4" AB +/-
0.7% - 3.0%
1.8% - 4.4%
(E) PCC SIDEWALK
(E) PCC SIDEWALK (E) PCC SIDEWALK
(E) EP
1.0% - 3.1%
12.7' - 16.4' *
1.3% - 2.6%
0.5'
0.5'
(E)8"-10" SS5
(E) EP
2.5% - 3.8%
7.3' - 8.5'
STRIPE
3.5% - 6.8%
(E) EP
0.5'
16.6' - 21.6'
7.1' - 10.0' (E) EP
7.4' - 11.3'
(E) FOC 18.7' - 23.7'
(E)
16.5' - 71.8'
(E) CL STRIPE
(E) FOC
0.0' *
18.6' - 73.8'
(E) FOC
5.5' - 5.8' *
(E) CL STRIPE
(E) FOC
CALIFORNIA
R/W (E) BLDG FACE
MAIN STREET 9+65 - 14+38 NOT TO SCALE
PROJECT NO.
6884.001 SHEET NO. 2 OF
CITY OF PLACERVILLE
1
905 Sutter Street, Suite 200 Folsom, CA 95630 Phone: (916) 366-3040 Fax: (916) 366-3303
* HORIZONTAL DISTANCE FROM (E) CL STRIPE (E) WTR PRESENT FROM STA 1+97 - 7+56 2 (E) ELEC PRESENT FROM STA 4+01 - 7+60
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
PROJECT No. 41412-1B ROAD SECTIONS
R/W (E) BLDG FACE
NOT TO SCALE
Civil Engineers | Land Surveyors | LiDAR
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
MAIN STREET 5+85 - 7+60
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
PHASE 1B: SEWER CIPP LINING
NOT TO SCALE
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
GENERAL NOTES:
MAIN STREET REHABILITATION PROJECT, CIP #41412
MAIN STREET 1+04 - 5+85
GENERAL NOTES:
R.E.Y. ENGINEERS, INC.
1
10
50
30'
60'
9
SCALE IN FEET
I
T
STA: 8+54.72 END CIPP LINING
50
4 5+2
MA
T S N
E RE
5
8
50
3
4 50
0 1
H
5 Y W
50
3
50
S
TAG
O EC
A
A H C
Y E L L
7
50
4 50
50
2 1
CE NT
5
5
ER 50
3
16 3+
6
3
SUBSURFACE COMM VAULT 50
8
9
7
2
50
1
1
SAC RA ME
50
NTO
LEGEND
STR
MANHOLE IDENTIFICATION NUMBER
EET
94 1+
#
CALIFORNIA
ET 50
T
469.0 LF - 8" CIPP LINING 265.0 LF - 10" CIPP LINING PROJECT NO.
6884.001 SHEET NO. 3 OF
CITY OF PLACERVILLE
RE
I A M
T S N
E E R
PROJECT No. 41412-1B UTILITY PLAN
ST
50
4
STA: 1+62.91 START CIPP LINING
905 Sutter Street, Suite 200 Folsom, CA 95630 Phone: (916) 366-3040 Fax: (916) 366-3303
R.E.Y. ENGINEERS, INC.
6
Civil Engineers | Land Surveyors | LiDAR
50
2
PHASE 1B: SEWER CIPP LINING
15'
MAIN STREET REHABILITATION PROJECT, CIP #41412
0'
R/W (E) BLDG FACE
R/W (E) BLDG FACE
R/W (E) BLDG FACE 51.6' - 62.9'
46.9' - 71.8'
14.8' - 26.7'
16.8' - 18.5'
13.7' - 24.7'
(E) EP
(E) EP
0.5'
1.1% - 3.0%
1.6% - 5.0%
17.4' - 18.8' 5.8' - 8.8'
5.8' - 8.8' 4.75" - 6.25" AC +/4.75" - 5.75" AB +/-
0.5'
0.8% - 5.8%
(E) EP
5" - 8" AC +/0.5 - 2.5" AB +/-
(E) FOC 18.9' - 20.6'
18.9' - 20.6'
8.0' - 9.4'
0.5'
2.2% - 4.7%
15.8' - 26.8'
12.7' - 24.6'
7.3' - 8.8'
(E) CL STRIPE
(E) FOC
(E) FOC
1.4% - 8.3%
(E) PCC SIDEWALK
(E) PCC SIDEWALK
0.5' (E) EP
(E) CL STRIPE
(E) FOC
1.9% - 4.2%
1.3% - 2.5%
2.9% - 4.3%
(E) PCC SIDEWALK
(E) VERTICAL CURB & GUTTER (TYP.)
(E) PCC SIDEWALK
(E)8"-10" SS
(E)ELEC2
12.6' - 14.4' *
20.8' - 24.3' *
STRIPE
(E)8" WTR 4.0' - 5.3' *
(E)
(E)WTR1 9.5' - 11.9' *
0.0' *
(E)6" WTR
(E)ELEC10 23.9' - 26.5' *
* HORIZONTAL DISTANCE FROM (E) CL STRIPE (E) ELEC PRESENT FROM STA 1+17 - 1+68 2 (E) ELEC PRESENT FROM STA 3+03 - 3+15 3 (E) WTR PRESENT FROM STA 1+97 - 5+85 4 (Pr) WTR PRESENT FROM STA 1+04 - 5+85 5 (E) COMM PRESENT FROM STA 2+26 - 2+81 6 (E) COMM PRESENT FROM STA 0+00 - 2+85 7 (E) SS PRESENT FROM STA 1+70 - 5+85 8 (E) ELEC PRESENT FROM STA 1+17 - 2+08 9 (E) SD PRESENT FROM STA 1+66 - 5+84 10 (E) ELEC PRESENT FROM STA 4+01 - 5+85
12.7' - 15.3' *
(E)ELEC8 (E)12" - 18" SD9 15.1 - 15.9' * 11.0' - 19.4' *
(E)8"-10" SS7
(E)COMM6 5.8' - 8.8' *
12.7' - 16.4' *
(E)COMM5 5.5' - 5.8' *
STRIPE (E) 0.0' *
(E)WTR3 9.6' - 14.1' *
(E)8" WTR 4
(E)6" WTR 10.0' - 18.8' *
3.3' - 6.5' *
(E)ELEC1 (E)ELEC2 22.6' - 23.2' * 21.8' - 22.0' *
(E) VERTICAL CURB & GUTTER (TYP.)
NTS NTS
R/W (E) BLDG FACE
R/W (E) BLDG FACE
54.2' - 110.9'
51.5' - 58.6'
17.4' - 20.4'
19.4' - 20.4' 17.3' - 18.3'
15.3' - 18.3' 7.8' - 8.6' 0.5'
1.5% - 5.6%
NOT TO SCALE
(E)ELEC1
(E)ELEC2
(E)ELEC3
(E)ELEC
(E)ELEC
(E)6" WTR
(E)8" WTR 4
26.3' - 27.8' *
22.2' - 25.5' *
20.0' - 23.7' * 16.3' - 22.1' *
15.3' - 20.5' *
9.6' - 14.1' *
0.0' - 5.6' *
* HORIZONTAL DISTANCE FROM (E) CL STRIPE 1 (E) ELEC PRESENT FROM STA 7+60 - 9+35 2 (E) ELEC PRESENT FROM STA 4+01 - 8+46
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
(E)COMM7
(E)ELEC2 21.7' - 24.0' *
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
* HORIZONTAL DISTANCE FROM (E) CL STRIPE (E) ELEC PRESENT FROM STA 9+68 - 12+47 2 (E) ELEC PRESENT FROM STA 12+51 - 14+44 3 (E) ELEC PRESENT FROM STA 12+51 - 14+44 4 (Pr) WTR PRESENT FROM STA 9+65 - 14+38 5 (E) SS PRESENT FROM STA 9+65 - 13+69 6 (E) COMM PRESENT FROM STA 13+14 - 14+44 7 (E) COMM PRESENT FROM STA 13+10 - 14+44
1
GENERAL NOTES:
MAIN STREET 7+60 - 9+65
11.0' - 19.4' *
(E)8"-10" SS
(E) VERTICAL CURB & GUTTER (TYP.)
12.9' - 14.0' *
(E)8" WTR 4.0' - 5.0' *
STRIPE
(E)6" WTR 11.5' - 16.1' *
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
(E)
(E)ELEC (E)ELEC 23.7' - 78.3' * 26.2' - 77.3' *
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
0.0' *
(E)ELEC1 24.7 - 80.4' *
GENERAL NOTES:
2.3% - 4.4%
(E) PCC SIDEWALK
7.4" - 9.2" AC +/0.6" - 1.9" AB +/-
(E)COMM6
(E) VERTICAL CURB & GUTTER (TYP.)
6.9" AC +/1.4" AB +/-
0.7% - 3.0%
1.8% - 4.4%
(E) PCC SIDEWALK
(E) PCC SIDEWALK (E) PCC SIDEWALK
(E) EP
1.0% - 3.1%
12.7' - 16.4' *
1.3% - 2.6%
0.5'
0.5'
(E)8"-10" SS5
(E) EP
2.5% - 3.8%
7.3' - 8.5'
STRIPE
3.5% - 6.8%
(E) EP
0.5'
16.6' - 21.6'
7.1' - 10.0' (E) EP
7.4' - 11.3'
(E) FOC 18.7' - 23.7'
(E)
16.5' - 71.8'
(E) CL STRIPE
(E) FOC
0.0' *
18.6' - 73.8'
(E) FOC
5.5' - 5.8' *
(E) CL STRIPE
(E) FOC
CALIFORNIA
R/W (E) BLDG FACE
MAIN STREET 9+65 - 14+38 NOT TO SCALE
PROJECT NO.
6884.001 SHEET NO. 2 OF
CITY OF PLACERVILLE
1
905 Sutter Street, Suite 200 Folsom, CA 95630 Phone: (916) 366-3040 Fax: (916) 366-3303
* HORIZONTAL DISTANCE FROM (E) CL STRIPE (E) WTR PRESENT FROM STA 1+97 - 7+56 2 (E) ELEC PRESENT FROM STA 4+01 - 7+60
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
PROJECT No. 41412-1B ROAD SECTIONS
R/W (E) BLDG FACE
NOT TO SCALE
Civil Engineers | Land Surveyors | LiDAR
2) SECTION SHOWN REPRESENTS EXISTING CONDITIONS AND IS FOR REFERENCE ONLY
MAIN STREET 5+85 - 7+60
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
PHASE 1B: SEWER CIPP LINING
NOT TO SCALE
1) SEE UTILITY PLAN FOR CONSTRUCTION CL
GENERAL NOTES:
MAIN STREET REHABILITATION PROJECT, CIP #41412
MAIN STREET 1+04 - 5+85
GENERAL NOTES:
R.E.Y. ENGINEERS, INC.
1
10
50
30'
60'
9
SCALE IN FEET
I
T
STA: 8+54.72 END CIPP LINING
50
4 5+2
MA
T S N
E RE
5
8
50
3
4 50
0 1
H
5 Y W
50
3
50
S
TAG
O EC
A
A H C
Y E L L
7
50
4 50
50
2 1
CE NT
5
5
ER 50
3
16 3+
6
3
SUBSURFACE COMM VAULT 50
8
9
7
2
50
1
1
SAC RA ME
50
NTO
LEGEND
STR
MANHOLE IDENTIFICATION NUMBER
EET
94 1+
#
CALIFORNIA
ET 50
T
469.0 LF - 8" CIPP LINING 265.0 LF - 10" CIPP LINING PROJECT NO.
6884.001 SHEET NO. 3 OF
CITY OF PLACERVILLE
RE
I A M
T S N
E E R
PROJECT No. 41412-1B UTILITY PLAN
ST
50
4
STA: 1+62.91 START CIPP LINING
905 Sutter Street, Suite 200 Folsom, CA 95630 Phone: (916) 366-3040 Fax: (916) 366-3303
R.E.Y. ENGINEERS, INC.
6
Civil Engineers | Land Surveyors | LiDAR
50
2
PHASE 1B: SEWER CIPP LINING
15'
MAIN STREET REHABILITATION PROJECT, CIP #41412
0'
