Att 1 2025.06.11 Front Street Improvements Play to L Streets Plans — Crescent City City Council, September 15, 2025

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XING CRESCENT CITY CALIFORNIA SAN FRANCISCO LOS ANGELES EUREKA 1 8
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CITY OF
EXP. 09/30/26 SHEET INDEX City of Crescent City PROJECT BOUNDARY

FRONT STREET

H STREET

I STREET PROJECT
BEACH FRONT PARK CENTER LAT 41.750872° LON -124.196558°

THIRD STREET
SECOND STREET Front Street Improvements Play to L Streets RAY ALTMAN CITY MAYOR ERIC WIER DATE CITY MANAGER DATE 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
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T I Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS T-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
TITLE SHEET EW GLH DY 2025 City of Crescent City Contract # 2025-1002.3 PLAY STREET Project Funded by Clean California Local Grant Program, and Community Development Block Grant

K STREET
L STREET (HWY 101 S)
M ST (HWY 101 N) NAME CONTENTS T-1 TITLE SHEET N-1 NOTES AND ABBREVIATIONS SC-1 SURVEY CONTROL DM-1 - 3 DEMOLITION PLAN - FRONT STREET DM-4 - 5 DEMOLITION PLAN - K STREET SP-1 SITE IMPROVEMENT PLAN PP-1 PLAN & PROFILE - FRONT STREET PP-2 PLAN & PROFILE - K STREET DG-1 - 10 DETAIL GRADING - FRONT STREET DG-11 - 13 DETAIL GRADING - K STREET X-1 TYPICAL CROSS SECTIONS RD-1 - 3 ROAD DETAILS D-1 DRAINAGE PLAN - FRONT STREET D-2 DRAINAGE PLAN - K STREET DD-1 - 4 DRAINAGE DETAILS W-1 WATERLINE PLAN WD-1 - 4 WATER DETAILS S-1 SEWER PLAN - K STREET SD-1 - 2 SEWER DETAILS E-1 STREET LIGHTING E-2 - 3 ELECTRICAL DETAILS SS-1 STRIPING & SIGNAGE TCP-1 TRAFFIC CONTROL PLAN WPC-1 - 2 WATER POLLUTION CONTROL

J STREET
EXP. 09/30/26 GOOGLE EARTH IMAGE DATE 03/2024 IMPROVEMENTS TO PLAY STREET INSTALLED AFTER PHOTO DATE “ ”
…
“ ” “ ”
“ ” “ ”
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

T I Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS N-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

NOTES AND ABBREVIATIONS EW GLH DY
EXP. 09/30/26
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XING CP 04 CP 22 CP 40 CP 104 SURVEY NOTES 1. This map is based on field surveys performed by Points West Surveying in June and July, 2011 and reflects existing conditions at that time. Additional field survey performed in April, 2022 for asbuilt improvements and striping changed since 2011. 2. Horizontal Datum: North American Datum of 1983 (NAD83), California Zone 1, US Feet, Epoch Date 2007, based on the National Geodetic Survey (NGS) Control Point “101 DN 23.64”, with PID “DH6371”. Grid bearings and distances are shown hereon. Multiply distances by the reciprocal combined scale factor of 0.9999742 to obtain ground distances. 3. Vertical Datum: North American Vertical Datum of 1988 (NAVD88), US Feet, based on NGS Control Point “941 9750 TIDAL 7” with PID “LV0115”, held at the published elevation of 13.52 feet. This is shown as Point 6449 on this survey, on the top of seawall southerly of the intersection of Front and H Streets. 4. NGS control point exist within the project site along the seawall. This monument would need to be referenced and shown on a Corner Record or Record of Survey prior to being destroyed by any future construction. Indicated as Point 108. 5. Trees shown hereon are called out with type and diameter at breast height. Species identification was performed by 3 different field surveyors with varying levels of dendrology experience and should be verified by an arborist as to species. 6. Utilities shown hereon are based on a combination of visible appurtenances located in the field and mapping provided by the City of Crescent City, Pacific Power, and Blue Star Gas. Frontier Communications refused to provide any mapping. Utility routing shown hereon is based on a combination of USA paint markings and field verification and does not match City mapping in all cases. 7. Aerial photography shown hereon was provided by the City of Crescent City. Aerial photography was performed by 3Di West, with a flight date of October 10, 2004 at a scale of 1”=100', with 0.5' pixel resolution. Original photography was on UTM Zone 10 coordinate system and has been transformed to the NAD83 project basis. RIGHT OF WAY NOTES Right of way for Front Street is based on the City of Crescent City monuments established by Larson & McMillan in 1961 and shown on the survey recorded in Book 4 of Maps, Pages 142-145. This survey held a baseline between the monument at 3rd and A Streets (#100) and the monument at 3rd and K Streets (#104). Right of way widths for all adjoining streets and the portion of Front Street westerly of the westerly line of D Street were held at 60 feet per said map. Right of way width for Front Street easterly of the westerly line of D Street was held at 100 feet per the graphic lines of 4 Maps 142-145. A survey recorded in Book 4 of Maps, Page 23 illustrates this change of right of way width and attributes the 100 foot width to “Part of Front Street widened by 1928 Street Improvement Act.” No documents were found for this right of way. Right of way for US 101 is based on the survey by Towill recorded in Book 14 of Maps, Pages 58-59, Del Norte County Records. This survey held the aluminum cap at the northwest corner of Front and L Streets shown as “Caltrans PC 26.2” (#103) and a magnail and shiner with washer “LS 7198” shown at Station 953+29.16 POC 46.00' LT (#36). This right of way matches that shown on the right of way map “01-DN-101-26.0/26.3” provided by the District 1 Caltrans office in Eureka. CONTROL POINTS 04 Set 5/8” rebar with plastic cap stamped “PWS Control” in grassy median between US 101 north and south bound N=2529310.33, E=5963533.95, EL.=12.17 22 Set 5/8” rebar with plastic cap stamped “PWS Control” in Beachfront Park on extension of I Street N=2528757.61, E=5962601.81, EL.=12.62 40 Set magnail and shiner in asphalt in Front Street in stripe island easterly of K Street extension N=2529181.30, E=5963115.02, EL.=11.67 104 Found copper pin in lead in sidewalk, northwesterly corner of 3rd and K Streets N=2529675.45, E=5962693.61, EL.=10.90

FRONT STREET

PLAY STREET
L STREET (HWY 101 S)

K STREET
M STREET (HWY 101 N)
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=40' SC-1 2024-1001.1 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

SURVEY CONTROL EW GLH DY
2ND STREET
3RD STREET

I STREET
EXP. 09/30/26 GOOGLE EARTH IMAGE DATE 03/2024 IMPROVEMENTS TO PLAY STREET INSTALLED AFTER PHOTO DATE CP 34 sd sd sd sd ss ss ss ss ss
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EP 11.0 FL 10.8
TC 11.3
TC 11.3
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12.4 11.9

12.2 13.6

14.9 CP 34
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12.3 12.2

11.7 EP 13.0 EP 13.0
EP 12.3 EP 12.1
EP 12.0
EP 12.2
EP 12.1
EP 12.2

11.8 11.7

12.5 12.4
EP 12.1 EP 12.0
EP 12.2 EP 12.1
EP 12.2

12.8 12.5
EP 12.7
EP 12.5
EP 12.5
EP 12.6
EP 13.2 EP 13.0
EP 12.3
EP 12.4
EP 12.4 EP 12.3
EP 12.2 EP 12.2
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12.6 12.8

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ps ps ps ps ps ps
ps ps ps ps ps ps BEGIN ALIGNMENT N:2528972.67 E:5962766.56 STOP

13.03 -2.0%
-2.0% -6.4%
-3.5%-0.4%
-2.0% -2.7%
-1.5% -1.3%
-3.5%
-1.5%
-1.5% -2.3%
-3.5%
-2.0%
-2.0% -0.3%
-2.0% -0.3% -1.5%
-5.4%
-1.5% -1.3%
-8.9%
-0.3%
-1.4% -14.9%
-1.5%
-1.4%
-8.3% -0.4% -0.4%
-1.5%
-1.5% -3.8%
-3.4% -0.4%
-8.3%
-4.9%
-8.3%-0.4% -0.4%
-6.7% -0.4%
-2.0%
-3.8%-0.6%
-0.8% -0.0%
-0.3% -1.6% -0.4% -0.3%
-2.0% -0.2%
-2.5% -0.2% -0.4%
-1.9% -2.4%
-2.1%
-1.4% -0.3% -0.6%
-2.8%
-1.1%
-1.5%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-1.3%
-3.4%
-1.5%
-3.4% -0.4%
-8.3% -4.9%
-4.9% -8.3%
-2.5% -4.8% -7.1%
-1.5%
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-2.5% -8.3% -8.3%
-8.3% -1.9%

0.5% -0.3% -1.5% -0.3%
-3.5% -1.3%
-6.2%
-0.3%
-1.5%
-1.5% -6.8% -6.8%-0.4% -0.4% -0.4%
-0.2% -0.4% -0.2% -0.3%
-1.5%
-8.3%

12.95 11.06

11.41 10.91

11.33 13.0312.99

12.99 12.94

12.62 11.73

12.75 11.77

12.31 12.82

12.55 13.05

13.24 13.74

12.61 13.11

13.35 13.20

12.78 12.78

11.38 12.40

13.36 12.29

12.30 11.77

11.76 11.74

12.24 12.24

12.25 12.15

12.27 11.69

12.77 12.75

13.25 12.74

13.24 12.73

13.23 12.72

12.76 12.70

12.74 12.59

12.64 12.58

12.62 12.57

13.07 12.94

12.87 12.91

12.91 12.07

12.39 12.38

13.24 13.21

13.09 11.83

12.18 12.68

13.12 12.40

12.90 12.8513.02

13.39 13.01

12.84 13.36 12.86

12.89 12.52

13.02 12.98

12.98 13.06

13.07 12.37

12.37 12.47

12.47 12.69

12.87 11.23

12.77 13.27

10.91 12.66 12.99 12.49

12.40 12.23

12.73 11.93

12.43 12.92

12.91 12.90

12.88 12.87

12.76 12.74

12.73 12.72

12.54 12.71

13.05 12.91

13.53 13.38 13.88

13.38 13.88

13.85 13.85

13.74 12.83

13.33 12.51 -1.0%
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=10' DM-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DEMOLITION PLAN - FRONT STREET EW GLH DY

PLAY STREET
MATCH LINE - SEE DM-2 KEY NOTES GRADING LIMITS (SEE NOTES TO RIGHT). SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN ON THESE PLANS. SEE BEACHFRONT PARK CLEAN CA PROJECT FOR (E) CONC SEAWALL REMOVAL AND IMPROVEMENTS NOT SHOWN ON THESE PLANS. REMOVE TREE / ORNAMENTAL VEGETATION. SALVAGE LIGHT POLE & REMOVE CONCRETE BASE. SALVAGE FIRE HYDRANT AND VALVE. SALVAGE SIGN & REMOVE POLE / POST. SALVAGE WATER VALVE. PROTECT WATER UTILITY, REMOVE AFTER INSTALLATION OF (N) WATERLINE. REMOVE STORM DRAIN INLET. REMOVE STORM DRAIN PIPE. REMOVE STRIPING AND/OR MARKINGS INDICATED OUTSIDE OF GRADING LIMITS. 1 2
3 45
67 89101112 GENERAL NOTES WITHIN THE GRADING LIMITS / SAWCUT LINE: · ALL EXISTING CURB, GUTTER AND SIDEWALK IS TO BE DEMOLISHED. · ALL EXISTING PAVING IS TO BE REMOVED (OR PROCESSED AND STOCKPILED AT CONTRACTORS OPTION). 1. DEMOLISHED ITEMS OR MATERIAL DETERMINED BY THE CITY ENGINEER OR A REPRESENTATIVE THEREOF TO BE SALVAGEABLE SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 10TH & I STREET. FRONT STREET 8 9
1 1
5 1
1 4
1 1
1 1
1 1
1 5
7 5 1011
5 7
1 12 12 12 12

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DRAIN INLET
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EP 14.5
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EP 13.8
EP 13.6
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TC 15.6
TC 15.6 TC 15.6
TC 15.6
EP 11.4
EP 11.0
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11.3 12.4

11.6 12.1

12.2 12.0

12.2 12.4
EP 11.5 EP 11.8
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EP 12.4
EP 12.7
EP 12.6
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EP 12.1 EP 12.1 EP 12.0
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EP 11.7 EP 11.6
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13.4 15.1

14.5 18.3

17.1 16.1

20.1 18.9

19.2 19.8

19.2 17.4

16.5 13.2

13.6 14.7

13.6 18.1

17.817.4

14.0 13.5

12.7 13.7

13.5 14.9

17.5 17.0

16.8 14.6

12.8 13.3

17.6 17.2 TC 18.4
TC 18.1
TC 18.0
TC 11.3
TC 11.3
FL 10.8
FL 10.8
EP 10.9
EP 11.0
TC 18.1
TC 21.0 TC 20.1
TC 18.5

19.4 18.7

19.8 19.8

18.6 18.8

16.1 18.4

18.8 19.4

17.1 17.4

18.6 17.8

12.4 11.9

12.2 13.6

14.9 15.4
EP 14.1
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10.89 FOUND MAG
EP 12.7 EP 12.7
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12.8 12.8
EP 12.4

12.5 12.4

13.0 13.0

12.9 13.0

13.0 12.9
EP 12.6
EP 12.6 EP 12.6
EP 12.7

12.4 12.6
EP 13.0 EP 13.0
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13.0 EP 12.7

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13.39 13.25

12.37 12.37

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12.29 12.29 sd sd sd sd sd

12.67 sd sd sd sd sd sd sd sd sd sd

13.16 13.71

13.31 12.81

13.03 13.35

13.19-0.8%
-2.0%
-2.0% -6.4%
-8.4%
-4.9%
-4.9% -4.9% -8.3%
-2.0%
-1.6% -2.0% -2.0% -2.0% -2.0%
-2.0% -4.9% -8.3%
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-8.3% -4.9% -0.7%
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-1.5%
-1.5% -1.3% -2.7% -1.3% -1.7%
-8.3% -2.0% 0.0% -0.7% -8.3%
-0.9% -0.9% -0.9% -1.5%
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-8.3% -1.3%
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-8.3% -0.6% -0.6%
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-5.4%-8.3% -0.7%
-2.7% -0.3%
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-2.0% -1.3%-1.3% -0.7% -0.7% -0.4%
-3.8%-0.6%
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???
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-3.4% -0.4% -1.5% -0.4% -1.9% -1.9% -0.3%
-3.5% -3.4% -3.4%
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-1.5%
-2.0% -1.3% -0.4%
-2.7%
-2.7% -0.4%
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-2.0%
-2.7%
-2.7% -1.2%
-8.3%
-1.6% -0.7%
-1.0% -1.1% -1.1% -1.0%
-1.0%
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-6.2%
-0.3%
-1.5% -6.8% -6.8%-0.4% -0.4% -0.4%
-0.2% -0.4% -0.2% -0.3%
-1.5%
-8.3%

13.34 13.30

13.30 13.01

12.94 13.05

12.98 13.48

12.82 13.32

12.87 12.92

13.07 13.18

13.48 12.07

12.98 12.98

12.92 12.83

12.74 12.74

12.88 13.24

13.24 12.74

12.74 12.68

13.18 12.84

12.8412.89

12.90 12.83

12.98 13.32

12.74 11.72

12.58 12.58

11.04 12.71 13.21

12.84 12.50

12.57 10.33

10.33 10.62

10.62 10.47

10.76 10.76

13.63 13.01 13.51

13.31 13.47

13.81 13.18

13.44 13.55

12.98 12.82

12.65 13.18

12.65 13.01

13.51 11.06

10.59 10.30 10.80

11.41 10.91

11.33 12.6612.49 12.99

11.47 11.97

12.04 11.54

11.60 11.62

11.69 11.69

11.69 11.84

12.94 11.45

10.95 11.47

11.54 12.97

12.88 13.30

12.87 11.54

12.87 11.58

10.93 11.43

11.10 12.13 12.63 11.82

12.32 11.60

12.62 11.73

12.75 12.82

12.55 13.05

13.24 13.74

12.61 13.11

13.35 13.20

12.92 12.92

11.45 11.38

10.68 12.40

13.36 13.32

13.38 13.46 12.96

13.23 13.22

12.72 12.82

13.22 12.81

13.31 13.15

12.77 12.75

13.25 12.74

13.24 12.73

13.23 12.72

12.76 12.70

12.74 12.59

12.64 12.58

12.62 12.57

13.07 12.94

12.91 12.39

12.38 13.24

13.21 13.09

11.83 12.18

12.68 13.12

12.40 12.90

12.8513.02

11.23 12.77

13.27 10.94

10.91 10.86

10.48 12.78

12.61 13.11

12.56 12.73

12.54 12.35 13.04

12.24 12.74

12.85 12.50

12.96 12.93

12.93 12.93

11.78 12.30

12.80 12.46

12.28 12.66 12.99 12.49

12.40 12.23

12.73 11.93

12.43 12.92

12.91 12.90

12.88 12.87

12.76 12.74

12.73 12.72

12.54 12.71

13.05 -1.5% -8.3%

12.54 12.58

13.04 13.19
-0.9%

12.70 -1.5%
-0.9% -1.8%

12.61 13.11

12.77 12.58

12.62 12.75

12.82 -8.3% -8.3% -8.3% -8.3%
-5.9%
-0.7%

13.38 13.88

13.85 13.85

13.74 12.83

13.33 12.51 -1.0%

12.68 13.69-1.5%
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=10' DM-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DEMOLITION PLAN - FRONT STREET EW GLH DY FRONT STREET

K STREET
MATCH LINE - SEE DM-3 KEY NOTES GRADING LIMITS (SEE NOTES TO RIGHT). SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN ON THESE PLANS. SEE BEACHFRONT PARK CLEAN CA PROJECT FOR (E) CONC SEAWALL REMOVAL AND IMPROVEMENTS NOT SHOWN ON THESE PLANS. REMOVE TREE / ORNAMENTAL VEGETATION. SALVAGE LIGHT POLE & REMOVE CONCRETE BASE. SALVAGE FIRE HYDRANT AND VALVE. SALVAGE SIGN & REMOVE POLE / POST. SALVAGE WATER VALVE. PROTECT WATER UTILITY, REMOVE AFTER INSTALLATION OF (N) WATERLINE. REMOVE STORM DRAIN MANHOLE. REMOVE STORM DRAIN PIPE. REMOVE STORM DRAIN INLET. SALVAGE BENCH FOR RELOCATION. REMOVE AND RELOCATE UTILITY POLES. COORDINATE WITH PACIFIC POWER. REMOVE SEWER MANHOLE. REMOVE SEWER LINE. 1 23
45 67
8910111213141516
1 1
1 1
4 4
4 4
4 4
4 4
5 5
6 7
8 8
8 8
9 9
9 9 10 10 11 11 11 11 12 13 12 13 14 14 1516
2 3
1 5
5 7
1 1
9 11
4 5 MATCH LINE - SEE DM-1 14 GENERAL NOTES WITHIN THE GRADING LIMITS / SAWCUT LINE: · ALL EXISTING CURB, GUTTER AND SIDEWALK IS TO BE DEMOLISHED. · ALL EXISTING PAVING IS TO BE REMOVED (OR PROCESSED AND STOCKPILED AT CONTRACTORS OPTION). 1. DEMOLISHED ITEMS OR MATERIAL DETERMINED BY THE CITY ENGINEER OR A REPRESENTATIVE THEREOF TO BE SALVAGEABLE SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 10TH & I STREET.

12.5 12.5

12.4 13.0

13.1 13.2

13.1 13.1

13.0 13.3

13.4 13.1

13.0 13.6

12.5 12.5

12.4 13.0

13.1 13.2

13.1 13.1

13.0 13.3

13.4 13.1

13.0 13.6
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
sd sd
sd sd sd sd sd sd sd sd sd sd
sd sd sd sd sd sd sd sd sd sd sd
sd
sd
sd
sd
sd sd sd
ss ss ss ss
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w w sd sd sd sd sd sd sd sd sd sd sd sd
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd gas
gas gas gas gas gas gas gas gas
sd sd sd sd
sd
sd
sd
sd sd sd
sd
sd
sd
EP 11.4
EP 11.0
EP 10.6
EP 10.8
EP 10.9
EP 10.9
EP 11.0
EP 11.2
EP 11.8
EP 11.2
EP 11.2
EP 11.1
EP 10.8
EP 10.8
EP 10.8
EP 10.6
EP 11.4
TC 11.1
TC 11.3
TC 11.5
TC 11.5
TC 11.5 TC 11.5
TC 11.7
TC 11.4TC 11.4TC 11.9 TC 12.0

11.7 11.7

11.3 11.4

11.7 11.9

12.1 12.4
TC 11.8
TC 11.9
TC 12.0
TC 12.0
TC 12.2
TC 12.1
TC 12.1
TC 11.8
TC 11.4TC 11.5TC 12.0

11.7 11.9

11.1 11.5

11.1 11.2

10.7 10.9

11.4 11.3

11.0 11.1

11.1 11.0

11.1 11.1

11.1 10.9

10.9 11.5

11.2 11.8

10.6 11.3

11.2 11.6

12.4 12.1

11.2 11.6
CP 40 sd sd sd

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY gas
e e
502

10.89 FOUND MAG
CP 319 (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) 37+00 38+00 39+00 5+00 5+75
e e e e e e e e e e e e e e e e e e e e

10.49 10.49

11.28 10.90

10.90 13.22

13.49 13.39

13.25 11.42 N55° 57' 03"E 677.84' jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)

13.71 13.31

13.16 13.06

12.26 11.74

13.35 13.19

11.44 -4.9% -8.3%
-1.6% -2.0% -2.0% -2.0% -2.0%
-2.0%
-4.9% -4.9% -8.3%
-4.9%
-8.3%
-1.5% -1.5%
-0.6%
-1.1%
-1.1% -2.0%
-8.3%-1.7% -2.0%
-2.0%
-2.0%
-2.0%
-2.0%
-2.0% -1.6% -5.5% -0.8% -0.6%
-1.2%
-1.9% -0.6%
-2.9%
-4.9%
-4.9% -0.6%
-1.5%
-1.5% -0.6% 0.6% -0.6% -0.6%
-8.3% -4.9%
-4.9% -8.3%
-1.5% -0.6%
-1.5% -1.7% -1.6%
-8.3% -2.0% -0.6% -0.6%
-1.0% -1.3%
-1.5% -0.0%
-1.5% 0.0% -3.8%
-0.3% -0.3%
-8.3% -0.3%-8.3%
-4.9% -2.0% -2.0%
-2.9%
-2.0%
-2.0% -1.7% -0.0%
-0.1%
-1.2%
-1.1%
-2.1%
-0.5%
-0.4%
-2.0%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-5.7% -0.3% -0.3%
-1.5%
-1.6% -0.9% -11.5%

0.3%
-8.3% -0.3% -15.6% -0.3%
-4.8% -0.3% -0.3% -0.3%
-8.3%
-0.3% -14.9% 0.3% -0.3%
-6.2%
-6.7% -0.3% -0.3% -0.3% -0.0% -0.2%
-1.5%
-1.5% 0.0% -0.0% -1.7% -1.7%
-1.5% -0.6% -0.6% -0.8% -0.6%
-1.5%
-1.5% -0.6% -0.6% -0.8% -0.3%
-1.5% -4.8%
-1.5%
-0.9%
-2.0% -2.0%
-2.0% -5.5%
-8.3%
-1.3% -0.3% -0.6% -1.0% -0.6%
-2.3%
-4.4% -2.1% -5.5% -1.4%
-2.0%
-2.0% -8.3% 1.8%
-4.1%
-1.0%
-0.9%
-1.2%
-1.2%
-0.9% -0.9%
-0.1% -0.6%
-0.7% -0.7% -0.6% -0.7% -0.6%
-1.5% -0.6%
-1.5%
-1.5%
-1.5% -0.6%
-2.9%
-1.5%
-1.5% -0.6% -0.6% -4.0% -4.0%
-8.3%-0.6% -0.6% -0.6% -0.6% -0.6%
-2.6%
-1.1%
-2.0% -0.6% -0.6%

0.3%
-1.5% -8.3%
-1.3%
-1.3% -0.4%
-2.3% -0.7%
-4.9%
-6.8% -1.1% -0.0%
-0.9% -1.2%
-1.8%
-1.4%
-1.5%
-1.3% -0.6% -0.6%
-1.0% -0.2%
-3.4%

4.5% -1.1% -1.1% -1.0% 1.1%
-1.2%
-1.9% -5.0% -4.6%
-1.0%
-2.9%
-2.3%
-2.0%
-2.0%
-2.7% -0.6%
-1.5%
-2.0%
-8.3%-1.7% -0.6%
-2.0% -2.4% -2.2% -2.3%

0.3%

0.3%
-1.5%
-0.2%
-0.2%
-8.3% -2.4% -2.2% -2.2% -2.2% -1.2% -1.2% -1.2% -1.2% -1.2% -1.2% -1.2% -1.5%
-1.5%
-1.3% -0.2%
-3.5%
-4.3%
-3.6%
-2.7%
-1.9%
-2.0% -2.4%
-2.0% -0.6% -1.4%
-2.7%
-3.9%
-4.3%

13.34 13.30

13.30 13.48

13.18 12.98

13.48 12.82 13.3212.92

12.93 12.34

12.84 12.00

11.50 11.57

12.07 12.98

12.98 12.74

12.8412.89

12.8412.74

12.79 12.98

12.98 12.92

12.83 12.83

12.18 12.74 13.24

12.88 12.74

13.24 12.74

12.68 11.72

11.65 12.82 13.05

13.07 13.57

13.13 13.63

13.01 13.51

13.31 13.47

13.81 13.18

13.07 12.98

12.82 13.55

11.14 11.14

11.06 11.00

10.50 10.65

10.70 10.99

10.99 10.70

11.06 10.42

10.9210.92

10.42 11.18

11.68 11.61

11.11 11.06

11.03 10.74

10.66 10.68

10.69 10.89 12.55

12.72 11.20

11.47 11.23

11.25 11.14

11.63 11.84

11.13 11.30

11.12 11.62

11.66 11.77

12.00 11.99

11.94 11.60

11.53 11.59

11.11 11.15

11.09 11.13

11.03 11.08

11.02 11.06

11.01 11.51

11.54 11.54

11.40 11.40

11.11 11.11

11.26 11.76

11.90 11.48

11.98 12.07

11.73 12.23

12.38 11.78

12.28 12.42

11.39 11.89

12.02 12.35

12.98 13.15

12.65 12.65

13.01 13.51

12.04 11.69

11.69 11.69

11.84 11.18

11.33 11.18

10.95 11.10

10.95 10.88

11.53 11.38

10.99 11.04

11.60 12.10

11.50 11.57

11.88 10.56

11.06 11.21

10.72 11.22

11.37 11.21

11.56 11.64

11.38 11.37

11.70 12.51

13.29 12.14

11.96 12.46

12.64 12.05

12.51 10.42

10.56 10.58

10.57 10.55

11.08 11.07

10.78 10.82

10.83 10.79

11.32 11.33

11.05 11.08

11.09 11.06

11.58 11.59

11.33 11.83

10.70 10.72

10.71 10.69

11.22 11.21

11.7011.53

12.03 11.54

11.71 11.56 12.04

11.57 12.07

12.03 11.86

11.84 12.34

12.36 11.19

11.69 11.31

11.07 11.57

10.84 10.86

10.85 10.83

11.36 11.35

10.98 11.00

10.99 10.97

11.50 11.49

11.07 11.06

11.57 11.56

10.93 11.44

10.96 11.46

11.57 11.50

11.18 11.25

12.54 12.70

12.61 12.77

12.58 12.75

12.82 -8.3% -8.3% -8.3% -8.3%
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=10' DM-3 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DEMOLITION PLAN - FRONT STREET EW GLH DY FRONT STREET

K STREET
L STREET (HWY 101 S)
MATCH LINE - SEE DM-2
3 1
4 4
4 4
4 5
5 6
6 6
7 8
8 8
7 8
9 11 11 10 10 10 10 KEY NOTES GRADING LIMITS (SEE NOTES TO RIGHT). SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN ON THESE PLANS. SEE BEACHFRONT PARK CLEAN CA PROJECT FOR (E) CONC SEAWALL REMOVAL AND IMPROVEMENTS NOT SHOWN ON THESE PLANS. REMOVE TREE. SALVAGE LIGHT POLE & REMOVE CONCRETE BASE. SALVAGE SIGN & REMOVE POLE. SALVAGE WATER VALVE. PROTECT WATER UTILITY, REMOVE AFTER INSTALLATION OF (N) WATERLINE. REMOVE STORM DRAIN MANHOLE. REMOVE STORM DRAIN PIPE. REMOVE STORM DRAIN INLET. SALVAGE BUS STOP ENCLOSURES FOR RELOCATION. REMOVE SEWER MANHOLE. REMOVE SEWER LINE. PROTECT TRAFFIC SIGNAL CONTROL BOX. CONTRACTOR TO REPLACE TRAFFIC SENSOR LOOPS IN KIND. LIMITED SURVEY DATA. REQUIRED MATCH LINE IS BEYOND SURVEY LIMITS. REMOVE WALKWAY OR DRIVEWAY HMA AS DIRECTED BY ENGINEER. 1 23
45 67
8910111213141516 10 12 1314 15 16 GENERAL NOTES WITHIN THE GRADING LIMITS / SAWCUT LINE: · ALL EXISTING CURB, GUTTER AND SIDEWALK IS TO BE DEMOLISHED. · ALL EXISTING PAVING IS TO BE REMOVED (OR PROCESSED AND STOCKPILED AT CONTRACTORS OPTION). 1. DEMOLISHED ITEMS OR MATERIAL DETERMINED BY THE CITY ENGINEER OR A REPRESENTATIVE THEREOF TO BE SALVAGEABLE SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 10TH & I STREET.

13.0 13.1

13.0 13.0

12.9 12.9

12.9 13.0

13.0 13.1

13.2 13.1

12.8 13.2

13.1 13.5

13.3 13.6

13.8 13.7

13.7 13.8

13.3 13.3

12.9 12.8

12.5 12.8

13.3 13.4

13.2 13.2

13.0 13.3

13.4 13.6

13.2 13.4

13.2 13.3

13.3 13.2

13.2 13.2

13.2 12.9

13.2 13
13 13
13 13
13 13
13 TC 12.5
TC 12.6
TC 12.8
TC 12.4
TC 12.6TC 13.0 TC 12.9
TC 12.9 TC 12.9 TC 12.4
TC 12.5 TC 13.0
TC 13.0
TC 12.9
TC 13.0
TC 12.9
TC 12.9
TC 12.9
EP 12.5
EP 12.4
EP 12.6
EP 12.6
EP 12.7
EP 12.5
EP 12.6
EP 12.4
EP 12.4EP 12.5 EP 12.5
EP 12.6 EP 12.7 EP 12.7 EP 12.5
EP 12.2
EP 12.4
EP 12.1 FL 12.0
FL 12.2
FL 12.3
FL 12.3
FL 12.4 FL 12.6 FL 12.5
FL 12.4 FL 12.4 FL 12.3
FL 12.3 FL 12.2 FL 12.3
FL 12.5
FL 12.6
FL 12.4
FL 12.5
FL 12.4
FL 12.5
FL 12.3

13.4 13.2

13.1 13.1

13.2 13.2
TC 13.1
TC 13.2
TC 13.3
TC 13.5
TC 13.5
TC 13.5
TC 13.1
TC 13.0 TC 13.4
TC 13.5
TC 13.3 TC 12.9
TC 12.9
TC 13.3
TC 13.2
TC 13.2
TC 13.2
TC 12.7
TC 12.7
TC 13.0
TC 13.0
TC 12.9
TC 12.5
TC 12.5
EP 12.8
EP 12.8
EP 12.5
EP 12.5
EP 12.5
EP 12.8
EP 12.7
EP 12.8
EP 13.0
EP 13.1
EP 12.9
EP 13.0
FL 12.6
FL 12.7
FL 12.8
FL 12.9
FL 13.0
FL 13.0
FL 12.9
FL 13.0
FL 12.8
FL 12.8
FL 12.7
FL 12.7
FL 12.5
FL 12.5
FL 12.4

13.0 13.1

13.2 13.1

13.3 13.3

13.3 13.4

13.3 13.5

13.5 13.5

13.5 13.7

13.6 13.5

13.6 13.7

13.7 13.4

13.5 13.5

13.8 12.8

13.1 13.1

13.2 13.2

13.1 12.8

12.9 12.9

12.7 13.0

13.0 13.3

12.9 12.9

13.1 12.9

13.6 13.7

13.7 13.4

13.9 13.8

13.8 13.8

12.5 13.1

13.1 13.2

13.6 13.5

12.7 13.1

12.9 13.1

13.1 12.8

13.0 12.8

12.6 12.9

12.8 13.0

12.7 12.6

12.8 12.9

12.7 12.8

12.5 12.9

12.8 12.5

12.8 12.8

12.6 12.8

12.7 13.5

13.6 13.4

13.4 13.2

13.3 13.2

13.1 13.1

13.3 12.7

12.7 12.8

13.0 13.1

13.1 12.6

12.7 12.7 sd sd sd sd sd sd
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd
w w w w w w w
w
w
w
w w w w
w w
w
w
w
w STOP
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss 8" VCP 22"x36" ELLIP CMP
15"x18"
BOX 22"x36" ELLIP CMP SDMH RIM: 13.08' IN N: 7.50' IN E: 7.60' OUT S: 7.40' SSMH RIM: 13.34' IN N: 5.11' IN E: 5.11' IN S: 5.11' OUT SW: 9.09' OUT W: 5.01' SDMH RIM: 13.02' IN N: 7.66' OUT W: 7.77' OUT S: 7.56' SDMH RIM: 13.10' IN N: 7.60' IN E: 7.60' OUT S: 7.52' SDMH RIM: 13.74' IN N: 6.47' IN W: 9.91' SS IN NE: 8.87' TOP THRU H2O: 10.82' OUT S: 6.37' SDMH RIM: 13.49' IN N: 6.34' IN W: 6.34' OUT S: 6.24' 22"x36" ELLIP CMP jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
ss
ss 10" CMP
ss ss
gas gas gas gas gas gas gas gas gas gas gas gas gas
gas
gas
gas
gas gas gas gas

13.0 13.1

13.0 13.0

12.9 12.9

12.9 13.0

13.0 13.1

13.2 13.1

12.8 13.2

13.1 13.5

13.3 13.6

13.8 13.7

13.7 13.8

13.3 13.3

12.9 12.8

12.5 12.8

13.3 13.4

13.2 13.2

13.0 13.3

13.4 13.6

13.2 13.4

13.2 13.3

13.3 13.2

13.2 13.2

13.2 12.9

13.4 13.2

13.1 13.1

13.0 13.1

13.2 13.1

13.3 13.3

13.3 13.4

13.3 13.5

13.5 13.5

13.5 13.7

13.6 13.5

13.6 13.7

13.7 13.4

13.5 13.5

13.8 12.8

13.1 13.1

13.2 13.2

13.1 12.8

12.9 12.9

12.7 13.0

13.0 13.3

12.9 12.9

13.1 12.9

13.6 13.7

13.7 13.4

13.9 13.8

13.8 13.8

12.5 13.1

13.1 13.2

13.6 13.5

12.7 13.1

12.9 13.1

13.1 12.8

13.0 12.8

12.6 12.9

12.8 13.0

12.7 12.6

12.8 12.9

12.7 12.8

12.5 12.9

12.8 12.5

12.8 12.8

12.6 12.8

12.7 13.5

13.6 13.4

13.4 13.2

13.3 13.2

13.1 13.1

13.3 12.7

12.7 12.8

13.0 13.1

13.1 12.6

12.5 12.2

12.2 12.2

13.1 EP 13.1
EP 13.0 EP 12.8

13.2 13.0

12.6 12.7

12.5 e
e
ss ss ss ss ss
ss ss ss ss ss ss ss ss ss ss ss ss ss ss
ss ss ss ss sd sd sd sd sd sd w w w w w w
ss ss ss ss ss ss ss ss ss
ss ss ss ss 1+00 2+00 3+00 jt (oh) jt (oh) jt (oh)

12.34 12.34

12.19 12.19

12.9212.83

12.72 12.35

12.35 13.01
gas gas gas gas
w
w
w
sd sd
w w w sd sd sd sd jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) sd sd sd sd sd sd w w
sd sd
gas gas

13.04 13.03 STA:1+24.00 OFF:0.00' BEGIN ALIGNMENT N:2529486.48 E:5962851.56 S34° 02' 57"E 475.00'

13.07 12.92

13.25 12.90

12.90 12.74

12.89 13.03
-8.3%
-4.9%
-4.9% -4.9% -8.3% -8.3%
-8.3%
-1.5%
-1.5%
-0.7%-1.5%
-1.5% -1.5% -6.4% -6.4% -1.4%
-8.5% -0.9%
-0.9%
-0.9% -0.9% -1.0%
-3.3% -1.7% -2.3%
-0.6% -0.9% -1.7%
-4.1% -2.0% -1.3% -0.6% -0.6% -0.1% -0.4%
-3.0%
-1.5% -8.3%
-1.5% -0.6% -0.6% -0.6% -0.6%
-1.5% -1.2%
-1.5% -0.6%
-2.0%
-2.0% -2.6%
-1.5%
-1.5%
-6.7%
-6.7%
-1.5%

0.5%
-8.3%
-8.3%
-3.5% -0.6% -0.6% -0.6% -0.6% -0.6% -0.6% -0.6% -0.6% -1.5% -6.3% -8.3%
-4.9%
-4.9%-0.6%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3% -1.5%
-0.5% -0.4% -0.5%
-1.5%

0.3% -0.1% -0.6%
-2.0% -1.5% -1.4%
-0.4%
-1.5%
-1.5%
-0.4%
-6.9%
-0.3%
-6.9%
-0.3%
-0.3%
-0.4%
-0.3%
-0.4% -0.3%
-1.5% -0.6%
-4.6% -0.3%
-8.3% -4.9%
-4.9%
-4.9%-4.9% -8.3%
-6.9% -0.4% -14.7% -0.4%
-1.5% 0.0%
-1.5% -0.7% -0.5%
-8.3% -1.5%
-8.3% -1.5%
-8.3% -1.5%
-8.3% -1.5% -0.6%
-8.3% -0.3%
-8.3% -0.3% -0.3%
-1.5%
-2.8% -1.5%
-8.3%-15.6%
-0.3%
-6.2%
-8.3%-0.3% -0.3% -0.3%
-6.7% -0.3% -0.3% -0.4% -0.3% -0.3%
-1.5%
-1.5% -8.3%
-6.2% -15.6%
-0.3%
-0.3%
-6.7%
-8.3%-14.9% -0.3% -0.3% -0.3% -0.3% -0.3% -0.3% -0.3%
-8.3%0.0%
-1.5%
-1.5% -0.0% -0.6%
-0.5% -2.2% -0.6% -0.6%
-6.7%
-7.4%
-8.3%
-8.3%-0.5% -0.5% -0.5% -0.3% -0.3% -0.4%
-2.0% -0.8% -0.3% -0.3%
-2.0% -2.0%
-1.5%
-0.6% -0.4%
-1.3%

0.0%
-0.0% -15.9% -0.0% -0.4%
-1.2%
-1.5%

12.91 12.91

13.03 12.97

13.04 12.67

12.84 12.96

12.52 12.52

12.56 13.18

13.03 12.97

12.55 12.60

12.54 12.71

13.04 12.52

12.69 13.02

12.49 12.59

12.74 12.56

12.46 12.46

12.52 12.42

12.92 12.45 12.51

12.94 12.88 13.38

12.35 13.35

12.90 12.86

12.78 12.63

12.85 12.59

12.12 12.20

12.3012.13

12.93 13.15

13.27 12.6512.78

13.30 13.16

12.6612.83

13.37 13.23

12.7312.90

13.40 13.23

13.12 13.26

12.76 12.93

13.54 13.50

13.04 13.00

12.59 13.07

12.57 12.59

12.55 12.56

12.52 12.47

12.43 12.93

12.9212.42

12.42 12.39

12.39 12.89

12.92 12.92

12.89 12.88

12.85 12.35

12.35 13.04

12.96 12.50

12.46 12.48

12.43 12.92

12.42 12.69

12.3612.52

12.53 12.40

12.33 12.83

12.33 12.74

12.35 12.35

12.36 12.36

12.85 12.86

12.38 12.80

12.39 12.89

12.40 12.90

12.48 12.57

12.55 12.48

12.91 12.92

12.92 12.93

12.93 12.92

13.24 13.28

13.09 13.20

13.07 13.03

12.30 12.80

12.95 13.27

12.45 12.46

13.04 13.11

13.05 12.90 12.40

13.15 13.01 12.51

12.91 12.77 12.27

12.85 12.71 12.21

12.54 12.54

12.52 12.53

12.97 12.97

13.02 13.03

12.88 12.36

12.86 12.37 12.41

12.38 12.43

13.09 13.10

12.94 12.49

12.44 12.50

12.46 12.97

12.47 12.51

13.01 13.15

12.45 12.95

12.44 12.49

12.93 12.43 12.47

13.08 13.02

13.01 12.87

12.41 12.37

13.09 12.39

12.58 12.37

12.40 12.39

12.39 13.54

13.00 13.50

13.10 12.88

12.73 12.40

12.48 12.54

12.60 12.51

12.96 13.09 -0.7%
-0.5%
-8.3%

12.53 -8.3%

12.59 -8.3%

12.62 12.61 -0.4%
-1.5%
-1.3%

12.63 12.60

12.58 -8.3%
-8.3%
-8.3%
-8.3%
-8.3%

12.55 -8.3%

12.61 -8.3%

12.63 -8.3%

12.64 -8.3%

12.67 -8.3%

13.12 -1.5%
-1.5%
-1.5%
-0.2% -0.2%
-0.3%
-0.4%

12.99 -1.5%
-1.3%
-1.3%
-0.2%

13.11 -1.5%
-1.5% -0.2%

13.09 -6.1%
-1.5%
-0.0%

13.09 13.08 13.58
-1.5%
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=10' DM-4 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DEMOLITION PLAN - K STREET EW GLH DY K STREET
2ND STREET
MATCH LINE - SEE DM-5 KEY NOTES GRADING LIMITS (SEE NOTES TO RIGHT). SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN ON THESE PLANS. SALVAGE FIRE HYDRANT AND VALVE. SALVAGE SIGN & REMOVE POLE. SALVAGE TSUNAMI INFORMATION SIGN FOR RELOCATION. SALVAGE WATER VALVE. PROTECT WATER VALVE. POINT OF CONNECTION FOR NEW WATER LINE. PROTECT WATER UTILITY, REMOVE AFTER INSTALLATION OF (N) WATERLINE. REMOVE STORM DRAIN MANHOLE. REMOVE STORM DRAIN PIPE. SALVAGE MOORING. RETURN AFTER IMPROVEMENTS ARE COMPLETE. REMOVE GAS LINE FOR RELOCATION. COORDINATE WITH BLUE STAR GAS. REMOVE UNDER SIDEWALK ROOF DRAINS TO BE REPLACED. PROTECT LIGHT POLE AND/OR UTILITY POLE. REMOVE SEWER MANHOLE COVER TO ADJUST TO GRADE. REMOVE SEWER LINE. LIMITED SURVEY DATA. REQUIRED MATCH LINE IS BEYOND SURVEY LIMITS. REMOVE WALKWAY OR DRIVEWAY HMA AS DIRECTED BY ENGINEER. 1 23
45 67
891011121314151617
1 2
3 5
4 7
6 6
8 8
8 8
8 9
9 9
9 10 11 10 10 10 10 10 10 10 12 12 12 12 13 13 16 14 15 16 17 17 17 17 17 17 17 GENERAL NOTES WITHIN THE GRADING LIMITS / SAWCUT LINE: · ALL EXISTING CURB, GUTTER AND SIDEWALK IS TO BE DEMOLISHED. · ALL EXISTING PAVING IS TO BE REMOVED (OR PROCESSED AND STOCKPILED AT CONTRACTORS OPTION). 1. DEMOLISHED ITEMS OR MATERIAL DETERMINED BY THE CITY ENGINEER OR A REPRESENTATIVE THEREOF TO BE SALVAGEABLE SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 10TH & I STREET.

13.1 13.0

13.2 13.1

13.1 13.0

13.0 13.0

13.1 13.0

13.0 13.0

12.9 12.9

12.9 13.0

13.0 13.0

12.9 13.2

13.1 12.9

13.2 13.5

13.3 13.0

13.3 13.4

13.1 13.0

13.6 13
13 TC 12.9
TC 12.9
TC 12.9
EP 12.4
EP 12.2
EP 12.5
EP 12.4
FL 12.5
FL 12.3
FL 12.4
FL 12.2
FL 12.4
FL 12.2

13.1 TC 13.0
TC 12.9
TC 12.5
TC 12.5
TC 12.8
TC 12.8
TC 12.8
EP 12.5
EP 12.5
EP 12.4
EP 12.4
FL 12.5
FL 12.4
FL 12.3
FL 12.3

13.0 13.1

13.1 13.0

13.0 13.0

13.0 13.1

13.2 13.1

13.3 12.6

12.7 12.7

12.6 12.6

12.7 12.5 sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd ss ss ss ss ss 8" VCP 22"x36" ELLIP CMP 22"x36" ELLIP CMP SDMH RIM: 13.09' IN N: 6.19' IN W: 6.26' OUT S: 6.09' gas gas gas gas gas

13.1 13.0

13.2 13.1

13.1 13.0

13.0 13.0

13.1 13.0

13.0 13.0

12.9 12.9

12.9 13.0

13.0 13.0

12.9 13.2

13.1 12.9

13.2 13.5

13.3 13.0

13.3 13.4

13.1 13.0

13.6 13
13 TC 12.9
TC 12.9
TC 12.9
EP 12.4
EP 12.2
EP 12.5
EP 12.4
FL 12.5
FL 12.3
FL 12.4
FL 12.2
FL 12.4
FL 12.2

13.1 TC 13.0
TC 12.9
TC 12.5
TC 12.5
TC 12.8
TC 12.8
TC 12.8
EP 12.5
EP 12.5
EP 12.4
EP 12.4
FL 12.5
FL 12.4
FL 12.3
FL 12.3

13.0 13.1

13.1 13.0

13.0 13.0

13.0 13.1

13.2 13.1

13.3 12.6

12.7 12.7

12.6 12.6

12.7 12.5 sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd ss ss ss ss ss 8" VCP 22"x36" ELLIP CMP 22"x36" ELLIP CMP SDMH RIM: 13.09' IN N: 6.19' IN W: 6.26' OUT S: 6.09' gas gas gas gas gas w w w w w w w w
e e e e sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd
sd
sd
sd
sd
sd
sd sd sd sd sd sd sd sd sd sd sd ss ss ss ss
w w w w w w w w w w w w w w w w w w sd sd
w
w
sd sd sd sd sd sd sd
sd sd sd sd sd
gas gas gas gas gas gas gas gas gas gas

EXIT ONLY
DRAIN INLET GRATE: 13.06' 8"Ø IP OUT (NE): 11.96' sd sd sd sd
sd
sd
sd sd sd sd
sd
sd
sd
sd
EP 11.4 EP 11.0 EP 10.6
EP 10.6
EP 11.4

11.1 11.1

10.9 10.9

11.5 11.2

11.8 10.6

11.3 11.2

11.6 12.4

12.1 11.6

11.2 11.6

12.1 12.2

12.0 12.2

12.0 12.0

12.2 12.4
EP 11.5
EP 11.8
EP 11.9
EP 12.2
EP 12.4
EP 12.7
EP 12.6
EP 12.3
EP 12.1
EP 12.1
EP 12.0
EP 11.8
EP 11.7
EP 11.6
EP 11.4

14.5 13.4

15.1 16.1

16.5 13.2

13.6 14.7

13.6 16.8

14.6 12.8

13.3 CP 40
sd sd sd sd sd sd sd sd sd sd sd sd
gas gas gas gas gas gas gas gas gas
502

10.89 FOUND MAG

13.2 13.2

13.1 13.1

13.0 11.8

12.0 11.9

11.9 12.5
EP 12.7
EP 12.7
EP 12.8

12.8 12.8 EP 12.8
EP 12.4
EP 12.1

12.0 11.8

12.2 12.1

12.5 12.4
EP 11.8

12.0 12.1

11.9 EP 12.0
EP 12.1
EP 12.1 EP 12.0

12.5 12.3

12.5 11.9

11.9 12.2

12.2 12.2

12.2 12.7

13.1 EP 13.1
EP 13.0 EP 12.8

13.2 13.0

12.7 12.5

12.0 12.2
EP 12.6 EP 12.4

12.9 13.0
EP 12.7
e
e
e
e
e
e e e e e
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd w w w w w w w w w
jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt
36+00 37+00 4+00 5+00 5+75
e e e e e e e e e e e e e e e e e e e jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)

13.25 13.39

13.49 13.22

12.28 12.28

12.28 12.28
sd sd sd sd sd sd sd sd sd

13.03 N55° 57' 03"E 677.84'

13.71 13.31

13.16 13.16

13.31 13.06

12.83 12.90

13.19 13.35
-0.8% -8.4% -4.9%
-4.9%
-8.3%
-4.9%
-2.0% -1.6%
-2.0%
-2.0%
-2.0%
-2.0%
-2.0%
-4.9%
-8.3%
-4.9% -4.9% -8.3% -1.5%
-1.5%
-0.6%
-1.1%
-1.1% -1.5%
-1.5% -3.6%
-0.4% -0.4%
-1.6% -2.0%
-1.5%
-1.5% -1.5% -2.0% -2.0%
-1.1% -1.0% -1.6%
-1.6% -8.3% -4.9% -4.9% -8.3%
-1.7%
-1.0% -2.0% -2.0%
-2.0% -2.0% -2.0% -2.0% -2.0% -2.0%
-1.6%
-0.3%
-5.5% -0.8%
-0.6% -1.9% -1.2%
-0.6%
-2.9% -4.9% -4.9%
-0.6% -1.5% -1.5%
-0.6% 0.6%
-0.6% -8.3% -4.9% -4.9% -8.3%
-1.5%
-0.6% -1.5%
-0.7%
-1.6% -8.3%
-1.7% -2.0% -8.3%
-0.6%
-0.7%
-2.9%
-1.7% -8.3%
-0.8%
-5.5%
-1.0% -2.3% -4.4%
-5.5% -2.1%
-8.3% 1.8% -1.0% -4.1% -0.9%
-1.2%
-1.2% -0.9%
-8.3%
-1.5%
-8.3% -1.5%
-8.3%
-1.5% -0.1% -0.9% -0.9% -1.0%
-8.3% -1.5%
-1.5% -0.9%
-0.4% -4.1%
-0.6%
-3.6% -0.9%
-1.5% -8.3%
-7.1%
-0.7% -14.4% -1.7% -0.9% -0.9%
-8.3%0.0%
-8.3% -0.3%
-0.3%-14.9% -0.3%
-8.3% -0.3% -0.3%
-1.5%
-2.8% -1.5%
-8.3%-15.6%
-0.3%
-6.2%
-8.3%
-8.3%-0.3% -0.3% -0.3%
-1.5%
-1.5% 0.0%
-0.9% -0.4%
-8.3%
-6.7% -0.3%
-2.7%
-1.1%
-1.1% -0.3% -0.3% -0.4% 0.0% -0.3% -0.9% -0.3% -0.3% -0.5% -0.7% -2.0% -2.0%
-8.3%
-0.7% -4.9% -4.9%
-0.6% -0.7% -0.7% -0.7%
-0.7% -0.7% -0.7% -0.6% -1.5% -1.5% -1.5% -1.5%
-0.7% -0.6% -8.3%
-2.9%
-0.6% -0.6% -2.3% -1.5% -8.3%-5.4%
-0.7%
-2.7%
-2.7% -2.7%
-0.3%
-2.8%
-4.9%
-4.9%
-0.7% -6.8%
-3.3% -1.1%
???
-3.5%
-0.4%
-0.4% -4.1%
-0.7%
-0.7%
-0.4% ??? -0.9% ???
-1.5% -1.5%
-1.9%
-2.7%
-2.7% -2.0% -2.7%
-2.7%
-1.2%
-8.3%
-0.2% -3.4% 4.5% -1.6%
-0.7% -1.0%
-1.1% -1.1%
-1.0%

1.1% -1.2% -1.9%
-5.0%
-4.6% -1.0%
-2.9% -2.7%
-1.5% -2.0% -8.3%
-1.5%

12.91 12.91

13.03 12.97

13.34 13.30

13.30 13.01

12.94 13.05

12.98 13.48

12.82 13.32

12.87 12.92

13.07 13.18

12.98 13.48

12.82 13.32

12.92 12.93

12.34 12.84

12.00 11.50

11.57 12.07

12.98 12.98

12.92 12.83

12.74 12.74

12.88 13.24

13.2412.74

12.74 12.68 13.18

12.84 12.89

12.84 12.90

12.83 12.84

12.79 12.74

12.98 12.98

12.92 12.83

12.83 13.32

12.18 12.74

13.24 12.88

12.74 13.24 12.74

12.68 11.65

11.72 12.82

12.71 13.21

12.84 13.05

13.07 13.57

13.13 13.63

13.01 13.51

13.47 13.31

13.81 13.18

13.07 12.98

12.82 13.44

13.55 12.55

12.72 12.98

12.82 12.35

12.98 13.15 12.65

13.02 12.88 12.38

12.91 12.91

12.49 12.49

13.05 12.90 12.40

12.45 12.95

12.44 12.49

12.93 12.43 12.47

13.08 13.02

13.01 12.87

12.41 12.37

12.35 12.39

12.34 12.84

12.49 12.49

12.31 12.81

12.34 12.38

12.38 12.42

12.88 13.03

13.18 12.65

13.0113.51

12.66 12.49 12.99

11.47 11.97

12.04 11.54

11.69 11.62

11.60 11.69

11.69 11.84

11.45 10.95

11.47 11.54

12.97 12.8813.30

11.60 12.10

11.50 11.57

11.58 10.9311.43

11.10 12.13

12.63 11.82

12.32 11.60

11.45 12.35

13.32 13.38

13.38 13.46

12.96 13.23

13.22 12.72

12.82 13.22

12.81 13.31

13.00 13.15

12.78 12.6113.11

12.7312.56

12.54 12.35

13.04 12.24

12.74 12.85

12.96 12.93

11.78 12.30

12.80 12.46

11.64 11.38

11.37 11.70

12.51 12.28

13.29 12.14

11.96 12.46

12.64 12.05

12.51 -1.5% -8.3%

12.54 12.58

13.04 13.19 -0.9%

12.48 12.50

12.55 12.70
-1.2%
-1.0%
-1.5% -1.8% -0.9%

12.61 13.11

12.58 12.77

12.62 12.75

12.82 -8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%

12.96 13.09 -0.7%
-0.5%

12.97 12.99

12.99 12.98
-1.5%
-1.3%

12.51 -8.3%

12.52 -8.3%

12.53 -8.3%

12.59 -8.3%

12.62 12.61
-0.4%
-0.4% -0.4%
-0.2%
-1.5%
-1.3%

13.11 -1.5%
-1.5% -0.2%

13.09 -5.9%
-0.7%

13.53 12.85

12.68 13.69
-1.5%
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=10' DM-5 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DEMOLITION PLAN - K STREET EW GLH DY K STREET

FRONT STREET
MATCH LINE - SEE DM-4 KEY NOTES GRADING LIMITS (SEE NOTES TO RIGHT). SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN ON THESE PLANS. SEE BEACHFRONT PARK CLEAN CA PROJECT FOR (E) CONC SEAWALL REMOVAL AND IMPROVEMENTS NOT SHOWN ON THESE PLANS REMOVE STORM DRAIN MANHOLE. REMOVE STORM DRAIN PIPE. REMOVE SEWER MANHOLE. REMOVE SEWER LINE. LIMITED SURVEY DATA. REQUIRED MATCH LINE IS BEYOND SURVEY LIMITS. REMOVE WALKWAY OR DRIVEWAY HMA AS DIRECTED BY ENGINEER. 1 23
45 67
8 1
3 2 SEE SHEETS DM-1-3 FOR FRONT STREET DEMOLITION
7 7
4 5
5 4
5 5
1 8 GENERAL NOTES WITHIN THE GRADING LIMITS / SAWCUT LINE: · ALL EXISTING CURB, GUTTER AND SIDEWALK IS TO BE DEMOLISHED. · ALL EXISTING PAVING IS TO BE REMOVED (OR PROCESSED AND STOCKPILED AT CONTRACTORS OPTION). 1. DEMOLISHED ITEMS OR MATERIAL DETERMINED BY THE CITY ENGINEER OR A REPRESENTATIVE THEREOF TO BE SALVAGEABLE SHALL BE DELIVERED TO THE CITY CORPORATION YARD AT 10TH & I STREET. 13 13
13 13
13 13
13 13
104

10.90 FD_MON 3rd & K sd sd CP 202
w w
w
w
w
w
ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas 13
13 13
13 13
13 13
13 104

10.90 FD_MON 3rd & K sd sd CP 202
w w
w
w
w
w
ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas
w w
sd sd sd sd sd sd
w w gas gas
w w
sd sd
w
w ss ss
ss ss

EXIT ONLY

NO RV'S
gas sd
sd
sd sd
sd
sd
WATER
CP 104

CAUTION
sd sd sd sd

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
gas
gas gas gas gas gas
sd sd sd
e
e
e
e e
e
e
e
e
e
e
e e e
sd sd
w w w
w
w
sd
e
e
e e
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss
ss ss ss ss ss ss ss ss
ss ss ss ss ss ss sd sd sd sd sd sd sd sd sd sd
sd
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd w
w
w
w
w
w
w
sd sd sd sd sd sd sd w w w w w w w w gas gas gas gas gas gas w SD SD SD SD SD SD SD SS SS SS SS SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD ss ss ss ss
ss ss SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS GAS GAS JT (OH) JT (OH)

JT (OH) JT (OH) JT (OH)
GAS
GAS
34+00 35+00 36+00 37+00 38+00 39+00 40+00 1+00 2+00 3+00 4+00 5+00 5+75

STOP STOP
XING

PED PED XING
PED

XING XING PED XING
W
W
W
W
W
W
W
W
W
W

W W W W W W W W W W W
W W
W
W ps ps ps ps
w gas
w gasjt
(oh)
jt
(oh) jt (oh) jt (oh) jt (oh) sd sd

NO PARKING

NO PARKING W W

W W PED
jt (oh) jt (oh) jt (oh) ENTER ONLY EXIT ONLY ENTER ONLY EXIT ONLY STOP
W W

W W W W
W
W
W
W
W
W
W W
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=30' SP-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
SITE IMPROVEMENT PLAN EW GLH DY KEY NOTES SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN ON THESE PLANS. SEE BEACHFRONT PARK CLEAN CA PROJECT FOR (E) CONC SEAWALL REMOVAL AND IMPROVEMENTS NOT SHOWN ON THESE PLANS. MATCH AND/OR CONTINUE FRONT STREET IMPROVEMENTS. INSTALL STORM DRAIN IMPROVEMENTS TO EXISTING STORM DRAIN MANHOLE. MATCH EXISTING SIDEWALK OR DRIVEWAY. MATCH EXISTING WALKWAY. LIMITED SURVEY DATA. REQUIRED MATCH LINE IS BEYOND SURVEY LIMITS. REMOVE WALKWAY OR DRIVEWAY HMA AS DIRECTED BY ENGINEER. ADJUST COVER / LID TO GRADE. ADJUST RIM AND CONCRETE COLLAR TO GRADE. TYPE G1 DRAIN INLET. SEE DETAILS ON DD-4. TYPE GO DRAIN INLET. SEE DETAILS ON DD-4. PRECAST STORM DRAIN MANHOLE BOX. RELOCATE GAS LINE BY OTHERS. RELOCATED UTILITY POLE BY OTHERS. NEW SANITARY SEWER WITH MAIN LINE CLEANOUT. SEE DETAILS ON SD-1. 1 23
456
7 8
9101112131415 NEW SEWER LATERALS WITH CONNECTION CLEANOUT AT PROPERTY LINE. SEE DETAILS ON SD-1. CONCRETE CROSSWALK CROSSING. SEE DETAIL 3/RD-1. BANNER POLE - NOT IN CONTRACT. SEE BEACHFRONT PARK CLEAN CA PROJECT. RELOCATE TSUNAMI INFORMATION SIGN. RELOCATE MOORING. VAN ACCESSIBLE PARKING (CONCRETE). 30 FOOT DRIVEWAY. COORDINATE WITH FRONT STREET TRANSIT CENTER RELOCATION PLANS. DOUBLE LIGHT POLE. PERMEABLE PAVEMENT AT ON-STREET PARKING. TRAFFIC STRIPING AND MARKINGS CONTINUE BEYOND THIS SHEET. SEE SS-1 FOR FOR ALL STRIPING AND SIGNAGE. MAINTAIN EXISTING DRIVEWAY WIDTH. INSTALL TEMPORARY CURB AT BACK OF SIDEWALK AND TEMPORARY STRIPING IN THE DRIVEWAY TO BE REMOVED WITH FUTURE FRONT STREET TRANSIT CENTER RELOCATION IMPROVEMENTS. OVERHEAD GATEWAY SIGN LOCATION - NOT IN CONTRACT. SEE BEACHFRONT PARK CLEAN CA PROJECT. 161718192021222324252627 L STREET (HWY 101 S) K STREET (J STREET) 3RD STREET
2ND STREET

FRONT STREET
5X-1
3X-1
3 1
1 4
5 5
7 7
5 7
6 6
6 7
7 7
7 7
5 9
8 8 10 11 11 11 11 11 10 11 11 11 11 12 12 12 12 12 13 13 13 13 14 15 15 16 16 17 17 17 2 5 19 20
5 21 22 22 232424 21 1818181818181825
5 5
5 6 22 26
6 PLAY STREET 27 181818181818 18
1X-1
4X-1
6 2X-1
w ss sd sd sd sd sd sd sd sd sd
w
w
w
w
gas gas gas
w
w sd sd sd sd
w
w w w sd
ss EXIT ONLY

NO RV'S
gas
gas
sd sd
sd
sd sd
ss

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
gas
gas gas gas gas gas gas gas gas sd sd sd sd ss
ss ss
e
e
e
e
e
e
e
e
e
e
e
e
e e e e e sd sd sd
w
w
w
w
w w sd
e
e e e
ss ss ss ss ss ss ss
sd sd
sd
wsd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd gas gas gas w

SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD
SD SD
SD SD G1 DI 2

SD SD SD

GAS GAS GAS GAS GAS
JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) SDMH 2 SDMH 1 GO DI 3 GO DI 2 GO DI 1 SDMH 3 SDMH 5 GO DI 9 GO DI 8 GO DI 7 GO DI 6 34+00 35+00 36+00 37+00 38+00 39+00 4+00 5+00 5+75 STOP PED
XING
PED
XING
XING
PED SDMH 4

W W W W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ps ps ps
ps ps ps NO PARKING NO PARKING
W
W
W
W
W W
W
W
W
PED N55° 57' 03"E 677.84' jt (oh) jt (oh) jt (oh) jt (oh)

EXIT ONLY STOP
W
W
W
W
W
W W
W
W
W
W
W
W
W W W
W W
W W
W
W
34+00

12.5'
' 34+25

12.4'
' 34+50

12.3'
' 34+75

12.2'
' 35+00

12.2'

12.99'
35+25

12.1'

12.92'
35+50

12.0'

12.84'
35+75

12.0'

12.85'
36+00

11.9'

12.92'
36+25

11.9'

13.00'
36+50

11.8'

13.07'
36+75

11.8'

13.15'
37+00

11.9'

13.55'
37+25

12.0'

13.38'
37+50

12.0'

13.03'
37+75

12.0'

12.61'
38+00

11.9'

12.24'
38+25

11.8'

12.08'
38+50

11.8'

11.92'
38+75

11.7'

11.75'
39+00

11.6'

11.42'
39+25

11.7'

11.43'
39+50

11.7'

11.44'
39+75

11.5'

11.44'
STA:34+87.44
ELEV:13.04'
STA:35+61.47
ELEV:12.81'
STA:36+78.11
ELEV:13.16'
STA:36+88.11
ELEV:13.31'
STA:37+08.11
ELEV:13.71'
STA:37+28.11
ELEV:13.31'
STA:37+38.11
ELEV:13.16' -0.32%
STA:38+99.77
ELEV:11.31'
STA:39+77.00
ELEV:11.44' -0.30% -1.58%
-2.00%
-2.00% -1.58% -0.98% -0.03%
STA:37+96.08
ELEV:12.26'
STA:37+48.16
ELEV:13.06' -1.66% -0.64%
STA:38+76.74
ELEV:11.74' -1.40%
0 4
8121620
0 4
8121620
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 H: 1"=20' V: 1"=4' PP-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

PLAN & PROFILE - FRONT STREET EW GLH DY FRONT STREET

K STREET
L STREET (HWY 101 S) FINISH GROUND AT CENTERLINE EXISTING GROUND AT CENTERLINE 13 13
13 13
13 13
13 13 sd sd sd
sd sd
sd sd
w w w w
w
w
w w w w
w
w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas 13
13 13
13 13
13 13
13 sd sd sd
sd sd
sd sd
w w w w
w
w
w w w w
w
w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas
sd sd sd sd sd EXIT ONLY sd sd
sd sd sd
sd
gas gas gas gas
e
e
e e e
ss ss ss ss ss ss ss ss ss
sd sd sd sd sd sd sd sd sd sd sd sd sd sd
sd sd w w SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD ss ss ss ss ss
ss ss SD SD SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS JT (OH) JT (OH) JT (OH) JT (OH)

JT (OH) JT (OH) JT (OH) JT (OH)
GAS
GAS SDMH 2 SDMH 3 SDMH 7 SDMH 6 GO DI 7 GO DI 6 GO DI 5 GO DI 4 G1 DI 1 36+00 37+00 38+00 1+00 2+00 3+00 4+00 5+00 5+75

STOP STOP
XING
PED PEDSDMH 4 SDMH 8
W
W
W
W
W
W
W
W
W
W
W

W W W W W W W W
W W
w gas
w
Wgas
W
sd sd
w w jt (oh) jt (oh)
jt
(oh)
jt
(oh) jt (oh) jt (oh) jt (oh) jt (oh) sd sd sd
w w sd sd

NO PARKING W W W W
W
W STA:1+57.43 OFF:16.72' R STA:1+67.73 OFF:6.90' R STA:1+86.96 OFF:21.96' L STA:5+35.37 OFF:6.89' R STA:1+96.85 OFF:32.05' L BEGIN ALIGNMENT N:2529486.48 E:5962851.56 S34° 02' 57"E 475.00' N55° 57' 03"E 677.84' ENTER ONLY EXIT ONLY ENTER ONLY EXIT ONLY

W W W W W
W
W
W W
W
W
W
0 4
8121620
0 4
8121620
1+00
'
' 1+25

12.9'

12.93'
1+50

13.1'

13.25'
1+75

13.2'

13.10'
2+00

13.0'

12.96'
2+25

12.7'

12.87'
2+50

12.6'

12.76'
2+75

12.8'

12.90'
3+00

12.7'

12.97'
3+25

12.7'

13.03'
3+50

12.7'

12.96'
3+75

12.7'

12.89'
4+00

12.6'

12.86'
4+25

12.6'

13.02'
4+50

12.5'

13.19'
4+75

12.0'

13.65'
5+00

11.6'

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 H: 1"=20' V: 1"=4' PP-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

PLAN & PROFILE - K STREET EW GLH DY K STREET
2ND STREET

FRONT STREET FINISH GROUND AT CENTERLINE EXISTING GROUND AT CENTERLINE APPROXIMATE GAS LINE RELOCATION, TYP t t t t t t
t
gas gas gas gas gas
w
w
w
w
w
w
w
w
w
w sd sd sd sd sd sd sd sd sd sd sd sd sd sd
w w w w w w w
w
w sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd ss ss ss ss ss ss ss ss ss ss ss
e
e
e
e
e
e
e
e
e
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w w w w w w w w
w w w w

12.1 EP 13.0
EP 13.0
EP 12.3
EP 12.0
EP 12.1
EP 12.2
EP 12.1

12.4 ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd w w w gas gas gas gas gas gas gas gas gas gas
w
w
w
w
w
w w w SD SD SD 34+00 35+00 W
XING
W
W
W
ps ps ps
ps ps ps ps
PED 13.03 TC, PC STA:34+47.81 OFF:14.13' R ELEV: 13.27' MIN HMA SAWCUT STA:34+87.38 OFF:10.00' R ELEV: 12.83' MIN HMA SAWCUT STA:34+21.79 OFF:10.00' R ELEV: 12.99' TC STA:34+40.36 OFF:33.75' L ELEV: 13.85' END CURB CUT, A2-6 TC STA:34+28.78 OFF:18.13' L ELEV: 13.25' TC, DW CC STA:34+38.26 OFF:18.13' L ELEV: 12.76' TC, END DW CC STA:34+81.26 OFF:18.13' L ELEV: 13.07' MIN HMA SAWCUT STA:34+87.52 OFF:14.01' L ELEV: 12.75' TC, GB, END A1-6 (BSW), END A1-8 (DW) STA:34+43.14 OFF:33.75' L ELEV: 13.85' MIN HMA SAWCUT STA:34+23.17 OFF:58.61' L ELEV: 12.07' MATCH (E), BEG RAISED A1-6 TC STA:34+21.79 OFF:27.63' L ELEV: 13.53' END A1-6 TC STA:34+76.00 OFF:33.75' L ELEV: 13.74' MIN HMA SAWCUT STA:34+46.57 OFF:68.64' L ELEV: 12.24' MIN HMA SAWCUT STA:34+54.88 OFF:68.63' L ELEV: 12.24' ELEV: 11.74' SAWCUT (E) CURB STA:34+23.18 OFF:55.27' L ELEV: 12.60' SAWCUT (E) CURB STA:34+21.79 OFF:28.13' L ELEV: 13.53' MIN HMA SAWCUT STA:34+21.79 OFF:14.00' L ELEV: 12.91' SAWCUT, MATCH (E) TC CC STA:34+21.79 OFF:18.13' L ELEV: 12.78' TC STA:34+28.79 OFF:27.63' L ELEV: 13.88' TC, GB STA:34+30.56 OFF:27.63' L ELEV: 13.88' MATCH (E) TC, BEG A1-8 CURB STA:34+23.18 OFF:55.77' L ELEV: 12.60' APPROX FOOTING CORNER STA:34+35.46 OFF:31.28' L ELEV: 13.86' MIN HMA SAWCUT STA:34+11.79 OFF:10.00' R ELEV: 13.03' MIN HMA SAWCUT STA:33+97.04 OFF:10.00' R ELEV: 13.15' TC, END GUTTER PAN TRANS STA:34+23.79 OFF:18.13' L ELEV: 12.91' TC, DW CC STA:34+43.26 OFF:18.13' L ELEV: 12.74' TC, DW CC STA:34+73.26 OFF:18.13' L ELEV: 12.64' TC, DW CC STA:34+78.26 OFF:18.13' L ELEV: 12.62' TC, BEG DW CC STA:34+35.26 OFF:18.13' L ELEV: 13.23' TC, PC STA:34+73.39 OFF:52.46' L ELEV: 13.11' TCSTA:34+43.14 OFF:55.77' L ELEV: 13.00' DW, WW STA:34+43.26 OFF:23.63' L ELEV: 13.20' DW, WW STA:34+73.26 OFF:23.63' L ELEV: 13.09' TC, PT STA:34+77.12 OFF:53.45' L ELEV: 13.15' SAWCUT (E) CURB STA:34+88.08 OFF:34.03' L ELEV: 13.33' MATCH (E) TC, END A1-8 CURB STA:34+87.94 OFF:34.53' L ELEV: 13.33' TC, GB, BEG A1-6 (BSW), BEG A1-8 (DW) STA:34+73.39 OFF:33.75' L ELEV: 13.74' BSW STA:34+76.13 OFF:33.63' L ELEV: 13.24' BSW STA:34+84.93 OFF:28.13' L ELEV: 13.21' BSW STA:34+40.39 OFF:33.63' L ELEV: 13.36' MIN HMA SAWCUT STA:34+76.45 OFF:58.91' L ELEV: 12.38' MIN HMA SAWCUT STA:34+90.38 OFF:34.54' L ELEV: 12.82' RAISED TC, A2-6 (TRAFFIC), A1-6 (WALK) STA:34+21.91 OFF:14.13' R ELEV: 13.36' TC CC, HP GB STA:34+11.79 OFF:14.13' R ELEV: 12.89' TC, CC STA:34+21.79 OFF:14.12' R ELEV: 12.86' RAISED TC, A2-6 (TRAFFIC), A1-6 (WALK) STA:34+11.66 OFF:14.13' R ELEV: 13.39' TC, BEG GUTTER PAN TRANS STA:34+09.81 OFF:14.22' R ELEV: 13.22' TC, END GUTTER PAN TRANS STA:34+23.79 OFF:14.13' R ELEV: 13.35' RAISED TC, PT STA:34+11.17 OFF:14.13' R RAISED TC, A2-6 (TRAFFIC), A1-6 (BIKE) STA:34+01.39 OFF:22.05' R ELEV: 13.02' TC, END CC STA:34+01.23 TC, PT STA:34+54.88 OFF:17.05' R ELEV: 12.99' TC, END A2-6 (ROAD), BEG CC A1-8 (PARKING) STA:34+60.00 OFF:22.17' R ELEV: 12.23' TC, POC, BEG A2-6 (ROAD), BEG A1-8 (PARKING) STA:34+83.36 OFF:18.09' R ELEV: 12.90' TC, GB, PT STA:34+87.32 OFF:14.13' R ELEV: 13.12' EP, DW, BSW STA:34+43.26 OFF:33.63' L ELEV: 13.35' EP, DW, BSW STA:34+73.26 OFF:33.63' L ELEV: 13.24' -2.0%
-2.0% -6.4% -0.4%
-2.0%
-3.5%
-2.0%
-2.0% -0.3%
-2.0% -0.3%
-8.9%
-0.3%
-1.4% -14.9%
-1.5%
-1.4%
-8.3% -0.4% -0.4%
-1.5%
-1.5% -3.8%
-3.4% -0.4%
-8.3%
-4.9%
-8.3%-0.4% -0.4%
-6.7% -0.4%
-2.0%
-3.8% -0.6%
-0.8% -0.0%
-0.3% -1.6% -0.4%
-1.9% -0.6%
-1.1%
-1.5%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-1.3%
-3.4%
-1.5%
-3.4%
-8.3%
-4.9%
-4.9%
-8.3% -0.4%
-2.5% -0.3%
-3.5%
-6.2%
-0.3%
-1.5%
-1.5% -6.8% -6.8%-0.4% -0.4% -0.4%
-0.2% -0.4% -0.2% -0.3%
-1.5%
-8.3%

12.95 13.0312.99

12.99 12.94

12.62 12.75

12.82 12.55

13.05 13.24

13.74 12.61 13.11

13.35 13.20

12.78 12.78

12.40 13.36

12.24 12.2412.15

12.77 12.75

13.25 12.74

13.24 12.73

13.23 12.72

12.76 12.70

12.74 12.59

12.64 12.58

12.62 12.57

13.07 12.94

12.87 12.91

12.91 12.07

12.39 12.38

13.24 13.21

13.09 13.12

12.40 12.90

12.85 13.02

13.39 13.01

12.84 13.36 12.86

12.89 12.77

13.27 12.66 12.99 12.49

12.92 12.91

12.90 12.88

12.87 12.76

12.74 12.73

12.72 12.71

12.54 13.05

12.91 13.53

13.38 13.88

13.85 13.85

13.74 12.83

13.33 12.51 -1.0% MIN HMA SAWCUT, APPROX (E) HP GB STA:34+54.08 OFF:58.79' L ELEV: 12.51' W
W

12.3 11.7

12.5 sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd MIN HMA SAWCUT STA:34+46.57 OFF:68.64' L ELEV: 12.24' MIN HMA SAWCUT STA:34+54.88 OFF:68.63' L ELEV: 12.24' MIN HMA SAWCUT STA:34+66.50 OFF:89.13' L ELEV: 11.77' MIN HMA SAWCUT STA:34+76.88 OFF:89.12' L ELEV: 11.74' MIN HMA SAWCUT STA:34+76.88 OFF:93.58' L ELEV: 11.76' MIN HMA SAWCUT STA:34+69.02 OFF:93.59' L ELEV: 11.77' MIN HMA SAWCUT STA:34+79.62 OFF:112.30' L ELEV: 12.30' MIN HMA SAWCUT STA:34+72.95 OFF:112.31' L ELEV: 12.29' MIN HMA SAWCUT STA:34+46.61 OFF:102.90' L ELEV: 12.31' -2.0% -0.0% -0.3%
-2.0% -0.2%
-2.5% -0.2% -0.4%
-1.9% -2.4%
-2.1%
-1.4% -0.3% -0.6%
-2.8%
-1.1%

11.77 12.31

12.29 12.30

11.77 11.76

11.74 12.24

12.24 12.25

12.15 12.27

11.69 EXP. 09/30/26
MATCH LINE SEE DG-2 CONTINUE GRADING SEE DG-6EXISTING ISLAND REMOVAL CONTINUES SEE LEFT EXISTING ISLAND REMOVAL 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY
EP 12.8

12.8 12.8
EP 12.4
EP 12.1

12.2 12.1

12.5 12.4
EP 12.0 EP 12.0
EP 12.1

12.3 12.5

12.5 12.6

12.0 12.0

13.0 13.0

12.9 13.0

13.0 12.9
EP 12.6
EP 12.6 EP 12.6
EP 12.7

12.1 12.4

12.6 e
e
e e e e e e e e sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 35+00 36+00 XING
XING
PED

12.69 12.37

12.37 12.29

12.29 W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

12.65 12.67

12.81 W W W W TC, DI, GB STA:35+59.50 OFF:18.13' L ELEV: 12.79' TC, DI, GB STA:35+59.50 OFF:14.13' R ELEV: 12.87' TC, DI, GB STA:35+63.45 OFF:14.13' R ELEV: 12.87' TC, DI, GB STA:35+63.45 OFF:18.13' L ELEV: 12.79' EP, BEG CONC BIKE LANE, BEG A2-6 (TRAFFIC), BEG A1-6 (BIKE) STA:36+51.09 OFF:22.17' R ELEV: 12.30' (E) CURB & HMA, STA:36+54.60 (E) CURB & HMA, STA:36+53.71 OFF:68.85' L ELEV: 12.85' MIN SAWCUT, MATCH (E) WW STA:35+73.62 OFF:29.34' L ELEV: 12.93' MIN HMA SAWCUT TC, GB, PC STA:36+31.80 OFF:15.83' R TC, GB, PC STA:36+31.09 OFF:14.13' R ELEV: 13.11' TC, POC, END A2-6 (ROAD), END A1-8 (PARKING) STA:36+32.09 OFF:15.13' R ELEV: 13.06' MIN SAWCUT, MATCH (E) WW STA:35+57.22 OFF:29.35' L ELEV: 12.93' BSW, WW STA:35+73.62 OFF:28.13' L ELEV: 12.96' BSW, WW STA:35+57.22 OFF:28.12' L ELEV: 12.93' BSW STA:35+63.45 OFF:28.12' L ELEV: 12.92' BSW STA:35+59.50 OFF:28.12' L ELEV: 12.92' -0.4% -1.0% -20.8%
-8.3% -0.4%
-2.0% -2.0%
-8.3%
-2.0%
-2.0% -2.0% -0.3% -0.3% -0.3%
-2.8%
-1.5%
-0.4% -0.4% 0.0% -0.4%
-3.2% ??? -0.4% -0.0% -0.4% -0.4% -0.4%
-8.3% 0.0% -0.4%
??? -0.4% -0.4%
-2.7% -0.4%
-1.5%

12.58 12.58

12.50 12.57

12.87 12.87

12.92 12.92

12.78 12.61

13.11 12.56

12.73 12.54 13.04

12.85 12.50

12.96 12.93

12.93 12.93
EXP. 09/30/26
MATCH LINE SEE DG-3
MATCH LINE SEE DG-1 CONTINUE GRADING SEE DG-7
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY

13.0 13.1

13.2 13.1

13.1 13.0

13.0 13.0

13.0 13.0 12.9 13.0

13.3 13.0

13.3 13.4

13.1 13.0

13.6 EP 12.2 FL 12.2
TC 12.8 TC 12.8
FL 12.3 EP 12.4

13.0 13.1

13.1 12.6

12.7 12.5

13.0 13.1

13.2 13.1

13.1 13.0

13.0 13.0

13.0 13.0 12.9 13.0

13.3 13.0

13.3 13.4

13.1 13.0

13.6 EP 12.2 FL 12.2
TC 12.8 TC 12.8
FL 12.3 EP 12.4

13.0 13.1

13.1 12.6

12.7 12.5

13.1 13.1

13.0 EP 12.7 EP 12.7
EP 12.8

12.8 e e e 12.2
e e e sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD
SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT 37+00 4+00 STOP

13.22 13.49

13.39 13.25

12.28 12.28

12.28 W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W N55° 57' 03"E 677.84'

EXIT ONLY

13.16 13.71

13.31 13.16

13.31 13.06
W W W W SAWCUT, MATCH (E) WW, BSW STA:37+48.16 OFF:28.12' L ELEV: 12.82' CC TC, PC STA:37+28.11 OFF:28.12' L ELEV: 12.74' CC TC, PT STA:37+38.11 OFF:18.12' L ELEV: 12.74' CC TC, HP GB STA:37+31.04 OFF:21.05' L ELEV: 12.83' SAWCUT, MATCH (E) WW, BSW STA:37+38.11 OFF:28.12' L ELEV: 12.88' TC, GB STA:37+48.16 OFF:18.12' L ELEV: 12.68' RAISED TC STA:37+38.24 OFF:18.12' L ELEV: 13.24'TC, END GUTTER PAN TRANS STA:37+40.11 OFF:18.12' L ELEV: 13.21' CC TC, PC STA:36+78.11 OFF:18.12' L ELEV: 12.74' TC, WALK GB, BEG RAISED CURB STA:36+62.61 OFF:18.12' L ELEV: 13.18' TC, BEG GUTTER PAN TRANS STA:36+76.11 OFF:18.12' L ELEV: 13.23' FLUSH TC, POC, HP GB STA:36+85.18 OFF:21.05' L ELEV: 12.83' RAISED TC STA:36+88.11 OFF:28.25' L ELEV: 13.24' RAISED A1-6 TC, GB STA:36+72.49 OFF:28.25' L ELEV: 13.46' TC, PT STA:36+63.46 OFF:14.13' R ELEV: 13.21' RAISED TC STA:36+77.99 OFF:14.13' R ELEV: 13.32' CC TC, GB STA:36+78.11 OFF:14.00' R ELEV: 12.82' CC TC, GB STA:36+88.11 OFF:14.00' R ELEV: 12.98' RAISED TC STA:36+88.24 OFF:14.00' R ELEV: 12.98'END GUTTER PAN TRANS, TC STA:36+90.11 OFF:14.13' R ELEV: 13.51' BEG GUTTER PAN TRANS, TC STA:37+26.11 OFF:14.13' R ELEV: 13.51' RAISED TC STA:37+27.99 OFF:14.13' R ELEV: 13.48' CC TC, GB STA:37+28.11 OFF:14.13' R ELEV: 12.98' CC TC, GB STA:37+38.11 OFF:14.13' R ELEV: 12.82' RAISED TC STA:37+38.24 OFF:14.13' R ELEV: 13.32' END GUTTER PAN TRANS, FL STA:37+40.11 OFF:14.04' R FL ELEV: 12.76' TC, PT STA:37+46.33 OFF:17.06' R ELEV: 13.05' EP, BEG CONC BIKE LANE, BEG A2-6 (TRAFFIC), BEG A1-6 (BIKE) STA:36+51.09 OFF:22.17' R ELEV: 12.30' TC, HP GB STA:37+08.11 OFF:14.13' R ELEV: 13.81' SAWCUT (E) CURB & HMA, MATCH TC STA:36+54.60 OFF:52.36' L ELEV: 13.18' CC TC, PT STA:36+88.11 OFF:28.12' L ELEV: 12.74' BEG GUTTER PAN TRANS, TC STA:36+76.11 OFF:14.13' R ELEV: 13.30' RAISED TC STA:36+51.39 OFF:22.05' R SAWCUT (E) CURB & HMA, MATCH TC STA:36+53.71 OFF:68.85' L ELEV: 12.85' FLUSH A1-6 TC, GB STA:36+62.61 OFF:28.25' L ELEV: 13.32' FLUSH A1-6 TC, GB STA:36+72.61 OFF:38.12' L ELEV: 13.38' RAISED A1-6 TC, GB STA:36+82.74 OFF:28.25' L ELEV: 13.31' FLUSH A1-6 TC, GB, END LS ISLAND STA:36+82.74 OFF:38.12' L ELEV: 13.22' TC, END GUTTER PAN TRANS STA:36+88.11 OFF:30.12' L ELEV: 13.22' BSW, LANDING STA:36+72.61 OFF:28.12' L ELEV: 12.96' RAISED TC STA:36+72.61 OFF:18.12' L ELEV: 13.22' MIN DW, WW STA:36+82.61 OFF:51.26' L ELEV: 13.04' BSW, EP STA:36+72.61 OFF:69.26' L ELEV: 13.03' TC, END LS ISLAND STA:36+88.11 OFF:38.13' L ELEV: 13.15' MIN DW, WW STA:36+82.61 OFF:69.26' L ELEV: 12.88' TC, DW CC STA:36+88.11 OFF:69.26' L ELEV: 12.42' RAISED TC STA:36+77.99 OFF:18.12' L ELEV: 13.24' TC, GB, PC STA:36+31.80 OFF:15.83' R TC, GB, PC STA:36+31.09 OFF:14.13' R ELEV: 13.11' TC, POC, END A2-6 (ROAD), END A1-8 (PARKING) STA:36+32.09 OFF:15.13' R ELEV: 13.06' BSW, EP STA:36+72.61 OFF:51.26' L ELEV: 13.19' TC, DW CC STA:36+88.11 OFF:51.26' L ELEV: 12.58' TC, DW CC STA:36+88.11 OFF:46.26' L ELEV: 12.62' TC, BEG DW CC STA:36+88.11 OFF:43.26' L ELEV: 13.11' TC, PC STA:37+39.25 OFF:14.13' R ELEV: 13.29' TC, PC STA:36+56.39 OFF:17.05' R ELEV: 12.99' TC, POC, BEG A2-6 (ROAD), BEG A1-8 (PARKING) STA:37+74.76 OFF:18.09' R ELEV: 12.51'

13.35 13.19

12.90 12.83 -0.8%
-8.4%
-4.9%
-4.9% -4.9% -8.3%
-2.0%
-1.6% -2.0%-2.0% -2.0%-2.0%
-2.0%
-4.9% -4.9% -8.3%
-4.9%
-8.3%
-1.5% -1.5%
-0.6%
-1.1%
-1.1%
-1.5% -3.6% -1.5% -0.4% -1.6% -2.0% -1.5% -1.5%
-1.5%
-2.0%
-2.0%
-1.6%
-1.0%
-8.3%
-4.9% -1.6%
-4.9%
-8.3% -1.7%
-2.0%
-2.0% -2.0%
-2.0%
-2.0%
-2.0%
-2.0%
-2.0% -1.6% -0.3% -5.5% -0.8% -0.6%
-1.2%
-1.9%
-2.9%
-8.3%
-4.9%
-4.9%
-8.3% -0.6%
-1.5% -1.6%
-8.3%
-8.3% -1.7%
-2.0%
-2.9% -1.7%
-8.3% -0.8% -5.5% -1.0%
-2.3%
-4.4% -2.1% -5.5% -8.3% 1.8%
-4.1%
-1.0%
-0.9%
-1.2%
-1.2%
-0.9% -8.3% -1.5% -8.3% -1.5% -8.3%
-0.1%
-0.9% -0.9%
-1.0% -1.5%
-0.9% -0.4%
-4.1%
-0.6% -3.6%
-0.9% -1.5% -8.3%
-7.1%-0.7%
-14.4% -1.7%
-0.9% -0.9% -8.3%

0.0% -8.3% -1.5%

0.0%
-0.9% -8.3%
-2.7%
-1.1%
-1.1%

0.0%
-0.9%
-0.5% -0.7% -2.0% -2.0%
-8.3%
-8.3%
-2.7%
-2.8% -3.5% -0.4%
-4.1%
-0.9%
??? -1.5%
-1.5%
-2.7%
-2.0%
-1.5%
-2.0%

13.34 13.30

13.30 13.01

12.98 13.48

12.82 13.32

12.87 12.92

13.07 13.18

12.98 13.48

12.82 13.3212.92

12.93 12.98

12.98 12.92

12.83 12.74

12.74 12.88

13.24 13.24

12.74 12.74

12.68 13.18

12.84 12.84

12.89 12.90

12.83 12.84

12.79 12.74

12.98 12.98

12.92 12.83

12.83 13.32

12.18 12.74

13.24 12.88

12.74 13.24

12.74 12.68

12.82 12.71

13.21 12.84 13.05

13.01 13.51

13.47 13.31

13.81 13.18

13.07 12.98

12.82 12.55

12.98 12.72

12.82 12.35

12.98 13.15

12.65 13.02

12.88 12.38

12.91 12.91

12.49 12.49

12.49 12.31

12.81 12.34

12.38 12.38

12.42 12.88

13.03 13.18

12.65 13.01

13.51 12.6612.49 12.99

12.97 12.88

13.30 12.35

13.32 13.38

13.38 13.46 12.96

13.23 13.22

12.72 12.82

13.22 12.81

13.31 13.00

13.15 12.78

12.61 13.11

12.56 12.73

12.54 13.04

12.51 13.29

12.14 12.05

12.51 -1.5% -8.3%

12.54 12.58

13.04 13.19
-0.9%

12.70 12.55

12.5012.48
-1.2%
-1.0% -1.5%
-0.9% -1.8%

12.61 13.11

12.77 12.58

12.62 12.75

12.82 -8.3% -8.3% -8.3% -8.3% -8.3% -8.3%
-5.9%
-0.7% END TC STA:36+72.48 OFF:69.38' L ELEV: 13.53'

13.53 12.85

12.68 END TC STA:36+72.48 OFF:51.14' L ELEV: 13.69'

13.69-1.5%
EXP. 09/30/26
MATCH LINE SEE DG-2
MATCH LINE SEE DG-4 CONTINUE GRADING SEE DG-8
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-3 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
DETAIL GRADING - FRONT STREET EW GLH DY CONTINUE GRADING SEE DG-13

12.5 12.5

12.4 13.0

13.6 12.5

12.5 12.5

12.5 12.4

13.0 13.6 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) 38+00 39+00 XING
W
PED

W W W W

11.28 10.90

11.40 10.90

11.40 W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

W W W W

11.42 N55° 57' 03"E 677.84' jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)

12.26 11.74 TC, DI, GB STA:38+97.80 OFF:18.12' L ELEV: 11.40' TC, DI, GB STA:39+01.75 OFF:18.13' L ELEV: 11.40' SAWCUT, MATCH (E) WW, BSW STA:37+96.08 OFF:28.12' L ELEV: 12.42' TC, GB STA:37+96.08 OFF:18.12' L ELEV: 12.28' BIKE LANE TC, GB SAWCUT, MATCH (E) WW, BSW STA:38+42.13 OFF:28.12' L ELEV: 12.07' SAWCUT, MATCH (E) WW, BSW STA:38+55.62 OFF:28.12' L ELEV: 12.02' SAWCUT, MATCH (E) WW, BSW STA:38+76.74 OFF:28.12' L ELEV: 11.90' TC, GB STA:38+76.74 OFF:18.12' L ELEV: 11.76' TC, POC, BEG A2-6 (ROAD), BEG A1-8 (PARKING) STA:37+74.76 OFF:18.09' R ELEV: 12.51' TC, GB, PT STA:37+78.72 OFF:14.13' R ELEV: 12.64' TC, GB STA:37+96.08 OFF:14.13' R ELEV: 12.36' BEG BIKE LANE TC TC, GB, PC STA:38+46.80 OFF:15.83' R TC, GB, PC STA:38+46.09 OFF:14.13' R ELEV: 12.03' TC, POC, END A2-6 (ROAD), END A1-8 (PARKING) STA:38+47.09 OFF:15.13' R ELEV: 11.93' FL, GB STA:38+76.74 OFF:24.00' R ELEV: 11.09' BIKE LANE TC LANE GB STA:38+99.77 OFF:12.00' R ELEV: 11.18' LANE GB STA:38+76.74 OFF:12.00' R ELEV: 11.50' BEG LANE GB STA:38+66.11 OFF:12.00' R ELEV: 11.57' FL, GB

11.74 -0.8%
-4.9% -2.0% -2.0% -1.7%
-2.0%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3% -0.0%
-1.5%
-1.5% 0.0% -0.0% -1.7% -1.7%
-1.5% -0.6% -0.6% -0.8% -0.6%
-1.5%
-1.5% -0.6% -0.6% -0.8%
-0.9%
-2.0% -2.0%
-2.0% -8.3%
-1.3% -0.3% -0.6% -0.6% -1.4%
-2.0%
-2.0% -0.6% -0.6%

0.3%
-2.0%
-2.0%
-2.7%
-1.5%
-2.0%
-8.3% -1.7%

0.3%

0.3%
-0.2%
-0.2%
-8.3%
-2.0%
-3.5% -0.6% -1.4%
-2.7%
-3.9%
-4.3%

11.54 11.54

11.40 11.40

11.11 11.11

11.26 11.76

11.90 11.48

11.98 12.07

11.73 12.23

12.38 11.78

12.28 12.42

11.39 11.89

12.02 12.14

12.64 12.05

12.51 11.7011.53

12.03 11.54

11.71 11.54 12.04

12.03 11.86

12.36 11.57

11.50 11.18
EXP. 09/30/26
MATCH LINE SEE DG-3
MATCH LINE SEE DG-5 CONTINUE GRADING SEE DG-9
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-4 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY
w
w
w
w
w
w
w
w
w
w
w SD
SD SD SD SD SD 39+00 40+00 40+28
PED
W W

11.28 10.90

11.40 10.90

11.40 W
W
W
W
W
W
W
W
W
W
W
W
W

11.42 jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) TC, DI, GB STA:38+97.80 OFF:18.12' L ELEV: 11.40' TC, DI, GB STA:39+01.75 OFF:18.13' L ELEV: 11.40' TC, BEG DW CC STA:39+33.55 OFF:18.12' L ELEV: 11.51' TC, DW CC STA:39+36.55 OFF:18.12' L ELEV: 11.06' TC, DW CC STA:39+57.89 OFF:18.12' L ELEV: 11.13' TC, DW CC STA:39+41.55 OFF:18.12' L ELEV: 11.08' TC, DW CC STA:39+62.89 OFF:18.12' L ELEV: 11.15' TC, END DW CC STA:39+65.89 OFF:18.12' L ELEV: 11.62' TC, TRANS TO (E) STA:39+70.05 OFF:18.12' L ELEV: 11.63' MATCH (E), TC STA:39+72.05 OFF:18.13' L ELEV: 11.14' BIKE LANE TC, GB SAWCUT HMA @ CW STRIPE STA:39+78.95 OFF:16.55' L ELEV: 11.25' DW, WW STA:39+57.89 OFF:23.63' L ELEV: 11.59' DW, WW STA:39+41.55 OFF:23.63' L ELEV: 11.53' APPROX SAWCUT (E) HMA DW STA:39+57.89 OFF:35.12' L ELEV: 11.99' APPROX SAWCUT (E) HMA DW STA:39+41.55 OFF:35.12' L ELEV: 11.94' SAWCUT (E) HMA DW STA:39+57.89 OFF:28.12' L ELEV: 11.66' SAWCUT (E) HMA DW STA:39+41.55 OFF:28.12' L ELEV: 11.60' END BIKE LANE TC STA:39+43.24 LANE GB STA:38+99.77 OFF:12.00' R ELEV: 11.18' END LANE GB STA:39+43.36 OFF:12.00' R ELEV: 11.25' FL, GB

11.44 -4.9% -2.0% -2.0% -0.0%
-0.1%
-1.1%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-5.7% -0.3% -0.3%
-1.5%
-1.6% -0.9% -11.5%

0.3%
-8.3% -0.3% -15.6% -0.3%
-4.8% -0.3% -0.3% -0.3%
-8.3%
-0.3% -14.9% 0.3% -0.3%
-6.2%
-6.7% -0.3% -0.3% -0.3% -0.0% -0.2%
-1.5%
-1.5% 0.0% -0.0% -0.3%
-1.5% -4.8%
-1.5% -1.4% -0.0%
-1.8%
-0.9%
-1.5%
-1.3%
-2.0%
-1.5% -0.2%
-4.3%
-3.6%
-2.7%
-1.9% -1.4%
-4.3%

11.47 11.23

11.25 11.14

11.84 11.63

11.13 11.30

11.12 11.62

11.66 11.77

12.00 11.99

11.94 11.60

11.53 11.59

11.11 11.15

11.09 11.13

11.03 11.08

11.02 11.06

11.01 11.51

11.54 11.54

11.40 11.40

11.11 11.11

11.18 11.25
EXP. 09/30/26
MATCH LINE SEE DG-4 CONTINUE GRADING SEE DG-10
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-5 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY
CP 34 sd sd sd sd sd sd
t t t t t t t t t t t t t t t
gas gas gas gas gas gas gas gas gas gas gas gas gas
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w sd sd sd sd sd sd sd sd sd sd sd sd sd sd
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w
w sd sd sd sd sd sd
gas
gas
gas
gas
gas
gas
gas gas gas gas gas gas gas sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd ss ss ss ss ss ss
e e e e e
e e
e
e
e
e
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e e e e e e e e e e e e e e e e e e e e e e e e e sd sd sd sd sd sd sd sd sd sd sd sd sd w
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gas
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w w w w w w w w w w w w w w w SD SD SD 34+00 35+00 W
XING
W
W
W
ps ps ps ps ps ps ps ps ps ps ps ps
ps ps ps ps ps ps ps ps ps ps ps ps NO PARKING PED STOP

13.03 W
W
W TC, PC STA:34+47.81 OFF:14.13' R ELEV: 13.27' MIN HMA SAWCUT STA:34+87.38 OFF:10.00' R ELEV: 12.83' SAWCUT, MATCH (E) WW STA:34+72.72 OFF:70.80' R ELEV: 11.38' MIN HMA SAWCUT STA:34+21.79 OFF:10.00' R ELEV: 12.99' SAWCUT, MATCH (E) WW STA:34+72.72 OFF:60.92' R ELEV: 11.23' END RAISED A1-6 CURB STA:34+98.12 OFF:60.30' R ELEV: 11.41' TC, CC, FLUSH CONC ACC PARKING, BEG A1-6 WALK CURB STA:34+98.17 OFF:60.30' R ELEV: 10.91' TC, GB STA:34+78.08 OFF:40.26' R ELEV: 11.83' CONC ACC PARKING STA:34+78.17 OFF:40.17' R ELEV: 11.33' ELEV: 13.25' TC, DW CC STA:34+38.26 OFF:18.13' L ELEV: 12.76' TC, END DW CC STA:34+81.26 OFF:18.13' L ELEV: 13.07' MIN HMA SAWCUT STA:34+87.52 OFF:14.01' L ELEV: 12.75' MIN HMA SAWCUT STA:34+21.79 OFF:14.00' L ELEV: 12.91' STA:34+21.79 OFF:18.13' L ELEV: 12.78' MIN HMA SAWCUT STA:34+11.79 OFF:10.00' R ELEV: 13.03' MIN HMA SAWCUT STA:33+97.04 OFF:10.00' R ELEV: 13.15' TC, END GUTTER PAN TRANS STA:34+23.79 OFF:18.13' L ELEV: 12.91' OFF:18.13' L ELEV: 12.74' ELEV: 12.64' TC, DW CC STA:34+78.26 OFF:18.13' L ELEV: 12.62' TC, BEG DW CC STA:34+35.26 OFF:18.13' L ELEV: 13.23' MIN HMA SAWCUT STA:33+97.04 OFF:28.17' R ELEV: 12.55' RAISED TC, A2-6 (TRAFFIC), A1-6 (WALK) STA:34+21.91 OFF:14.13' R ELEV: 13.36' TC CC, HP GB STA:34+11.79 OFF:14.13' R ELEV: 12.89' TC, CC STA:34+21.79 OFF:14.12' R ELEV: 12.86' RAISED TC, A2-6 (TRAFFIC), A1-6 (WALK) STA:34+11.66 OFF:14.13' R ELEV: 13.39' RAISED TC STA:34+21.91 OFF:22.05' R ELEV: 13.47' RAISED TC STA:34+11.66 OFF:22.05' R ELEV: 13.50' TC, BEG GUTTER PAN TRANS STA:34+09.81 OFF:14.22' R ELEV: 13.22' TC, END GUTTER PAN TRANS STA:34+23.79 OFF:14.13' R ELEV: 13.35' MATCH (E) A2-6 CURB FL, BEG CC A2-6 (TRAFFIC) STA:34+01.17 OFF:28.17' R ELEV: 12.37' SAWCUT (E) CURB, MATCH (E) TC STA:34+11.16 OFF:60.80' R ELEV: 11.98' SAWCUT (E) CURB, MATCH (E) TC STA:34+34.59 OFF:60.80' R ELEV: 12.20' RAISED TC STA:34+21.91 OFF:28.30' R ELEV: 13.44' RAISED TC STA:34+11.66 OFF:28.30' R ELEV: 13.59' APPROX FOOTING CORNER STA:34+35.46 OFF:31.28' R ELEV: 13.08' RAISED TC, PT STA:34+11.17 OFF:14.13' R ELEV: 13.39' RAISED TC, A2-6 (TRAFFIC), A1-6 (BIKE) STA:34+01.39 OFF:22.05' R ELEV: 13.02' TC, END CC STA:34+01.23 OFF:22.17' R ELEV: 12.52' SAWCUT (E) CURB, (E) RAISED TC STA:34+01.17 OFF:28.30' R ELEV: 12.81' RAISED TC STA:34+11.66 OFF:60.80' R ELEV: 11.98' TC, CC, PC STA:34+01.16 OFF:24.13' R ELEV: 12.47' RAISED TC STA:34+21.91 OFF:60.80' R ELEV: 12.07' MATCH (E) TC, BEG A1-6 (BIKE) STA:34+01.67 OFF:28.30' R ELEV: 12.87' RAISED TC, END A1-6 (BIKE) STA:34+59.87 OFF:22.05' R ELEV: 12.73' TC, PT STA:34+54.88 OFF:17.05' R ELEV: 12.99'RAISED TC, END A1-6 (BIKE), CONT A1-8 (PARKING) STA:34+66.12 OFF:28.30' R ELEV: 12.43' TC, END A2-6 (ROAD), BEG CC A1-8 (PARKING) STA:34+60.00 OFF:22.17' R ELEV: 12.23' TC, CC STA:34+66.00 OFF:28.17' R ELEV: 11.93' MATCH (E) WW STA:34+21.79 OFF:60.92' R ELEV: 11.57' MATCH (E) WW STA:34+11.79 OFF:60.92' R ELEV: 11.48' SAWCUT (E) CURB, MATCH (E) TC STA:34+72.72 OFF:60.30' R ELEV: 11.73' TC, POC, BEG A2-6 (ROAD), BEG A1-8 (PARKING) STA:34+83.36 OFF:18.09' R ELEV: 12.90' TC, GB, PT STA:34+87.32 OFF:22.05' R ELEV: 12.68' TC, GB, PT STA:34+87.32 OFF:14.13' R ELEV: 13.12' -2.0%
-2.0% -6.4%
-3.5%-0.4%
-2.0% -2.7% -1.3%
-1.5% -1.3% -1.3%
-3.5%
-1.5%
-1.5% -2.3%
-3.5%
-2.0%
-2.0% -0.3% -1.3%
-2.0% -0.3% -1.5%
-5.4%
-1.5% -1.3% -14.9%
-8.3% -0.4%
-8.3%
-4.9%
-8.3%-0.4% -0.4%
-6.7%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-3.4%
-8.3%
-4.9%
-4.9%
-8.3% -0.4%
-2.5% -4.8% -7.1%
-1.5%
-2.5%
-2.5% -8.3% -8.3%
-8.3% -1.9%

0.5% -0.3% -1.5% -0.3%
-3.5% -1.3%
-5.0%
-6.2% -6.8%-0.4% -0.4% -0.4%
-8.3%

12.95 11.06

11.41 10.91

11.33 13.0312.99

12.99 12.94

12.62 11.73

12.75 12.55

13.05 12.78

12.78 11.38

12.77 12.75

13.25 12.74

13.24 12.73

13.23 12.72

12.76 12.70

12.74 12.59

12.64 12.58

12.62 12.57

13.07 12.94

12.87 12.91

12.91 11.83

12.18 12.68

13.12 12.40

12.90 12.85

13.02 13.39

13.01 12.84

13.36 12.86

12.89 12.52

13.02 12.98

12.98 13.06

13.07 12.37

12.37 12.47

12.47 12.69

12.87 11.23

12.77 13.27

10.91 10.86 12.66 12.99 12.49

12.40 12.23

12.73 11.93

12.43 12.92

12.91 12.90

12.88 12.87

12.76 12.74

12.73 12.72

12.71 12.54

13.05 W W W W W W W W W

W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
EXP. 09/30/26 CONTINUE GRADING SEE DG-1
MATCH LINE SEE DG-7
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-6 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas gas e
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 35+00 36+00 XING
XING
PED

12.69 12.37

12.37 10.12 10.62

10.12 10.62

12.29 12.29
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

12.65 12.67 NO PARKING

12.81 W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W TC, DI, GB STA:35+63.45 OFF:60.30' R ELEV: 10.62' TC, DI, GB STA:35+59.50 OFF:60.30' R ELEV: 10.62' ELEV: 12.79' TC, DI, GB STA:35+59.50 OFF:14.13' R ELEV: 12.87' TC, DI, GB STA:35+63.45 OFF:14.13' R ELEV: 12.87' ELEV: 12.79' EP, BEG CONC BIKE LANE, BEG A2-6 (TRAFFIC), BEG A1-6 (BIKE) STA:36+51.09 OFF:22.17' R ELEV: 12.30' EP, PERM PAV LIMITS TC, CC, FLUSH CONC ACC PARKING, BEG A1-6 WALK CURB STA:34+98.17 OFF:60.30' R ELEV: 10.91' CONC ACC PARKING, EP, PERM PAV LIMITS STA:35+14.94 OFF:40.17' R ELEV: 10.86' TC, CC, FLUSH CONC ACC PARKING, END A1-6 WALK CURB STA:35+34.94 OFF:60.30' R ELEV: 10.44' CONC ACC PARKING, PERM PAV LIMITS, BEG TRANS TO A2-6 CURB STA:35+32.94 OFF:58.17' R ELEV: 10.48' TC, END CC, BEG TYP A2-6 CURB STA:35+45.67 OFF:60.30' R ELEV: 10.80' EP, PERM PAV, GB STA:35+61.47 OFF:40.17' R ELEV: 10.68' TC, GB STA:35+61.47 OFF:22.05' R ELEV: 11.54' TC, PT STA:36+27.05 OFF:20.58' R ELEV: 12.85' TC, GB, PC STA:36+31.80 OFF:15.83' R ELEV: 13.04' TC, GB, PC STA:36+31.09 OFF:14.13' R ELEV: 13.11' TC, POC, END A2-6 (ROAD), END A1-8 (PARKING) STA:36+32.09 OFF:15.13' R ELEV: 13.06' TC, GB, PC STA:36+23.51 OFF:22.05' R ELEV: 12.74' EP, BEG CONC BIKE LANE, BEG A1-8 (TRAFFIC), BEG A1-6 (BIKE) STA:36+51.09 OFF:28.17' R ELEV: 12.13' -0.4% -1.0% -0.7% -20.8%
-8.3% -0.4%
-2.0% -2.0%
-1.5%
-8.3%
-2.0%
-2.0% -2.0%
-2.0%
-8.3%
-1.5%
-1.5% -1.3% -1.3% 0.0% -0.7%
-8.3%
-8.3% -1.3%
-1.5% -1.3%
-1.5%
-1.5% -1.3% -0.7% -0.3% -0.3% -1.5% -0.3%
-2.8% -0.4% -0.4%
-8.3% 0.0%
-2.0% -1.3% -1.3% -0.7% -0.7% -0.4% -0.4% -1.5% -0.4% -1.9% -3.4% -3.4% -1.5%
-1.5%
-2.0% -1.3% -0.4%
-2.7%
-2.7% -1.2%
-5.0%

12.58 12.58

11.04 12.50

12.57 10.33

10.33 10.62

10.62 10.47

10.76 11.06

10.59 10.76

10.30 10.80

11.41 10.91

12.87 12.87

11.54 12.87

12.87 10.68

10.94 10.91

10.86 10.48

12.78 12.61

13.11 12.56

12.73 12.54

12.35 13.04

12.24 12.74

12.85 12.50
W
EXP. 09/30/26
MATCH LINE SEE DG-8
MATCH LINE SEE DG-6CONTINUE GRADING SEE DG-2
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-7 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY
sd sd sd sd sd sd sd EXIT ONLY sd sd sd sd sd sd sd
sd
sd gas gas gas gas gas gas gas gas gas gas
502

10.89 FOUND MAG

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD SD SD SD SD SD

SD SD SD SD
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS 37+00
5+00

13.22 13.49

13.39 13.25
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W N55° 57' 03"E 677.84'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

W W W W W

13.16 13.71

13.31 13.16

13.31 13.06
W
W
W
W W W W W W W W W W W W END RAISED A1-6 CURB STA:37+38.24 OFF:60.17' R ELEV: 12.00' END RAISED A1-6 CURB STA:37+27.99 OFF:60.17' R ELEV: 12.07' MATCH WALKWAYS, WALK A1-6 TC STA:37+28.11 OFF:60.30' R ELEV: 11.57' MATCH WALKWAYS, WALK A1-6 TC STA:37+38.11 OFF:60.30' R ELEV: 11.50' BSW, HP GB STA:37+08.11 OFF:70.80' R ELEV: 11.84' CC TC, PT STA:37+38.11 OFF:18.12' L ELEV: 12.74' OFF:21.05' L ELEV: 12.83' OFF:18.12' L ELEV: 12.68' ELEV: 13.24'TC, END GUTTER PAN TRANS STA:37+40.11 OFF:18.12' L ELEV: 13.21' CC TC, PC STA:36+78.11 OFF:18.12' L ELEV: 12.74' TC, WALK GB, BEG RAISED CURB STA:36+62.61 OFF:18.12' L ELEV: 13.18' TC, BEG GUTTER PAN TRANS STA:36+76.11 OFF:18.12' L ELEV: 13.23' FLUSH TC, POC, HP GB STA:36+85.18 OFF:21.05' L ELEV: 12.83' TC, PT STA:36+63.46 OFF:14.13' R ELEV: 13.21' RAISED TC STA:36+77.99 OFF:14.13' R ELEV: 13.32' CC TC, GB STA:36+78.11 OFF:14.00' R ELEV: 12.82' CC TC, GB STA:36+88.11 OFF:14.00' R ELEV: 12.98' RAISED TC STA:36+88.24 OFF:14.00' R ELEV: 12.98'END GUTTER PAN TRANS, TC STA:36+90.11 OFF:14.13' R ELEV: 13.51' TC, GB STA:36+77.99 OFF:22.05' R ELEV: 13.44' TC, GB STA:36+88.24 OFF:22.05' R ELEV: 13.55' TC, GB STA:37+27.99 OFF:28.30' R ELEV: 13.63' TC, GB STA:37+38.24 OFF:28.30' R ELEV: 13.57' BEG GUTTER PAN TRANS, TC STA:37+26.11 OFF:14.13' R ELEV: 13.51' RAISED TC STA:37+27.99 OFF:14.13' R ELEV: 13.48' CC TC, GB STA:37+28.11 OFF:14.13' R ELEV: 12.98' CC TC, GB STA:37+38.11 OFF:14.13' R ELEV: 12.82' RAISED TC STA:37+38.24 OFF:14.13' R ELEV: 13.32' END GUTTER PAN TRANS, FL STA:37+40.11 OFF:14.04' R FL ELEV: 12.76' END RAISED A1-6 CURB TC, PT STA:37+46.33 OFF:17.06' R ELEV: 13.05' EP, BEG CONC BIKE LANE, BEG A2-6 (TRAFFIC), BEG A1-6 (BIKE) STA:36+51.09 OFF:22.17' R ELEV: 12.30' WALK A1-6 TC, HP GB STA:37+08.11 OFF:60.30' R ELEV: 11.69' END RAISED A1-6 CURB STA:36+88.24 OFF:60.17' R ELEV: 12.04' END RAISED A1-6 CURB STA:36+77.99 OFF:60.17' R ELEV: 11.97' MATCH WALKWAYS, WALK A1-6 TC STA:36+78.11 OFF:60.30' R ELEV: 11.47' MATCH WALKWAYS, WALK A1-6 TC STA:36+88.11 OFF:60.30' R ELEV: 11.54' MATCH CURBS, END GUTTER PAN, BEG A1-6 WALK CURB STA:36+75.25 OFF:60.30' R ELEV: 11.45' TC, END TYP A2-6 CURB STA:36+72.95 OFF:60.30' R ELEV: 11.43' TC, GB STA:37+69.35 OFF:40.14' R ELEV: 12.11' CONC ACC PARKING STA:37+69.44 OFF:40.05' R ELEV: 11.61' EP, PERM PAV LIMITS STA:36+54.95 OFF:40.17' R ELEV: 11.78' TC, PT STA:36+54.15 OFF:39.19' R ELEV: 12.32' TC, PC STA:36+51.22 OFF:32.12' R ELEV: 12.53' PERM PAV LIMITS STA:36+72.95 OFF:58.17' R ELEV: 11.10' TC, HP GB STA:37+08.11 OFF:14.13' R ELEV: 13.81' BEG GUTTER PAN TRANS, TC STA:36+76.11 OFF:14.13' R ELEV: 13.30' RAISED TC STA:36+51.39 OFF:22.05' R ELEV: 12.80' ELEV: 13.22' TC, PT STA:36+27.05 OFF:20.58' R ELEV: 12.85' TC, GB, PC STA:36+31.80 OFF:15.83' R ELEV: 13.04' TC, GB, PC STA:36+31.09 OFF:14.13' R ELEV: 13.11' TC, POC, END A2-6 (ROAD), END A1-8 (PARKING) STA:36+32.09 OFF:15.13' R ELEV: 13.06' BSW STA:37+40.89 OFF:70.80' R ELEV: 11.64' BSW STA:37+30.75 OFF:70.80' R ELEV: 11.70' MIN SAWCUT, MATCH (E) CONC WALK STA:37+40.75 OFF:78.28' R ELEV: 11.38' MIN SAWCUT, MATCH (E) CONC WALK STA:37+30.67 OFF:78.17' R ELEV: 11.37' TC, PC STA:37+39.25 OFF:14.13' R ELEV: 13.29' TC, PC STA:36+56.39 OFF:17.05' R ELEV: 12.99' EP, BEG CONC BIKE LANE, BEG A1-8 (TRAFFIC), BEG A1-6 (BIKE) STA:36+51.09 OFF:28.17' R ELEV: 12.13' RAISED TC STA:36+51.22 OFF:28.30' R ELEV: 12.63' TC, GB STA:36+77.99 OFF:28.30' R ELEV: 13.54' TC, GB STA:36+88.24 OFF:28.30' R ELEV: 13.61' TC, HP GB STA:37+08.11 OFF:22.05' R ELEV: 13.77' TC, HP GB STA:37+08.11 OFF:28.30' R ELEV: 13.83' TC, POC, BEG A2-6 (ROAD), BEG A1-8 (PARKING) STA:37+74.76 OFF:18.09' R ELEV: 12.51'

13.35 -0.8%
-8.4%
-4.9%
-4.9%
-2.0% -2.0% -2.0%
-2.0%
-4.9%
-4.9%
-8.3%
-1.1% -0.4% -1.6% -2.0% -1.5%
-2.0%
-2.0% -1.1%
-1.6%
-1.0%
-8.3%
-4.9% -1.6%
-4.9%
-8.3% -1.7%
-2.0%
-2.0% -2.0%
-2.0%
-2.0%
-2.0%
-2.0%
-2.0% -1.6% -0.3% -5.5% -0.8% -0.6%
-1.2%
-1.9% -0.6%
-2.9%
-4.9%
-4.9% -0.6%
-1.5%
-1.5% -0.6% 0.6% -0.6%
-8.3%
-4.9%
-4.9%
-8.3% -0.7% -1.6%
-8.3%
-8.3% -1.7%
-2.0% -0.6%
-2.9% -1.7%
-8.3%-5.5% -1.0%
-2.3%
-4.4% -2.1% -5.5%
-1.2% -0.4%
-2.7%
-1.1%
-8.3% -0.7%
-4.9%
-4.9% -0.7% -0.7% -0.7% -0.6% -0.7% -0.7% -0.7% -0.6%
-1.5%
-1.5%
-1.5%
-1.5% -0.7% -0.6%
-8.3%
-2.9% -0.6% -0.6%
-1.5%
-5.4%
-8.3% -0.7%
-2.7%
-2.7%
-2.7%
-2.8%
-4.9%
-4.9% -0.7%
-6.8% -3.3% -1.1% -3.5% -0.4%
-2.7%
-2.0%
-2.7%
-2.7%
-8.3% -0.2%
-3.4%

4.5%
-1.6% -0.7%
-1.0% -1.1% -1.1% -1.0% 1.1%
-1.2%
-1.9% -5.0% -4.6%
-1.0%
-2.9%
-1.5%
-2.0%
-1.5%

13.34 13.30

13.30 13.01

12.94 13.05

12.98 13.48

12.82 13.32

12.87 12.92

13.07 13.18

12.98 13.48

12.82 13.3212.92

12.93 12.34

12.84 12.00

11.50 11.57

12.07 12.98

12.98 12.92

12.83 12.74

13.24 12.74

12.68 13.18

12.84 12.90

12.84 12.79

12.74 12.98

12.98 12.92

12.83 12.18

12.74 13.24

12.68 11.72

11.65 12.71

13.21 12.84 13.05

13.07 13.57

13.13 13.63

13.01 13.51

13.47 13.31

13.81 13.18

13.07 12.98

12.82 13.44

13.55 12.55

12.98 12.72

12.82 12.35

13.01 13.51 12.6612.49 12.99

11.47 11.97

12.04 11.54

11.60 11.62

11.69 11.69

11.69 11.84

11.45 10.95

11.47 11.54

12.97 12.88

13.30 11.60

12.10 11.50

11.57 11.58

10.93 11.43

11.10 12.13 12.63 11.82

12.32 11.60

11.45 12.72

12.82 13.22

12.78 12.61

13.11 12.56

12.73 12.54

12.35 13.04

11.78 12.30

12.80 12.46

11.64 11.38

11.37 11.70

12.51 12.28

13.29 12.14

11.96 12.05

12.51 EXP. 09/30/26
MATCH LINE SEE DG-9
MATCH LINE SEE DG-7CONTINUE GRADING SEE DG-3
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-8 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY
w
e SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD (OH) JT (OH) 38+00 39+00 XING
W
PED

W W W W W W W W W W W W
W
W

10.49 10.49

10.99 10.99

11.28 10.90

11.40 10.90

11.40 W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W

11.42 NO PARKING
W
W
W
W
W
W N55° 57' 03"E 677.84' jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) W
W

12.26 11.74 TC, DI, GB STA:38+97.80 OFF:18.12' L ELEV: 11.40' TC, DI, GB STA:39+01.75 OFF:18.13' L ELEV: 11.40' OFF:18.12' L ELEV: 12.28' END RAISED A1-6 CURB STA:37+89.33 OFF:60.17' R ELEV: 11.88' EP, PERM PAV LIMITS STA:38+69.84 OFF:40.18' R ELEV: 11.06' END RAISED A1-8 CURB STA:38+87.84 OFF:58.05' R ELEV: 11.22' TC, GB STA:39+01.88 OFF:31.04' R ELEV: 10.92' BIKE LANE TC, GB STA:39+00.36 OFF:24.12' R ELEV: 11.07' TC, DI, GB STA:38+97.80 OFF:60.30' R ELEV: 10.99' TC, DI, GB STA:39+01.75 OFF:60.30' R ELEV: 10.99' SAWCUT, MATCH (E) STA:39+03.65 OFF:60.17' R ELEV: 11.00' ELEV: 11.76' TC STA:38+87.79 OFF:60.30' R ELEV: 11.06' TC, GB STA:37+69.35 OFF:40.14' R ELEV: 12.11' CONC ACC PARKING, PERM PAV LIMITS STA:38+06.28 OFF:40.17' R ELEV: 11.37' CONC ACC PARKING STA:37+69.44 OFF:40.05' R ELEV: 11.61' PERM PAV LIMITS STA:38+87.79 OFF:58.17' R ELEV: 10.72' CONC ACC PARKING, PERM PAV LIMITS, BEG TRANS TO A2-6 CURB STA:38+24.23 OFF:58.17' R ELEV: 10.99' TC, CC, FLUSH CONC ACC PARKING, END A1-6 WALK CURB STA:38+26.23 OFF:60.30' R ELEV: 10.95' TC, END CC, BEG TYP A2-6 CURB STA:38+37.01 OFF:60.30' R ELEV: 11.38' TC, CC, FLUSH CONC ACC PARKING, BEG A1-6 WALK CURB STA:37+89.51 OFF:60.30' R ELEV: 11.18' TC, POC, BEG A2-6 (ROAD), BEG A1-8 (PARKING) STA:37+74.76 OFF:18.09' R ELEV: 12.51' TC, GB, PT STA:37+78.72 OFF:22.05' R ELEV: 12.46' TC, GB, PT STA:37+78.72 OFF:14.13' R ELEV: 12.64' TC, GB STA:37+96.08 OFF:14.13' R ELEV: 12.36' BEG BIKE LANE TC STA:38+66.24 OFF:24.12' R ELEV: 11.83' TC, PT STA:38+42.05 OFF:20.58' R ELEV: 12.03' TC, GB, PC STA:38+46.80 OFF:15.83' R ELEV: 12.04' TC, GB, PC STA:38+46.09 OFF:14.13' R ELEV: 12.03' TC, POC, END A2-6 (ROAD), END A1-8 (PARKING) STA:38+47.09 OFF:15.13' R ELEV: 11.93' TC, GB, PC STA:38+38.51 OFF:22.05' R ELEV: 12.07' BEG RAISED A1-8 TC STA:38+66.24 OFF:31.04' R ELEV: 11.69'TC, PT STA:38+69.15 OFF:39.31' R ELEV: 11.57' TC, PC STA:38+66.24 OFF:32.25' R ELEV: 11.68' 4.00' 4.00' DRAINAGE BREAK 12.00' OC FL, GB STA:38+76.74 OFF:24.00' R ELEV: 11.09' BIKE LANE TC STA:38+76.36 OFF:24.12' R ELEV: 11.59' TC, GB STA:38+97.63 OFF:31.04' R ELEV: 10.92' TCSTA:39+01.88 OFF:34.04' R ELEV: 10.92' TC STA:38+97.63 OFF:34.04' R ELEV: 10.92' LANE GB STA:38+99.77 OFF:12.00' R ELEV: 11.18' LANE GB STA:38+76.74 OFF:12.00' R ELEV: 11.50' TC, GB STA:38+76.74 OFF:31.05' R ELEV: 11.44' BEG LANE GB STA:38+66.11 OFF:12.00' R ELEV: 11.57' FL, GB STA:39+00.49 OFF:24.00' R ELEV: 10.57'

11.74 -0.8% 0.6% -0.6%
-1.5% -0.6% -0.6%
-1.0%
-1.5% -0.0%
-1.5% 0.0% -3.8%
-0.3% -0.3%-0.3%
-8.3%
-8.3%
-4.9% -2.0% -2.0%
-2.0% -1.7%
-2.0%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%0.0% -0.0% -0.6% -0.6% -0.6% -1.7%
-2.0% -2.0%
-2.0% -8.3%-0.6% -0.6% -1.4%
-2.0%
-2.0% -0.6% -0.6%
-1.5%
-1.5%
-1.5% -0.6%
-1.5%
-1.5% -0.6% -0.6% -4.0% -4.0% -0.6%
-8.3% -0.6%
-2.6% -0.6%
-1.1%
-2.0% -0.6% -0.6%

0.3%
-1.5% -8.3%
-1.3%
-1.3% -0.4%
-2.3% -0.7% -1.2% -0.6% -0.6%
-1.0%
-2.9%
-2.3%
-2.0%
-2.0%
-2.7% -0.6%
-1.5%
-2.0%
-8.3% -1.7% -0.6%
-2.0% -2.4% -2.2% -2.3%

0.3%

0.3%
-1.5%
-0.2%
-0.2%
-8.3% -2.4% -2.2% -2.2% -2.2% -1.2%
-3.5% -2.0% -2.4%
-2.0% -0.6% -1.4%
-2.7%
-3.9%
-4.3%

11.14 11.14

11.06 11.00

10.50 10.65

10.70 10.99

10.99 10.70

11.06 10.42

10.9210.92

10.92 10.92

10.42 10.66

11.40 11.40

11.11 11.11

11.26 11.76

11.48 11.98

11.73 12.23

11.78 12.28

11.39 11.89

11.18 11.33

11.18 10.95

11.10 10.95

10.88 11.53

11.38 10.99

11.04 11.60

12.10 11.88

10.56 11.06

11.21 10.72

11.22 11.37

11.21 11.56

12.14 11.96

12.46 12.64

12.05 12.51

10.42 10.42

10.56 10.58

10.57 10.55

11.08 10.78

11.07 10.82

10.83 10.79

11.32 11.05

11.33 11.08

11.09 11.06

11.58 11.59

11.33 11.83

11.7011.53

12.03 11.54

11.71 11.54

11.56 12.04

11.57 12.07

12.03 11.86

11.84 12.34

12.36 11.19

11.69 11.31

11.07 11.57

10.93 11.44

11.57 11.50

11.18 EXP. 09/30/26
MATCH LINE SEE DG-10
MATCH LINE SEE DG-8CONTINUE GRADING SEE DG-4
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-9 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w w
e e e e SD
SD SD SD SD SD SD SD SD SD SD SD 39+00 40+00 40+28
PED

W W W W W
W
W
W W

10.49 10.49

10.99 10.99

11.28 10.90

11.40 10.90

11.40 W
W
W
W
W
W
W
W
W
W
W
W
W

11.42 W
W
W
W
W
W
W
W
W
W
W
W jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) TC, DI, GB STA:38+97.80 OFF:18.12' L ELEV: 11.40' TC, DI, GB STA:39+01.75 OFF:18.13' L ELEV: 11.40' TC, BEG DW CC STA:39+33.55 OFF:18.12' L ELEV: 11.51' TC, DW CC STA:39+36.55 OFF:18.12' L ELEV: 11.06' TC, DW CC STA:39+57.89 OFF:18.12' L ELEV: 11.13' TC, DW CC STA:39+41.55 OFF:18.12' L ELEV: 11.08' TC, DW CC STA:39+62.89 OFF:18.12' L ELEV: 11.15' TC, END DW CC STA:39+65.89 OFF:18.12' L ELEV: 11.62' OFF:18.13' L ELEV: 11.14' END RAISED A1-8 CURB STA:38+87.84 OFF:58.05' R ELEV: 11.22' TC, GB STA:39+01.88 OFF:31.04' R ELEV: 10.92' TC, PCC, GB STA:39+59.40 OFF:33.13' R ELEV: 11.68' TC, PT STA:39+60.80 OFF:35.64' R ELEV: 11.61' SAWCUT HMA @ CW STRIPE STA:39+72.35 OFF:39.62' R ELEV: 11.20' BIKE LANE TC, GB STA:39+00.36 OFF:24.12' R ELEV: 11.07' SAWCUT HMA @ CW STRIPE STA:39+78.95 OFF:16.55' L ELEV: 11.25' TC, DI, GB STA:38+97.80 OFF:60.30' R ELEV: 10.99' TC, DI, GB STA:39+01.75 OFF:60.30' R ELEV: 10.99' SAWCUT, MATCH (E) STA:39+03.65 OFF:60.17' R ELEV: 11.00' END BIKE LANE TC STA:39+43.24 OFF:24.12' R ELEV: 11.57' END RAISED A1-8 CURB STA:39+60.22 OFF:37.57' R ELEV: 11.56' TC, GB STA:38+97.63 OFF:31.04' R ELEV: 10.92' TCSTA:39+01.88 OFF:34.04' R ELEV: 10.92' TC STA:38+97.63 OFF:34.04' R ELEV: 10.92' LANE GB STA:38+99.77 OFF:12.00' R ELEV: 11.18' END LANE GB STA:39+43.36 OFF:12.00' R ELEV: 11.25' FL, GB STA:39+00.49 OFF:24.00' R ELEV: 10.57' TC, PC STA:39+43.36 OFF:31.04' R ELEV: 11.46'

11.44 -1.0% -1.3%
-1.5% -0.0%
-1.5% 0.0% -3.8%
-0.3% -0.3%-0.3%
-8.3%
-8.3%
-4.9% -2.0% -2.0%
-2.0%
-2.0% -0.0%
-0.1%
-1.2%
-1.1%
-2.1%
-0.5%
-0.4%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-5.7% -0.3% -0.3% -0.3% -15.6% -0.3% -14.9% 0.3% -0.3% 0.0% -0.3% -0.3% -0.3% -0.0% -0.3% -1.4% -0.7% -0.0% -0.9% -1.2%
-1.8%
-1.4%
-1.5%
-1.3% -0.6% -0.6%
-2.0% -2.2% -2.2% -1.2% -1.2% -1.2% -1.2% -1.2% -1.2% -1.2% -1.5%
-1.5%
-1.3% -0.2%
-4.3%
-3.6%
-2.7%
-1.9% -1.4%
-4.3%

11.14 11.14

11.06 11.00

10.50 10.65

10.70 10.99

10.99 10.70

10.42 10.9210.92

10.92 10.92

10.42 11.18

11.68 11.61

11.11 11.06

11.03 10.74

10.66 10.68

10.69 10.89

11.20 11.47

11.23 11.25

11.14 11.84

11.63 11.13

11.30 11.12

11.62 11.11

11.15 11.09

11.13 11.03

11.08 11.02

11.06 11.01

11.51 11.40

11.40 11.11

11.11 11.22

10.42 10.42

10.56 10.58

10.57 10.55

11.08 10.78

11.07 10.82 11.32

10.70 10.72

10.71 10.69

11.22 11.21

10.84 10.86

10.85 10.83

11.36 11.35

10.98 11.00

10.99 10.97

11.50 11.49

11.07 11.57

11.06 11.56

10.96 11.46

11.18 11.25
EXP. 09/30/26
MATCH LINE SEE DG-9CONTINUE GRADING SEE DG-5
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-10 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DETAIL GRADING - FRONT STREET EW GLH DY

12.8 13.8

13.7 13.7

13.8 13.3

13.3 12.9

12.8 12.5

12.8 13.3

13.4 13.2

13.2 13.0

13.3 13.2

13.4 13
13 13
13 TC 12.5
TC 12.9
TC 12.9
EP 12.5
EP 12.6
EP 12.1 FL 12.0
FL 12.5
FL 12.4
TC 13.1 EP 12.7 FL 12.6 sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd
sd sd sd
w w w w w w w w w w w w
w
w
w
w
w
w
w
w w w w w w
w w w
w
w
w
w
w
w
w
w
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss
ss ss ss ss ss ss ss
w
w jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
ss ss ss ss
gas gas gas
gas
gas gas gas gas gas gas gas

12.8 13.8

13.7 13.7

13.8 13.3

13.3 12.9

12.8 12.5

12.8 13.3

13.4 13.2

13.2 13.0

13.3 13.2

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss
ss ss ss ss ss ss ss SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS

GAS STOP
W
W W

12.92 12.83

12.72 12.35

12.35 13.01
W
W
W
W
W

W W W W W W W W
W
W
W
W
W
W
W
W
W W
R10.00'
R4.31'
gas
gas gas gas gas gas gas gas
w
w
w
w
w
w
w
sd sd sd sd
w w w w sd sd sd sd sd sd jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh)
jt
(oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) sd sd sd sd sd sd sd sd sd sd sd sd sd w w
sd sd sd
gas gas gas R10.00'

13.04 BEGIN ALIGNMENT N:2529486.48 E:5962851.56

13.07 12.92

13.25 12.90

12.90 -8.3%
-4.9%
-4.9% -4.9% -8.3% -8.3%
-8.3%
-1.5%
-1.5%
-0.7% -1.5%
-1.5% -1.5% -6.4% -6.4% -1.4%
-8.5% -0.9%
-0.9%
-0.9% -0.9% -1.0%
-3.3% -1.7% -2.3%
-0.6% -0.9% -1.7%
-4.1% -2.0% -1.3% -0.6% -0.6% -0.1%
-3.0%
-1.5% -8.3%
-1.5% -0.6% -0.6% -0.6% -0.6%
-1.5% -1.2%
-1.5% -0.6%
-2.0%
-2.0% -2.6%
-1.5%
-1.5%
-6.7%
-6.7%
-1.5%

0.5%
-8.3%
-8.3%
-3.5% -0.6% -0.6% -0.6% -0.6% -0.6% -0.6% -0.6% -0.6% -1.5% -6.3%
-8.3%
-8.3%
-4.9%
-4.9%
-8.3% -0.6%
-8.3%
-8.3%
-1.5%

0.3% -0.1% -1.5% -1.4%
-0.4%
-1.5%
-1.5%
-0.4%
-6.9%
-6.9%
-0.3%
-0.3%
-0.3%
-0.4%
-0.4%
-0.3% -0.3%
-1.5% -0.6%
-4.6%
-4.9%
-8.3%
-4.9%
-4.9% -4.9% -8.3% -2.2% -0.6% -0.6%
-6.7%
-7.4%
-0.6% RAISED TC, POC STA:1+56.52 OFF:22.42' L ELEV: 12.92' SAWCUT, MATCH (E) STA:1+24.00 OFF:20.18' L ELEV: 12.59' END TRANS, TC STA:1+26.00 OFF:20.00' L ELEV: 12.63' RAISED TC STA:1+49.62 OFF:22.75' L ELEV: 13.38' RAISED TC STA:1+49.62 OFF:20.00' L ELEV: 13.35' RAISED TC, PC, BEG GUTTER PAN TRANS STA:1+50.00 OFF:20.00' L ELEV: 13.35' CC TC, POC STA:1+56.61 OFF:22.50' L ELEV: 12.42' CC TC, POC STA:1+59.41 OFF:26.66' L ELEV: 12.46' CC TRANS, TC, PT STA:1+60.00 OFF:30.00' L ELEV: 12.74' WW, RAMP STA:1+49.50 OFF:26.88' L ELEV: 12.94' BSW, PC STA:1+45.69 OFF:30.00' L ELEV: 12.98' BSW, PT STA:1+50.00 OFF:34.31' L ELEV: 13.16' SAWCUT, MATCH (E) STA:1+59.94 OFF:36.05' L ELEV: 12.97' BEG TRANS, TC STA:1+60.00 OFF:35.05' L ELEV: 13.04' RADIUS STA:1+45.69 OFF:34.31' L SAWCUT, MATCH (E) STA:1+24.00 OFF:19.93' R ELEV: 13.15' END TRANS, TC STA:1+26.00 OFF:20.00' R ELEV: 13.16' TC, HP GB STA:1+43.87 OFF:20.00' R ELEV: 13.26' MATCH (E) LANDING STA:1+26.00 OFF:29.86' R ELEV: 13.30' BEG BSW TRANS STA:1+73.40 OFF:29.69' R ELEV: 13.23' BSW, GB STA:1+82.82 OFF:29.78' R ELEV: 13.12' DW, WW STA:1+85.00 OFF:25.50' R ELEV: 13.02' FLUSH TC, DW, WW STA:2+00.13 OFF:25.50' R ELEV: 12.93' RAISED TC STA:2+00.13 OFF:20.00' R ELEV: 12.93' RAISED TC STA:2+02.38 OFF:20.00' R ELEV: 12.92' RAISED TC STA:2+07.63 OFF:20.00' R ELEV: 12.89' TC, DI, GB STA:2+13.98 OFF:20.00' R ELEV: 12.39' TC, END DW CC, BEG GUTTER PAN TRANS STA:2+00.00 OFF:20.00' R ELEV: 12.47' CC, TC STA:2+02.50 OFF:20.00' R ELEV: 12.42' CC, TC STA:2+07.50 OFF:20.00' R ELEV: 12.39' TC, DI, GB STA:2+17.98 OFF:20.00' R ELEV: 12.39' FLUSH TC, RAMP STA:2+02.38 OFF:27.50' R ELEV: 12.92' FLUSH TC, RAMP STA:2+07.63 OFF:27.50' R ELEV: 12.89' TC, GB STA:2+08.13 OFF:35.63' R ELEV: 13.50' TC, GB STA:2+01.88 OFF:35.63' R ELEV: 13.54' DW, WW STA:2+17.08 OFF:25.50' R ELEV: 12.85' TC, BEG DW CC STA:1+77.00 OFF:20.00' R ELEV: 13.07' END CC, TC, END GUTTER PAN TRANS STA:1+60.00 OFF:33.35' L ELEV: 13.02' RADIUS STA:1+50.00 OFF:30.00' L TC, DW CC STA:1+80.00 OFF:20.00' R ELEV: 12.59' TC, DW CC STA:1+85.00 OFF:20.00' R ELEV: 12.56' SAWCUT, MATCH (E) STA:1+99.82 OFF:36.05' L ELEV: 12.93' BSW, GB STA:2+10.50 OFF:32.33' L ELEV: 12.93' BSW, GB STA:2+12.33 OFF:30.50' L ELEV: 12.92' LANDING, GB STA:2+12.83 OFF:30.00' L ELEV: 12.92' LANDING, GB STA:2+10.00 OFF:32.83' L ELEV: 12.93' TC, END GUTTER PAN TRANS STA:2+10.00 OFF:20.00' R ELEV: 12.73' SAWCUT (E) CONC STA:2+17.74 OFF:30.55' L ELEV: 13.27' SAWCUT (E) CONC STA:2+12.35 OFF:30.55' L ELEV: 13.28' SAWCUT (E) CONC STA:2+10.55 OFF:32.35' L ELEV: 13.24' SAWCUT (E) CONC STA:2+10.55 OFF:36.04' L ELEV: 13.20' END TRANS, TC STA:1+99.88 OFF:35.05' L ELEV: 12.40' CC TRANS, TC, PC STA:2+00.00 OFF:30.00' L ELEV: 12.80' BEG CC, TC, BEG GUTTER PAN TRANS STA:2+00.00 OFF:31.17' L ELEV: 12.89' RAMP, LANDING STA:2+09.65 OFF:26.82' L ELEV: 12.85' RAMP, LANDING STA:2+06.82 OFF:29.65' L ELEV: 12.86' CC TC, POC STA:2+04.58 OFF:21.60' L ELEV: 12.35' CC TC, POC STA:2+01.60 OFF:24.58' L ELEV: 12.36' TC, END CC, END GUTTER PAN TRANS STA:2+11.17 OFF:20.00' L ELEV: 12.83' CC TRANS TC, PT, BEG GUTTER PAN TRANS STA:2+10.00 OFF:20.00' L ELEV: 12.74' TC, BEG DW CC STA:2+09.08 OFF:20.00' R ELEV: 12.88' TC, DW CC, BEG GUTTER PAN TRANS STA:2+12.08 OFF:20.00' R ELEV: 12.40' TC, DW CC STA:2+17.08 OFF:20.00' R ELEV: 12.39' TC, END GUTTER PAN TRANS STA:2+19.95 OFF:20.00' R ELEV: 12.69' RADIUS STA:2+10.00 OFF:30.00' L BSW, GB STA:2+17.75 OFF:30.00' L ELEV: 12.95' BSW, DW STA:2+17.08 OFF:35.50' R ELEV: 13.00' -0.4%

0.0%
-0.0% -15.9% -0.0%

13.04 12.67

12.84 12.96

12.52 12.52

12.56 13.18

13.03 12.97

12.55 12.60

12.54 12.71

13.04 12.52

12.69 13.02

12.49 12.59

12.74 12.56

12.46 12.46

12.52 12.42

12.92 12.45

12.51 12.94

12.88 13.38

12.35 13.35

12.90 12.8612.86

12.78 12.63

12.85 12.59

12.1212.20

12.3012.13

12.93 13.15

13.27 12.65

12.78 13.30

13.16 12.6612.83

13.37 13.23

12.7312.90

13.40 13.23

13.12 13.26

12.76 12.93

13.54 13.50

13.04 13.00

12.59 13.07

12.57 12.59

12.55 12.56

12.52 12.47

12.43 12.93

12.92 12.42

12.42 12.39

12.39 12.89

12.92 12.92

12.89 12.88

12.85 12.35

12.35 12.69

12.36 12.52

12.53 12.33

12.83 12.33

12.74 12.35

12.35 12.36

12.36 12.85

12.86 12.38

12.80 12.39

12.89 12.40

12.48 12.40

12.90 12.57

12.55 12.48

12.91 12.92

12.92 12.93

12.93 12.92

13.24 13.28

13.09 13.20

13.07 13.03

12.30 12.80

12.95 13.27

12.45 12.46

13.09 12.58

12.39 12.39

13.54 13.00

13.50 12.88

12.73 12.40

12.48 12.54

12.60 12.51 END A1-8 CURB, (FUTURE) DW STA:2+17.08 OFF:35.63' R ELEV: 13.50' -6.1%
-1.5%
-0.0%

13.09 13.08

13.58 BSW, GB STA:1+85.01 OFF:29.80' R ELEV: 13.09' TC, GB STA:2+00.21 OFF:35.63' R ELEV: 13.58' -1.5%
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-11 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
DETAIL GRADING - K STREET EW GLH DY INCREASE SAWCUT AT (E) CONC WALKWAY (LIMIT IF SURVEY DATA) REMOVE (E) WALKWAY AS DIRECTED BY ENGINEER. SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN, NOT PART OF CONTRACT MATCH LINE SEE DG-12 (E) PLANTER REMOVED. EXPAND LANDSCAPE AREA

13.1 13.0

13.0 13.0

12.9 12.9

12.9 13.0

13.0 13.1

13.1 13.2

13.2 13.5

13.3 13.6

13.8 13.3

13.4 13.2

13.2 13.2

13.4 13.2

13.3 13.3

13.2 13.2

12.9 13.2 13
13 13
13 (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)

13.1 13.0

13.0 13.0

12.9 12.9

12.9 13.0

13.0 13.1

13.1 13.2

13.2 13.5

13.3 13.6

13.8 13.3

13.4 13.2

13.2 13.2

13.4 13.2

13.3 13.3

13.2 13.2

12.9 13.2 13
13 13
13 (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)

13.2 13.0

12.6 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SS SS SS

SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) XING

12.34 12.34

12.19 12.19

12.35 12.35
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) S34° 02' 57"E 475.00' ENTER ONLY EXIT ONLY ENTER ONLY

12.90 12.90

12.74 12.89

13.03 -0.1% -0.4%
-3.0%
-2.0% -2.6%
-1.5%
-6.3%
-8.3%
-8.3% -0.6%
-8.3%
-8.3%
-8.3% -1.5%
-0.5% -0.4% -0.5%
-1.5%

0.3% -0.1% -0.6%
-2.0%
-0.4%
-1.5%
-1.5%
-0.4%
-0.3%
-0.4% -0.3%
-1.5% -0.6%
-4.6% -0.3%
-4.9%
-8.3%
-6.9% -0.4% -14.7% -0.4%
-1.5% 0.0%
-1.5% -0.7% -0.5%
-8.3% -1.5%
-8.3% -1.5%
-8.3% -1.5%
-8.3% -1.5% -0.6%
-8.3% -0.3% -0.3%
-1.5% -8.3% -15.6%
-0.3%
-6.2% -0.3%
-8.3% -0.3% -0.3% -0.3% -0.3% -0.4% -0.3% -0.3%
-1.5%
-1.5% -8.3%
-6.2% -15.6%
-0.3%
-0.3%
-6.7%
-8.3% -14.9% -0.3% -0.3% -0.3% -0.3% -0.3% -0.3% -0.3%
-8.3% 0.0%
-1.5%
-1.5% -0.0% -0.6%
-0.5%
-6.7%
-8.3%
-8.3%-0.5% -0.5% -0.5% -0.3% -0.3% -0.4%
-2.0% -0.8% -0.3% -0.3%
-2.0% -2.0%
-1.5%

12.84 12.84

12.69 12.69 RAISED TC STA:2+07.63 OFF:20.00' R ELEV: 12.89' TC, DI, GB STA:2+13.98 OFF:20.00' R ELEV: 12.39' TC, DI, GB STA:2+17.98 OFF:20.00' R ELEV: 12.39' FLUSH TC, RAMP STA:2+07.63 OFF:27.50' R ELEV: 12.89' TC, GB STA:2+08.13 OFF:35.63' R ELEV: 13.50' STA:2+01.88 OFF:35.63' R ELEV: 13.54' DW, WW STA:2+17.08 OFF:25.50' R ELEV: 12.85' SAWCUT, MATCH (E) BSW, GB STA:2+10.50 OFF:32.33' L ELEV: 12.93' BSW, GB STA:2+12.33 OFF:30.50' L ELEV: 12.92' LANDING, GB STA:2+12.83 OFF:30.00' L ELEV: 12.92' TC, END GUTTER PAN TRANS STA:2+10.00 OFF:20.00' R ELEV: 12.73' SAWCUT (E) CONC STA:2+17.74 OFF:30.55' L ELEV: 13.27' SAWCUT (E) CONC STA:2+12.35 OFF:30.55' L ELEV: 13.28' SAWCUT (E) CONC STA:2+10.55 OFF:32.35' L ELEV: 13.24' SAWCUT (E) CONC STA:2+10.55 OFF:36.04' L ELEV: 13.20' RAMP, LANDING STA:2+09.65 OFF:26.82' L ELEV: 12.85' TC, END CC, END GUTTER PAN TRANS STA:2+11.17 OFF:20.00' L ELEV: 12.83' C TRANS TC, PT, BEG GUTTER PAN TRANS STA:2+10.00 OFF:20.00' L ELEV: 12.74' TC, BEG DW CC STA:2+09.08 OFF:20.00' R ELEV: 12.88' TC, DW CC, BEG GUTTER PAN TRANS STA:2+12.08 OFF:20.00' R ELEV: 12.40' TC, DW CC STA:2+17.08 OFF:20.00' R ELEV: 12.39' TC, END DW CC STA:2+55.08 OFF:20.00' R ELEV: 12.92' TC, DW CC STA:2+52.08 OFF:20.00' R ELEV: 12.48' TC, DW, CC, HP GB STA:2+47.08 OFF:20.00' R ELEV: 12.50' DW, WW STA:2+47.08 OFF:25.50' R ELEV: 12.96' TC, BEG DW CC STA:2+80.04 OFF:20.00' R ELEV: 12.86' TC, DW CC STA:2+83.04 OFF:20.00' R ELEV: 12.41' TC, DW CC STA:2+88.04 OFF:20.00' R ELEV: 12.43' TC, END DW CC STA:3+14.04 OFF:20.00' R ELEV: 12.97' TC, DW CC STA:3+11.04 OFF:20.00' R ELEV: 12.50' TC, DW CC STA:3+06.04 OFF:20.00' R ELEV: 12.49' TC, DI, GB STA:2+73.69 OFF:20.00' R ELEV: 12.84' TC, DI, GB STA:2+69.74 OFF:20.00' R ELEV: 12.84' DW, WW STA:2+88.04 OFF:25.50' R ELEV: 12.88' DW, WW STA:3+06.04 OFF:25.50' R ELEV: 12.94' TC, END GUTTER PAN TRANS STA:2+19.95 OFF:20.00' R ELEV: 12.69' TC, DI, GB STA:2+56.17 OFF:20.00' L ELEV: 12.69' TC, DI, GB STA:2+52.23 OFF:20.00' L ELEV: 12.69' TC, HP GB STA:3+24.65 OFF:20.00' R ELEV: 13.01' TC, HP GB STA:3+24.65 OFF:20.00' L ELEV: 13.01' SAWCUT, MATCH (E) WW, BSW, GB STA:3+24.65 OFF:30.00' L ELEV: 13.15' SAWCUT, MATCH (E) WW, BSW, GB STA:3+55.43 OFF:30.00' L ELEV: 13.05' RADIUS STA:2+10.00 OFF:30.00' L TCSTA:3+55.43 OFF:20.00' L ELEV: 12.90' TC, BEG DW CC STA:3+39.86 OFF:20.00' R ELEV: 12.95' TC, DW CC STA:3+42.86 OFF:20.00' R ELEV: 12.49' TC, DW STA:3+47.86 OFF:20.00' R ELEV: 12.47' DW, WW STA:3+47.86 OFF:25.50' R ELEV: 12.93' BSW, GB STA:2+52.23 OFF:30.00' L ELEV: 12.82' BSW, GB STA:2+56.17 OFF:30.00' L ELEV: 12.82' BSW, GB STA:2+17.75 OFF:30.00' L ELEV: 12.95' EP, BSW, DW STA:3+47.86 OFF:35.50' R ELEV: 13.08' BSW, DW, EP STA:2+47.08 OFF:35.50' R ELEV: 13.11' BSW, DW STA:2+17.08 OFF:35.50' R ELEV: 13.00' -0.4% -1.3%

0.0%
-0.0% -15.9% -0.0% -0.4%
-1.2%
-1.5%

12.97 13.50

13.00 12.39 12.89

12.88 12.85

12.35 12.35

13.04 12.96

12.50 12.46

12.48 12.43

12.92 12.42

12.69 12.36

12.52 12.53

12.40 12.33

12.83 12.33

12.74 12.85

12.91 12.92

12.92 12.93

12.93 12.92

13.24 13.28

13.09 13.20

13.07 13.03

12.30 12.80

12.95 13.27

13.04 13.11

13.05 12.90

12.40 13.15

13.01 12.51

12.91 12.77

12.27 12.85

12.71 12.21

12.54 12.54

12.52 12.53

12.97 12.97

13.02 13.03

12.88 12.36

12.86 12.37 12.41

12.38 12.43

13.09 13.10

12.94 12.49

12.44 12.50

12.46 12.97

12.47 12.51

13.01 13.15

12.45 12.95

12.44 12.49

12.93 12.43

12.47 13.08

12.37 12.40

12.39 12.39

13.54 13.00

13.50 13.10

12.88 12.73

12.40 12.54 BSW, (TEMP) DW, EP STA:2+29.08 OFF:35.50' R ELEV: 13.04'

13.09 -0.5% -0.7%
-8.3%

12.59 -8.3%

12.62 12.61
-1.5%

12.63 12.60

12.58 -8.3%
-8.3%
-8.3%
-8.3%
-8.3%

12.55 -8.3%

12.61 -8.3%

12.63 -8.3%

12.64 -8.3%

12.67 -8.3%

13.12 -1.5%
-1.5%
-1.5% BSW, DW, EP STA:3+06.04 OFF:35.50' R ELEV: 13.09' BSW, DW, EP STA:2+88.04 OFF:35.50' R ELEV: 13.03' BSW STA:2+58.75 OFF:30.00' R ELEV: 13.04' BSW STA:2+76.37 OFF:30.00' R ELEV: 12.99' BSW STA:2+85.17 OFF:35.50' R ELEV: 13.02' BSW STA:2+49.95 OFF:35.50' R ELEV: 13.10' BSW STA:3+17.71 OFF:30.00' R ELEV: 13.12' BSW STA:3+08.91 OFF:35.50' R ELEV: 13.10' -0.2% -0.2%
-0.3%
-0.4%

12.99 -1.5%
-1.3%
-1.3%
-0.2%

13.11 -1.5%
-1.5% -0.2%

13.09 SAWCUT, EP, MATCH (E) HMA STA:3+47.86 OFF:37.50' R ELEV: 13.09' BSW STA:3+36.19 OFF:30.00' R ELEV: 13.11' BSW STA:3+44.99 OFF:35.50' R END A1-8 CURB, ELEV: 13.09' (FUTURE) DW STA:2+17.08 OFF:35.63' R ELEV: 13.50' TC, ALIGN W/ (E) WW STA:2+59.74 OFF:20.00' L ELEV: 12.71' TC, ALIGN W/ (E) WW STA:2+72.91 OFF:20.00' L ELEV: 12.77' EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-12 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
DETAIL GRADING - K STREET EW GLH DY 2.0' MIN SAWCUT SHOWN AT (E) HMA. REMOVE (E) DRIVEWAY HMA AS DIRECTED BY ENGINEER. (BEYOND LIMIT IF SURVEY DATA) INCREASE SAWCUT AT (E) CONC WALKWAY (LIMIT IF SURVEY DATA) REMOVE (E) WALKWAY AS DIRECTED BY ENGINEER.

MATCH LINE SEE DG-13
MATCH LINE SEE DG-11 SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR IMPROVEMENTS NOT SHOWN, NOT PART OF CONTRACT TEMPORARY CURB AT BSW TO BE REMOVED FOR FUTURE FRONT STREET TRANSIT CENTER 2.0' MIN SAWCUT SHOWN AT (E) HMA. REMOVE (E) DRIVEWAY HMA AS DIRECTED BY ENGINEER. (BEYOND LIMIT IF SURVEY DATA)

13.1 13.0

13.2 13.1

13.1 13.0

13.0 13.0

13.1 13.0

13.0 13.0

12.9 12.9

12.9 13.0

13.0 12.9

13.2 13.1

13.2 13.5

13.3 13.0

13.3 13.4

13.1 13.6

13.1 13.0

13.2 13.1

13.1 13.0

13.0 13.0

13.1 13.0

13.0 13.0

12.9 12.9

12.9 13.0

13.0 12.9

13.2 13.1

13.2 13.5

13.3 13.0

13.3 13.4

13.1 13.6
e
sd sd sd sd sd sd sd SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS

SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SS SS SS
SS

SS SS SS

SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH)

JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT 37+00 4+00
STOP
XING
PED

13.25 13.39

13.49 13.22

12.28 12.28

12.28 12.28
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

W W W W W W W W W W W W W W W W W
W
W
W
W
W

13.03 W W W ENTER ONLY EXIT ONLY

13.71 13.31

13.16 13.16

13.31 13.06

12.83 12.90

13.19 13.35 -8.4% -4.9%
-4.9%
-8.3%
-4.9%
-2.0% -1.6%
-2.0%
-2.0% -2.0%
-2.0%
-2.0%
-4.9%
-8.3%
-4.9% -4.9% -8.3% -1.5%
-1.5%
-0.6%
-1.1%
-1.1% -1.5%
-1.5% -3.6%
-0.4%
-1.6% -2.0%
-1.5%
-1.5% -1.5% -2.0% -2.0% -2.0% -2.0%
-2.0% -2.0% -2.0% -2.0% -2.0% -2.0%
-1.6%
-5.5%
-0.6%
-0.6% -1.5% -8.3% -2.0% -8.3%
-5.5%
-1.0% -2.3% -4.4%
-5.5% -2.1%
-8.3% 1.8% -1.0% -4.1% -0.9%
-1.2%
-1.2% -0.9%
-8.3%
-1.5%
-8.3% -1.5%
-8.3%
-1.5% -0.1% -0.9% -0.9% -1.0%
-8.3% -1.5%
-1.5% -0.9%
-0.4% -4.1%
-0.6%
-3.6% -0.9%
-1.5% -8.3%
-7.1%
-0.7% -14.4% -1.7% -0.9% -0.9%
-8.3% 0.0%
-8.3% -0.3%
-0.3% -14.9% -0.3%
-8.3% -0.3% -0.3%
-1.5%
-2.8% -1.5%
-8.3% -15.6%
-0.3%
-6.2%
-8.3% -0.3% -0.3%
-8.3%
-1.5%
-1.5% 0.0%
-0.9% -0.4%
-8.3%
-6.7%
-1.1%
-1.1% -0.3% -0.3% -0.4% 0.0% -0.3% -0.9% -0.3% -0.3% -0.5% -0.7% -2.0% -2.0%
-3.5% -4.1% -0.9%
-1.5% -1.5% -2.0%

12.78 12.78

12.78 12.78 RAISED TC STA:4+49.88 OFF:20.00' L ELEV: 13.24' RAISED TC STA:4+49.88 OFF:20.00' R ELEV: 13.24' TC, BEG GUTTER PAN TRANS STA:4+48.01 OFF:20.00' R ELEV: 13.22' RAISED TC, BEG GUTTER PAN TRANS STA:4+48.01 OFF:20.00' L ELEV: 13.22' SAWCUT, MATCH (E) WW, BSW, GB STA:3+55.43 OFF:30.00' L ELEV: 13.05' SAWCUT, MATCH (E) WW, BSW, GB STA:4+08.88 OFF:30.00' L ELEV: 13.02' SAWCUT, MATCH (E) WW, BSW, LANDING STA:4+50.01 OFF:30.00' L ELEV: 12.88' TC, DI, GB STA:3+97.07 OFF:20.00' L ELEV: 12.78' TC, DI, GB STA:3+93.12 OFF:20.00' L ELEV: 12.78' SAWCUT, MATCH (E) WW, BSW, GB STA:4+40.01 OFF:30.00' L ELEV: 12.98' BSW, GB STA:3+93.12 OFF:30.00' L ELEV: 12.91' TCSTA:3+55.43 OFF:20.00' L ELEV: 12.90' BSW, GB STA:3+97.07 OFF:30.00' L ELEV: 12.91' TC, DI, GB STA:3+97.07 OFF:20.00' R ELEV: 12.78' TC, DI, GB STA:3+93.12 OFF:20.00' R ELEV: 12.78' TC, DW CC STA:3+42.86 OFF:20.00' R ELEV: 12.49' TC, DW STA:3+47.86 OFF:20.00' R ELEV: 12.47' TC, END DW CC STA:3+73.86 OFF:20.00' R ELEV: 12.84' TC, DW CC STA:3+70.86 OFF:20.00' R ELEV: 12.39' TC, DW STA:3+65.86 OFF:20.00' R ELEV: 12.41' DW, WW STA:3+47.86 OFF:25.50' R ELEV: 12.93' DW, WW STA:3+65.86 OFF:25.50' R ELEV: 12.87' TC, BEG DW CC STA:4+00.88 OFF:20.00' R ELEV: 12.81' TC, DW CC STA:4+03.88 OFF:20.00' R ELEV: 12.38' TC, DW CC STA:4+08.88 OFF:20.00' R ELEV: 12.42' TC, END LS STA:4+40.01 OFF:20.00' R ELEV: 13.15' DW, WW STA:4+08.88 OFF:25.50' R ELEV: 12.88' BSW, GB STA:3+97.07 OFF:30.00' R ELEV: 12.91' BSW, GB STA:3+93.12 OFF:30.00' R ELEV: 12.91' TCSTA:4+08.88 OFF:20.00' L ELEV: 12.88' TC, BEG RAISED CURB STA:4+40.01 OFF:20.00' L ELEV: 13.15' BSW STA:3+97.21 OFF:30.00' R ELEV: 12.91'BSW STA:4+06.01 OFF:35.50' R ELEV: 13.00' EP, BSW, DW STA:4+08.88 OFF:35.50' R ELEV: 13.03' FLUSH A1-6 TC, GB STA:4+40.01 OFF:25.38' R ELEV: 13.22' RAISED A1-6 TC, GB STA:4+49.88 OFF:25.38' R ELEV: 13.31' BSW, LANDING STA:4+50.01 OFF:35.50' R ELEV: 12.96' RAISED A1-6 TC, GB STA:4+49.88 OFF:35.63' R ELEV: 13.46' FLUSH A1-6 TC, GB STA:4+40.01 OFF:35.63' R ELEV: 13.38' EP, BSW, DW STA:4+26.88 OFF:35.50' R ELEV: 13.19' EP, BSW, DW STA:3+65.86 OFF:35.50' R ELEV: 13.02' EP, BSW, DW STA:3+47.86 OFF:35.50' R ELEV: 13.08' TC, DW CC STA:4+26.88 OFF:20.00' R ELEV: 12.58' DW, WW STA:4+26.88 OFF:25.50' R ELEV: 13.04'

12.91 12.91

13.03 12.97

13.30 13.34

13.30 13.01

12.87 12.92

13.07 13.18

12.92 12.93

12.98 12.98

12.92 12.83

12.74 12.74

12.88 13.24

13.24 12.74

12.74 12.68 13.18

12.84 12.89

12.84 12.90

12.83 12.84

12.79 12.74

12.98 12.98

12.92 12.83

12.83 13.32

12.18 12.74

13.24 12.88

12.74 13.24 12.74

12.68 12.82

12.84 13.47

13.18 13.07

12.35 12.98

13.15 12.65

13.02 12.88

12.38 12.91

12.91 12.49

12.49 13.05

12.90 12.40

12.45 12.95

12.44 12.49

12.93 12.43

12.47 13.08

13.02 13.01

12.87 12.41

12.37 12.35

12.39 12.34 12.84

12.49 12.49

12.31 12.81

12.34 12.38

12.38 12.42

12.88 13.03

13.18 12.65

12.97 13.32

13.38 13.38

13.46 12.96

13.23 13.22

12.72 12.82

13.22 12.81

13.31 13.00

13.15 -1.5% -8.3%

12.54 12.58

13.04 13.19 TC, DW CC STA:4+31.88 OFF:20.00' R ELEV: 12.62' TC, END DW CC STA:4+34.88 OFF:20.00' R ELEV: 13.11' -0.9%

12.48 12.50

12.55 12.70
-1.2%
-1.0%
-1.5% -1.8% -0.9%

12.61 13.11

12.77 12.58

12.62 12.75

12.82 -8.3%
-8.3%
-8.3%
-8.3%
-8.3%
-8.3% TC CC, PC STA:4+50.01 OFF:20.00' R ELEV: 12.74'

12.96 13.09
-0.5% -0.7%

12.97 12.99

12.99 12.98
-1.5%
-1.3%

12.51 -8.3%

12.52 -8.3%

12.53 -8.3%

12.59 -8.3%

12.62 12.61
-0.4%
-0.4% -0.4%
-1.5%
-1.3%
-0.2%
-1.5% -0.2%

13.09 SAWCUT, EP, MATCH (E) HMA STA:3+65.86 OFF:37.50' R ELEV: 12.96' SAWCUT, EP, MATCH (E) HMA STA:3+47.86 OFF:37.50' R ELEV: 13.09' BSW STA:3+68.73 OFF:35.50' R ELEV: 13.01' BSW STA:3+77.51 OFF:29.88' R ELEV: 12.97' -5.9%
-0.7% BSW STA:3+44.99 OFF:35.50' R ELEV: 13.09'

13.53 12.68

13.69 -1.5%
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=5' DG-13 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
DETAIL GRADING - K STREET EW GLH DY CONTINUE GRADING SEE DG-3 MATCH LINE SEE DG-12 SEE FRONT STREET TRANSIT CENTER RELOCATION PLANS FOR 2.0' MIN SAWCUT SHOWN AT (E) HMA IMPROVEMENTS NOT SHOWN, NOT PART OF CONTRACT CONTINUE GRADING SEE DG-3

6.00' BIKE LANE 8.17' LANDSCAPE MEDIAN 18.00' 14.00' 5.50' DRIVEWAY 10.00' SIDEWALK 25.00' DRIVEWAY -1.5% -2.0% -2.0% CL -9.0% FL FL EP 10.0' 4" CONC 4" CLASS 2 AB @90% RC VARIES A1-6 CURB, TYP A1-8 CURB WHERE ADJACENT TO HMA 4" HMA (TYPE A) 8" CLASS 2 AB @95% RC (WHEN APPLICABLE) APPROXIMATE EXCAVATION OF (E) STRUCTURAL SECTION AND FOULED BASE, TYP MINIMUM EXCAVATION FOR (N) STRUCTURAL SECTION, TYP LANDSCAPE FILL, TYP 10.00' 20.00' 20.00' 10.00' -1.5% -2.0% -2.0% -1.5% A2-6 CURB & GUTTER, TYP CL NATIVE SOIL SUB-BASE, TYP COMPACT 0-12" @95% RC COMPACT 12-24" @90% RC 4" HMA (TYPE A) 8" CLASS 2 AB @95% RC (E) WALL REMOVAL MATCH (E) WALK, TYP VARIES 4" CLASS 2 AB @90% RC 4" CONC 4" CLASS 2 AB @90% RC 4" CONC 10.00' SIDEWALK 18.00' 14.00' 8.17' LANDSCAPE MEDIAN 18.00' CL -1.5% -2.0% -2.0% 20.00' ACCESSIBLE PARKING 10.00' -1.5% FL FL EP FL 18.00' PERMEABLE PAVEMENT SEE DETAIL 2/RD-1 18.00' 8.17' LANDSCAPE MEDIAN 18.00' 14.00' 10.00' SIDEWALK 10.00' CL -1.5% -2.0% -2.0% -1.5% FL FL EP 10.00' 18.00' 12.00' 12.00' RIGHT TURN LANE 0.92'6.00' BIKE LANE 29.38' 10.00' CL -2.0% -2.0% VARIES VARIES -1.5% -1.5% FL EP EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 AS SHOWN X-1 2024-1001.1 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

TYPICAL CROSS SECTIONS EW ZTW DY
1 TYPICAL SECTION - FRONT STREET STA 34+45.00
- 1"=5'
3 TYPICAL SECTION - FRONT STREET STA 38+06.21
- 1"=5'
5 TYPICAL SECTION - K STREET STA 3+25.00
- 1"=5'
6 TYPICAL WALKWAY ISLAND CROSSING
- 1"=5'
4 TYPICAL SECTION - FRONT STREET STA 38+95.00
- 1"=5'
2 TYPICAL SECTION - FRONT STREET STA 36+00.00
- 1"=5' (E) BLDG 4" CONC 4" CLASS 2 AB @90% RC 4" CONC 4" CLASS 2 AB @90% RC A2-6 CURB & GUTTER, TYP A1-8 CURB BIKE LANE CURB SEE DETAIL 4/RD-2 4" HMA (TYPE A) 8" CLASS 2 AB @95% RC LANDSCAPE AREA NATIVE SOIL SUB-BASE, TYP COMPACT 0-12" @95% RC COMPACT 12-24" @90% RC 4" CONC 4" CLASS 2 AB @90% RC A2-6 CURB & GUTTER, TYP 4" HMA A1-8 CURB (TYPE A) 8" CLASS 2 AB @95% RC NATIVE SOIL SUB-BASE, TYP COMPACT 0-12" @95% RC COMPACT 12-24" @90% RC 4" HMA (TYPE A) 8" CLASS 2 AB @95% RC 8" CONC 4" CONC 4" CLASS 2 AB 6" CLASS 2 AB @90% RC @95% RC A1-6 CURB CUT FOR ACCESSIBLE PARKING 4" CONC 4" CLASS 2 AB @90% RC A2-6 CURB & GUTTER, TYP A1-8 CURB 4" HMA (TYPE A) 8" CLASS 2 AB @95% RC NATIVE SOIL SUB-BASE, TYP COMPACT 0-12" @95% RC COMPACT 12-24" @90% RC 4" HMA (TYPE A) 8" CLASS 2 AB @95% RC 4" CONC 4" CLASS 2 AB @90% RC A1-6 CURB, TYP (E) LANDSCAPE AREA A2-6 CURB A2-6 CURB CUT FOR DRIVEWAY ACCESS (E) WALK (E) ROAD 2' MIN SAWCUT, TYP 4" CONC 4" CLASS 2 AB @90% RC SEE DETAIL 3/RD-1 4" HMA (TYPE A) 8" CLASS 2 AB @95% RC NATIVE SOIL SUB-BASE, TYP COMPACT 0-12" @95% RC COMPACT 12-24" @90% RC (E) HMA CAR PARKING (E) LANDSCAPE (E) PARKING SEAWALL TO BE REMOVED PER CLEAN CALIFORNIA PLANS SEE OTHER PLANSET FOR DETAILS SEAWALL TO BE REMOVED PER CLEAN CALIFORNIA PLANS SEE OTHER PLANSET FOR DETAILS (E) SEAWALL TO REMAIN PORTION LOCATED OUTSIDE CLEAN CALIFORNIA EXTENTS TURN LANE GRADE BREAK 5 OZ WOVEN POLYPROPYLENE WITH NEEDLE PUNCHED FABRIC, BLACK. ALL FABRIC LAPPED UNDER ADJACENT CONCRETE WORK 24 INCHES MINIMUM. FILTER FABRIC COMPACTED SUBGRADE PLACE 8" - 12" COBBLE (TO BE APPROVED BY CITY) 2" - 6"± 3 CROSSWALK DETAIL
- NTS 4" CONCRETE WITH 6"x6" WWF CENTERED SAWCUT CURB, GUTTER, & SIDEWALK AT 20' O.C. AND AT ALL CURB RETURNS 4" AGGREGATE BASE COMPACTED TO 95% X
X
X
X
X
X
X 3/4" CONTROL JOINT @ 5'-0" O.C. MAX (TYP) NEW CONCRETE SIDEWALK SURFACE TREATMENT: STAMP TO MATCH EXISTING CITY BOARDWALK STAMP: CITY TO PROVIDE STAMP SPEC 6 FILTER FABRIC DETAIL
- NTS
5 SIDEWALK CONTROL JOINT
- NTS
4 SIDEWALK DETAIL
- NTS
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS RD-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
ROAD DETAILS EW GLH DY 8" MIN AB 8" STAMPED CONCRETE 10.00' #5 @ 12" 3" CLR 4" HMA 8" CLASS 2 AB EXP. 09/30/26
1 HMA CONFORM
- NTS 0.17' HMA (TYPE A) OVERLAY 1.50' 1.50' *3.00' PAVEMENT REINFORCING FABRIC ROAD STRUCTURAL SECTION AS REQUIRED 0.02' * = RELATIVE TO DIRECTION OF TRAVEL (E) ROAD STRUCTURAL SECTION NTS PERMEABLE PAVEMENT SECTION -2 6" PERMEABLE CONC 3/8" - 1/2" AGG 6" MIN 3/4" CLEAN ROCK STOP

11.51'

11.00' STOP 18"

A ST STOP

10.99'
6" 8" 8" 12"

7.00'

7.0 MIN

7.00' INSTALLATION IN NEW SIDEWALK INSTALLATION IN EXISTING SIDEWALK INSTALLATION WITHOUT SIDEWALK IF STREET NAME SIGN USED ALL WAY IF 4 WAY STOP USED USE CALTRANS STYLE POST BASE & PIN

6.0 MIN
18" CURB RETURN FACE OF CURB POST PROPERTY CORNER 10.00'

10.00'
R10.00' STOPMS GOTHIC LETTER TYPE SHOWN 30" TYPICAL
30"
1 STOP SIGN POLE DETAIL
- NTS
3 STOP SIGN PLACEMENT DETAIL
- NTS
2 STOP SIGN DETAIL
- NTS
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS RD-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

ROAD DETAILS EW GLH DY
EXP. 09/30/26 4" Ø SAFETY YELLOW BOLLARD BLACK CAP FLEXIBLE BLACK BASE ADAPTOR, SET SCREWS, AND ELASTOMER (4) 5/8" x 5-1/2" CONCRETE SCREW ANCHORS 1 1/2" 8" 1 1/2" 11"

0.67' 0.50' 9 7/8" 8" BIKE LANE CURB NO CURB BATTER AT BOLLARDS, TYP 1'-4" MIN 6 4"Ø CONCRETE FILLED BOLLARD
- 1" = 1'
4 8" BIKE LANE CURB
- 1" = 1'
5 4"Ø REBOUND BOLLARD
- 1" = 1' SEE (REBOUND) BOLLARD DETAIL 4" Ø SAFETY YELLOW STEEL BOLLARD ROUNDED CONCRETE AT CAP 8" BIKE LANE CURB 3'-6" TYP 2'-6" TYP 6" TYP 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS RD-3 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

ROAD DETAILS EW GLH DY
EXP. 09/30/26
1 PAVEMENT MARKINGS SYMBOLS AND NUMERALS
- NTS
2 PAVEMENT MARKINGS ARROWS
- NTS
3 ACCESSIBLE PARKING OFF-STREET
- NTS
4 CURB RAMP DETAILS
- NTS
0 4
8121620
34+00

12.5'
' 34+25

12.4'
' 34+50

12.3'
' 34+75

12.2'
' 35+00

12.2'

12.99'
35+25

12.1'

12.92'
35+50

12.0'

12.84'
35+75

12.0'

12.85'
36+00

11.9'

12.92'
36+25

11.9'

13.00'
36+50

11.8'

13.07'
36+75

11.8'

13.15'
37+00

11.9'

13.55'
37+25

12.0'

13.38'
37+50

12.0'

13.03'
37+75

12.0'

12.61'
38+00

11.9'

12.24'
38+25

11.8'

12.08'
38+50

11.8'

11.92'
38+75

11.7'

11.75'
39+00

11.6'

11.42'
39+25

11.7'

11.43'
39+50

11.7'

11.44'
39+75

11.5'

11.44'
STA:34+87.44
ELEV:13.04'
STA:35+61.47
ELEV:12.81'
STA:36+78.11
ELEV:13.16'
STA:36+88.11
ELEV:13.31'
STA:37+08.11
ELEV:13.71'
STA:37+28.11
ELEV:13.31'
STA:37+38.11
ELEV:13.16' -0.32%
STA:38+99.77
ELEV:11.31'
STA:39+77.00
ELEV:11.44' -0.30% -1.58%
-2.00%
-2.00% -1.58% -0.98% -0.03%
STA:37+96.08
ELEV:12.26'
STA:37+48.16
ELEV:13.06' -1.66% -0.64%
STA:38+76.74
ELEV:11.74' -1.40%
w
w
w sd sd sd sd sd sd sd sd sd
w
w
w
w sd sd sd EXIT ONLY
sd sd
sd
sd sd

COAST GAURD

MARINES

AIR FORCE
ARMY
NAVY
gas
gas gas gas gas gas gas gas gas sd sd
e
e
e
e
e
e
e e e sd sd
w
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e
e e e sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD
SD SD
SD SD G1 DI 2

SD SD SD

GAS GAS GAS GAS GAS
JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) SDMH 2 SDMH 1 GO DI 3 GO DI 2 GO DI 1 SDMH 3 SDMH 5 GO DI 9 GO DI 8 GO DI 7 GO DI 6 35+00 36+00 37+00 38+00 39+00 40+00 40+28 4+00 5+00 5+75 STOP PED
XING
PED
XING
XING
PED SDMH 4

W W W W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

W NO PARKING NO PARKING
W
W
W
W
W W
W
W
W
PED N55° 57' 03"E 677.84' jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)

EXIT ONLY W
W
W
W
W
W W
W
W
W
W
W
W
W W W SDMH 4 STA:37+25.14 OFF:6.96' R RIM: 13.25' IN (NW): 5.43' IN/OUT (SW): 5.43' IN (NE): 6.56' OUT (SE): 5.43' CONNECT (N) 42" HDPE TO (E) 42" HDPE STA:34+96.93 OFF:6.96' R (E) FL: 5.87' GO DI 3 STA:35+61.47 OFF:17.98' L RIM: 12.29' OUT (SE): 6.25' SDMH 1 STA:35+61.47 OFF:6.96' R RIM: 12.67' IN (SW): 5.84' IN (NW): 5.75' IN (SE): 5.84' OUT (NE): 5.74' GO DI 1 STA:35+61.47 OFF:60.17' R RIM: 10.12' OUT (NW): 6.85' SDMH 2 STA:36+89.86 OFF:6.96' R RIM: 13.22' IN (NW): 5.49' IN (SW): 5.49' OUT (NE): 5.48' SDMH 3 STA:37+12.68 OFF:6.96' R RIM: 13.49' (x2) IN (NW): 5.43' IN (SW): 5.44' IN/OUT (NE): 5.43' OUT (SE): 5.43' SDMH 5 STA:38+99.77 OFF:6.96' R RIM: 11.28' IN (SE): 7.23' IN (NW): 7.23' OUT (SW): 7.13' G1 DI 2 STA:38+99.09 OFF:33.56' R RIM: 10.42' IN (SE): 7.42' GO DI 8 OUT (NW): 7.32' STA:38+99.77 OFF:60.17' R RIM: 10.49' OUT (NW): 7.49' GO DI 2 STA:35+61.47 OFF:14.00' R RIM: 12.37' IN (SE): 5.98' OUT (NW): 5.88' CONNECT (N) 42" HDPE TO (E) SDMH MODIFY (E) 22x36" ELLIP WALL AND SDMH OPENINGS STA:37+17.44 OFF:71.48' R (N) FL IN: 5.31' CONNECT (N) 42" HDPE TO (E) SDMH MODIFY (E) 22x36" ELLIP WALL AND SDMH OPENINGS STA:37+25.71 OFF:71.49' R (N) FL IN: 5.31' SDMH 3 STA:37+18.18 OFF:6.96' R RIM: 13.39' GO DI 9 STA:38+99.77 OFF:18.00' L RIM: 10.90' OUT (SE): 7.90' CAP SHOWN AT ASSUMED (E) 24" CMP STA:35+03.79 OFF:68.88' R SW: 10.96' (E) FL: ±6.77' 288.4 LF 36" DHDPE S: -0.69%
288.4 LF 36" HDPE S: -0.69% 1.7 LF 54" HDPE S: 0.00% 123.4 LF 54" HDPE S: -0.20%

20.0 LF
12" HDPE
S: -2.00% 62.0 LF 48" HDPE S: -0.20% 18.1 LF 54" HDPE S: -0.20%

61.1 LF 42" HDPE S: -0.20%

61.0 LF 42" HDPE S: -0.20% 2.0 LF 12" HDPE S: -2.00% 43.5 LF 12" HDPE S: -2.00% 24.3 LF 12" HDPE S: -0.33% 23.0 LF 12" HDPE S: -0.33% 170.1 LF 18" HDPE S: -0.33% 21.5 LF 12" HDPE S: -3.12% 85.0 LF 24" HDPE S: -0.33%

85.0 LF 24" HDPE S: -0.69%
W W
W
W
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 H: 1"=20' V: 1"=4' D-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DRAINAGE PLAN - FRONT STREET EW GLH DY FRONT STREET

K STREET
L STREET (HWY 101 S)
0 4
8121620
0 4
8121620
1+00
'
' 1+25

12.9'

12.93'
1+50

13.1'

13.25'
1+75

13.2'

13.10'
2+00

13.0'

12.96'
2+25

12.7'

12.87'
2+50

12.6'

12.76'
2+75

12.8'

12.90'
3+00

12.7'

12.97'
3+25

12.7'

13.03'
3+50

12.7'

12.96'
3+75

12.7'

12.89'
4+00

12.6'

12.86'
4+25

12.6'

13.02'
4+50

12.5'

13.19'
4+75

12.0'

13.65'
5+00

11.6'

13.77'
5+25
' 12.60'
5+50
'
' 5+75
'
'
STA:1+24.00
ELEV:12.92'
STA:1+50.00
ELEV:13.25'
STA:2+10.00
ELEV:12.90'
STA:2+15.98
ELEV:12.90'
STA:2+54.20
ELEV:12.74'
STA:2+71.72
ELEV:12.89'
STA:3+24.65
ELEV:13.03'
STA:3+95.10
ELEV:12.83'
STA:4+08.88
ELEV:12.90'
STA:4+50.01
ELEV:13.19'
STA:4+60.01
ELEV:13.35'
STA:4+78.13
ELEV:13.71' -1.27% -0.59% -0.42% -0.84% -0.26% -0.28% -0.52% -1.58% -2.00%
-2.00% -0.13% -0.70% 13
13 13
13 13
13 13
13 sd sd sd
sd sd
sd sd
w w
w
w
w w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas 13
13 13
13 13
13 13
13 sd sd sd
sd sd
sd sd
w w
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w w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas
sd sd sd sd sd EXIT ONLY sd sd
sd sd sd
sd
gas gas gas gas
e
e
e e e
ss ss ss ss ss ss ss ss ss
sd sd sd sd sd sd sd sd sd sd sd sd sd sd
sd sd w w SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS

JT (OH) JT (OH) JT (OH) JT (OH)
GAS
GAS SDMH 2 SDMH 3 SDMH 7 SDMH 6 GO DI 7 GO DI 6 GO DI 5 GO DI 4 G1 DI 1 36+00 37+00 38+00 1+00 2+00 3+00 4+00 5+00 5+75

STOP STOP
XING
PED PEDSDMH 4 SDMH 8
W
W
W
W
W
W
W
W
W
W
W

W W W W W W W W
W W
w gas
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Wgas
W
sd sd
w w jt (oh) jt (oh)
jt
(oh)
jt
(oh) jt (oh) jt (oh) jt (oh) jt (oh) sd sd sd
w w sd sd

NO PARKING W W W W
W
W BEGIN ALIGNMENT N:2529486.48 E:5962851.56 S34° 02' 57"E 475.00' N55° 57' 03"E 677.84' ENTER ONLY EXIT ONLY ENTER ONLY EXIT ONLY

W W W W W
W
W
W W
W
W
W SDMH 7 STA:1+90.67 OFF:6.24' L RIM: 12.92' (X2) IN (NW): 7.46' IN/OUT (NE): 7.43' (X2) OUT (SE): 7.43' CONNECT (N) 36" HDPE TO (E) 22"x36" ELLIP STA:1+28.00 OFF:6.24' L (E) FL: ±7.88' CONNECT (N) 36" HDPE TO (E) 22"x36" ELLIP STA:1+28.00 OFF:11.48' L (E) FL: ±7.70' 60.2 LF 36" HDPE S: -0.40% 60.2 LF 36" HDPE S: -0.69% SDMH 7 STA:1+90.67 OFF:11.24' L RIM: 12.83' SDMH 8 STA:1+90.67 OFF:18.25' L RIM: 12.72' IN (NE): 7.60' IN/OUT (SW): 7.43' OUT (SE): 7.43' CONNECT (N) 12" HDPE TO (E) 12" RCP STA:1+89.58 OFF:32.05' L (E) FL: ±7.64' 11.3 LF 12" HDPE S: -0.33% 3.0 LF 24" HDPE S: -0.33% 20.7 LF 24" HDPE S: -0.33% 3.0 LF 10" HDPE S: -0.33% CONNECT (N) 10" HDPE TO (E) 10" RCP STA:1+93.35 OFF:32.93' R (E) FL: ±9.92' CONNECT (N) 24" HDPE TO (E) 24" RCP STA:1+88.35 OFF:27.87' R (E) FL: ±6.48' SDMH 8 STA:1+93.35 OFF:27.93' R RIM: 13.01' IN (NW): 6.47' IN (SW): 9.86' OUT (SE): 6.45' 138.0 LF 24" HDPE S: -0.69% 52.8 LF 24" HDPE S: -0.33% G1 DI 1 STA:2+15.98 OFF:19.88' R GFL: 12.35' IN (SW): 6.39' OUT (SE): 6.38' GO DI 5 STA:2+71.72 OFF:19.88' R GFL: 12.34' IN (NW): 6.20' IN (SW): 6.22' OUT (SE): 6.19' GO DI 7 STA:3+95.10 OFF:19.88' R GFL: 12.28' IN (NW): 5.79 IN (SW): 5.84' OUT (SE): 5.78' 120.4 LF 24" HDPE S: -0.33% CONNECT (N) 12" HDPE TO (E) 12" RCP STA:2+72.20 OFF:38.00' R (E) FL: ±6.37' 17.4 LF 12" HDPE S: -0.84% CONNECT (N) 18" HDPE TO (E) 18" RCP STA:3+95.35 OFF:37.95' R (E) FL: ±6.29' 17.3 LF 18" HDPE S: -2.59 2.0 LF 36" HDPE S: 0.00% 59.6 LF 24" HDPE S: -0.69% GO DI 4 STA:2+54.20 OFF:19.88' L GFL: 12.19' IN (NW): 7.02' OUT (SE): 7.00' GO DI 6 STA:3+95.10 OFF:19.87' L GFL: 12.28' IN (NW): 6.04' OUT (SE): 6.02' 85.0 LF 24" HDPE S: -0.69% 85.0 LF 24" HDPE S: -0.33% 288.4 LF 36" HDPE S: -0.69% 288.4 LF 36" HDPE S: -0.69% EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 H: 1"=20' V: 1"=4' D-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

DRAINAGE PLAN - K STREET EW GLH DY K STREET
2ND STREET

FRONT STREET
1 STORM DRAIN TRENCH SECTION
- 1" = 2' STORM DRAIN IMPROVEMENTS PIPE ZONE AB @ 95% RC PIPE BEDDING 6" MIN AB @ 90% RC STABILIZATION MATERIAL WHERE REQUIRED SEE SPECIFICATIONS 2 TYPICAL MANHOLE CONNECTION
- NTS HDPE PIPE NON-SHRINK GROUT (SOIL TIGHT) BOX BASE 4" MIN AB 3" MAX 3" MIN STABILIZATION MATERIAL IF NEEDED SECTION A A
-
3 TYPICAL HDPE/RCP BELL CONNECTION
- NTS CAST IN PLACE CONCRETE ENCASEMENT FINISH GRADE CAST IN PLACE CONCRETE ENCASEMENT NON-WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION EXISTING RCP PIPE AGG. BASE BEDDING TO SUPPORT CONCRETE COLLAR NON-WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION PROVIDE SPACER TO MATCH INVERTS AS NECESSARY 4" 24" 6" TRENCH WIDTH 6" SECTION B B
- VARIES VARIES CAST IN PLACE CONCRETE ENCASEMENT FINISH GRADE CAST IN PLACE CONCRETE ENCASEMENT NON-WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION EXISTING RCP PIPE OR PLAIN END CMP PIPE AGG. BASE BEDDING TO SUPPORT CONCRETE COLLAR NON-WOVEN GEOTEXTILE TO BE WRAPPED AROUND CONNECTION PROVIDE CONCRETE BLOCKS TO MATCH INVERTS AS NECESSARY 4" 24" 6" TRENCH WIDTH 6" 4 TYPICAL HDPE/RCP PLAIN END CONNECTION
- NTS HATCH LEGEND HOT MIX ASPHALT (HMA) AGGREGATE BASE (AB) CONCRETE (CONC) BEDDING OR GROUT AS INDICATED STABILIZATION MATERIAL SEE SPECIFICATIONS UNDISTURBED GROUND NATIVE BACKFILL EXISTING NEW DRAINAGE STRUCTURE TABLE TYPE SDMH 1 MANHOLE SDMH 3 MANHOLE SDMH 4 MANHOLE SDMH 2 MANHOLE SDMH 5 MANHOLE ID SUMP RIM DETAIL SDMH 6 SDMH 7 SDMH 8 DRAIN & MH MANHOLE MANHOLE 7.10 14.13 SHEET DD-2 DETAIL 2 6.65 12.13 6.92 12.48 7.11 12.21 6.39 13.15/13.07 6.39 12.86 5.92 13.65 6.74 13.34 SHEET DD-2 DETAIL 2 SHEET DD-2 DETAIL 2 *TYPE GO TYPE GO 2 TYPE GO 3 TYPE GO 4 TYPE GO 5 TYPE GO 6 TYPE GO 7 TYPE GO 8 TYPE GO 9 TYPE GO 10 INLET INLET INLET INLET INLET INLET INLET INLET INLET INLET 7.38 (FL) 12.90 7.77 11.71 7.99 11.17 9.13 12.63 8.67 12.50 8.08 11.58 8.33 12.63 8.73 12.23 9.41 12.91 9.35 12.85 SHEET DD-2 DETAIL 1 SHEET DD-2 DETAIL 1 SHEET DD-2 DETAIL 1 SHEET DD-2 DETAIL 1 SHEET DD-2 DETAIL 1 SHEET DD-3 DETAIL 2 CALTRAN PLAN D73-E CALTRAN PLAN D73-E CALTRAN PLAN D73-E CALTRAN PLAN D73-E CALTRAN PLAN D73-E CALTRAN PLAN D73-E CALTRAN PLAN D73-E CALTRAN PLAN D73-E CALTRAN PLAN D73-E * = CUSTOM TYPE GO INLET FORMED OVER 36"Ø HDPE 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS DD-1 2025-1002.3 MEASURE S FRONT STREET

IMPROVEMENTS PLAN TO L STREETS

CRESCENT CITY, CA

DRAINAGE DETAILS EW GLH DY
EXP. 09/30/26
FG
℄ MH LID CONC COLAR, SEE MH RIM ELEV, SEE PLAN COLLAR DETAIL PRECAST CONC MANHOLE STRUCTURE, SEE STRUCTURE TABLE FOR SIZE PRECAST CONC FLAT TOP WITH BOND BREAKER SD LATERALS (IN) FLOW (IN) FLOW (OUT) ELEV, SEE PLAN ELEV, SEE PLAN SEE "TYPICAL CONNECTION HDPE TO MH" TEXTURED CROSSWALK 3'-0" 3'-0" PAVEMENT REINFORCING FABRIC HMA LEVELING COURSE 3'-0" 2" SUMP ELEV SEE STRUCTURE TABLE RIM ELEV, SEE PLAN 6" MIN ALL FACES FG ℄ MH LID RIM ELEV, SEE PLAN CONC COLLAR, SEE MH COLLAR DETAIL PRECAST CONC MH ECCENTRIC FLAT TOP TO PROVIDE CLEARANCE FROM TEXTURED CROSSWALK WHERE PRESENT PRECAST CONC MANHOLE BASE, SEE STRUCTURE TABLE FOR SIZE SAFETY RUNGS, TYP SDLATERALS (IN) FLOW (IN) FLOW (OUT) ELEV, SEE PLAN ELEV, SEE PLAN SEE "TYPICAL CONNECTION HDPE TO MH" BASE ELEV SEE STRUCTURE TABLE 3"
MIN 12' x 12' PAVEMENT REINFORCING FABRIC CENTERED ON MH 6" MIN ALL FACES TYPICAL TRENCH DRAINAGE PIPEFINISHED GRADE LINE

MINIMUM
COVER
3'-0"

HEAVY LOADING
MIN COVER TEMPORARY FILL FOR CONSTRUCTION EQUIPMENT PASSAGE TRENCH WIDTH + (2T) MIN TRENCH WIDTH SEE NOTE 1 NOTE: 1. WHEN CONSTRUCTION EQUIPMENT LOADS OVER PIPE ARE BETWEEN 30 AND 60 TONS, PLACE TEMPORARY FILL AS SHOWN TO PROTECT PIPE FROM EXCESSIVE LOADING. 2. FOR MINIMUM COVER REQUIREMENTS, SEE DRAINAGE SYSTEM DESIGN DATA ON SHEET D-1 7" 48" 6" 12" 6" #4 REBAR (TYP) 12" 12"
3" 6"3"
6" 24" 24" 24" #4 REBAR (TYP) 3" MIN. 3/4" HAND-TOOLED RADIUS AT ALL EDGES (TYPICAL) ALSO APPLIES TO CROSSWALKS 2 RECTANGULAR MANHOLE DETAIL
- NTS 1 MANHOLE DETAIL
- NTS
4 CONSTRUCTION EQUIPMENT LOADING
- NTS
3 VALLEY GUTTER DETAIL
- 1" = 1'
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 ON DWG DD-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAN TO L STREETS

CRESCENT CITY, CA

DRAINAGE DETAILS EW GLH DY
EXP. 09/30/26
(N) REPLACEMENT SIDEWALK MATCH (E) FLOWLINE TYP (N) 10.00' WALKWAY (N) WALKWAYS FLUSH W/ (E) CURB A1-8 CURB, TYP RAISED CURB DEMOLISHED (E) GUTTER PAN (N) RECTANGULAR CAST IRON PIPE UNDER SIDEWALK DRAIN (E) CONC SEAWALL MATCH (E) TYP 5.00' TYP 2-1/2" MIN RAISED A1-8 CURB BEYOND DEMOLISHED (E) GUTTER PAN (N) RECTANGULAR CAST IRON PIPE UNDER SIDEWALK DRAIN (3"x12-1/2") (N) WALKWAY DEMOLISH ADDITIONAL (E) GUTTER PAN AS NEEDED FOR TRANSITION W/ UNDER SIDEWALK DRAIN, TYP 6" 12" MIN 4"x4" WOVEN WIRE MESH 0.33' CONC 0.33' CLASS 2 AB, TYP (N) REPLACEMENT SIDEWALK 1.5% 1 UNDER SIDEWALK DRAIN
- 1" = 2' PLAN

A SECTION A
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=2' DD-3 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAN TO L STREETS

CRESCENT CITY, CA

DRAINAGE DETAILS EW GLH DY
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY L C A I C T Y F O C
1854R I F O I N AC E R S N E T C TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY NO. REVISION DATE SHEET

FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES 0 1 06/02/25 NTS DD-4 2025-1002.3 MEASURE S FRONT STREET

IMPROVEMENTS PLAN TO L STREETS

CRESCENT CITY, CA

DRAINAGE DETAILS EW GLH DY
EXP. 09/30/26
13 13
13 13
13 13
13 13 sd sd sd
sd sd
sd sd
w w
w
w
w w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas 13
13 13
13 13
13 13
13 sd sd sd
sd sd
sd sd
w w
w
w
w w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas
w w w w w w
sd sd sd sd sd
w w w w w w w w w
EXIT ONLY sd sd
sd sd sd
sd
gas gas gas
e e e
ss ss ss ss ss
ss
ss
sd sd sd sd sd sd sd sd sd sd sd sd
sd sd w w
w w w SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD ss ss ss ss ss
ss ss SD SD SD SD SD SD SD SD SD SD SD SD GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS JT (OH) JT (OH) JT (OH) JT (OH)

JT (OH) JT (OH) JT (OH) JT
GAS
GAS
36+00 37+00 38+00 1+00 2+00 3+00 4+00 5+00 5+75

STOP STOP
XING

PED PED
W
W
W
W
W
W
W
W
W
W
W

W W W W W W W W
W W
w gas
w
Wgas
W
sd sd
w w jt (oh) jt (oh)
jt
(oh)
jt
(oh) jt (oh) jt (oh) jt (oh) jt (oh) sd sd sd
w w sd sd

NO PARKING W W W W
W

W ENTER ONLY EXIT ONLY ENTER ONLY EXIT ONLY

W W W W W
W
W
W W
W
W
W (N) HYDRANT STA:36+76.08 OFF:20.12' L 8"x6" TEE W/ 6" GATE VALVE STA:36+76.08 OFF:5.96' L 8"x10" CROSS W/ 10" TO 4" REDUCER 10" GATE VALVE & (2) 8" GATE VALVES STA:36+94.39 OFF:5.96' L RECONNECT SERVICE STA:1+65.59 OFF:14.80' R REPLACE WATER VALVE STA:1+65.57 OFF:15.80' R CONNECT TO (E) 10" WATER STA:1+93.85 OFF:37.92' R 10" 45° ELBOW STA:1+93.85 OFF:35.93' R 10" 45° ELBOW STA:1+96.38 OFF:33.39' R (N) HYDRANT STA:2+01.25 OFF:22.00' R 10"x6" TEE W/ 6" GATE VALVE STA:1+96.35 OFF:22.02' R 10"x10"x10"x8" TEE W/ 10" GATE VALVE & 8" GATE VALVE STA:1+96.33 OFF:14.48' R CONNECT TO (E) 8" WATER STA:1+95.85 OFF:32.05' L CAP FOR FUTURE IRRIGATION STA:36+94.60 OFF:72.80' R 2"x4" CROSS STA:36+94.47 OFF:18.09' R CAP FOR FUTURE IRRIGATION STA:3+91.64 OFF:32.00' R IRRIGATION WATER METER STA:36+94.46 OFF:17.09' R 8"x6" TEE W/ 6" GATE VALVE STA:36+44.27 OFF:5.96' L 2"x4" CROSS STA:36+94.53 OFF:44.69' R CAP FOR FUTURE IRRIGATION STA:36+44.26 OFF:73.93' R 6"x4" TEE STA:36+44.26 OFF:68.93' R ADJUST (E) VALVE COVER TO GRADE. BEGIN REPLACEMENT 10" WATER (E) 8" WATER (E) SERVICE LOCATION (E) 10" WATER (E) 10" WATER FOR FUTURE LANDSCAPING AND IRRIGATION 45.5 LF 10" PVC 13.9 LF _" PVC 2.0 LF 10" PVC 3.6 LF 10" PVC 10.4 LF 10" PVC

45.5 LF 8" PVC 273.8 LF 10" PVC 13.2 LF 6" PVC 5.5 LF 10" PVC LF 8" PVC 16.3 LF 8" PVC
193.1 LF 8" PVC

35.4 LF 2" PVC 49.2 LF 2" PVC 20.6 LF 4" PVC 26.6 LF 4" PVC

18.1 LF 2" PVC

31.4 LF 2" PVC 75.8 LF 2" PVC 28.1 LF 4" PVC 2.5 LF 4" PVC 74.9 LF 6" PVC 5.0 LF 6" PVC w
w
w
w
w
w
w
w
w
w
w
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w sd sd sd sd sd sd sd sd sd
w w w w
w
w
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w
w
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w
w
w
w
w
w
w
w
w
w sd sd sd sd EXIT ONLY
gas
sd
sd
ARMY
NAVY
gas
gas gas gas gas gas gas gas gas sd sd sd
e
e
e
e
e
e
e
e e e e sd sd sd
w
w
w
e
e
e e e
sd sd sd
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd w
w
w
w
w
w
w
w

SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD

SD SD SD SD

SD SD SD SD
SD SD
SD SD

SD SD SD SD

GAS GAS GAS GAS GAS
(OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) 35+00 36+00 37+00 38+00 39+00 40+00 4+00 5+00 5+75 STOP PED
XING
PED
XING
XING
PED

W W W W

W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W

W NO PARKING NO PARKING
W
W
W
W
W W
W
W
W
PED jt (oh) jt (oh) jt (oh) jt (oh) jt

EXIT ONLY W
W
W
W
W
W W
W
W
W
W
W
W
W W W (N) HYDRANT STA:36+76.08 OFF:20.12' L 8"x6" TEE W/ 6" GATE VALVE STA:36+76.08 OFF:5.96' L 8"x10" CROSS W/ 10" TO 4" REDUCER 10" GATE VALVE & (2) 8" GATE VALVES STA:36+94.39 OFF:5.96' L 8" TEE W/ (2) 8" GATE VALVES STA:39+68.77 OFF:5.96' L CONNET TO (E) 6" WATER STA:39+69.77 OFF:15.07' L 6" 90° ELBOW W/ 6" TO 2" REDUCER STA:38+88.51 OFF:68.76' R CONNECT (E) 2" WATER STA:39+01.63 OFF:68.82' R RECONNECT SERVICE STA:38+88.51 OFF:5.96' L 8" 22.5° ELBOW STA:35+14.77 OFF:5.96' L REMOVE (E) PLUG AND CONNECT (N) 8" 22.5° ELBOW STA:34+96.93 OFF:1.43' R REPLACE WATER METER STA:38+88.72 OFF:20.16' L REPLACE WATER VALVE STA:38+88.72 OFF:22.94' L 6" TEE W/ 6" GATE VALVE STA:38+88.51 OFF:5.96' L 6"x8" TEE W/ 8" GATE VALVE STA:39+68.77 OFF:15.07' L CAP FOR FUTURE IRRIGATION STA:36+94.60 OFF:72.80' R 6" x 2" TEE STA:38+88.51 OFF:35.54' R IRRIGATION WATER METER STA:38+90.51 2"x4" CROSS OFF:35.54' R STA:36+94.47 OFF:18.09' R CAP FOR FUTURE IRRIGATION STA:3+91.64 OFF:32.00' R IRRIGATION WATER METER STA:36+94.46 OFF:17.09' R 8"x6" TEE W/ 6" GATE VALVE STA:36+44.27 OFF:5.96' L 2"x4" CROSS STA:36+94.53 OFF:44.69' R CAP FOR FUTURE IRRIGATION STA:36+44.26 OFF:73.93' R 6"x4" TEE STA:36+44.26 OFF:68.93' R INSTALL 8" PLUG AFTER (E) 6" WATER REMOVAL (E) 8" TEE W/ (2) 8" GATE VALVES (E) 6" PLUG (E) 6" WATER TO BE REMOVED AFTER 8" WATER INSTALLED (E) 6"x8" TEE W/ 8" GATE VALVE (E) 8" WATER PLUG INSTALL PLUG AFTER (N) 8" WATER INSTALLED (E) SERVICE LOCATION FOR FUTURE LANDSCAPING AND IRRIGATION FOR FUTURE LANDSCAPING AND IRRIGATION CAP FOR FUTURE DRINKING FOUNTAIN STA:35+01.11 OFF:73.72' R 4"x2" TEE STA:35+01.13 OFF:68.44' R W W
W W
W
W FOR FUTURE LANDSCAPING AND IRRIGATION 4"x2" TEE AND 2" REDUCER STA:34+47.54 OFF:68.26' R 273.8 LF 10" PVC 13.2 LF 6" PVC 19.3 LF 8" PVC 160.3 LF 8" PVC 16.3 LF 8" PVC 193.1 LF 8" PVC 79.3 LF 8" PVC 22.2 LF 4.0 LF 8" PVC 8.1 LF 8" PVC 35.4 LF 2" PVC 49.2 LF 2" PVC

20.6 LF 4" PVC

26.6 LF 4" PVC

41.5 LF 6" PVC 33.2 LF 6" PVC 13.1 LF 2" PVC 18.1 LF 2" PVC 31.4 LF 2" PVC 75.8 LF 2" PVC

28.1 LF 4" PVC 2.5 LF 4" PVC

74.9 LF 6" PVC 53.6 LF 4" PVC 143.1 LF 4" PVC

52.4 LF 2" PVC

52.5 LF 2" PVC 20.0 LF 2" PVC

20.0 LF 2" PVC 69.7 LF 2" PVC 5.3 LF 2" PVC 5.0 LF 6" PVC EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=20' W-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

WATERLINE PLAN EW GLH DY FRONT STREET

K STREET K STREET
2ND STREET
L STREET (HWY 101 S)

FRONT STREET

2.0% SLOPE UP 12"x12"x4" CONC PAD NOTE: WELDED OUTLETS ARE UNACCEPTABLE WHEN THE MAIN LINE IS DIP. PLAN SECTION A-A A
A SECTION PLAN NOTE: 1. PIPE SPOOL LENGTH MAY BE INCREASED DUE TO FIELD CONDITIONS W/ ENGINEER'S APPROVAL. 2. OMIT FLANGES ON PIPES LESS THAN 3" AND USE THREAD. 3. BLOW OFF RISER TO BE FIELD LOCATED PER THE ENGINEER. 4. BURIED GATE VALVES SHALL HAVE NON-RISING STEM AND BE RESILIENT SEAT VALVES WITH 2" SQUARE OPERATING NUT. VALVES SHALL HAVE MECHANICAL JOINT HUBS OR FLANGED ENDS AS REQUIRED BY THE NATURE OF THE INSTALLATION AND SHALL CONFORM TO AWWA C515. VALVES SHALL BE MEULLER, CLOW, M&H, OR EQUAL. VALVE BODIES SHALL BE FUSION EPOXY LINED AND COATED IN ACCORDANCE WITH CONTRACT DOCUMENTS. NOTES: 1. WATER METER SIZE SHALL BE DETERMINED BY CITY.. 2. SLOPE FINISHED GRADE AWAY FROM METER BOX. 3. PRIOR TO METER SET, ADDRESS TO BE CLEARLY MARKED ON TOPSIDE LID OF METER BOX WITH PERMANENT MARKER BY CONTRACTOR. 3 SERVICE METER DETAIL
- NTS
2 BLOW-OFF VALVE (BOV) DETAIL
- NTS
1 COMBINATION AIR VALVE (CAV) DETAIL
- NTS
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS WD-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

WATER DETAILS EW GLH DY
EXP. 09/30/26
NOTE: NOTES:
4 FIRE HYDRANT DETAIL
- NTS
3 WATER MAIN INTERSECTION CONNECTION
- NTS
1 FRONT STREET WATER MAIN TIE-IN DETAILS
- NTS
2 CROSS STREET WATER MAIN TIE-IN DETAILS
- NTS
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS WD-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

WATER DETAILS EW GLH DY
EXP. 09/30/26
THRUST BLOCKS SCHEDULE NOTES: REBAR SIZES NOTE: PLAN (TYPE-1) PLAN (TYPE-2) ELEV. (TYPE-4) SECTION PLAN (TYPE-3)2 THRUST BLOCKS - NTS 1 FRONT STREET WATER MAIN CONFLICT DETAILS - NTS 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY L C A I C T Y F O C
1854R I F O I N AC E R S N E T C TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY NO. REVISION DATE SHEET

FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES 0 1 06/02/25 NTS WD-3 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

WATER DETAILS EW GLH DY
EXP. 09/30/26

APPROX OG INSIDE ROADWAY OUTSIDE ROADWAY
1 BLUE TAPE MARKED "WATER" (1 STRAND) DIRECTLY OVER PIPELINE H VARIES PIPELINE PAVING LOCATING WIRE PIPE BEDDING 6" MIN 90% RC MATERIALS A OR B VARIES 0' TO (D) MAX SAWCUT BACKFILL MATERIALS: NOTE:
⅊
1 4 x 2" SQ.
⅊
1 8 x 7
1 2"∅
3 4"∅ SCH 40 GALVANIZED STEEL PIPE
⅊
1 4 x 2
1 2" SQ. REQUIRED WHERE VALVE NUT IS IN EXCESS OF 30" DEEP BELOW FINISH GRADE. 2 TYPICAL TRENCH DETAIL
- NTS
3 TYPICAL OPERATING NUT EXPANSION DETAIL
- NTS
1 TYPICAL VALVE BOX SETTING DETAIL
- NTS
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS WD-4 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

WATER DETAILS EW GLH DY
EXP. 09/30/26
13 13
13 13
13 13
13 13 sd sd sd
sd sd
sd sd
w w
w
w
w w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas 13
13 13
13 13
13 13
13 sd sd sd
sd sd
sd sd
w w
w
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w w
ss ss ss ss ss
ss ss jt (oh) jt (oh) jt (oh) jt (oh) jt (oh) jt (oh)
jt
(oh)
jt
(oh) gas gas
sd sd sd sd sd EXIT ONLY sd sd
sd sd sd
sd
gas gas gas gas
e
e
e e e
ss ss ss ss ss ss ss ss ss
sd sd sd sd sd sd sd sd sd sd sd sd sd sd
sd sd w w SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS

JT (OH) JT (OH) JT (OH) JT (OH)
GAS
GAS
36+00 37+00 38+00 1+00 2+00 3+00 4+00 5+00 5+75

STOP STOP
XING

PED PED
W
W
W
W
W
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W
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W

W W W W W W W W
W W
w gas
w
Wgas
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sd sd
w w jt (oh) jt (oh)
jt
(oh)
jt
(oh) jt (oh) jt (oh) jt (oh) jt (oh) sd sd sd
w w sd sd

NO PARKING W W W W
W
W BEGIN ALIGNMENT N:2529486.48 E:5962851.56 S34° 02' 57"E 475.00' N55° 57' 03"E 677.84' 25.8 LF 6" PVC S: -1.00% 5.7 LF 6" PVC S: -27.04% 26.2 LF 6" PVC S: -1.00% 178.1 LF 6" PVC S: -1.69% SSCO STA:3+60.85 OFF:30.00' L LID: 13.03' FL: 9.77' CONNECTION SWEEP STA:3+60.86 OFF:4.23' L FL: 9.51' SSCO STA:3+66.86 OFF:0.23' L LID: 12.91' FL: 8.13' SSCO STA:3+56.86 OFF:30.00' R LID: 12.97' FL: 8.21' CONNECTION SWEEP STA:3+56.86 OFF:3.77' R FL: 7.95' LATERAL CONNECTION STA:3+52.86 OFF:0.23' L FL: 7.89' LATERAL CONNECTION STA:3+56.86 OFF:0.23' L FL: 7.96' CONNECT TO (E) SSMH MODIFY (E) 8" OPENING STA:1+88.75 OFF:0.20' L FL: 5.11' CROSSING SS OVER SD STA:3+56.86 OFF:19.21' R SS FL: 8.10' ** SD FL: 5.91' CROSSING SS OVER SD STA:3+60.86 OFF:5.41' L SS FL: 9.52' ** SD FL: 6.26' CROSSING SS OVER SD STA:3+60.88 OFF:10.41' L SS FL: 9.57' SD FL: 6.26' CROSSING SS OVER SD STA:3+60.86 OFF:19.21' L SS FL: 9.66' SD FL: 6.27' 5.7 LF 6" PVC S: -1.00% ENTER ONLY EXIT ONLY ENTER ONLY EXIT ONLY

W W W W W
W
W
W W
W
W
W
0 4
8121620
0 4
8121620
1+00
'
' 1+25

12.9'

12.93'
1+50

13.1'

13.25'
1+75

13.2'

13.10'
2+00

13.0'

12.96'
2+25

12.7'

12.87'
2+50

12.6'

12.76'
2+75

12.8'

12.90'
3+00

12.7'

12.97'
3+25

12.7'

13.03'
3+50

12.7'

12.96'
3+75

12.7'

12.89'
4+00

12.6'

12.86'
4+25

12.6'

13.02'
4+50

12.5'

13.19'
4+75

12.0'

13.65'
5+00

11.6'

R I F O
I N
A

C E R S N E T
C

TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 H: 1"=20' V: 1"=4' S-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

SEWER PLAN - K STREET EW GLH DY K STREET
2ND STREET

FRONT STREET
12" x 12" CIRCULAR 3000 PSI CONCRETE COLLAR SET FLUSH WITH ROADWAY SURFACE MIN 6" CLASS 2 AB MIN 95% RC, TYP INSTALL CHRISTY MODEL G5 TRAFFIC VALVE BOX OR APPROVED EQUAL AND CAST IRON LID MARKED "SEWER". CENTER THE BOX OVER THE RISER AND SET THE LID TO FINISH GRADE 6" SANITARY SEWER END-OF-PIPE "GRIPPER" PLUG WITH WING NUT SEE NOTES 3 & 4 SEE NOTE 3 SEE NOTE 2 6" MAX SEWER MAIN 6" GASKETED 2-WAY CLEANOUT NOTES: 1. FACTORY MANUFACTURED FITTINGS SHALL BE USED EXCLUSIVELY. SEWER SADDLES SHALL ONLY BE USED AFTER APPROVAL OF THE CITY. 2. ALL FITTINGS AND CLEANOUT PIPING SHALL BE 6" SDR26 PVC SEWER PIPE. 3. ALL CLEANOUTS SHALL BE INSTALLED WITH A #10 COPPER TRACE WIRE WITH GREEN INSULATION TAPED TO TO SANITARY SEWER PIPE. CLEANOUT TRACE WIRE SHALL BE SECURELY CONNECTED TO THE SEWER MAIN TRACE WIRE AT ONE END WITH WATER PROOF, CORROSION RESISTANT CONNECTOR, AND SHALL TERMINATE IN A LOOP JUST BELOW THE LID IN THE CLEANOUT BOX AT THE OTHER END. 4. PVC RISER SHALL NOT END IN A BELL FLANGE OR "CAULDER"-TYPE COUPLING. 5. RISER SHALL TERMINATE AT THE REQUIRED CLEARANCE WITH A LEVEL CUT. 12" MIN 12" MIN 6" MIN PIPE O.D. 6" MIN 6" BEDDING TRENCH BACKFILL (VARIES) MATCH EXISTING 12" MIN MATCH EXISTING TRENCH "T" SECTION HAUNCHING ZONE (1/2 PIPE O.D.) PIPE WARNING TAPE 12" MIN ABOVE PIPE TRACE WIRE TACK COAT, TYP NOTES: 1. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST CITY AND CALTRANS STANDARDS. 2. COMPACTION TESTS SHALL BE ORDERED AND PAID BY THE CONTRACTOR IN EACH LAYER (LIFT), TYPE, OR CLASS OF BACKFILL THAT REQUIRES COMPACTION, AT 50 FOOT INTERVALS. COPIES OF THE FIELD TEST RESULTS SHALL BE SUBMITTED TO THE CITY PRIOR TO PAVING. TESTS SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEERING FIRM ACCEPTABLE TO THE CITY ENGINEER. 3. THE CONTRACTOR SHALL ADEQUATELY SHORE THE EXCAVATION TO PREVENT THE TRENCH WALLS FROM SLOUGHING INTO THE TRENCH. NO ADDITIONAL PAYMENT WILL BE MADE BY THE CITY TO THE CONTRACTOR FOR ADDITIONAL BACKFILL THAT MAY BE REQUIRED DUE TO SLOUGHING TRENCH WALLS. 4. GREEN #10 INSULATED COPPER TRACE WIRE SHALL BE TAPED IN PLACE AT 5' INTERVALS. 5. FULL DEPTH PAVEMENT REMOVAL SHALL BE BY SAW CUTTING OR GRINDING AND SHALL BE NEAT, STRAIGHT, VERTICAL CUTS WITH NO BROKEN EDGES. 6. ALL LONGITUDINAL PAVEMENT CUTS SHALL BE UNINTERRUPTED AND APPROXIMATELY PARALLEL TO THE TRENCH. CHANGES IN DIRECTION SHALL RESULT IN 90° OR LARGER ANGLES. 7. T-PAVING LIMITS SHALL BE APPROXIMATELY ALIGNED ALONG THE ROAD IN WHICH THEY OCCUR UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 8. FOR MULTIPLE EXCAVATIONS WITHIN 5 FEET OF EACH OTHER, THE T-PAVING LIMITS SHALL ENCOMPASS ALL THE EXCAVATIONS WITHIN ONE RECTANGULAR AREA. 9. T-PAVING LIMITS SHALL FULLY ENCOMPASS ANY BIKE OR PEDESTRIAN FACILITY (BIKE LANE, CROSSWALK, ETC.) IMPACTED BY THE TRENCH, AND SHALL HAVE A LENGTH THAT EXTENDS AT LEAST 2' BEYOND THE T-CUT ASPHALT REMOVAL LIMITS IN THE DIRECTION OF THE BIKE OR PEDESTRIAN TRAFFIC. 10. IF PAVEMENT REMOVAL FALLS WITHIN 2' OF AN EXISTING CURB, GUTTER, OR EDGE OF PAVEMENT, THE ADDITIONAL PAVEMENT SHALL BE REMOVED AND RECONSTRUCTED. 11. ASPHALT CONCRETE SHALL BE TYPE A. NOTES: 12. THICKNESS WITHIN THE T-CUT SECTION SHALL MATCH (E) PAVEMENT THICKNESS (MAX 6") AND BE PLACED IN UNIFORM LIFTS (MAX 3"). 13. IF (E) STREET IS SHOWING CONCRETE, NEW PAVEMENT SHALL BE 6" THICK AND CONSIST OF 3000 PSI, 6-SACK CONCRETE, DOWELED AND EPOXIED INTO THE (E) CONCRETE PAVEMENT, BRUSHED (AND COLORED IF APPLICABLE) TO MATCH. DOWELS SHALL BE #4 REBAR @ 24" O.C. WITH 6"-12" EMBEDDMENT INTO THE (E) & (N) CONCRETE. 14. FINISHED SURFACE OF BASE MATERIAL SHALL BE FREE OF RUTS, BUMPS, DEPRESSIONS, AND IRREGULARITIES AND ALLOW FOR A UNIFORM THICKNESS OF ASPHALT CONCRETE ACROSS THE FULL WIDTH OF THE TRENCH. 15. TRENCH BACKFILL SHALL BE PLACED IN LIFTS NO GREATER THAN 12" THICK. NATIVE SOIL OR SLURRY MIX MAY ONLY BE USED WITH CITY ENGINEER'S APPROVAL. 16. THE UPPER 18" OF MATERIAL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. SUBSEQUENT LAYERS SHALL MEET 90% RELATIVE COMPACTION. COMPACTION WITHIN THE AHUNCHING ZONE SHALL BE WITH A "J" BAR OR PNEUMATIC "POGO STICK". 17. BEDDING MATERIAL SHALL BE PLACED ON FIRM AND UNYIELDING SUBGRADE (NO SOFT, SPONGY, UNSTABLE, OR UNSUITABLE MATERIAL). 18. TRENCH BEDDING SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 19. DURING THE PIPE INSTALLATION, THE BEDDING MATERIAL BENEATH FITTINGS/COUPLINGS SHALL BE REMOVED AS NECESSARY TO UNIFORMLY SUPPORT THE FULL LENGTH OF THE PIPE. 20. EVERY TRENCH MUST BE BACKFILLED OR COVERED BY TRENCH PLATES THE SAME DAY. WHEN USED, PLATES SHALL BE SECURED FROM MOVEMENT AND SHALL INCLUDE TEMPORARY ASPHALT RAMPS SLOPED AT 1:20 OR FLATTER. 21. PAVEMENT SHALL BE RESTORED WITHIN 14 CALENDAR DAYS FROM THE TIME THE TRENCH IS BACKFILLED, UNLESS DELAY IS EXCUSED DUE TO CIRCUMSTANCES BEYOND THE CONTRACTOR'S CONTROL, SUCH AS INCLEMENT WEATHER. 22. STEEL PLATES THAT WILL REMAIN IN PLACE FOR MORE THAN 14 CALENDAR DAYS SHALL BE INSET INTO THE (E) PAVED SURFACE WHEN LOCATED WITHIN THE TRAVEL LANE, BICYCLE LANE, OR PEDESTRIAN FACILITY. USE 3/4" MAX CLASS 2 AB, TYP SEE NOTES FOR COMPACTION DETAILS 4 SEWER CLEANOUT
- NTS
1 SEWER TRENCH
- NTS FILL GAP USING GROUT PLACE PIPE SO (N) FLOWLINE IS FLUSH WITH (E) FLOWLINE 2 REDUCE PIPE INTO MANHOLE
- NTS SEWER MAIN SEWER LATERAL 4" GASKETED 2-WAY CLEANOUT REFER TO MAIN CLEANOUT DETAIL 45° 45° ELBOW MAIN SIZE x 45° WYE #10 COPPER TRACER WIRE WITH GREEN INSULATION SEE NOTE 5 30° FLOW DIRECTION 30" MIN SEWER LATERAL NOTES: 1. MINIMUM PIPE SLOPE SHALL BE 2% (1/4" PER FOOT) UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. FACTORY MANUFACTURED FITTINGS SHALL BE USED EXCLUSIVELY. 3. SEWER SADDLES SHALL ONLY BE USED AFTER APPROVAL BY THE ENGINEER. 4. ALL FITTINGS AND LATERAL PIPING SHALL BE 4" MIN PVC SDR35 SEWER PIPE. 5. ALL LATERALS SHALL BE INSTALLED WITH A #10 COPPER TRACER WITH GREEN INSULATION TAPED TO THE SANITARY SEWER PIPE. LATERAL TRACER WIRE SHALL BE SECURELY CONNECTED TO AND ELECTRICALLY CONTINUOUS WITH THE SEWER MAIN TRACER WIRE AT ONE END WITH WATERPROOF, CORROSION RESISTANT CONNECTER, AND SHALL TERMINATE IN A LOOP JUST BELOW THE LID IN THE CLEANOUT BOX AT THE OTHER END. 6. CLEANOUT SHALL BE INSTALLED WITHIN THE SIDEWALK PORTION OF THE CITY ROAD EASEMENT. ALL SIDEWALKS SHALL BE SAWCUT ALONG NEAREST SCORELINES, A MINIMUM OF 3'x3' SECTION SHALL BE REMOVED, AND SHALL BE REPLACED TO MATCH EXISTING SIDEWALK. 7. PVC RISER SHALL NOT END IN A BELL FLANGE OF "CAULDER"-TYPE COUPLING. RISER SHALL TERMINATE AT THE REQUIRED CLEARANCE WITH A LEVEL CUT. 8. ALL AREAS BEHIND THE SIDEWALK THAT ARE DISTURBED BY THE INSTALLATION OF THE SEWER SHALL BE RESTORED TO A CONDITION THAT IS AS GOOD, IN THE OPINION OF THE ENDINEER, AS WHEN THE CONTRACTOR BEGAN CONSTRUCTION, WHICH MAY INCLUDE THE INSTALLATION OF TOPSOIL, GRASS SEED, AC PAVEMENT, OR OTHER MATERIALS. 9. REFER TO TRENCH DETAIL FOR PIPE BEDDING, BACKFILL, DEPTH, AND RESURFACING REQUIREMENTS. PROFILE VIEW PLAN VIEW 3 SEWER LATERAL
- NTS
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
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T Y
F O
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1854

R I F O
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C E R S N E T
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TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS SD-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

SEWER DETAILS EW ZTW DY
EXP. 09/30/26
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
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F O
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1854

R I F O
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TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 NTS SD-2 2025-1002.3 FRONT STREET IMPROVEMENTS

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CRESCENT CITY, CA
SEWER DETAILS EW ZTW DY INSTALL PHOENIX P-1090 FRAME & COVER OR APPROVED EQUAL SET FRAME & COVER TO FINISHED GRADE. 12" x 12" CIRCULAR 3000 PSI CONCRETE COLLAR SET FLUSH WITH ROADWAY SURFACE MIN 6" CLASS 2 AB MIN 95% RC, TYP INSTALL OSHA-APPROVED PP STEPS @ 16" INTERVALS ON OUTLET SIDE OF MANHOLE. STEPS SHALL PROTRUDE MIN 4" FROM WALL. INSTALL 2 CONTINUOUS BEADS OF FLEXIBLE SEALANT BETWEEN ALL JOINTS, TYP MANHOLE BASE SHALL BE 3000 PSI MIN 1:12 1:12 6" 24" 48" 36" MAX BOTTOM STEP SHALL BE PLACED 8"-12" ABOVE MANHOLE BASE NOTES: 1. WHERE (E) PIPES AND FITTINGS ARE PRESENT, THEY SHALL BE SAWCUT ALONG THE SPRINGLINE TO FORM THE FLOW CHANNEL WITHIN THE MANHOLE. MANHOLE BASE SECTIONS SHALL BE FILLED WITH CONCRETE TO A LEVEL EQUAL TO THE SPRINGLINE OF THE EXPOSED PIPES, AND SHALL BE FORMED AT THE SLOPE SHOWN TO DRAIN INTO THE FLOW CHANNEL TOWARD THE OUTLET PIPE. 2. WHERE (E) PIPES AND FITTINGS ARE NOT PRESENT WITHIN THE MANHOLE, THE FLOW CHANNEL SHALL BE HAND-FORMED AT THE SLOPE SHOWN TO DRAIN INTO THE FLOW CHANNEL TOWARD THE OUTLET PIPE. MANHOLE BASE SECTIONS SHALL BE FILLED WITH CONCRETE TO THE APPROXIMATE LEVEL OF THE TOP OF THE PIPE. 3. WATERSTOPS SHALL BE INSTALLED AS SHOWN IN THIS DETAIL. 4. ALL JOINTS SHALL BE SEALED WITH CLASS B MORTAR ON BOTH THE INNER AND OUTER FACES OF EACH JOINT. 5. MANHOLES SHALL BE CONSTRUCTED WITH A 0.10' ELEVATION DROP (OR AS SHOWN ON THE PLANS) BETWEEN THE INLET AND OUTLET PIPES, IF POSSIBLE. 6. #10 COPPER TRACER WIRE WITH GREEN INSULATION SHALL BE INSTALLED AT ALL NEW AND EXISTING MANHOLE LOCATIONS. TRACER WIRE SHALL EITHER BE CONTINUOUS ALONG (N) SANITARY PIPE AND UP TO THE MANHOLE FRAME OR SHALL BE SECURELY CONNECTED TO THE (E) TRACER WIRE WHERE PIPE REPLACEMENT IS NOT PERFORMED. NOTE THAT TRACER WIRE IS NOT REQUIRED ON MANHOLES WHEN THE (E) SEWER MAIN HAS NO TRACER WIRE. MANHOLE BASE, 1 INLET MANHOLE BASE, 2 INLETS MANHOLE BASE, 3 INLETS WATERSTOP (PLASTIC PIPE ONLY) VARIES SEE NOTE 6 OUTLET INLET OUTLET INLET OUTLET INLET

INLET INLET
INLET GRADE LOWERING NOTES: 1. THE CONTRACTOR MAY REUSE THE EXISTING MANHOLE FRAME AND COVER UNLESS DAMAGED BY HIM DURING HIS CONSTRUCTION OPERATIONS OR WHEN OTHERWISE INDICATED ON THE PROJECT PLANS. ITEMS DAMAGED BY THE CONTRACTOR SHALL EB REPLACED WITH IDENTICAL NEW ITEMS AT NO EXPENSE TO THE CITY. 2. REMOVE SUFFICIENT GRADE RINGS TO LOWER THE MANHOLE AS REQUIRED. APPLY 3" MAX OF CLASS D MORTAR TO ADJUST TO FINAL GRADE. 3. WHERE REMOVAL OF GRADE RINGS WOULD RESULT IN THE UPPER SEGMENT OF THE SHAFT BEING LESS THAN 12" IN HEIGHT, REMOVE THE REDUCER AND SUFFICIENT SECTIONS OF THE LOWER SEGMENT OF THE SHAFT AND REINSTALL ANY NECESSARY SEGMENT OF THE LOWER SHAFT, THE REDUCER, AND THE GRADE RINGS TO CONFORM TO THE REQUIREMENTS OF THIS PLAN. 4. EXISTING GRADE RINGS NEED NOT BE REMOVED IF EXISTING MORTAR IS REMOVED AND AT LEAST 1 1/2 " OF MORTAR MAY BE PLACED ON TOP OF THE EXISTING GRADE RINGS TO RESEAT THE FRAME. 12" MIN 30" MAXBRING TO FINISH GRADE USING 3" MAX CLASS D MORTAR 1 STANDARD MANHOLE
- NTS
TC 12.9TC 12.9 TC 12.8TC 12.3
TC 12.6
TC 12.3
TC 12.1
EP 12.3
EP 12.2
EP 12.0
EP 11.8
EP 12.3 EP 12.4EP 12.4 EP 12.3 EP 12.2 FL 12.4 FL 12.2FL 12.4FL 12.3 FL 12.2FL 12.1
FL 11.9
FL 11.6
TC 12.8 TC 12.8 TC 12.7 TC 12.3 TC 12.6 TC 12.5 TC 12.5 TC 12.3 EP 12.0 TC 12.4EP 11.9
EP 12.0 EP 12.1 EP 12.2 EP 12.1EP 12.3 EP 12.4 FL 12.3 EP 12.4FL 12.3FL 12.2 SD SD SD SD
SD

SD SD SD

SD SD SD SD
CP 32
CP 34
CP 200
CP 201
CP 351
W
W
W
W
W
SS SS 12
(OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH)
TC 12.9TC 12.9 TC 12.8TC 12.3
TC 12.6
TC 12.3
TC 12.1
EP 12.3
EP 12.2
EP 12.0
EP 11.8
EP 12.3 EP 12.4EP 12.4 EP 12.3 EP 12.2 FL 12.4 FL 12.2FL 12.4FL 12.3 FL 12.2FL 12.1
FL 11.9
FL 11.6
TC 12.8 TC 12.8 TC 12.7 TC 12.3 TC 12.6 TC 12.5 TC 12.5 TC 12.3 EP 12.0 TC 12.4EP 11.9
EP 12.0 EP 12.1 EP 12.2 EP 12.1EP 12.3 EP 12.4 FL 12.3 EP 12.4FL 12.3FL 12.2 SD SD SD SD
SD

SD SD SD

SD SD SD SD
CP 32
CP 34
CP 200
CP 201
CP 351
W
W
W
W
W
SS SS 12
(OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH) JT (OH)
w
w sd sd sd sd sd sd sd
w w sd sd sd sd
w
w
gas gas
w
w sd sd
w
w w
w
w sd
sd sd
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w sd sd sd sd sd sd
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sd
sd

MARINES

AIR FORCE
ARMY
NAVY
gas gas gas gas gas sd sd sd sd
e e e e
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e e e e e e e e e e e sd sd
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XING
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XING
PED
ps ps
ps jt (oh) jt (oh)
e
e e
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ss ss
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd w gas gas

SD SD SD SD SD SD SD SD SD
SD SD
SD SD
SD SD
SD SD
SD SD

GAS GAS GAS

JT (OH) JT (OH) JT (OH) STOP PED
XING
PED
XING
XING
PED
W W
W
W
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W
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W NO PARKING NO PARKING
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EXIT ONLY STOP
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10+50 11+00 11+50 12+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A

I C T Y
F O
C
1854 R I F O
I N
A

C E R S N E T
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T I Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1" = 40' E-1 2025-1002.3 FRONT STREET IMPROVEMENTS

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CRESCENT CITY, CA

STREET LIGHTING AH AH KYC
L A
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OSSE ORP F
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TS GE R
CIVIL
AC F O
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KIN Y. CHAN
No. 55391
Exp. 12/31/26
I
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PLAY St
L St
K St

STANDARD PLANS LIST
The standard plan sheets applicable to this Contract include those listed below. The applicable revised standard plans (RSPs) listed below are included in the project plans.

ABBREVIATIONS, LINES, SYMBOLS, AND LEGEND
A3A Abbreviations (Sheet 1 of 3)
A3B Abbreviations (Sheet 2 of 3)
A3C Abbreviations (Sheet 3 of 3)
A10A Legend - Lines and Symbols (Sheet 1 of 5)
A10B Legend - Lines and Symbols (Sheet 2 of 5)
A10C Legend - Lines and Symbols (Sheet 3 of 5)
A10D Legend - Lines and Symbols (Sheet 4 of 5)
A10E Legend - Lines and Symbols (Sheet 5 of 5)

TEMPORARY CRASH CUSHIONS, RAILING AND TRAFFIC SCREEN
T1A Temporary Crash Cushion, Sand Filled (Unidirectional) T1B Temporary Crash Cushion, Sand Filled (Bidirectional) T2 Temporary Crash Cushion, Sand Filled (Shoulder Installations) T3A Temporary Railing (Type K)
T3B Temporary Railing (Type K)

ROADSIDE SIGNS
RS1 Roadside Signs - Typical Installation Details No. 1 RS2 Roadside Signs - Wood Post - Typical Installation Details No. 2 RS4 Roadside Signs - Typical Installation Details No. 4

ELECTRICAL SYSTEMS - LEGEND
RSP ES-1A Electrical Systems (Legend)
RSP ES-1B Electrical Systems (Legend)
RSP ES-1C Electrical Systems (Legend)

ELECTRICAL SYSTEMS - PULL BOX
RSP ES-8A Electrical Systems (Non-Traffic Pull Box)

ELECTRICAL SYSTEMS - ISOFOOTCANDLE CURVES AND FOUNDATION

DETAILS
ES-11 Electrical Systems (Foundation Installations)

ELECTRICAL SYSTEMS - SPLICE INSULATION METHODS, KINKING AND

BANDING DETAILS
ES-13A Electrical Systems (Splice Insulation Methods Details) RSP ES-13B Electrical Systems (Kinking and Banding Detail) 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY L C A I C T Y F O C
1854 R I F O I N AC E R S N E T C T I Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY NO. REVISION DATE SHEET

FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES 0 1 06/02/25 NO SCALE E-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

ELECTRICAL DETAILS AH AH KYC L A N NE G E R OR AI N F OSSE ORP F RE E TS GE R

CIVILAC F O ST A E D T N L
KIN Y. CHAN
No. 55391
Exp. 12/31/26 I I I I
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY L C A I C T Y F O C
1854 R I F O I N AC E R S N E T C T I Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY NO. REVISION DATE SHEET

FOR REDUCED PLANS
ORIGINAL SCALE IS IN INCHES 0 1 06/02/25 NO SCALE E-3 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA

ELECTRICAL DETAILS AH AH KYC L A N NE G E R OR AI N F OSSE ORP F RE E TS GE R

CIVILAC F O ST A E D T N L
KIN Y. CHAN
No. 55391
Exp. 12/31/26 I I I I
13 13
CP 34 ss ss ss
t t t t t EXIT ONLY
CP 34 ss ss ss
ss ss
e
e
e
e e e
ss ss ss ss ss ss ss ss ss ss ss ss
sd sd sd sd sd sd sd
sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd w w
gas gas gas gas

SS STOP PED XING
XING
PED
XING
XING
PED

28.5' 1.6' 36.8'

1.6' 28.5' 35.8'

28.0'

28.0' 190.1' 190.2' 238.3'

20.0'
ps ps ps
ps ps ps NO PARKING NO PARKING PED

3.5' 3.5' 15.0' jt (oh) jt
ENTER ONLY EXIT ONLY STOP 20.0'
**27.7' **80.9'
**27.7' **27.1' **184.9' **27.1' **27.6' **60.0' **4.9' **4.3' 77.2' **L
=

20.13 R
=
31 ' .0
Δ
=
3 7
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=12.3
4' =19.0
0' Δ=37°1 '5
5" **14.8' * R
* =
L=

16.2 3' 25.0 ' Δ=37°1 '5
5"
**L
=16.23
R
=
2 5
' .0
Δ
=
3 7°1
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'55" 2.6'

41.4' 15.4' 13
13 13
13 13
13 13
13 w w
w w
w
w 13
13 13
13 13
13 13
13 w w
w w
w
w
e e e
ss ss ss ss ss
ss
ss
sd sd sd sd sd sd sd sd sd sd sd sd
sd sd w w

STOP STOP
XING
PED PED28.5'

1.6'

36.8' 1.6' 28.5'

35.8' 28.0' 28.0' 35.8'

35.4' 2.8' 41.4'

35.8' 20.0' 20.0' 2.4' 1.6' 19.5'

5.1' 1.0'

5.0' 1.0' 5.8' 2.5' 2.5' 2.9' 2.9' 3.5' 3.5' 20.00' TYP BETWEEN DRIVEWAYS 15.0' ENTER ONLY EXIT ONLY ENTER ONLY EXIT ONLY 5.2' 20.0'

5.0'
ARMY
NAVY
XING
PED

56.6' 238.3' jt (oh) jt (oh) jt (oh) jt (oh) jt 82.0'

12.0' BIKE BOX 1138.8 SF
**27.7' **80.9'
**27.7' 77.2'
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
C
1854

R I F O
I N
A

C E R S N E T
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T I Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=20' SS-1 2025-1002.3 FRONT STREET IMPROVEMENTS

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CRESCENT CITY, CA

STRIPING & SIGNAGE EW GLH DY FRONT STREET
K STREET 22 ** = TOTAL LINE OR ARC LENGTH SHOWN 39 39A 39A 39A 22 39 38A CROSSWALK STRIPES ARE 12" WIDE, TYP PAVEMENT DELINEATION DETAIL NUMBER PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), TYP K-9512 APPLY "PED XING" R1-1 TYP WHERE SHOWN APPLY "STOP" APPLY HELMETED BICYCLIST SYMBOL AND BIKE LANE ARROW, TYP WHERE SHOWN ACCESSIBLE PARKING, TYP R99C (CA) W/ R7-8b FOR VAN TYP R99C (CA) TYP WHEEL STOP, TYP BANNER POLE, TYP BEACHFRONT PARK OVERHEAD SIGN SEE CLEAN CA PROJECT APPLY "STOP" R1-1 & X-R4-21R K STREET 2ND STREET APPLY "STOP" CROSSWALK STRIPES ARE 12" WIDE, TYP R1-1 APPLY "PED XING" TYP WHERE SHOWN RED CURB AT CROSSWALK, TYP RED CURB AT HYDRANT, TYP REPLACE (E) PAINTED RED CURB R7-433, TYP R5-1 & R7-68, TYP R7-433 & K-0546, TYP R5-1 & R7-68, TYP TEMPORARY DRIVEWAY STRIPING TEMPORARY CURB TO BE REMOVED FOR FUTURE FRONT STREET TRANSIT CENTER APPLY TYPE I ARROW, TYP FRONT STREET L STREET (HWY 101 S) 22 39 38A PAVEMENT DELINEATION DETAIL NUMBER PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), TYP APPLY TYPE IV RIGHT TURN ARROW APPLY TYPE I ARROW APPLY TYPE I ARROW 30.00' 18.00' (E) DRIVEWAY WIDTH

MATCH LINE - SEE BELOW

MATCH LINE - SEE ABOVE
FRONT STREET 39A 39A 39A K-9763 APPLY "ENTER ONLY", TYP APPLY TYPE I ARROW, TYP APPLY "EXIT ONLY", TYP X-R4-21R X-R4-21R APPLY TYPE I ARROWS, TYP STRIPE EDGE OF NEW DRIVEWAY AND EXISTING DRIVE LANES. INFILL EXISTING STALLS WITH STRIPING FOR NO PARKING ISLAND. DOUBLE LIGHT POLE, TYP 39A 8" BARRIER CURB W/ 4"Ø BOLLARDS X-R4-21R 39A 39A 8" BARRIER CURB W/ 4"Ø BOLLARDS 39A BANNER ON LIGHT POLE

PED XING PED XING PED XING PED XING XING PED XING

NO PARKING

NO PARKING PED
STOP
EXP. 09/30/26
377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
I C
T Y
F O
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1854

R I F O
I N
A

C E R S N E T
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TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 AS SHOWN TCP-1 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
TRAFFIC CONTROL PLAN EW GLH DY LEGEND STAGING, STORAGE, AND FIELD OFFICE AREAS CONSTRUCTION IMPROVEMENT LIMITS PHASE I UTILITY CONTINUATION ZONE FOR PHASE II CONNECTIONS CONSTRUCTION IMPROVEMENT LIMITS PHASE II PORTABLE SIGN NUMBER, SEE LEGEND FOR DESCRIPTIONS PORTABLE SIGN NUMBER LEGEND ROAD WORK AHEAD ROAD CLOSED AHEAD SIDEWALK CLOSED AHEAD FRONT STREET CLOSED ROAD CLOSED SIDEWALK CLOSED DETOUR PARKING LOT ACCESS ONLY DETOUR AHEAD FRONT STREET DETOUR HIGHWAY 101 DETOUR K STREET CLOSED EXP. 09/30/26 0' 1"=200' 200' 400' 0' 1"=100' 100' 200' 2nd STREET H STREET STAMPS WAY

PLAY ST
3rd STREET
FRONT STREET I STREET J STREET K STREET L ST (HWY 101 S) M ST (HWY 101 N) 4th STREET N ST
9th STREET
8th STREET
7th STREET
6th STREET
5th STREET
3rd STREET

FRONT STREET
SUNSET CIRCLE L ST (HWY 101 S)

BEACHFRONT PARK FRED ENDERT MUNICIPAL POOL KID'S TOWN WILD RIVERS COMMUNITY FOUNDATION DEL NORTE LIBRARY CRESCENT CITY DOWNTOWN PARKING DEL NORTE ASSOCIATION FOR DEVELOPMENTAL SERVICES CULTURAL CENTER CHAMBER OF COMMERCE & VISITOR CENTER

ELK CREEK

CRESCENT CITY

HARBOR LIGHTHOUSE COVE RV PARK VETERANS MEMORIAL
PLAY ST GOOGLE EARTH IMAGE DATE 03/2024 NEWTON B. DRURY CENTER REDWOODS NATIONAL AND STATE PARKS CRESCENT CITY INFORMATION CENTER FRONT STREET INN ELISE'S EATERY LOCAL BOYS SURF & SKATE SHOP NORTH EDGE BUSINESS FINANCING & COMMUNITY DEVELOPMENT CHRISTINA'S TESLA

SUPERCHARGER
SHELL

CHARGING
STATION DEL NORTE CHILD CARE COUNCIL STUDIO 21 HAIR BY JULIE TAB AND ASSOCIATES, INC CALIFORNIA TRIBAL TANF PARTNERSHIP STATE FARMDEL NOTE READS INK CITY TATTOO REDWOODS WONDER FORGE ITZA PIZZA 2nd ST K STREET GENERAL NOTES 1. LOCATION OF CONSTRUCTION AREA SIGNS SHOWN ARE APPROXIMATE. EXACT LOCATION SHALL BE DETERMINED BY THE ENGINEER. 2 STAGING AREA - PHASE I FRONT STREET
- 1"=100'
X
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X SEE STAGING AREA ENLARGEMENT FOR PHASE I FRONT ST SURF APTS UNITED STATES POSTAL SERVICE

HOWE DRIVE
REDWOOD HIGHWAY (HWY 101) G STREET
2nd STREET
PLAY ST K STREET L ST (HWY 101 S)
3rd STREET
FRONT STREET WILD RIVERS COMMUNITY FOUNDATION DEL NORTE LIBRARY DEL NORTE ASSOCIATION FOR DEVELOPMENTAL SERVICES CULTURAL CENTER CHAMBER OF COMMERCE & VISITOR CENTER VETERANS MEMORIAL NEWTON B. DRURY CENTER REDWOODS NATIONAL AND STATE PARKS CRESCENT CITY INFORMATION CENTER FRONT STREET INN ELISE'S EATERY LOCAL BOYS SURF & SKATE SHOP NORTH EDGE BUSINESS FINANCING & COMMUNITY DEVELOPMENT CHRISTINA'S TESLA

SUPERCHARGER
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CHARGING
STATION DEL NORTE CHILD CARE COUNCIL STUDIO 21 HAIR BY JULIE TAB AND ASSOCIATES, INC CALIFORNIA TRIBAL TANF PARTNERSHIP STATE FARMDEL NOTE READS INK CITY TATTOO REDWOODS WONDER FORGE ITZA PIZZA 3 TRAFFIC CONTROL & STAGING AREA - PHASE II K STREET
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X 0' 1"=100' 100' 200' NORMAL DIRECTION OF TRAFFIC NORMAL DIRECTION OF TRAFFIC TURN LANE DETOUR ROUTE(S) DETOUR SIGN DIRECTION SIDEWALK BARRIER TEMPORARY CONSTRUCTION BARRIER EXISTING WALKWAY TO REMAIN OPEN X
1 TRAFFIC CONTROL PLAN - PHASE I FRONT STREET
- 1"=200' NOTE: PHASE I FRONT STREET IMPROVEMENTS WILL BE COMPLETED AND ROADWAY RE-OPENED BEFORE PHASE II K STREET CONSTRUCTION CONTINUATION AND STAGING AREA RELOCATION CAN BEGIN 2nd ST
EXP. 09/30/26 WATER POLLUTION CONTROL NOTES 1. THESE WATER POLLUTION CONTROL DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION PLANS PROVIDED BY THE CITY OF CRESCENT CITY, CALIFORNIA ON MAY 3, 2022. THESE DRAWINGS ARE ONLY FOR THE PURPOSE OF STORM WATER POLLUTION CONTROL AND ARE TO BE USED IN CONJUNCTION WITH A SITE SPECIFIC STORMWATER POLLUTION PREVENTION PLAN. 2. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES SHALL COMPLY WITH CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BMP HANDBOOK FOR CONSTRUCTION, MOST RECENT EDITION. THE MINIMUM CONSTRUCTION SITE BEST MANAGEMENT PRACTICES FOR THIS PROJECT ARE SHOWN IN TABLE 1 OF THIS SHEET. CONTRACTOR SHALL INSTALL, INSPECT AND MAINTAIN EACH BEST MANAGEMENT PRACTICE IN ACCORDANCE WITH THE CASQA STORMWATER BMP HANDBOOK. ADDITIONAL BMPs SHALL BE IMPLEMENTED IF DEEMED NECESSARY BY QSP OR OWNER. 3. BEST MANAGEMENT PRACTICES SHOWN HEREON ARE BASED ON GENERAL PRACTICES FOR TYPICAL CONSTRUCTION SITES. SITE SPECIFIC CONDITIONS MAY REQUIRE SUBSTITUTIONS OR CHANGES TO SPECIFIED BEST MANAGEMENT PRACTICES TO PREVENT EROSION, SEDIMENT TRANSPORT, OR OTHER UNAUTHORIZED DISCHARGES. 4. LOCATIONS OF BEST MANAGEMENT PRACTICES SHOWN HEREON ARE APPROXIMATE AND SHALL BE FIELD LOCATED BASED ON SITE CONDITIONS, CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION, AND AS DEEMED NECESSARY BY THE QSP OR OWNER. 5. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES MUST BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY FOR EACH CONSTRUCTION AREA, AND MAINTAINED IN PLACE AND IN PROPER WORKING ORDER THROUGHOUT CONSTRUCTION. 6. DRAINAGE SHALL BE CONTROLLED WITHIN THE PROJECT BOUNDARY, AND SHALL BE DIVERTED AWAY FROM DISTURBED AREAS, STOCKPILES, STAGING AREAS, EQUIPMENT AND MATERIAL STORAGE AREAS, AND OTHER WATER COURSES. 7. CONTRACTOR MUST VISUALLY INSPECT ALL BEST MANAGEMENT PRACTICES PRIOR TO FORECAST STORM EVENTS, AT 24 HOUR INTERVALS DURING EXTENDED STORM EVENTS, FOLLOWING STORM EVENTS, AND DAILY THROUGHOUT THE DURATION OF CONSTRUCTION UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED. IMPROPERLY INSTALLED OR DAMAGED BMPs MUST BE CORRECTED WITHIN 24 HOURS, OR IMMEDIATELY IF DURING A STORM EVENT UNLESS CONDITIONS ARE UNSAFE. CONTRACTOR MUST REMOVE COLLECTED SEDIMENT FOLLOWING INSPECTIONS AND PRIOR TO SUBSEQUENT STORM EVENTS. 8. ALL UNPAVED GROUND SURFACES DISTURBED DURING CONSTRUCTION SHALL BE HYDROSEEDED (EC-4) AT COMPLETION OF GRADING. FOLLOWING PLACEMENT OF HYDROSEED, APPLY STRAW MULCH (EC-6) TO ALL AREAS WHERE SLOPES ARE LESS THAN 3:1 (HORIZONTAL:VERTICAL) AND INSTALL BIODEGRADABLE EROSION BLANKETS (EC-7) TO ALL AREAS WHERE SLOPES ARE GREATER THAN 3:1. 9. ALL STRAW SHALL BE CERTIFIED WEED FREE. 10. ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION OF THE SITE. 11. STAGING, STOCKPILING, AND MATERIAL STORAGE AREAS SHALL BE FIELD LOCATED BY CONTRACTOR AND APPROVED BY THE QSP, AND MUST BE LOCATED IN AREAS THAT WILL NOT CONTRIBUTE TO OFFSITE DISCHARGES. APPROPRIATE BMPs MUST BE IN PLACE AT ALL TIMES. 12. IMPLEMENT CONCRETE CURING (NS-12), CONCRETE FINISHING (NS-13) AND CONCRETE WASTE MANAGEMENT (WM-8) FOR ALL CONCRETE WORK. CONCRETE WASHOUT LOCATION TO BE FIELD LOCATED BY CONTRACTOR AND APPROVED BY THE QSP. 13. IMPLEMENT STOCKPILE MANAGEMENT (WM-3) FOR ALL STOCKPILES. STRAW BALE BARRIER (SE-9) OR FIBER ROLLS (SE-5) SHALL BE INSTALLED AROUND THE PERIMETER OF ALL STOCKPILES. INACTIVE STOCKPILES MUST BE COVERED OR OTHERWISE PROTECTED FROM EROSION. 14. TRENCH SPOILS SHALL BE RETURNED TO THE TRENCH OR EXCAVATION AT THE END OF EACH WORK DAY OR STOCKPILED AT APPROVED STAGING AREAS WITH APPROPRIATE BMPs IN PLACE. 15. ADDITIONAL BMP MATERIALS AND SPILL CLEANUP KITS SHALL BE STORED ON-SITE NEAR ACTIVE CONSTRUCTION AREAS AT ALL TIMES FOR RAPID DEPLOYMENT AS NEEDED. 16. EQUIPMENT SHALL BE STORED WITHIN ACTIVE CONSTRUCTION AREAS OR AT APPROVED STAGING AREAS WITH APPROPRIATE NON-STORMWATER AND OTHER APPROPRIATE BMPs IN PLACE AT ALL TIMES. 17. VISIBLE SEDIMENT SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH WORK DAY, IMMEDIATELY PRIOR TO RAIN EVENTS, AND AS REQUESTED BY THE QSP OR OWNER. KICK BROOMS SHALL NOT BE USED. 18. NEW STORM DRAIN FACILITIES MUST BE FREE OF SEDIMENT AND/OR ALL OTHER CONTAMINANTS BEFORE CONNECTING NEW STORM DRAIN FACILITIES TO THE EXISTING STORM DRAIN CONVEYANCE SYSTEM. WPC ABBREVIATIONS BMP CASQA LAT LON QSD QSP SWPPP TYP WPC BEST MANAGEMENT PRACTICE CALIFORNIA STORMWATER QUALITY ASSOCIATION LATITUDE LONGITUDE QUALIFIED SWPPP DEVELOPER QUALIFIED SWPPP PRACTITIONER STORMWATER POLLUTION PREVENTION PLAN TYPICAL WATER POLLUTION CONTROL TABLE 1: MINIMUM LIST OF CONSTRUCTION SITE BMPs *REFER TO CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BMP HANDBOOK: CONSTRUCTION FOR BMP DESCRIPTIONS AND DETAILS. BMP ID BMP NAME IMPLEMENTATION PERIOD EROSION CONTROL BMPs EC-1 EC-2 EC-5 EC-6 WE-1 SCHEDULING PRESERVATION OF EXISTING VEGETATION SOIL BINDERS STRAW MULCH THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION AS NEEDED THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION SEDIMENT CONTROL BMPs NON-STORMWATER BMPs SILT FENCE SEDIMENT TRAP CHECK DAMS FIBER ROLLS GRAVEL BAG BERM STREET SWEEPING AND VACUUMING STRAW BALE BARRIER STORM DRAIN INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE/EXIT SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-9 SE-10 TC-1 THROUGHOUT CONSTRUCTION AS NEEDED THROUGHOUT CONSTRUCTION AS NEEDED THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION MATERIALS MANAGEMENT BMPs NS-1 NS-2 NS-3 NS-6 NS-7 NS-8 NS-9 NS-10 NS-12 NS-13 NS-14 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-7 WM-8 WM-9 WM-10 WIND EROSION CONTROL THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION AS NEEDED AS NEEDED AS NEEDED THROUGHOUT CONSTRUCTION WATER CONSERVATION PRACTICES DEWATERING OPERATIONS PAVING AND GRINDING OPERATIONS ILLICIT CONNECTION/DISCHARGE POTABLE WATER/IRRIGATION VEHICLE AND EQUIPMENT CLEANING VEHICLE AND EQUIPMENT FUELING VEHICLE & EQUIPMENT MAINTENANCE CONCRETE CURING CONCRETE FINISHING MATERIAL OVER WATER MATERIAL DELIVERY AND STORAGE MATERIAL USE STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL SOLID WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONTAMINATED SOIL MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY/SEPTIC WASTE MANAGEMENT LIQUID WASTE MANAGEMENT THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION THROUGHOUT CONSTRUCTION 377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
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0 1 06/02/25 NTS WPC-1 2025-1002.3 MEASURE S FRONT STREET

IMPROVEMENTS G TO I STREETS

CRESCENT CITY, CA

WATER POLLUTION CONTROL EW GLH DY

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377 J Street
Crescent City, CA 95531
(707) 464-9506 phone
(707) 465-4405 fax
CITY of CRESCENT CITY
L C A
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TI Y CHECKED BY DATE SCALE JOB NO DESIGN BY DRAWN BY
NO. REVISION DATE SHEET

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES
0 1 06/02/25 1"=40' WPC-2 2025-1002.3 FRONT STREET IMPROVEMENTS

PLAY TO L STREETS

CRESCENT CITY, CA
WATER POLLUTION CONTROL EW GLH DY SE-1 SILT FENCE SE-5 FIBER ROLLS SE-7 STREET SWEEPING AND VACUUMING SC-10 STORM DRAIN INLET PROTECTION WE-1 WIND EROSION CONTROL TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT EC-2 PRESERVATION OF EXISTING VEGETATION NS-3 PAVING AND GRINDING OPERATIONS NS-8 VEHICLE AND EQUIPMENT CLEANING NS-9 VEHICLE AND EQUIPMENT FUELING NS-10 VEHICLE AND EQUIPMENT MAINTENANCE WM-8 CONCRETE WASTE MANAGEMENT LEGEND CWM CWM SEE CLEAN CALIFORNIA PROJECT FOR COORDINATED WATER POLLUTION CONTROL PLAN FR FR FR FR FR FR FR FR
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VEF VEM STAGING PHASE I (FRONT ST) STAGING PHASE II (K ST) STAGING PHASE II (K ST) FR SEE TCP-1 FOR PARKING LOT ACCESS AND STAGING BY PHASE CWM SHOWN DASHED AT (E) STORM DRAIN INLETS TO BE DEMOLISHED. KEEP PROTECTION IN PLACE UNTIL DEMOLITION, TYP

CWM VEC VEF VEM VEC VEF PROTECT ALL EXISTING DRAIN INLETS (NOT ALL SHOWN) IN PARKING LOT, TYP COORDINATE CONSTRUCTION ENTRANCES BY PHASE, TYP

Crescent City City CouncilSeptember 15, 2025

Crescent City City Council
September 15, 2025