City Council and Concurrent Authorities
April 15, 2025

G G 4" W
6" W 6" W 6" W 6" W 6" W 6" W 4" W 4" W 6" W 4" W
2" W
2" W 2" W
2" W 6" W 4" W 4" W 6" W
6" W
6" W
6" W 6" W 6" W 6" W 4" W 4" W
8" W 8" W 8" W 8" W 4" W 6" W 4" W 6" W
6" W 6" W
6" W 2" W 6" W 8" W 4" W 4" W
14" W
14" W 14" W 14" W 8" W 8" W
6" W
6" W
4" W
8" W
6" W 6"SS 10"SS
8"SS 10"SS 6"SS 10"SS 6"SS 10"SS 10"SS 10"SS 10"SS 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS 6"SS
6"SS 10"SS 10"SS 10"SS
8"SS 8"SS
6"SS 6"SS 6"SS
6"SS 10"SS 10"SS 10"SS 6"SS 6"SS 6"SS 6"SS
6"SS 8"SS 8"SS
6"SS 8"SS 8"SS 6"SS
6"SS
18"SS
6"SS
18"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS
18"SS 6"SS
6"SS 6"SS 6"SS 6"SS 8"SS 6"SS
8"SS 8"SS
6"SS 8"SS 6"SS
6"SS
16"SS 16"SS 16"SS 16"SS
16"SS
16"SS
8"SD
10"SD
SD SD
15"SD 15"SD 15"SD 15"SD
SD
SD
SD
15"SD
15"SD
SD
SD
SD
15"SD 8"SD 8"SD 8"SD 8"SD
SD
SD
SD
SD
10"SD 8"SD
10"SD 10"SD
SD
SD
SD
12"SD 8"SD
SD
SD
SD
12"SD 12"SD
15"SD
SD
SD
SD
SD
15"SD 15"SD
SD
SD
SD
SD
18"SD
8"SD
SD SD
SD
18"SD

TELE TELE TELE TELE TELE

TELE TELE

OH OH OH OH

OH OH TELE
TELE
TELE
TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE
G
G
G
G
G
G
G
G
G
G G
G G
G
G
G G
G G
G
G
G
G
G
G
E
E
E
E
E

OH OH OH
OH
OH OH

OH OH OH OH OH
OH

OH OH OH

OH OH OH
OH
OH OH

OH OH OH OH OH

OH OH OH
OH

OH OH OH OH
OH

OH OH OH
OH
OH
OH
OH
OH
OH OH
OH
2" W
E
E
E
E
6"SS
6"SS
6"SS
AURORA
STREET
UNION
STREET

PILGRIM
STREET

AIRPORT
WAY

SIERRA NEVADA
STREET
WILSON
WAY

EUGENIA
STREET
UNION

PACIFIC

RAILROAD
R R
R R

STOP STOP STOP STOP STOP STOP STOP MAIN STREET MAIN STREET MARKET STREET MARKET STREET

MAIN STREET
4" W
14" W
14" W 14" W
8" W
8" W
8" W
8" W 8" W
6" W
6" W 6" W
4" W
8" W6" W
6" W 6" W
8" W 8" W
6" W
8" W
8" W
8" W 6" W 6" W
8" W
6" W 8" W 8" W
6" W
6" W 8" W 8" W
12" W 12" W 12" W
8" W 6" W 12" W 12" W
6" W 12" W 12" W
8" W 12" W
6" W 12" W
6"SS 6"SS 6"SS
6"SS
8"SS
6"SS
8"SS 6"SS
6"SS 16"SS 16"SS 16"SS 16"SS
16"SS 16"SS
6"SS 16"SS
6"SS
6"SS
6"SS
33"SS
33"SS
33"SS
33"SS
6"SS 6"SS 6"SS
6"SS
6"SS 16"SS 16"SS
4"SS
30"SS
6"SS
6"SS
6"SS 16"SS 16"SS
21"SS
15"SS 16"SS
15"SS
15"SS 16"SS 16"SS 16"SS
8"SS 16"SS
10"SS 12"SS 12"SS 12"SS 12"SS 12"SS 12"SS
6"SS 6"SS
15"SD
SD
SD
SD
SD
15"SD 15"SD
SD
SD
SD SD
8"SD

SD SD SD
8"SD
21"SD
21"SD
SD
SD
SD
SD
18"SD 18"SD
SD
SD 18"SD 18"SD
21"SD
21"SD
12"SD
SD
SD
18"SD SD SD
18"SD
18"SD
12"SD
SD SD
SD
SD
SD
SD
10"SD
SD
SD
SD8"SD 8"SD
10"SD 10"SD
SD
SD 60"SD
60"SD
60"SD
60"SD

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OH
OH
OH

OH OH OH OH OHOH OH OH
OH
OH
OH
OH OH

OH OH OH

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OH OH OH OH OH OHOH
OH

OH OH OH OH OH
TELE
TELE
TELE
TELE
OH
OH

OH OH OH OH OHOH OH
OH
OH
OH
2" W
2" W
6" W
6"SS 6"SS 6"SS

SD SD OH

DELLA STREET
B
STREET

LAUREL STREET
C
STREET
ASH
STREET

COURT STREET
D
STREET

WAY WILSON

LAFAYETTE STREET MAIN STREET
R R
R R
XING
SCHOOL
SLOW

YIELD YIELD
YIELD
STOP
STOP
STOP
STOP
12"SD
12"SD 12"SD 12"SD

MARKET STREET

ASTREET MAIN STREET

LAFAYETTE STREET MAIN STREET

LOCUST STREET
HWY 4 CROSSTOWN FWY
STOP
STOP 12" W 12" W 12" W
6" W
6" W 12" W
6" W 12" W 12" W 12" W
6" W
6" W 12" W
8" W 12" W 12" W 12" W 12" W 12" W
6" W
8" W 12" W 8" W
6" W 6" W 8" W 8" W 8" W
6" W 6" W 8" W 8" W 8" W
6" W 12"SS 12"SS 6"SS 6"SS
6"SS
8"SS 8"SS
18"SS 12"SS 12"SS
12"SS 12"SS
8"SS
6"SS18"SS
6"SS 6"SS 18"SS 12"SS 12"SS
8"SS
18"SS 18"SS 18"SS
8"SS
18"SS
8"SS
6"SS
8"SS 12"SS 12"SS
6"SS 6"SS 12"SS 6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
8"SS 12"SS 12"SS 12"SS 12"SS 8"SS
8"SS 8"SS 8"SS 12"SS
8"SS 12"SS
8"SS
8"SS 12"SS SD
SD
SD 10"SD 10"SD
10"SD 10"SD
SD
SD
SD
SD
SD
SD
10"SD
10"SD
10"SD
SD
SD
SD
10"SD
SD SD
10"SD
10"SD
SD SD
18"SD 15"SD 15"SD 21"SD
SD
15"SD 21"SD
SD
SD
SD24"SD 24"SD 27"SD
54"SD
54"SD
SD
SD
54"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH OH OH

OH OH OH OH OH OH
OH

OH OH OH OH OH OH OHOH OH OH OH OH OHOH OH OH OH OH
OH
OH

OH OH OH
OH

OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH

SONORA STREET

ESTREET

FSTREET
MARSH
STREET

ALMA STREET
SHARON
AVENUE

SEARCHLIGHT AVENUE

FILBERT STREET

SULLIVAN
AVENUE

BURKETT AVENUE
SHASTA
AVENUE
DAVID
AVENUE
YIELD
YIELD
YIELD
STOP
STOP
STOP

STOP MAIN STREET MAIN STREET
MARSH
STREET
McDONELL AVENUE 8" W 8" W
6" W 8" W
8" W 8" W 8" W 8" W 8" W
6" W 8" W 8" W
8" W 6" W 8" W
8" W
6" W 12"SS
8"SS 12"SS
10"SS 12"SS 12"SS
10"SS
6"SS 6"SS 12"SS 12"SS
10"SS 8"SS 12"SS 12"SS
8"SS
8"SS 12"SS 12"SS
8"SS
8"SS 12"SS 12"SS
8"SS 15"SD 15"SD SD
SD 18"SD 18"SD
SD
SD
15"SD 21"SD 21"SD
SD 24"SD 24"SD
SD
SD 27"SD
SD
12"SD TELE TELE TELE TELE
E
E

E TELE TELE TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE
TELE
G
G
G
G

G OH OHOH
OH

OH OH OH OH OH
OH
OH

OH OH OH OH
OH

OH OH OH OH OH OHOH
OH

OH OH OH
OH
OH OH
OH
OH
RENDON
AVENUE

GOLDEN GATE AVENUE

WINDSOR
AVENUE

BROADWAY
AVENUE

NETHERTON

AVENUE MAIN STREET MAIN STREET
8" W 6"SS 8" W 4" W 4" W
4" W
6" W
6" W 6" W
12" W
12" W
8" W 8" W 8" W
8" W 8" W 6" W 6" W
4" W
4" W
4" W
4" W
4" W 8" W
8" W
8" W 8" W 6" W
4" W
4" W 8" W
8" W 8" W 8" W 6" W
8" W 4" W
8" W 6" W 6" W
6"SS
6"SS 6"SS 6"SS
8"SS 8"SS
8"SS 6"SS 12"SS 12"SS
8"SS 12"SS
6"SS 12"SS 6"SS 12"SS 6"SS 12"SS 6"SS 6"SS
6"SS
10"SS
10"SS
6"SS 6"SS
10"SS 12"SS
24"SS
8"SS 10"SS 10"SS
12"SD
12"SD
SD
SD
12"SD
SD
SD 12"SD 12"SD 24"SD 24"SD
SD
SD
12"SD
27"SD
27"SD SD
27"SD
12"SD
SD
SD
27"SD 27"SD
12"SD
SD
12"SD 24"SD 24"SD
SD
SD
24"SD
10"SD
SD
SD
SD
SD
SD
SD
12"SD
SD
12"SD 24"SD 24"SD 24"SD
18"SD
8"SD 8"SD
33" W 33" W 6"SS
SS 6"SS 6"SS
6"SS 12"SS
8"SS
6"SS 8"SS 8"SS
8"SS 6"SS 6"SS 14"SS 6"SS 6"SS
8"SS
8"SS 14"SS 14"SS 6"SS 14"SS
6"SS 6"SS 14"SS 14"SS 14"SS 6"SS 6"SS
6"SS 6"SS 6"SS 18"SS 18"SS
6"SS
6"SS
12"SS
6"SS
12"SS
6"SS
18"SD
18"SD 12"SD
10"SD
10"SD
18"SD
10"SD
10"SD
18"SD
12"SD
12"SD
SD 12"SD 12"SD 12"SD
10"SD
10"SD
12"SD 12"SD 8"SD
15"SD 15"SD 15"SD
21"SD 27"SD
6"SD 8"SD
12"SD
18"SD 12"SD
12"SD
SD SD

SD STOP STOP STOP STOP

CALIFORNIA
STREET

AMERICAN
STREET

STANISLAUS
STREET
GRANT

STREET MAIN STREET MARKET STREET

SAN JOAQUIN
STREET
SUTTER
STREET
HUNTER
STREET

EL DORADO
STREET
CENTER
STREET MAIN STREET & MARKET STREET PRECISE ROAD PLAN MAIN STREET, FROM HUNTER STREET TO HIGHWAY 99 MARKET STREET, FROM CENTER STREET TO MAIN STREET CITY PROJECT NO. WT18006 STOCKTON, CALIFORNIA 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description

CONTINUATION LINE
2 SEE ABOVE
CONTINUATION LINE 3

SEE BELOW
CONTINUATION LINE 3

SEE ABOVE
CONTINUATION LINE 4

SEE BELOW
CONTINUATION LINE 4
SEE ABOVE APPROVED BY: APPROVED APPROVED BY: RECOMMEND FOR APPROVALDATE TERRY HULL, CHAIR DATE CITY OF STOCKTON PLANNING COMMISSION CHRISTINA FUGAZI, MAYOR CITY OF STOCKTON C1.0 COVER SHEET SEE SHEET C3.1 SEE SHEET C3.12 SEE SHEET C3.3 SEE SHEET C3.4 SEE SHEET C3.5 SEE SHEET C3.6 SEE SHEET C3.8 SEE SHEET C3.9 SEE SHEET C3.14 SEE SHEET C3.2

SEE SHEET
C3.15 SEE SHEET C3.3 SEE SHEET C3.7 SEE SHEET C3.8 SEE SHEET C3.13 PHASING LEGEND PHASE 1: MAIN STREET AND MARKET STREET, FROM CALIFORNIA STREET TO SIERRA NEVADA STREET CONTINUATION LINE 1 - SEE BELOW 0' 125' SCALE: 1"=125' 62.5' 250' CONTINUATION LINE 1 - SEE BELOW
CONTINUATION LINE 2 - SEE BELOW SEE SHEET C3.0 SEE SHEET C3.10 SEE SHEET C3.11 SHEET INDEX: NO. SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 MAIN ST. CROSS SECTIONS STA -11+00 TO 39+00 C2.1 MAIN ST. CROSS SECTIONS STA 43+00 TO 61+00 C2.2 MAIN ST. CROSS SECTIONS STA 61+00 TO 127+00 C2.3 MARKET ST. CROSS SECTIONS STA -19+50 TO 39+50 C2.4 MARKET ST. CROSS SECTIONS STA 39+50 TO 49+50 C3.0 PRECISE ROAD PLAN MAIN STREET STA -11+00 TO 0+00 C3.1 PRECISE ROAD PLAN MAIN STREET STA 0+00 TO 15+00 C3.2 PRECISE ROAD PLAN MAIN STREET STA 15+00 TO 29+50 C3.3 PRECISE ROAD PLAN MAIN STREET STA 29+50 TO 45+00 C3.4 PRECISE ROAD PLAN MAIN STREET STA 45+00 TO 60+00 C3.5 PRECISE ROAD PLAN MAIN STREET STA 60+00 TO 75+00 C3.6 PRECISE ROAD PLAN MAIN STREET STA 75+00 TO 90+00 C3.7 PRECISE ROAD PLAN MAIN STREET STA 90+00 TO 105+00 C3.8 PRECISE ROAD PLAN MAIN STREET STA 105+00 TO 120+00 C3.9 PRECISE ROAD PLAN MAIN ST. STA 120+00 TO 131+00 C3.10 PRECISE ROAD PLAN MARKET STREET STA -19+50 TO -15+00 C3.11 PRECISE ROAD PLAN MARKET STREET STA -15+00 TO 0+00 C3.12 PRECISE ROAD PLAN MARKET STREET STA 0+00 TO 15+00 C3.13 PRECISE ROAD PLAN MARKET STREET STA 15+00 TO 29+50 C3.14 PRECISE ROAD PLAN MARKET STREET STA 29+50 TO 41+50 C3.15 PRECISE ROAD PLAN MARKET STREET STA 41+50 TO 53+00 C3.16 CONCEPTUAL LANDSCAPE ENLARGEMENTS I C3.17 CONCEPTUAL LANDSCAPE ENLARGEMENTS II C4.0 TRUCK TURN - MAIN STREET AND MARKET STREET C4.1 TRUCK TURN - MAIN STREET AND LAFAYETTE STREET C4.2 TRUCK TURN - MAIN STREET AND E STREET C4.3 TRUCK TURN - MAIN STREET AND FILBERT STREET C4.4 BUS TURN - MAIN STREET AND FILBERT STREET C4.5 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND MARKET STREET C4.6 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND WASHINGTON STREET Exhibit 1
3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description ABBREVIATIONS BCBCR BWDWECECR ELEPEXFLFOC GGRHORIZ INTX MAX MIN RR/WSTA SWVERT (W) (E) (S) (N) ±(L) (R) (R&R) GENERAL NOTES 1. POTENTIAL CONFLICTS WITH EXISTING UTILITIES MAY OCCUR AS A RESULT OF PROPOSED IMPROVEMENTS. THE DETAILED LOCATION OF UTILITIES ARE NOT KNOWN AT THIS TIME. FURTHER COORDINATION WITH UTILITY AGENCIES SHALL OCCUR DURING PREPARATION OF CONSTRUCTION DOCUMENTS. 2. THIS PRELIMINARY PLAN HAS BEEN PREPARED FOR STUDY PURPOSES ONLY. PLAN IS NOT FOR CONSTRUCTION 3. RELOCATE TRAFFIC SIGNS WHERE NECESSARY. 4. ALL NEW CORNERS MUST HAVE ACCESSIBLE RAMPS PER THIS PLAN (TYPICAL). 5. GRADE BREAK SHALL NOT EXCEED 3% (TYPICAL). 6. FINAL TRAFFIC CONTROL PLAN DESIGN WILL BE INCLUDED WITH THE FINAL ENGINEERING PLANS. 7. ALL STRIPING WILL BE PERFORMED IN ACCORDANCE WITH CITY OF STOCKTON STANDARDS. 8. BEARING LINES ARE IDENTICAL TO BEARING LINES SHOWN ON THE RIGHT OF WAY CONTROL PLANS. 9. ALL TURN BAY TAPERS ARE IN ACCORDANCE WITH CALTRANS STANDARDS. 10. INSTALL STREET TREES PER CITY OF STOCKTON STANDARD DRAWING NO. R-78 WHERE NONE EXIST. 11. ALL NON-COMPLIANT RAMPS SHALL BE UPGRADED FOR CONFORMANCE WITH ADA REQUIREMENTS. 12. EXISTING OVERHEAD UTILITIES SHALL BE RELOCATED UNDERGROUND AT A LATER DATE. OWNER / DEVELOPER SHALL BE RESPONSIBLE FOR THE UNDERGROUNDING OF ANY OVERHEAD UTILITY LINES LOCATED ALONG THEIR FRONTAGE. 13. SIDEWALK CORNERS ARE DRAWN PICTORIALLY. CITY STANDARD SIDEWALK CORNERS SHALL HAVE DUAL RAMPS UNLESS PHYSICAL CONSTRAINTS DO NOT ALLOW FOR MORE THAN ONE RAMP. THEREFORE, IF THE CONSTRAINTS IN FUTURE EXIST, A JUSTIFICATION MEMO FOR FILE MUST BE PROVIDED 14. WHERE EXISTING TRAFFIC SIGNAL CABINETS ARE BEING REMOVED, RELOCATE AND SECURE THE EXISTING FIBER OPTIC CABLING IN A NEW CABINET AT THE NEW LOCATION. BEGINNING OF CURB BEGINNING CURB RETURN BACK OF WALK DRIVEWAY END OF CURB END CURB RETURN ELEVATION EDGE OF PAVEMENT EXISTING FLOWLINE FACE OF CURB GROUND GRADE HORIZONTAL INTERSECTION MAXIMUM MINIMUM RADIUS RIGHT OF WAY STATION SIDEWALK VERTICAL WEST EAST SOUTH NORTH PLUS OR MINUS LEFT RIGHT (REMOVE AND REPLACE) ROAD CENTERLINE LEGEND EXISTING RIGHT-OF-WAY STATION MARKER 13+00 3 CENTERLINE POINT LABEL EXISTING SHRUB EXISTING TREE PARALLEL PARKING STALL LIMITS STOP INSTALL STOP PAVEMENT MARKING PER CITY OF STOCKTON STANDARD DRAWING NO. R-113 EXISTING SIGNAL LIGHT EXISTING FENCE EXISTING UTILITY VAULTS EXISTING POWER POLE INSTALL NEW SIGN EXISTING SIGN INSTALL NEW THERMOPLASTIC STRIPING PER DETAIL NUMBER 39A ACCESS NOTES 1. ACCESS SHALL BE RESTRICTED WITH IN A MINIMUM OF 30 FEET OF CURBFACES OF INTERSECTING STREETS TO PROVIDE FOR THE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC THROUGH INTERSECTIONS. 2. EXISTING ACCESSES TO DEVELOPED SITES MAY REMAIN UNTIL THE SITE IS REDEVELOPED OR IMPROVED. IN GENERAL, ALL FRONTAGE IMPROVEMENTS AND ANY IMPROVEMENT (INCLUDING STRUCTURAL MODIFICATION OR REMODELING) THAT ALTER THE SITE'S TRIP GENERATION OR THE TRAFFIC FLOW TO AND FROM THE SITE SHALL BE CONSTRUED AS A REDEVELOPMENT OR IMPROVEMENT AND WILL TRIGGER THE NEED TO REVIEW AND MODIFY/ELIMINATE ACCESSES AS NECESSARY. UNUSED ACCESSES SHALL BE REMOVED. 3. IF A PARCEL HAS FRONTAGE ON ANOTHER STREET IN ADDITION TO THE SPECIFIC PLAN ROADWAY, ACCESS TO THE SPECIFIC PLAN ROADWAY WILL BE PERMITTED ONLY WHERE THE IMPACTS ON THE SPECIFIC PLAN ROADWAY ACCESS ARE SIGNIFICANTLY LESS THAN THE IMPACTS OF AN ACCESS ON THE OTHER STREET. 4. ONE ACCESS POINT PER PROPERTY OWNERSHIP WILL BE PERMITTED, UNLESS A DEVELOPMENT OR CIRCULATION PLAN IS PROVIDED DEMONSTRATING THAT MORE THAN ONE ACCESS IS REQUIRED TO HANDLE DRIVEWAY VOLUMES, AND WILL NOT BE DETRIMENTAL TO TRAFFIC FLOW ON ADJACENT PUBLIC ROADS. 5. SHOULD A PARCEL EXIST WITH NO OTHER POTENTIAL ACCESS POINTS AND NOT UNDER SAME PROPERTY OWNERSHIP AS ADJACENT PARCELS, A SINGLE 20-FOOT WIDE, "RIGHT-TURN ONLY" EGRESS/INGRESS MAY BE GRANTED. 6. UNLESS OTHERWISE NOTED, ACCESS IS RESTRICTED ALONG THE SPECIFIC PLAN ROADWAY. 7. ALL BRIDGE TYPE DRIVEWAYS USED TO ACCESS THE SPECIFIC PLAN ROADWAY SHALL BE REPLACED WITH STANDARD DRIVEWAYS WHERE APPLICABLE. + C1.1 GENERAL NOTES EDGE OF EXISTING BUILDING EXISTING FIRE HYDRANT EXISTING MAINTENANCE HOLE EXISTING STORM DRAIN INLET EXISTING WATER VALVE EXISTING GUY ANCHOR EXISTING BENCH EXISTING BOLLARD TRUNCATED DOMES EXISTING STREET LIGHT (DUAL-HEAD ACORN) INSTALL STREET LIGHT (DUAL-HEAD ACORN) 4" DOUBLE YELLOW SOLID LINE WITH PAVEMENT MARKERS PER MUTCD FIGURE 3A-107 (CA), DETAIL 29 4" DOUBLE YELLOW SOLID LINE PER MUTCD FIGURE 3A-108 (CA), DETAIL 32 6" WHITE SOLID LINE PER MUTCD FIGURE 3A-112 (CA), DETAIL 39 6" WHITE SOLID LINE PER MUTCD FIGURE 3A-112 (CA), DETAIL 39A TYPE I STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) TYPE IV (L) STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) TYPE VI STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) TYPE VII (L) STRIPING ARROW PER MUTCD FIGURE 3B-24(CA) RAILROAD CROSSING STRIPING PER MUTCD FIGURE 8B-7(CA) THERMOPLASTIC GREEN AND WHITE DASHED STRIPING INSTALL STREET LIGHT (COBRA) EXISTING STREET LIGHT (COBRA) TYPICAL CROSSWALK LAYOUT AT INTERSECTION PER CITY OF STOCKTON STD. DWG. NO. R-113. "TRIPLE 4" HIGH VISIBILITY CROSSWALK INSTALLATION AT EXISTING CROSSWALKS. PER CITY OF STOCKTON STD. DWG. NO. R-114. BIKE LANE SYMBOL PER MUTCD FIGURE 9C-3 BIKE BOX PER FEDERAL HIGHWAY ADMINISTRATION SEPARATED BIKE LANE PLANNING GUIDE FIGURE 30 LATERAL SHIFT AT INTERSECTION PER FEDERAL HIGHWAY ADMINISTRATION SEPARATED BIKE LANE PLANNING GUIDE FIGURE 23 8" WHITE SOLID LINE PER MUTCD FIGURE 3A-112 (CA), DETAIL 38 LEGEND (CONT.) HIGH VISIBILITY WHITE THERMOPLASTIC CONTINENTAL CROSSWALK WITH 24" WIDE PIANO KEY STRIPING SPACED AT 4' O.C. PER MUTCD FIGURE 3B-19 AND MUTCD SECTION 3B.18, NOTE 15 HIGH VISIBILITY WHITE THERMOPLASTIC PARKING SPACE MARKINGS PER MUTCD FIGURE 3B-21 (CA) PARKING SPACE MARKINGS PER MUTCD FIGURE 3B-21 (CA) PROPOSED FENCE RIGHT OF WAY TO BE ACQUIRED RIGHT OF WAY TO BE ABANDONED RIGHT OF WAY TO BE ACQUIRED AND THEN ABANDONED Exhibit
1 NOT TO SCALE MAIN STREET - EXISTING SECTION STA -11+00 TO -03+25, -01+50 TO -00+50, 00+75 TO 25+00 MAIN STREET - PROPOSED SECTION STA -11+00 TO -03+25, -01+50 TO -00+50, 00+75 TO 25+00 R/W VARIES 39.5'± TO 41± R/W 9' PARKING LANE 12' TRAVEL LANE VARIES 8'± TO 9'± PARKING LANE VARIES 39.5'± TO 41± VARIES 7.6' TO 9.1' PARKING LANE VARIES 11.9' TO 12.9' TRAVEL LANE R/W VARIES 7.6' TO 8.6' PARKING LANE VARIES 11.4' TO 13.3' TRAVEL LANE VARIES 8.8' TO 11.2' PARKWAY AND SIDEWALK VARIES 9.2' TO 11.2' PARKWAY AND SIDEWALK 60.6' VARIES 8.8' TO 11.2' PARKWAY AND SIDEWALK VARIES 9.2' TO 11.2' PARKWAY AND SIDEWALK 60.6' NOT TO SCALE MAIN STREET - PROPOSED PLAN STA -11+00 TO -03+25, -01+50 TO -00+50, 00+75 TO 25+00 A VARIES 39.5'± TO 41± VARIES 8'± TO 9'± PARKING LANE 12' TRAVEL LANE 6' BIKE LANE 9' PARKING LANE VARIES 9.2' TO 11.2' PARKWAY AND SIDEWALK VARIES 8.8' TO 11.2' PARKWAY AND SIDEWALK 60.6' R/W R/W VARIES 4.5' TO 6.3' BUFFER LANE R/W VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 3' TO 7'± BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN VARIES 24.5'± TO 29'± BULBOUT CLEAR WIDTH VARIES 24.5'± TO 31.5'± BULBOUT CLEAR WIDTH 6' BIKE LANE VARIES 4.5' TO 6.3' BUFFER LANE NOT TO SCALE NOT TO SCALE MAIN STREET - EXISTING SECTION STA 25+00 TO 39+00 MAIN STREET - PROPOSED SECTION STA 25+00 TO 39+00 R/W VARIES 38.5'± TO 41'± R/W 9' PARKING LANE 12' TRAVEL LANE 8'± PARKING LANE VARIES 38.5'± TO 41'± 8'± PARKING LANE VARIES 10.9' TO 12.7' TRAVEL LANE R/W 8'± PARKING LANE VARIES 10.7' TO 12.1' TRAVEL LANE VARIES 8' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.5' TO 12.2' PARKWAY AND SIDEWALK 60.6' VARIES 8' TO 12.2' PARKWAY AND SIDEWALK 60.6' NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 25+00 TO 39+00 C VARIES 38.5'± TO 41'± 8'± PARKING LANE 12' TRAVEL LANE 6' BIKE LANE 9' PARKING LANE VARIES 8.5' TO 11.5' PARKWAY AND SIDEWALK VARIES 7.7' TO 11' PARKWAY AND SIDEWALK 60.6' R/W R/W VARIES 3.1' TO 6.1' BUFFER LANE R/W 6' BIKE LANE VARIES 3.1' TO 6.1' BUFFER LANE NOT TO SCALE VARIES 10' TO 11' CURB TO R/W VARIES 9.6' TO 11.5' CURB TO R/W VARIES 8.5' TO 11.5' PARKWAY AND SIDEWALK VARIES 9.6' TO 11.5' CURB TO R/W VARIES 10' TO 11' CURB TO R/W VARIES 9.6' TO 11.5' CURB TO R/W VARIES 10' TO 11' CURB TO R/W NOT TO SCALE MAIN STREET - EXISTING SECTION STA -03+25 TO -01+50, -00+50 TO 00+75 MAIN STREET - PROPOSED SECTION STA -03+25 TO -01+50, -00+50 TO 00+75 R/W 34.2'± R/W 9' PARKING LANE 13.7' TRAVEL LANE 34.2'± VARIES 12.6' TO 13.1' TRAVEL LANE R/W 8' PARKING LANE VARIES 13.1' TO 13.5' TRAVEL LANE 17'± PARKWAY AND SIDEWALK 9.5'± SIDEWALK 60.6' 17'± PARKWAY AND SIDEWALK 9.5'± SIDEWALK 60.6' NOT TO SCALE MAIN STREET - PROPOSED PLAN STA -03+25 TO -01+50, -00+50 TO 00+75 B 34.2'± 13.7' TRAVEL LANE 6' BIKE LANE 9.5'± SIDEWALK 17'± PARKWAY AND SIDEWALK 60.6' R/W R/W 5.5'± BUFFER LANE R/W 6' BIKE LANE 5.5'± BUFFER LANE NOT TO SCALE 9' PARKING LANE 6.4' BULB-OUT INTRUSION FROM CURB, WHERE OCCURS PER PLAN 27.7' BULBOUT CLEAR WIDTH 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C2.0 MAIN ST. CROSS SECTIONS STA -11+00 TO 39+00 Exhibit 1
NOT TO SCALE MAIN STREET - EXISTING SECTION STA 54+50 TO 56+00 NOT TO SCALE MAIN STREET - PROPOSED SECTION STA 54+50 TO 56+00 NOT TO SCALE R/W R/W R/W R/W 8' PARKING LANE 12' TRAVEL LANE 5' BIKE LANE VARIES 57'± TO 60.5'± VARIES 8.6' TO 9.1' TRAVEL LANE VARIES 10.9' TO 11.2' TRAVEL LANE VARIES 17.1' TO 20.5' TRAVEL LANE VARIES 11.8' TO 12' TRAVEL LANE VARIES 7.5' TO 9.9' PARKWAY AND SIDEWALK VARIES 7.8' TO 12.1' PARKWAY AND SIDEWALK VARIES 7.8' TO 12.1' PARKWAY AND SIDEWALK 80' 80' E NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 54+50 TO 56+00 8' PARKING LANE 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 2.9'± BUFFER LANE 5' BIKE LANE VARIES 7.5' TO 9.9' PARKWAY AND SIDEWALK VARIES 7.8' TO 12.1' PARKWAY AND SIDEWALK 80' R/W R/W VARIES 11.6' TO 14.4' BUFFER LANE VARIES 57'± TO 60.5'± 2.9'± BUFFER LANE VARIES 57'± TO 60.5'± 6' BIKE LANE 12' TRAVEL LANE VARIES 7.5' TO 9.9' PARKWAY AND SIDEWALK VARIES 11.6' TO 14.4' BUFFER LANE 8'± PARKING LANE VARIES 7.5' TO 11.2 CURB TO R/W VARIES 7.7' TO 11.2' CURB TO R/W 12± CURB TO R/W 12± CURB TO R/W VARIES 7.7' TO 11.2' CURB TO R/W 12± CURB TO R/W NOT TO SCALE MAIN STREET - EXISTING SECTION STA 56+00 TO 61+00 NOT TO SCALE MAIN STREET - PROPOSED SECTION STA 56+00 TO 61+00 NOT TO SCALE R/W R/W R/W R/W VARIES 60.5'± TO 64.5'± 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 6' BIKE LANE VARIES 60.5'± TO 64.5'± VARIES 20.2' TO 20.8' TRAVEL LANE VARIES 11.1' TO 11.6' TRAVEL LANE VARIES 17.1' TO 20.2' TRAVEL LANE VARIES 11.5' TO 12.3' TRAVEL LANE VARIES 8.5 TO 12.8' PARKWAY AND SIDEWALK VARIES 7.8' TO 9' SIDEWALK VARIES 7.8' TO 9' SIDEWALK VARIES 8.5' TO 12.8' PARKWAY AND SIDEWALK 80' 80' F NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 56+00 TO 61+00 12' TRAVEL LANE 6' BIKE LANE 12' TRAVEL LANE 14'± BUFFER LANE 6' BIKE LANE VARIES 8.5' TO 12.8' PARKWAY AND SIDEWALK VARIES 7.8' TO 9' SIDEWALK 80' R/W R/W VARIES 10' TO 14.5' BUFFER LANE VARIES 60.5'± TO 64.5'± 14'± BUFFER LANE VARIES 10' TO 14.5' BUFFER LANE MAIN STREET - EXISTING SECTION STA 43+00 TO 47+50 MAIN STREET - PROPOSED SECTION STA 43+00 TO 47+50 R/W R/W R/W R/W 45'± 9' PARKING LANE 6' BIKE LANE 9' PARKING LANE 56'± 8'± PARKING LANE VARIES 11.7' TO 12' TRAVEL LANE 8'± PARKING LANE 12'± TRAVEL LANE VARIES 15.8 TO 16.3' TRAVEL LANE 7.5'± PARKWAY AND SIDEWALK VARIES 8.6' TO 11.8' PARKWAY AND SIDEWALK 7.5± PARKWAY AND SIDEWALK 80' 80' 45'± 5'± BUFFER LANE 6' BIKE LANE 9' PARKING LANE 16' TRAVEL LANE 7.5'± PARKWAY AND SIDEWALK VARIES 19.6' TO 22.8' PARKWAY AND SIDEWALK 80' R/W R/W NOT TO SCALE MAIN STREET - PROPOSED PLAN STA 43+00 TO 47+50 D 9' PARKING LANE 5'± BUFFER LANE 16' TRAVEL LANE NOT TO SCALE NOT TO SCALE 23± CURB TO R/W 12± CURB TO R/W 23± CURB TO R/W 12± CURB TO R/W 12± CURB TO R/W 12± CURB TO R/W VARIES 19.6' TO 22.8' PARKWAY AND SIDEWALK 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C2.1 MAIN ST. CROSS SECTIONS STA 43+00 TO 61+00 Exhibit
1 MAIN STREET - PROPOSED PLAN STA 116+00 TO 127+00 I MAIN STREET - PROPOSED SECTION STA 116+00 TO 127+00 R/W R/W 64'± 12' TWO WAY LEFT TURN LANE 6' BIKE LANE 8'± PARKING LANE 12' TRAVEL LANE 8'± PARKING LANE VARIES 5.1' TO 7.1' SIDEWALK VARIES 5' TO 7.8' SIDEWALK 80' 12' TRAVEL LANE MAIN STREET - EXISTING SECTION STA 116+00 TO 127+00 NOT TO SCALE R/W R/W 64'± VARIES 5.1' TO 7.1' SIDEWALK VARIES 5' TO 7.8' SIDEWALK 80' VARIES 14' TO 14.8' TRAVEL LANE VARIES 11.8' TO 12.1' TRAVEL LANE VARIES 14.3' TO 14.6' TRAVEL LANE VARIES 11.7' TO 12' TRAVEL LANE VARIES 11' TO 11.5' TWO WAY LEFT TURN LANE 64'± 12' TRAVEL LANE 8'± PARKING LANE 12' TWO WAY LEFT TURN LANE 8'± PARKING LANE VARIES 5' TO 7.8' SIDEWALK VARIES 5.1' TO 7.1' SIDEWALK 80' R/W R/W 6' BIKE LANE 12' TRAVEL LANE 6' BIKE LANE 6' BIKE LANE 7.5'± CURB TO R/W NOT TO SCALE NOT TO SCALE 8.5'± CURB TO R/W 7.5'± CURB TO R/W 8.5'± CURB TO R/W 7.5'± CURB TO R/W 8.5'± CURB TO R/W G 56'± 8' PARKING LANE 12' TRAVEL LANE VARIES 2.9' TO 3.3' BUFFER LANE 5' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 2.4' TO 3.1' BUFFER LANE 5' BIKE LANE VARIES 9.5' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.4' TO 12.2' PARKWAY AND SIDEWALK 80' R/W NOT TO SCALE R/WR/W 56'± 8' PARKING LANE 12' TRAVEL LANE VARIES 2.9' TO 3.3' BUFFER LANE 5' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 2.4' TO 3.1' BUFFER LANE 5' BIKE LANE 56'± 8'± PARKING LANE VARIES 9.6' TO 10' TRAVEL LANE 8'± PARKING LANE VARIES 9.8' TO 10.2' TRAVEL LANE VARIES 9.9' TO 10.4' TRAVEL LANE VARIES 9.7' TO 10.1' TRAVEL LANE VARIES 9.5' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.4' TO 12.2' PARKWAY AND SIDEWALK VARIES 8.4' TO 12.2' PARKWAY AND SIDEWALK VARIES 9.5' TO 12.2' PARKWAY AND SIDEWALK 80' 80' MAIN STREET - PROPOSED PLAN STA 61+00 TO 94+50 MAIN STREET - PROPOSED PLAN STA 61+00 TO 94+50 MAIN STREET - EXISTING SECTION STA 61+00 TO 94+50 NOT TO SCALE NOT TO SCALE R/WR/WR/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W 12'± CURB TO R/W MAIN STREET - EXISTING SECTION STA 98+00 TO 114+00 NOT TO SCALE MAIN STREET - PROPOSED SECTION STA 98+00 TO 114+00 MAIN STREET - PROPOSED PLAN STA 98+00 TO 114+00 R/W R/W VARIES 63.5'± TO 64.5'± 8' PARKING LANE 12' TRAVEL LANE VARIES 5.9' TO 6.2' BUFFER LANE 6' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 5.7' TO 6.4' BUFFER LANE 6' BIKE LANE VARIES 63.5'± TO 64.5'± 8' PARKING LANE 12' TRAVEL LANE VARIES 5.9' TO 6.2' BUFFER LANE 6' BIKE LANE 8' PARKING LANE 12' TRAVEL LANE VARIES 5.7' TO 6.4' BUFFER LANE 6' BIKE LANE VARIES 5.3' TO 8.2' SIDEWALK VARIES 5.2' TO 8.7' SIDEWALK VARIES 5.2' TO 8.7' SIDEWALK VARIES 5.3' TO 8.2' SIDEWALK 80' 80' R/W R/W H R/W R/W VARIES 63.5'± TO 64.5'± VARIES 5.2' TO 7.5' SIDEWALK 80' 8'± PARKING LANE VARIES 12.9' TO 13.6' TRAVEL LANE 8'± PARKING LANE VARIES 10.3' TO 11' TRAVEL LANE VARIES 12.8' TO 13.9' TRAVEL LANE VARIES 10.5' TO 11.2' TRAVEL LANE 7'± CURB TO R/W NOT TO SCALE NOT TO SCALE VARIES 8.5'± TO 9.5'± CURB TO R/W 7'± CURB TO R/W VARIES 8.5'± TO 9.5'± CURB TO R/W 7'± CURB TO R/W VARIES 8.5'± TO 9.5'± CURB TO R/W VARIES 5.3' TO 8.2' SIDEWALK 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C2.2 MAIN ST. CROSS SECTIONS STA 61+00 TO 127+00 Exhibit
1 NOT TO SCALE
MARKET STREET - EXISTING SECTION STA -03+00 TO 01+00

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA -03+00 TO 01+00

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA -03+00 TO 01+00

R/W R/W

26.5'±
6'±
BIKE
LANE
12'±
TRAVEL
LANE

26.5'±
12'±
TRAVEL
LANE

8.5'±
BUFFER
LANE
6'±
BIKE
LANE

13.1'±
TRAVEL
LANE

13.4'±
TRAVEL
LANE
VARIES

10.2'± TO 17.1'±

PARKWAY
AND

SIDEWALK
17'±

PARKWAY
AND

SIDEWALK
VARIES

10.2'± TO 17.1'±

PARKWAY
AND

SIDEWALK
17'±

PARKWAY
AND

SIDEWALK

60.6'

60.6'

R/W R/W

R/W R/W
K

8.5'±
BUFFER
LANE

17.1±

CURB TO R/W

17.1±

CURB TO R/W

26.5'±
17'±

PARKWAY
AND
SIDEWALK 17.1±

CURB TO R/W

60.6'
VARIES

10.2'± TO 17.1'±

PARKWAY
AND

SIDEWALK

NOT TO SCALE
MARKET STREET - EXISTING SECTION STA -19+50 TO -03+00, 25+00 TO 39+50

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA -19+50 TO -03+00, 25+00 TO 39+50

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA -19+50 TO -03+00, 25+00 TO 39+50

R/W R/W
VARIES 39.5'± TO 41.3'±
8'±

PARKING
LANE
6'
BIKE
LANE
12'
TRAVEL
LANE
9'±

PARKING
LANE
VARIES 39.5'± TO 41.3'±
8'±

PARKING
LANE
9'±

PARKING
LANE
12'
TRAVEL
LANE
VARIES

4.4' TO 6.4'
BUFFER
LANE
6'
BIKE
LANE
VARIES 39.5'± TO 41.3'±
VARIES

7.6' TO 8.5'

PARKING
LANE
VARIES

7.8' TO 8.4'

PARKING
LANE
VARIES

11.3' TO 12.8'

TRAVEL LANE
VARIES

11.5' TO 12.7'

TRAVEL LANE
VARIES
9' TO 10.7'

PARKWAY
AND

SIDEWALK
VARIES

8.3' TO 10.6'

PARKWAY
AND

SIDEWALK
VARIES
9' TO 10.7'

PARKWAY
AND

SIDEWALK
VARIES

8.3' TO 10.6'

PARKWAY
AND

SIDEWALK
VARIES
9' TO 10.7'

PARKWAY
AND

SIDEWALK
VARIES

8.3' TO 10.6'

PARKWAY
AND

SIDEWALK

60.6'

60.6'

60.6'

R/W R/W

R/W R/W
J
VARIES

4.4' TO 6.4'
BUFFER
LANE

NOT TO SCALE
MARKET STREET - EXISTING SECTION STA 01+00 TO 25+00

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA 01+00 TO 25+00

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA 01+00 TO 25+00

R/W R/W
VARIES 40'± TO 41.5'±
8'±

PARKING
LANE
6'
BIKE
LANE
12'
TRAVEL
LANE
9'±

PARKING
LANE
VARIES 40'± TO 41.5'±
8'±

PARKING
LANE
9'±

PARKING
LANE
12'
TRAVEL
LANE
VARIES

4.6' TO 7'
BUFFER
LANE
6'
BIKE
LANE
VARIES 40'± TO 41.5'±
8'±

PARKING
LANE
8'±

PARKING
LANE
VARIES

11.9' TO 12.3'
TRAVEL
LANE
VARIES

11.4' TO 13.2'
TRAVEL
LANE
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK
VARIES

9.1' TO 11.3'

PARKWAY
AND

SIDEWALK

60.6'

60.6'

60.6'

R/W R/W

R/W R/W
L
VARIES

4.6' TO 7'
BUFFER
LANE
VARIES 3'± TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 6' TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 25'± TO 31'±

BULBOUT CLEAR WIDTH
VARIES 3'± TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 6' TO 7'± BULB-OUT

INTRUSION FROM CURB,

WHERE OCCURS PER PLAN
VARIES 25'± TO 31'±

BULBOUT CLEAR WIDTH
3428 Brookside Road Stockton, California 95219
209-943-2021 www.siegfriedeng.com Fx: 209-942-0214

CIVIL ENGINEERING

STRUCTURAL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING SCALE AS SHOWN

DESIGNED BY

DRAWN BY

CHECKED BY
RECORD DWGS.

CITY OF STOCKTON, CALIFORNIA
SHEET NO.

OF 32 SHEETS
PROJECT NO.

MAIN STREET & MARKET STREET

PRECISE ROAD PLAN
NJB
NJB
PJS
Revision
No. Date By Apprvd.

By
WT18006

DEPARTMENT OF PUBLIC WORKS
APPROVED BY:

DATE

CITY ENGINEER

STOCKTON, CALIFORNIA

Project Manager Project Engineer
Description
C2.3
MARKET ST. CROSS SECTIONS
STA -19+50 TO 39+50
Exhibit 1

NOT TO SCALE
MARKET STREET - EXISTING SECTION STA 39+50 TO 49+50

NOT TO SCALE
MARKET STREET - PROPOSED SECTION STA 39+50 TO 49+50

NOT TO SCALE
MARKET STREET - PROPOSED PLAN STA 39+50 TO 49+50

R/W R/W

36.5'±
8'

PARKING
LANE
5'
BIKE
LANE
12'
TRAVEL
LANE
9'

PARKING
LANE

36.5'±
8'

PARKING
LANE
9'

PARKING
LANE
12'
TRAVEL
LANE
VARIES

1.9' TO 2.5'
BUFFER
LANE
5'
BIKE
LANE

36.5'±
8'±

PARKING
LANE
8'±

PARKING
LANE
VARIES
10'±

TRAVEL LANE
VARIES
10' TO 10.4'

TRAVEL LANE
VARIES

9.2' TO 11.8'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 12.3'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 11.8'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 12.3'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 11.8'

PARKWAY AND

SIDEWALK
VARIES

9.2' TO 12.3'

PARKWAY AND

SIDEWALK

60.6'

60.6'

60.6'

R/W R/W

R/W R/W
M
VARIES

1.9' TO 2.5'
BUFFER
LANE

11.5'±

CURB TO R/W

12.5'±

CURB TO R/W

11.5'±

CURB TO R/W

12.5'±

CURB TO R/W

11.5'±

CURB TO R/W

12.5'±

CURB TO R/W
3428 Brookside Road Stockton, California 95219
209-943-2021 www.siegfriedeng.com Fx: 209-942-0214

CIVIL ENGINEERING

STRUCTURAL ENGINEERING

LANDSCAPE ARCHITECTURE

LAND SURVEYING SCALE AS SHOWN

DESIGNED BY

DRAWN BY

CHECKED BY
RECORD DWGS.

CITY OF STOCKTON, CALIFORNIA
SHEET NO.

OF 32 SHEETS
PROJECT NO.

MAIN STREET & MARKET STREET

PRECISE ROAD PLAN
NJB
NJB
PJS
Revision
No. Date By Apprvd.

By
WT18006

DEPARTMENT OF PUBLIC WORKS
APPROVED BY:

DATE

CITY ENGINEER

STOCKTON, CALIFORNIA

Project Manager Project Engineer
Description
C2.4
MARKET ST. CROSS SECTIONS
STA 39+50 TO 49+50
Exhibit 1
6"SS
SS 6"SS 6"SS
6"SS 8"SS 8"SS
8"SS 6"SS 6"SS
18"SD
10"SD
18"SD
10"SD
10"SD
18"SD
12"SD 12"SD SD
10"SD
12"SD 12"SD 8"SD
SUTTER
STREET

SAN JOAQUIN
STREET
HUNTER
STREET MAIN STREET 15' 20' 51' 72' 10' 10' 16' 16' 113' 19' 105' 27' 27' 64' 28' 10' 11' 14' 122' 50' 8.3' 12.4' 8' 11.5' 8' 12.4' 8' 8' 11.7' 8' 55' 12.6' 12.4' 6"SS SS 6"SS 6"SS 6"SS 8"SS 8"SS
8"SS 6"SS 6"SS
18"SD
10"SD
18"SD
10"SD
10"SD
18"SD
12"SD 12"SD SD
10"SD
12"SD 12"SD 8"SD -11+00 -10+00 -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 STA: -7+40.56

STRIPING START
STA: -6+24.40

STRIPING START
STA: -5+83.21

STRIPING END
STA: -3+55.58

STRIPING START
STA: -3+25.67

STRIPING END
STA: -2+40.29

STRIPING START
STA: -1+99.08

STRIPING END
STA: 0+27.18 SL1 SL2 SL3 SL4 SL5 SL6 SL7 SL8 SL9 SL10 SL11 SL12 SL13 SL14SL15 SL16 SL17 SL18 SL19 SL20 SL21 SL22 SL23 SL24 SL25 SL26 SL27 SL28 SL29 SL30 SL31 SL32 STA: -10+03.27

STRIPING START
STA: -9+51.29

STRIPING END
STA: -9+43.30

STRIPING START
STA: -9+13.27

STRIPING END
STA: -7+10.56
STRIPING END 1 3 4 2
STA:-9+57.99
OFFSET:-19.69
STA:-9+44.61
OFFSET:-19.69
STA:-9+07.80
OFFSET:-19.74
STA:-8+86.40
OFFSET:-19.77 -11+00 -10+00 -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 STA: -7+40.56

STRIPING START
STA: -6+24.40

STRIPING START
STA: -5+83.21

STRIPING END
STA: -3+55.58

STRIPING START
STA: -3+25.67

STRIPING END
STA: -2+40.29

STRIPING START
STA: -1+99.08

STRIPING END
STA: 0+27.18 SL1 SL2 SL3 SL4 SL5 SL6 SL7 SL8 SL9 SL10 SL11 SL12 SL13 SL14SL15 SL16 SL17 SL18 SL19 SL20 SL21 SL22 SL23 SL24 SL25 SL26 SL27 SL28 SL29 SL30 SL31 SL32 STA: -10+03.27

STRIPING START
STA: -9+51.29

STRIPING END
STA: -9+43.30

STRIPING START
STA: -9+13.27

STRIPING END
STA: -7+10.56

STRIPING END
SUTTER
STREET

SAN JOAQUIN
STREET
HUNTER
STREET MAIN STREET 9.5' 8.8' 6' 5.5' 10.8' 8' 9.6' 9' 5.8' 10.2' 10.4' 6' 5.5' 8' 9.7' 6' 6' 6' 5' 5' 6' 5' 7' 6' 6' 7' 6' 7' 6' 7' 12' 8.9' 12' 8' 12' KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 21 EXISTING WHITE CURB PAINT 20 EXISTING GREEN CURB PAINT STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 1 -10+24.15 (EXISTING) 2 -9+93.58 (R&R) 3 -9+93.84 (EXISTING) 4 -9+71.54 (EXISTING) 5 -9+21.43 (EXISTING) 6 -8+66.11 (EXISTING) 7 -8+61.67 (R&R) 8 -7+30.47 (EXISTING) 9 -6+98.42 (EXISTING) 10 -7+15.64 (EXISTING) 11 -6+95.24 (EXISTING) 12 -6+43.64 (EXISTING) 13 -6+40.56 (EXISTING) 14 -6+24.02 (EXISTING) 15 -6+10.17 (R&R) 16 -4+80.32 (R&R) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 17 -4+75.40 (R&R) 18 -3+45.99 (R&R) 19 -3+11.45 (EXISTING) 20 -3+26.14 (EXISTING) 21 -3+15.17 (EXISTING) 22 -2+55.61 (EXISTING) 23 -2+27.23 (R&R) 24 -2+37.90 (EXISTING) 25 -2+28.16 (EXISTING) 26 -1+95.30 (EXISTING) 27 -1+62.14 (EXISTING) 28 -1+57.37 (EXISTING) 29 -0+94.11 (R&R) 30 -0+42.24 (EXISTING) 31 -0+35.80 (EXISTING) 32 -0+02.73 (EXISTING) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 1 -10+24.15 (EXISTING) 2 -9+93.58 (R&R) 3 -9+93.84 (EXISTING) 4 -9+71.54 (EXISTING) 5 -9+21.43 (EXISTING) 6 -8+66.11 (EXISTING) 7 -8+61.67 (R&R) 8 -7+30.47 (EXISTING) 9 -6+98.42 (EXISTING) 10 -7+15.64 (EXISTING) 11 -6+95.24 (EXISTING) 12 -6+43.64 (EXISTING) 13 -6+40.56 (EXISTING) 14 -6+24.02 (EXISTING) 15 -6+10.17 (R&R) 16 -4+80.32 (R&R) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 17 -4+75.40 (R&R) 18 -3+45.99 (R&R) 19 -3+11.45 (EXISTING) 20 -3+26.14 (EXISTING) 21 -3+15.17 (EXISTING) 22 -2+55.61 (EXISTING) 23 -2+27.23 (R&R) 24 -2+37.90 (EXISTING) 25 -2+28.16 (EXISTING) 26 -1+95.30 (EXISTING) 27 -1+62.14 (EXISTING) 28 -1+57.37 (EXISTING) 29 -0+94.11 (R&R) 30 -0+42.24 (EXISTING) 31 -0+35.80 (EXISTING) 32 -0+02.73 (EXISTING) NORTHING & EASTING TABLE POINT # 1234 INTERSECTION BEGIN ALIGNMENT INTX HUNTER ST INTX SAN JOAQUIN ST INTX SUTTER ST NORTHING 2170401.3720 2170405.3661 2170481.8789 2170557.7967 EASTING 6334331.8041 6334351.2471 6334723.6186 6335093.1796 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 33 EXISTING BLUE CURB PAINT 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 47 REMOVE EXISTING RED CURB PAINT 48 NEW SIGN ON NEW STREET LIGHT 15 REMOVE EXISTING STRIPING BY GRINDING. 31 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (YELLOW) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 17 EXISTING NO PARKING SIGN 59 EXISTING PAY STATION. 63 REMOVE AND DISPOSE OF EXISTING SIGN. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.0 PRECISE ROAD PLAN MAIN STREET STA -11+00 TO 0+00 FOR CONTINUATION SEE SHEET STATION 0+00 C3.1 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION 0+00 C3.1 MODIFIED SIGNALIZED INTERSECTION 2 2 2 2 2 2 2 2 23 23 21 23 33 23 23 20 23 2320 23 20 23 21 23 23 23 21 20 36 36 24 47 AC2.0 AC2.0 BC2.0 BC2.0 BC2.0 BC2.0 AC2.0 AC2.0 AC2.0 AC2.0 BC2.0 BC2.0 BC2.0 BC2.0 AC2.0 AC2.0 15 48 R81 (CA) R81B (CA) 31 56 R32 (CA) PAY AT MACHINE PAY AT MACHINE55 55 55 R99 (CA) PARKING FOR LAW ENFORCEMENT ONLY SIGN 55 ACCESSIBILITY SIGN R4-1 57 57 R4-156 R32 (CA) 55 W11-2 55 PAY STATION SIGN 55 55 W4-2 55 PAY AT MACHINE SIGN R31 (CA) PAY AT MACHINE SIGN55 R6-1 55 55 R6-1 R31 (CA) PAY BY LICENSE PLATE 55 PAY AT MACHINE SIGN 56 R31 (CA) PARKING SIGN 55 PAY AT MACHINE SIGN 17 55 R32 (CA) 56 R31 (CA) PAY BY LICENSE PLATE 55 PAY STATION SIGN55 PAY BY LICENSE PLATE SIGN 17 55 R25C (CA) 55 55 PAY AT MACHINE 56 R31 (CA) PARKING SIGN 56 55 R4-1 R31 (CA) PAY AT 56 R31 (CA) MACHINE 63 W11-2 55 PAY STATION SIGN 55 PAY AT MACHINE 63 W11-2 PAY STATION 55 SIGN 55 NO PARKING EXCEPT FOR FIRE DEPT. 55 R6-1 STREET NAME SIGN (2) 59 59 59 59 R25C (CA) 55 PAY BY LICENSE PLATE SIGN Exhibit
1 8" W 6"SS 8" W 4" W 4" W
4" W
6" W
6" W 6" W
12" W
8" W 6" W 6" W
4" W
4" W
4" W
4" W
4" W
8" W 6" W
4" W
4" W 8" W
8" W 8" W 6" W
6"SS
6"SS 6"SS 6"SS
8"SS
8"SS 6"SS 6"SS
6"SS
10"SS
10"SS
6"SS 6"SS 12"SD
12"SDSD SD
27"SD SD 27"SD 12"SD
SD SD
27"SD 27"SD 12"SD SD SD SDSD 12"SD SD
12"SD
8"SD SD SD SD G
33" W

CALIFORNIA
STREET

STANISLAUS
STREET

GRANT STREET

AMERICAN
STREET MAIN STREET 11.9' 11.4' 8.6' 9.1' 12.6' 12.8' 7.9' 7.8' 12.3' 13.3' 7.8' 7.6' 12.5' 13' 7.6' 7.7' 44' 11' 13' 9' 30' 32' 45' 10' 7' 26' 9' 11' 8' 7' 23' 59' 37' 43' 45' 21' 36' 24' 30' 9' 27' 46' 20' 40' 7' 8" W 6"SS 8" W 4" W 4" W
4" W
6" W
6" W 6" W
12" W
8" W 6" W 6" W
4" W
4" W
4" W
4" W
4" W
8" W 6" W
4" W
4" W 8" W
8" W 8" W 6" W
6"SS
6"SS 6"SS 6"SS
8"SS
8"SS 6"SS 6"SS
6"SS
10"SS
10"SS
6"SS 6"SS 12"SD
12"SDSD SD
27"SD SD 27"SD 12"SD
SD SD
27"SD 27"SD 12"SD SD SD SDSD 12"SD SD
12"SD
8"SD G
33" W 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA: 1+42.36

STRIPING START
STA: 1+83.40

STRIPING END
STA: 4+11.35

STRIPING START
STA: 4+41.85

STRIPING END
STA: 5+25.79

STRIPING START
STA: 5+66.76

STRIPING END
STA: 7+94.46

STRIPING START
STA: 8+25.08

STRIPING END
STA: 9+09.00

STRIPING START
STA: 9+50.28

STRIPING END
STA: 11+73.08

STRIPING START
STA: 12+03.57

STRIPING END
STA: 13+05.44

STRIPING START
STA: 13+57.34

STRIPING END
STA: 13+65.34

STRIPING START
STA: 13+95.34

STRIPING END
STA: 0+27.18

STRIPING START
STA: 0+57.18
STRIPING END SL32 SL33SL34 SL35 SL36 SL37 SL40 SL38 SL39 SL41 SL42 SL43 SL44 SL45 SL46 SL47 SL48 SL50 SL49 SL51SL52 SL53 SL54 SL55 SL56 SL57 SL58 SL59 SL60SL61 SL62 SL63 SL64 SL65 SL66 SL67 SL68 SL69 8 5 6 7 STA:11+89.10
OFFSET:-20.44
STA:13+07.64
OFFSET:-20.94
STA:11+88.99
OFFSET:20.16
STA:13+07.46
OFFSET:20.01 STOP STOP
STA:7+22.84
OFFSET:-20.50
STA:7+34.24
OFFSET:-20.47
STA:7+66.05
OFFSET:-20.47
STA:7+73.83
OFFSET:-20.47
STA:9+53.47
OFFSET:-21.01
STA:9+75.92
OFFSET:-20.96
STA:13+69.15
OFFSET:-20.74
STA:14+20.94
OFFSET:-20.60
STA:7+23.38
OFFSET:20.34
STA:7+34.61
OFFSET:20.32

CALIFORNIA
STREET

STANISLAUS
STREET

GRANT STREET

AMERICAN
STREET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA: 1+42.36

STRIPING START
STA: 1+83.40

STRIPING END
STA: 4+11.35

STRIPING START
STA: 4+41.85

STRIPING END
STA: 5+25.79

STRIPING START
STA: 5+66.76

STRIPING END
STA: 7+94.46

STRIPING START
STA: 8+25.08

STRIPING END
STA: 9+09.00

STRIPING START
STA: 9+50.28

STRIPING END
STA: 11+73.08

STRIPING START
STA: 12+03.57

STRIPING END
STA: 13+05.44

STRIPING START
STA: 13+57.34

STRIPING END
STA: 13+65.34

STRIPING START
STA: 13+95.34

STRIPING END
STA: 0+27.18

STRIPING START
STA: 0+57.18
STRIPING END SL32 SL33SL34 SL35 SL36 SL37 SL40 SL38 SL39 SL41 SL42 SL43 SL44 SL45 SL46 SL47 SL48 SL50 SL49 SL51SL52 SL53 SL54 SL55 SL56 SL57 SL58 SL59 SL60SL61 SL62 SL63 SL64 SL65 SL66 SL67 SL68 SL69 9' 12' 8' 12' 6' 9' 6' 9' DW1 DW2 DW3 DW4 DW5 DW6 MAIN STREET 7' 7' 7' 7' 7' 7' 7' 8' 7' 7' 7' 7' 7' 7' 7' 9.8' 9.8' 8' 12' 6' 9' 10.2' 9.7' 8' 12' 6' 9' 10.2' 9.7' 7' 7' 6' 8' 7' 7' 6' 9.2' 6' 5.1' 10.6' 5.7' 5.6' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 32 -0+02.73 (EXISTING) 33 0+30.21 (EXISTING) 34 0+48.75 (EXISTING) 35 0+68.23 (EXISTING) 36 1+23.66 (EXISTING) 37 1+59.54 (R&R) 38 1+28.78 (EXISTING) 39 1+43.07 (EXISTING) 40 0+72.64 (EXISTING) 41 2+88.35 (R&R) 42 2+89.33 (R&R) 43 4+28.41 (R&R) 44 4+33.39 (EXISTING) 45 4+48.60 (EXISTING) 46 4+52.51 (EXISTING) 47 5+06.91 (EXISTING) 48 5+44.90 (R&R) 49 5+27.82 (EXISTING) 50 5+13.08 (EXISTING) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 32 -0+02.73 (EXISTING) 33 0+30.21 (EXISTING) 34 0+48.75 (EXISTING) 35 0+68.23 (EXISTING) 36 1+23.66 (EXISTING) 37 1+59.54 (R&R) 38 1+28.78 (EXISTING) 39 1+43.07 (EXISTING) 40 0+72.64 (EXISTING) 41 2+88.35 (R&R) 42 2+89.33 (R&R) 43 4+28.41 (R&R) 44 4+33.39 (EXISTING) 45 4+48.60 (EXISTING) 46 4+52.51 (EXISTING) 47 5+06.91 (EXISTING) 48 5+44.90 (R&R) 49 5+27.82 (EXISTING) 50 5+13.08 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 1 24' 6+21.51 2 24' 6+53.90 3 20' 10+18.04 4 20' 13+95.51 5 23' 13+53.75 6 23' 13+76.11 NORTHING & EASTING TABLE POINT # 5678 INTERSECTION INTX CALIFORNIA ST INTX AMERICAN ST INTX STANISLAUS ST INTX GRANT ST NORTHING 2170632.1060 2170709.3933 2170786.6234 2170863.9391 EASTING 6335456.8638 6335831.2256 6336207.1750 6336583.5409 KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 15 REMOVE EXISTING STRIPING BY GRINDING. 21 EXISTING WHITE CURB PAINT 20 EXISTING GREEN CURB PAINT 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT 27 BULB OUT PER DETAIL 1, SHEET C3.15 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 51 6+74.49 (R&R) 52 6+76.78 (R&R) 53 8+14.43 (R&R) 54 8+17.58 (EXISTING) 55 8+31.19 (EXISTING) 56 8+36.74 (EXISTING) 57 8+89.34 (EXISTING) 58 9+10.84 (EXISTING) 59 9+33.20 (R&R) 60 10+58.72 (R&R) 61 10+66.73 (R&R) 62 11+92.65 (R&R) 63 11+90.70 (R&R) 64 12+16.62 (EXISTING) 65 12+79.41 (EXISTING) 66 13+10.61 (R&R) 67 13+16.12 (R&R) 68 14+46.58 (R&R) 69 14+50.43 (R&R) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 51 6+74.49 (R&R) 52 6+76.78 (R&R) 53 8+14.43 (R&R) 54 8+17.58 (EXISTING) 55 8+31.19 (EXISTING) 56 8+36.74 (EXISTING) 57 8+89.34 (EXISTING) 58 9+10.84 (EXISTING) 59 9+33.20 (R&R) 60 10+58.72 (R&R) 61 10+66.73 (R&R) 62 11+92.65 (R&R) 63 11+90.70 (R&R) 64 12+16.62 (EXISTING) 65 12+79.41 (EXISTING) 66 13+10.61 (R&R) 67 13+16.12 (R&R) 68 14+46.58 (R&R) 69 14+50.43 (R&R) 49 REPAINT EXISTING WHITE CURB 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 59 EXISTING PAY STATION. 41 REMOVE EXISTING GREEN CURB PAINT. 62 PAINT CURB GREEN 47 REMOVE EXISTING RED CURB PAINT 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.1 PRECISE ROAD PLAN MAIN STREET STA 0+00 TO 15+00 FOR CONTINUATION SEE SHEET STATION 15+00 C3.2 AC2.0 AC2.0 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION 15+00 C3.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AC2.0 AC2.0 24 15 15 23 47 47 47 47 23 23 47 23 23 23 23 47 47 23 22 22 22 22 20 20 41 20 21 2525 25 25 25 2 24 24 24 24 24 24 22 FOR CONTINUATION SEE SHEET STATION 0+00 C3.0
FOR CONTINUATION SEE SHEET STATION 0+00 C3.0 23 36 35 37 37 36 40 BC2.0 BC2.0 BC2.0 BC2.0 TYP. 27 15 TYP. 14 14 14 14 55 R6-1 55 R6-1 56 R32 (CA) 56 R32 (CA) PAY BY LICENSE PLATE 55 PAY AT MACHINE 55 R32 (CA) PAY BY LICENSE PLATE 56 R31 (CA) R31 (CA) 56 R31 (CA) 55 56 S1-1 S4-3P R31 (CA) 55 R6-1 R31 (CA) 56 58 58 R6-1 R1-1R6-1 R32 (CA) 56 R32 (CA) 56 56 R32 (CA) R32 (CA) 56 55 NO PARKING EXCEPT FOR FIRE DEPT. 55 PAY AT MACHINE 55 PAY BY LICENSE PLATE 58 STREET NAME SIGN (2) 55 R1-1 PAY AT MACHINE 55 PAY STATION 59 59 24 47 49 62 24 24 23 Exhibit
1 G
6" W 6" W 6" W 6" W 6" W
2" W
2" W 6" W 6" W
6" W
6" W 6" W 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
8"SS
6"SS 6"SS
10"SD
15"SD 15"SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
G
G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E

OH OH OH OH OH
OH
OH

OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH

OH OH OH
OH OH
E
E
E
E
E
E
E
E
E
E
E
6"SS 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 STA: 15+57.64

STRIPING START
STA: 15+88.14

STRIPING END
STA: 17+43.24

STRIPING START
STA: 17+73.24

STRIPING END
STA: 21+19.00

STRIPING START
STA: 21+50.00

STRIPING END
STA: 23+33.79

STRIPING START
STA: 23+64.29

STRIPING END
STA: 25+11.73

STRIPING START
STA: 25+41.73

STRIPING END
STA: 27+15.18

STRIPING START
STA: 27+45.18

STRIPING END
STA: 28+27.60

STRIPING START
STA: 28+79.60

STRIPING END
STA: 28+87.61

STRIPING START
STA: 29+17.61

STRIPING END
STA: 22+44.15

R/R PAVEMENT MARKING
STA: 16+83.25

STRIPING START
STA: 17+35.25

STRIPING END
STA: 24+51.73

STRIPING START
STA: 25+03.73
STRIPING END SL70 SL71 SL72 SL73 SL74SL75 SL76 SL77 SL78 SL79 SL80SL81 SL82 SL83 SL84 SL85 SL86 SL87 SL88 SL89 SL90 DW7 DW8 DW9 DW10 DW11 DW12 DW13 DW14 DW15 DW16 DW17 DW18 DW19 DW20 DW21 DW22 DW23 DW24 DW25 DW26 DW27 R R
STOP
STA:15+71.69
OFFSET:-20.28
STA:16+97.12
OFFSET:-20.69
STA:27+48.17
OFFSET:-19.61
STA:28+32.31
OFFSET:-19.73
STA:15+73.57
OFFSET:20.25
STA:16+97.37
OFFSET:20.18
STA:24+64.72
OFFSET:19.66
STA:27+42.40
OFFSET:19.33
STA:28+26.61
OFFSET:19.39 10 11 12
STA:24+67.28
OFFSET:-19.78
9 STOP STOP STOP STOP
STA:17+57.24
OFFSET:-20.69
STA:18+69.26
OFFSET:-20.96
STA:17+25.76
OFFSET:20.17
STA:17+65.50
OFFSET:20.37
STA:18+38.26
OFFSET:20.17
STA:18+69.40
OFFSET:20.03
STA:29+62.20
C13
C15
C16
C2
AURORA
STREET

UNION STREET

PILGRIM
STREET

UNION PACIFIC
RAILROAD MAIN STREET 12' 6'9' 8' 6' 12' 8' 9' 9' 6' 12' 8' 9' 6' 12' 8' 9' 6' 12' 8' 10.1' 9.9' 11' 10.6' 10.6' 10.4' 10' 10.9' 9.8' 10.9' 5.4' 4.6' 4.2' 4.4' 6' G
6" W 6" W 6" W 6" W 6" W
2" W
2" W 6" W 6" W
6" W
6" W 6" W 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
6"SS 6"SS 6"SS 6"SS
8"SS
6"SS 6"SS
10"SD
SD
SD
SD
15"SD 15"SD
SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
G
G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E

OH OH OH OH OH
OH
OH

OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH

OH OH OH
OH OH
E
E
E
E
E
E
E
E
E
E
E
6"SS
AURORA
STREET

UNION STREET

PILGRIM
STREET

UNION PACIFIC
RAILROAD MAIN STREET 12.1' 12.7' 5' 5' 7' 5' 8' 8' 7' 4' 10' 8' 11.4' 10.7' 8' 8' 11.5' 11.8' 8' 8' 11.3' 8' 7.6' 7.7' 12.6' 12.7' 8' 8' 22' 11.7' 6' FACE OF CURB TABLE CURVE # C2 C13 C15 C16 LENGTH 23.36 15.90 19.05 15.91 RADIUS 15.00 10.00 12.00 10.00 DELTA 89°13'31" 91°07'25" 90°56'48" 91°09'48" CHORD BEARING N55°45'16"W 21.07' S33°06'04"W 14.28' N33°29'00"E 17.11' S56°29'46"E 14.28' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 70 15+74.33 (R&R) 71 15+74.40 (R&R) 72 16+04.60 (EXISTING) 73 16+64.19 (EXISTING) 74 16+93.89 (R&R) 75 16+91.55 (R&R) 76 18+70.60 (EXISTING) 77 18+70.45 (EXISTING) 78 19+63.47 (EXISTING) 79 19+63.51 (EXISTING) 80 21+18.82 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 7 22' 18+01.448 25' 18+91.799 25' 20+00.09 10 18' 17+46.42 11 16' 18+53.24 12 25' 18+92.88 13 30' 20+07.96 14 25' 21+95.96 15 20' 21+71.19 16 25' 25+19.92 17 20' 25+74.65 NORTHING & EASTING TABLE POINT # 9101112 INTERSECTION INTX AURORA ST INTX UNION PACIFIC RAILROAD INTX UNION ST INTX PILGRIM ST NORTHING 2170941.6157 2171018.8644 2171096.0174 2171173.2899 EASTING 6336961.6640 6337337.4644 6337713.2785 6338089.4341 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 18 10' 26+38.06 19 18' 27+35.01 20 20' 25+21.04 21 20' 25+53.63 22 13' 26+18.85 23 12' 26+76.01 24 11' 28+76.07 25 10' 28+86.60 26 8' 29+33.49 27 28' 29+48.09 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 81 21+18.71 (EXISTING) 82 21+98.74 (EXISTING) 83 22+39.35 (EXISTING) 84 22+78.67 (EXISTING) 85 23+58.61 (EXISTING) 86 23+58.70 (EXISTING) 87 24+90.53 (NEW) 88 26+02.32 (NEW) 89 27+19.03 (NEW) 90 28+42.85 (NEW) KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 3 REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM AND LUMINAIRE, DISPOSE OF WOODEN POLE. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT INSTALL TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 2934 POLE TO BE RELOCATED AS PART OF STOCKTON DIAMOND GRADE SEPARATION PROJECT SEPARATION PROJECT 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 39 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 3840 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 27 BULB OUT PER DETAIL 1, SHEET C3.15 15 REMOVE EXISTING STRIPING BY GRINDING. 50 REMOVE EXISTING YELLOW CURB PAINT 51 PAINT CURB YELLOW 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 64 COORDINATE DIRECTLY WITH PG&E TO RELOCATE MANHOLE. 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.2 PRECISE ROAD PLAN MAIN STREET STA 15+00 TO 29+50 FOR CONTINUATION SEE SHEET STATION 29+50 C3.3
FOR CONTINUATION SEE SHEET STATION 15+00 C3.1 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' FOR CONTINUATION SEE SHEET STATION 29+50 C3.3
FOR CONTINUATION SEE SHEET STATION 15+00 C3.1
3 3
1 3
3 3 3 24 24 24 24 47 47 47 47 50 23 23 47 47 29
5 3
1 3 3 1 25 25 25 25 27 TYP. 24 2424 24 24 24 24 24 24 24 24 24 24 24 64 14 14 14 14 34 34 34 36 38 40 3538 47 AC2.0AC2.0
AC2.0AC2.0 TYP. 15 TYP. 15 14 27 27
CC2.0CC2.0
CC2.0CC2.0 51 58 56 R6-1 R1-1 STREET NAME SIGN (2) R6-1 5656 W11-2 W11-2 55 55 55 R6-1 LEFT TURN ONLY R15-8 R15-8 55 55W10-1 W48 (CA) W10-1 W48 (CA) 58 R1-1 R1-3P R6-1 58 R1-1 R1-3P R6-1 55 W10-1 W48 (CA) 58 STREET NAME SIGN (2) R6-1 58 R1-1 R6-1 R1-1 58 58 STREET NAME SIGN (2) R1-1 R1-3P 24 24 24 38 39 Exhibit 1
6" W
8" W 8" W 6" W 6" W
6" W
2" W 6" W 8" W
14" W 14" W
6" W
4" W
8" W 6"SS 6"SS 6"SS
6"SS 8"SS 6"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS 6"SS 6"SS
6"SS
16"SS
16"SS
16"SS
16"SS
16"SS
10"SD 10"SD
SD
SD
SD
12"SD
15"SD
SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE

OH OH OH OH OH OH TELE TELE TELE
TELE
TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G G
G G G
G G G
G
G
G
G G G
G
G
G
G
G

G OH OH OH
OH

OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2" W
6"SS
OH
6"SS

OH MAIN STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON
WAY
9' 16' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
40+00
41+00
42+00
43+00
44+00
45+00

STRIPING END
STA: 39+94.75 STRIPING START
STA: 40+69.05 STRIPING END
STA: 40+74.05 STRIPING START
STA: 41+14.05 STRIPING END
STA: 30+99.03

STRIPING START
STA: 31+29.53

STRIPING END
STA: 32+16.45

STRIPING START
STA: 32+57.67

STRIPING END
STA: 34+76.03

STRIPING START
STA: 35+06.03

STRIPING END
STA: 35+94.20

STRIPING START
STA: 36+46.20

STRIPING END
STA: 36+54.21

STRIPING START
STA: 36+84.21

STRIPING END
STA: 38+63.44

STRIPING START
STA: 38+94.07

STRIPING END
STA: 41+19.05 STRIPING START STA: 41+49.05 STRIPING END SL91 SL92SL93 SL94 SL95 SL96 SL97 SL98 SL99 SL100 SL101 SL102 SL103 SL104 SL105 6'

7.9'

22.6'
STA:31+27.96
OFFSET:-19.65
STA:32+08.45
OFFSET:-18.70
STA:35+03.72
OFFSET:-19.68
STA:35+97.04
OFFSET:-19.73
STA:38+90.01
OFFSET:-19.53
STA:31+30.10
OFFSET:19.63
STA:32+12.15
OFFSET:19.56
STA:35+05.25
OFFSET:19.68
STA:35+96.15
OFFSET:19.40 13 14 15
STA:38+89.86
OFFSET:19.50
STA:37+02.53
OFFSET:-19.84
STA:37+61.68
OFFSET:-19.80
STA:29+62.20
OFFSET:19.72
STA:30+02.19
OFFSET:19.58
STA:37+93.63
OFFSET:19.58
STA:38+47.06
OFFSET:19.64
STA:39+89.75
OFFSET:46.93
C17
C18 C19
C20
C21
C22 C23
C24
C26
C183 C185 C186 C187 C11
C25 C27 C122 9' 6' 12' 8' 9.4' 10' 9' 6' 12' 8' 10.6' 10.7' 9' 6' 12' 8' 9.3' 9.9' DW26 DW27 DW28 DW29 DW30 DW31 DW32 DW33 DW34 DW35 DW36 DW37 DW38 DW39 DW40 DW41 DW42 DW43 DW44 DW45 DW46 DW47 4.3' 3.5' 4'

4.9'

MAIN STREET
9' 6" W
8" W 8" W 6" W 6" W
6" W
2" W 6" W 8" W
14" W 14" W
6" W
4" W
8" W 6"SS 6"SS 6"SS
6"SS 8"SS 6"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS 6"SS 6"SS
6"SS
16"SS
16"SS
16"SS
16"SS
16"SS
10"SD 10"SD
SD
SD
SD
12"SD
15"SD
SD
SD
SD
SD
15"SD

TELE TELE TELE TELE TELE TELE TELE

OH OH OH OH OH OH TELE TELE TELE
TELE
TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G G
G G G
G G G
G
G
G
G G G
G
G
G
G
G

G OH OH OH
OH

OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
2" W
6"SS
OH
6"SS

OH MAIN STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON
WAY 8' 11.6' 8' 11.7' 24' 22' 36' 8' 11.5' 8' 10.9' 8' 11.5' 8' 11.6' 8'
8' 16.3' 12' 11.7'
MAIN STREET 32' 2' 72' 12' 41' FACE OF CURB TABLE CURVE # C11 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C122 C183 C185 C186 C187 LENGTH 5.00 18.97 17.30 18.99 17.22 31.65 20.49 5.50 23.82 20.84 26.68 5.51 8.36 23.47 32.67 8.54 13.36 RADIUS 10.00 12.00 12.00 12.00 11.00 20.00 13.00 3.50 15.00 10.00 17.00 10.00 15.00 15.00 237.75 9.75 15.25 DELTA 28°39'30" 90°34'35" 82°36'17" 90°39'00" 89°40'08" 90°40'39" 90°18'08" 90°00'00" 90°58'58" 119°23'34" 89°56'15" 31°33'19" 31°57'05" 89°37'59" 7°52'27" 50°12'29" 50°12'29" CHORD BEARING S87°03'01"E 4.95' S33°32'05"W 17.06' N52°53'32"W 15.84' S33°23'51"W 17.07' S56°44'19"E 15.51' S33°15'09"W 28.45' S57°03'06"E 18.43' S33°22'51"W 4.95' S57°01'42"E 21.39' N47°34'57"E 17.27' S56°49'55"E 24.03' N27°53'29"W 5.44' N27°41'36"W 8.26' S32°28'39"W 21.15' S81°52'54"W 32.65' N60°40'22"W 8.27' N60°40'22"W 12.94' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 91 29+80.25 (NEW) 92 31+26.42 (EXISTING) 93 31+38.96 (EXISTING) 94 32+01.83 (EXISTING) 95 33+06.30 (NEW) 96 34+24.75 (NEW) 97 36+10.06 (NEW) 98 37+19.91 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 26 13' 29+33.49 27 28' 29+48.09 28 10' 30+23.15 29 25' 30+58.90 30 12' 29+85.80 31 12' 32+62.53 32 10' 33+18.30 33 14' 33+22.91 34 6' 34+24.78 35 12' 37+43.19 36 13' 37+84.86 NORTHING & EASTING TABLE POINT # 131415 INTERSECTION INTX AIRPORT WY INTX SIERRA NEVADA ST INTX WILSON WY NORTHING 2171250.5623 2171327.8348 2171426.7426 EASTING 6338465.5898 6338841.7454 6339213.3463 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 21 EXISTING WHITE CURB PAINT 18 EXISTING ACCESSIBLE RAMP 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 37 33' 37+72.56 38 20' 38+18.91 39 32' 41+01.85 40 21' 42+08.24 41 19' 43+17.20 42 28' 44+14.45 43 17' 40+44.94 44 17' 40+80.95 45 15' 41+54.36 46 28' 42+07.61 47 9' 42+44.41 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 99 38+88.17 (EXISTING) 100 39+68.49 (EXISTING) 101 39+03.83 (EXISTING) 102 40+02.29 (EXISTING) 103 41+22.38 (NEW) 104 42+47.56 (NEW) 105 44+58.81 (NEW) 41 REMOVE EXISTING GREEN CURB PAINT. 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 9 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 53 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 62 PAINT CURB GREEN 15 REMOVE EXISTING STRIPING BY GRINDING. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 70 REMOVE AND DISPOSE OF EXISTING TREE, INCLUDING STUMP AND ROOTS 47 REMOVE EXISTING RED CURB PAINT 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.3 PRECISE ROAD PLAN MAIN STREET STA 29+50 TO 45+00 FOR CONTINUATION SEE SHEET STATION 29+50 C3.2
FOR CONTINUATION SEE SHEET STATION 45+00 C3.4
CC2.0CC2.0
D
C2.1
D
C2.1 MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION 29+50 C3.2
FOR CONTINUATION SEE SHEET STATION 45+00 C3.4 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' CC2.0CC2.0 24 24 18
D
C2.1
D
C2.1 20 22 22 19 1
1 1
1 1
1 1 25 25 25 25 25 24 24 24 24 24 24 24 38 38 38 38 40 24 24 15 TYP. TYP. 15 TYP. 15 15 TYP. 15 TYP. 53 53 53 9 9 24 24 24 24 55 R6-1 55 R6-1 R6-1 58 55 55 55 R3-7 END SCHOOL ZONE END SCHOOL ZONE 24 47 41 20 R1-1 58 55 R6-1 55 STREET NAME SIGN (2) R1-1 R6-1 55 R5-1 R6-1 1 C3.17 23 41 62 62 70
Exhibit 1
X X

X X X X
8" W
8" W 6" W
6" W 6" W
8" W
6" W
8" W
8" W
8" W 6" W 6" W
8" W 6" W 8" W 16"SS
6"SS 16"SS
6"SS
33"SS
33"SS
6"SS
6"SS
6"SS 16"SS 16"SS
4"SS
30"SS
30"SS
6"SS
6"SS
6"SS 16"SS 16"SS
21"SS
15"SS 16"SS
18"SD
18"SD
SD
SD 18"SD 18"SD
21"SD
21"SD
12"SD
SD
SD
18"SD SD SD
18"SD
18"SD
18"SD
12"SD
12"SD

SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH OH OH OH
OH
OH OH
OH
OH
OH

OH OH OH OH OH OH
OH
OH

OH OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH
TELE
2" W
2" W
6" W OH OH
6"SS 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 48+00
49+00
50+00
51+00
52+00
53+00
STA: 50+29.82

STRIPING END
STA: 52+43.09

STRIPING START
STA: 53+33.04

STRIPING END
STA: 55+34.81

STRIPING START
STA: 55+64.79

STRIPING END
STA: 51+79.01 STRIPING START
STA: 47+77.89

STRIPING END
STA: 47+91.91

STRIPING START
STA: 49+91.82

STRIPING END
STA: 49+99.82

STRIPING START
STA: 56+23.52

STRIPING START
STA: 59+30.78

R/R PAVEMENT MARKING
STA: 52+95.08

STRIPING END
STA: 53+03.04

STRIPING START
STA: 60+15.09

STRIPING END
STA: 59+85.10
STRIPING START SL106 SL107 SL108 SL109 SL110 SL111 SL112 SL113 SL114 0+00
1+00
2+00
3+00 DW48 DW49 DW50 DW51 DW52 DW53 DW54 DW55 DW56 DW57 DW58 DW59 9' 16' 12' 12' 6' 12' 12' 6' 5' 7.5' 22.4' 7.8' 14.3' 8.9' 6' 14.4' 9' 6' 14' 8' 8' 2.9' 5' 8' 8' 5'12' 12' 11.5'6' 9.4'2.9' 12' 12' 12.3' 6' 10.3' 7.9' 6' 14.1' 9' STA:55+61.69
OFFSET:-27.89
STA:56+27.19
OFFSET:-31.89
STA:52+56.99
OFFSET:17.17
STA:47+77.48
OFFSET:41.72
74 16 18 19 20
STA:46+73.19
OFFSET:-27.86
STA:48+23.21
OFFSET:-27.72
STA:50+21.99
OFFSET:-27.77
STA:52+46.55
OFFSET:-27.98
R R
XING
SCHOOL
SLOW

YIELD YIELD
YIELD 17
STA:45+71.66
OFFSET:-27.83
STA:46+21.01
OFFSET:-27.88
STA:47+26.16
OFFSET:39.20
STOP
C31
C9
C10
C51 C54 C55
C80 C82
C12
C29
C83C86
C98 C117
C184 C89 C130
C33
C34
C39
C40C56
STA:2+20.96
OFFSET:18.42
STA:2+69.62
OFFSET:-19.95
12"SD 85
C1 C3 C4
C14
C28
C30
C32 C38
C138
C145
C152 C153
X X

X X X X
8" W
8" W 6" W
6" W 6" W
8" W
6" W
8" W
8" W
8" W 6" W 6" W
8" W 6" W 8" W 16"SS
6"SS 16"SS
6"SS
33"SS
33"SS
6"SS
6"SS
6"SS
6"SS 16"SS 16"SS
4"SS
30"SS
30"SS
6"SS
6"SS
6"SS 16"SS 16"SS
21"SS
15"SS 16"SS
SD
18"SD
18"SD
SD
SD 18"SD 18"SD
21"SD
21"SD
12"SD
SD
SD
18"SD SD SD
18"SD
18"SD
18"SD
12"SD
12"SD

SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH OH OH OH
OH
OH OH
OH
OH
OH

OH OH OH OH OH OH
OH
OH

OH OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH
TELE
2" W
2" W
6" W OH OH
6"SS 25' 31' 82' 16' 80' 20' 5' 55' 37' 50' 193' 47' 40' 8' 12' 8' 15.8' 11.8' 8' 9.1' 12.1' 8' 11' 14.2' 22.9' 10.9' 17.1' 12.3' 20.2' 11.6' 20.2' 12' 8' 8.6' 11.2' 20.5' 11.5' 20.8' 11.1' 17.1' 18' 29' 110' FACE OF CURB TABLE CURVE # C1 C3 C4 C9 C10 C12 C14 C28 C29 C30 C31 C32 C33 C34 C38 C39 C40 LENGTH 18.48 11.93 11.93 17.33 19.13 30.01 11.94 12.11 37.27 51.03 19.50 2.39 62.49 38.02 89.19 9.27 170.55 RADIUS 10.00 15.00 15.00 11.00 13.00 25.00 15.00 15.00 50.00 120.00 10.00 1.00 53.00 48.00 61.86 57.00 40.00 DELTA 105°52'20" 45°34'23" 45°34'23" 90°16'20" 84°17'32" 68°46'06" 45°35'45" 46°14'30" 42°42'30" 24°21'50" 111°43'41" 136°59'16" 67°33'37" 45°22'54" 82°37'11" 9°19'03" 244°17'50" CHORD BEARING S41°17'14"W 15.96' N62°59'25"W 11.62' N62°59'25"W 11.62' S56°48'37"E 15.59' S58°57'23"E 17.45' S16°55'52"W 28.24' S71°25'31"W 11.62' S71°44'54"W 11.78' S72°40'10"W 36.41' S82°41'14"W 50.64' S38°26'34"W 16.55' N41°00'03"W 1.86' N73°58'43"W 58.94' N62°53'22"W 37.03' N13°49'01"W 81.67' S67°33'48"W 9.26' N5°03'12"E 67.73' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 106 46+57.22 (NEW) 107 48+70.17 (NEW) 108 50+59.59 (NEW) 109 51+72.81 (NEW) 110 53+02.20 (NEW) 111 53+03.05 (NEW) 112 54+13.53 (EXISTING) 113 56+13.15 (EXISTING) 114 58+10.05 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 48 30' 45+02.93 49 22' 45+93.87 50 15' 47+02.00 51 25' 45+19.81 52 14' 50+09.08 53 28' 52+98.92 54 20' 53+54.72 55 17' 53+65.89 56 26' 52+65.92 57 52' 55+14.39 58 9' 59+27.44 59 16' 59+74.50 NORTHING & EASTING TABLE POINT # 16171819207485 INTERSECTION INTX DELLA ST INTX MARKET ST INTX LOCUST ST INTX MARKET ST INTX A ST INTX LOCUST ST END MARKET ST NORTHING 2171368.6791 2171346.8637 2171340.5400 2171323.5557 2171305.3316 2171279.6522 2171435.5067 EASTING 6340007.9277 6340306.4632 6340393.0027 6340625.4270 6340874.8180 6340411.9070 6340593.0683 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. FACE OF CURB TABLE CURVE # C51 C54 C55 C56 C80 C82 C83 C86 C89 C98 C117 C130 C138 C145 C152 C153 C184 LENGTH 21.76 20.21 21.33 54.38 12.52 3.11 13.16 8.79 11.93 9.85 9.82 11.93 4.95 8.34 18.36 9.12 19.76 RADIUS 70.50 70.50 60.50 57.00 13.37 1.00 15.00 10.00 15.00 10.00 10.00 15.00 2.00 60.00 30.00 15.00 15.00 DELTA 17°41'01" 16°25'43" 20°11'48" 54°39'28" 53°39'56" 178°02'34" 50°15'49" 50°21'20" 45°34'23" 56°25'47" 56°15'54" 45°34'23" 141°40'57" 7°57'46" 35°03'41" 34°49'43" 75°28'19" CHORD BEARING N74°34'33"E 21.67' S0°50'58"W 20.15' N73°39'48"W 21.22' S80°07'37"E 52.34' N51°58'00"W 12.07' N4°00'25"E 2.00' S60°35'34"E 12.74' S60°38'19"E 8.51' S71°26'12"W 11.62' N65°58'07"E 9.46' N65°53'11"E 9.43' S71°26'12"W 11.62' N15°42'52"E 3.78' N82°34'27"E 8.33' S83°52'36"E 18.07' S83°45'37"E 8.98' N48°02'27"W 18.36' 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 7 REMOVE AND DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 915 REMOVE EXISTING STRIPING BY GRINDING. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 21 EXISTING WHITE CURB PAINT 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 24 PAINT CURB RED 44 EXISTING GREEN CURB PAINT TO BE REMOVED AS PART OF CURB REMOVAL. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 41 REMOVE EXISTING GREEN CURB PAINT. 53 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 23 EXISTING RED CURB PAINT 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 61 REMOVE EXISTING WHITE CURB PAINT. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 50 REMOVE EXISTING YELLOW CURB PAINT RELOCATE EXISTING SANITARY SEWER MANHOLE, INCLUDING ASSOCIATED PIPE LAYOUT REVISIONS. 65 INSTALL TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK 28 INSTALL NEW SIGN ON NEW SIGN POST. 3 REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM AND LUMINAIRE, DISPOSE OF WOODEN POLE. FOUNDATION. SALVAGE ARM AND LUMINAIRE. 72 REMOVE AND DISPOSE OF EXISTING PARKING BLOCKS 31 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (YELLOW) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 52 RIGHT OF WAY ACQUISITION REQUIRED REMOVE AND REPLACE EXISTING WROUGHT IRON FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 6870 REMOVE AND DISPOSE OF EXISTING TREE, INCLUDING STUMP AND ROOTS 76 12" STORM DRAIN PIPE 75 TYPE 2 CURB INLET CATCH BASIN PER CITY OF STOCKTON STANDARD DRAWING NO. D-8. 77 CUL-DE-SAC PER CITY OF STOCKTON STANDARD DRAWING NO. R-23. 79 ABANDON RIGHT OF WAY 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.4 PRECISE ROAD PLAN MAIN STREET STA 45+00 TO 60+00 FOR CONTINUATION SEE SHEET STATION 45+00 C3.3
FOR CONTINUATION SEE SHEET STATION 60+00 C3.5 MAIN STREET STATION 47+50 FOR CONTINUATION SEE SHEET C3.15 FOR CONTINUATION SEE SHEET STATION 45+00 C3.3
FOR CONTINUATION SEE SHEET STATION 60+00 C3.5 STATION 47+50 FOR CONTINUATION SEE SHEET C3.15 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' EC2.1EC2.1

DELLA STREET

MARKET STREET

LOCUST STREET

A STREET

MARKET STREET
EC2.1EC2.1 21 47 47 47 23 47 47 20 23 47 20 50 41

A STREET

MARKET STREET

DELLA STREET

MARKET STREET
LOCUST STREET 19
1 C3.16
1 C3.16
1 3
1 1 25 25 25 25 32
9 FC2.2FC2.2FC2.2FC2.2
DC2.1DC2.1
DC2.1DC2.1 24 24 31
6 6
6 7
7 7
7 57 24 24 24 24 14 14 14 65 14 47 MAIN STREET 38 24 24 40 47 24 24 53 TYP. 15 53 15 TYP. 24 24 24 57 S1-1 W16-7P R6-1 R1-5 57 57 57 R1-5 S1-1 W16-7P 57 57 R32 (CA)R32 (CA) SR4-1 58 SR4-158 57 R5-1 R5-1a 57 R3-6 57 R6-1 R3-5 57 57 57 R9-3 R4-7 R6-1 55 R2-1 (30 MPH) SW24-3 (CA)55 55 STREET NAME SIGN (2) R1-1 55 R14-1 58 STREET NAME SIGN (2) R1-1 R6-1(L) 28 24 24 24 61 1 C3.17 TYP. (6) 72 TYP. (3) 72 31 7576 77 52
5 14 68 70 70 2809 SF 79 1550 SF 24 28 R32 (CA) FUTURE PARKING LOT 24 4 C4.5
3 C4.5
Exhibit 1
8" W
6" W
6" W 8" W 8" W
12" W 12" W 12" W
8" W
6" W 12" W 12" W
6" W 12" W 12" W
8" W 12" W
6" W 12" W
15"SS 16"SS
15"SS
15"SS 16"SS 16"SS 16"SS
8"SS 16"SS
10"SS 12"SS 12"SS 12"SS 12"SS 12"SS
6"SS 6"SS SD
SD
SD
SD
SD
10"SD
SD
SD
SD8"SD 8"SD
10"SD
10"SD
SD
SD 60"SD
60"SD
60"SD
60"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH
TELE
TELE
TELE
TELE
TELE
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH
OH
OH
OH

OH OH OH
OH
OH
OH
OH OH
OH
OH
OH
OH OH
OH
OH

SD SD OH
OH
OH

OHOH OH
OH
OH
OH
OH
OH
OH

X X X X X X X

B STREET

C STREET

ASH STREET

COURT STREET

D STREET

LAFAYETTE STREET MAIN STREET
STA:60+28.53
OFFSET:-32.14
STA:61+22.72
OFFSET:-27.99
STA:67+64.24
OFFSET:-27.92
STA:74+72.39
OFFSET:-27.86
STA:60+96.21
OFFSET:27.70
STA:61+69.05
OFFSET:27.94
STA:70+85.21
OFFSET:28.43
STA:71+51.41
OFFSET:28.27
STA:73+30.58
OFFSET:28.20
STA:73+99.93
OFFSET:28.17 21 25 26 30 31
STA:65+81.33
OFFSET:28.17 23 28 29
STA:75+22.53 27
STA:18+45.71 OFFSET:-28.71
STA:15+89.10
OFFSET:-37.05 24
R R
STOP
STOP
STA:68+36.85
OFFSET:38.60
STA:69+08.26
OFFSET:28.05
STA:69+29.35
OFFSET:-27.92
STOP 22
C35
C36
C37
C42
C43
C44
C45
C46 C90 C91
C92 C93 C94
C95 C96
C99
C58
C62 C77
C78
STA:1+42.72
OFFSET:17.45
STA:2+08.21
OFFSET:-17.05
STA:18+76.88 OFFSET:28.11 87 86
12"SD 12"SD 12"SD
C79
C97
C114
WASHINGTON STREET 8' 12' 12' 8' 8' 12' 12'8' 8' 12' 12' 8' 8' 12' 12' 8' 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 STA: 61+33.40

STRIPING START
STA: 61+85.40

STRIPING END
STA: 67+38.32

STRIPING START
STA: 67+68.31

STRIPING END
STA: 68+30.77

STRIPING START
STA: 68+82.77

STRIPING END
STA: 68+90.77

STRIPING START
STA: 69+20.77

STRIPING END
STA: 74+51.02

STRIPING START
STA: 74+76.43

STRIPING END
STA: 61+69.05

STRIPING START
STA: 61+98.45

STRIPING END
STA: 66+73.94

STRIPING END
STA: 68+57.64

STRIPING START
STA: 68+87.61

STRIPING END
STA: 70+25.18

STRIPING END
STA: 70+85.20
STA: 69+95.18

STRIPING END

STRIPING START
STA: 70+33.20

STRIPING START
STA: 71+47.62

STRIPING START
STA: 71+77.62

STRIPING END
STA: 72+42.40

STRIPING START
STA: 72+72.40

STRIPING END
STA: 73+87.82

STRIPING START
STA: 60+43.09

STRIPING END
STA: 60+75.09

STRIPING END
STA: 63+94.54

R/R PAVEMENT MARKING
STA: 72+80.40

STRIPING START
STA: 73+32.40

STRIPING END
STA: 66+43.94

STRIPING START
STA: 66+81.94

STRIPING START
STA: 67+33.94

STRIPING END
STA: 74+17.83

STRIPING END
STA: 60+73.09

STRIPING START
STA: 60+23.10

STRIPING START
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+00
18+00
19+00
STA: 60+15.09

STRIPING END
STA: 59+85.10

STRIPING START
STA: 61+93.40

STRIPING START
STA: 62+23.40
STRIPING END SL115 SL116
0+00
1+00
2+00
2+50 SL117 SL118 SL119 SL120 SL121 SL122 SL123 SL124 SL125 SL126 SL127 SL128 SL129 SL130 SL131 SL132 SL133 DW60 DW61 DW62 DW63 DW64 DW65 DW66 DW67 DW68 DW69 DW70 DW71 DW72 DW73 DW74 DW75 DW76 DW77 DW78 DW79 DW80 DW81 DW82 DW83 DW84 DW85 LAFAYETTE STREET 5' 5' 5' 5' 5' 5' 5' 5' 10' 9.7' 12.2' 10' 11.4' 12' 11.6' 12.1' 3' 3' 3.3' 2.9' 2.9' 3.2' 2.9'3.1' 8" W 6" W
6" W 8" W 8" W
12" W 12" W 12" W
8" W
6" W 12" W 12" W
6" W 12" W 12" W
8" W 12" W
6" W 12" W
15"SS 16"SS
15"SS
15"SS 16"SS 16"SS 16"SS
8"SS 16"SS
10"SS 12"SS 12"SS 12"SS 12"SS 12"SS
6"SS 6"SS SD
SD
SD
SD
SD
10"SD
SD
SD
SD8"SD 8"SD
10"SD
10"SD
SD
SD 60"SD
60"SD
60"SD
60"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH
TELE
TELE
TELE
TELE
TELE
TELE
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH
OH
OH
OH

OH OH OH
OH
OH
OH
OH
OH OH
OH
OH
OH
OH OH
OH
OH

SD SD OH
OH
OH

OHOH OH
OH
OH
X X X

B STREET

C STREET

ASH STREET

COURT STREET

D STREET

LAFAYETTE STREET MAIN STREET

WASHINGTON STREET
LAFAYETTE STREET 48' 54' 44' 15' 20' 8' 9.8' 8' 10' 10.1' 10.3' 8' 10' 8' 9.7' 10.2' 10' 8' 10' 8' 9.9' 10.1' 9.9' 8' 9.6' 8' 10.1' 10.2' 10' 23' FACE OF CURB TABLE CURVE # C35 C36 C37 C42 C43 C44 C45 C46 C58 C62 C77 C78 C79 C90 C91 C92 C93 C94 C95 C96 C97 C99 C114 LENGTH 23.49 12.16 17.51 18.07 15.52 17.96 21.67 19.45 9.73 11.90 57.98 166.35 175.95 9.70 9.69 24.93 12.67 12.21 9.60 9.59 19.22 18.02 52.48 RADIUS 12.00 10.00 9.00 15.00 8.00 15.00 11.00 10.00 5.00 10.00 57.00 40.00 40.00 15.00 15.00 9.00 15.00 10.00 15.00 15.00 57.00 15.00 57.00 DELTA 112°09'40" 69°38'38" 111°29'30" 69°02'09" 111°08'20" 68°37'08" 112°52'19" 111°27'49" 111°32'28" 68°10'15" 58°16'47" 238°16'47" 252°01'35" 37°02'37" 37°00'46" 158°43'00" 48°22'55" 69°59'12" 36°39'28" 36°38'16" 19°19'28" 68°48'57" 52°45'04" CHORD BEARING N37°51'53"E 19.92' N51°26'09"W 11.42' N38°16'53"E 14.88' N51°38'59"W 17.00' N38°26'25"E 13.20' S51°31'06"E 16.91' N38°07'28"E 18.33' S38°13'11"W 16.53' S38°35'58"W 8.27' S51°55'05"E 11.21' S78°01'53"E 55.51' N11°58'07"E 69.87' N33°57'48"W 64.71' N75°41'20"E 9.53' N75°40'24"E 9.52' S6°27'43"E 17.69' S48°22'12"W 12.29' S59°10'21"W 11.47' N67°30'19"W 9.43' N67°29'42"W 9.43' N82°23'15"E 19.13' N51°12'31"W 16.95' S46°23'56"W 50.64' DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 73 27' 64+48.08 74 24' 65+03.38 75 6' 67+21.67 76 20' 68+25.46 77 18' 68+60.97 78 18' 68+95.43 79 20' 69+46.39 80 20' 69+74.28 81 25' 71+11.56 82 11' 73+77.01 83 10' 74+18.11 84 13' 74+31.45 85 28' 74+60.75 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 60 13' 60+59.30 61 28' 61+59.66 62 28' 62+08.24 63 22' 62+39.50 64 64' 61+85.72 65 12' 62+72.60 66 21' 63+89.15 67 20' 64+37.70 68 12' 66+00.24 69 8' 66+38.51 70 25' 66+65.77 71 20' 62+24.70 72 26' 63+10.74 NORTHING & EASTING TABLE POINT # 21222324252627282930318687 INTERSECTION INTX B ST INTX B ST INTX LAUREL ST END LAFAYETTE ST INTX LAFAYETTE ST INTX C ST BEGIN LAFAYETTE ST INTX LAFAYETTE ST INTX LAFAYETTE ST INTX ASH ST INTX COURT ST INTX WASHINGTON ST END WASHINGTON ST NORTHING 2171268.5335 2171267.7382 2171231.6709 2171343.2415 2171222.9482 2171217.7123 2171108.6068 2171138.2730 2171212.4385 2171196.7812 2171179.4634 2171346.3285 2171405.0251 EASTING 6341378.3894 6341389.2708 6341882.8288 6342390.0351 6342003.1120 6342075.2048 6341813.2949 6341908.7931 6342147.5388 6342364.6804 6342604.8502 6341354.2942 6341544.2514 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 115 60+26.95 (EXISTING) 116 61+27.64 (NEW) 117 61+74.42 (NEW) 118 62+83.52 (EXISTING) 119 61+71.19 (EXISTING) 120 62+86.59 (EXISTING) 121 64+17.01 (NEW) 122 66+16.05 (NEW) 123 65+95.95 (EXISTING) 124 66+16.49 (EXISTING) 125 67+50.67 (NEW) 126 67+71.25 (EXISTING) 127 69+16.28 (NEW) 128 70+21.45 (NEW) 129 70+50.84 (NEW) 130 72+36.95 (EXISTING) 131 71+96.39 (NEW) 132 73+55.93 (NEW) 133 74+73.93 (EXISTING) 21 EXISTING WHITE CURB PAINT 22 EXISTING YELLOW CURB PAINT 15 REMOVE EXISTING STRIPING BY GRINDING. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 74 TYPE 1 MAINTENANCE HOLE PER CITY OF STOCKTON STANDARD DRAWING NO. S-10. 75 TYPE 2 CURB INLET CATCH BASIN PER CITY OF STOCKTON STANDARD DRAWING NO. D-8. 76 12" STORM DRAIN PIPE 77 CUL-DE-SAC PER CITY OF STOCKTON STANDARD DRAWING NO. R-23. 78 COORDINATE DIRECTLY WITH BNSF RAILWAY TO REMOVE AND DISPOSE OF EXISTING RAILROAD SIGNAL LIGHTS 52 RIGHT OF WAY ACQUISITION REQUIRED 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 69 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 79 ABANDON RIGHT OF WAY 80 APPROXIMATE RIGHT OF WAY LINE. FURTHER DETAIL TO BE ADDRESSED IN FINAL DESIGN. 81 RIGHT OF WAY TO BE ACQUIRED AND THEN ABANDONED 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description LAUREL STREET 0' 25' 100' SCALE: 1"=50' 50' C3.5 PRECISE ROAD PLAN MAIN STREET STA 60+00 TO 75+00 FOR CONTINUATION SEE SHEET STATION 60+00 C3.4
FOR CONTINUATION SEE SHEET STATION 75+00 C3.6
GC2.2GC2.2
FOR CONTINUATION SEE SHEET STATION 60+00 C3.4
FOR CONTINUATION SEE SHEET STATION 75+00 C3.6 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' GC2.2GC2.2 19 25 23 23 22 21 20 20 19 19 19
2 C3.16
1 1
1 1
1 1
1 25 25 25 25 25 24 24 24 24 24 24 24 24 24 24 24 24 24 24 14 14 14 14 24 TYP. 15 55 STREET NAME SIGN (2) R1-1 57 BIKE ROUTE 55 55 W10-1 R2-1 (30 MPH) R1-1 55 57 R1-1 R1-1 55 R1-1 55 58 STREET NAME SIGN (2) R1-1 58 STREET NAME SIGN (2) R1-1 58 STREET NAME SIGN (2) R1-1 57 STREET NAME SIGN (2) 14 78 14 2 69 14 14 15 TYP. 14 24 77 24 7674 52 76 7575 24 74 24 3 C3.17
4 C3.17 77 52 32 24 2938 SF

UNION PACIFIC

RAILROAD

UNION PACIFIC
RAILROAD 2475 SF 80 80 80 80 79 7637 SF 81 725 SF
Exhibit 1
6" W 12" W 12" W 12" W 12" W
6" W
6" W 12" W
6" W 12" W 12" W 12" W
6" W
6" W 12" W
8" W 12" W 12"SS 12"SS
6"SS 12"SS 12"SS 6"SS 6"SS
6"SS
8"SS
8"SS
18"SS
18"SS 12"SS 12"SS
12"SS12"SS
8"SS
6"SS18"SS
6"SS
6"SS 6"SS 18"SS 12"SS 12"SS
8"SS
18"SS
18"SS
18"SS
8"SS
18"SS
8"SS
6"SS
8"SS 12"SS 12"SS
6"SS 6"SS
60"SD
60"SD SD
SD
SD 10"SD 10"SD
10"SD
10"SD
SD
SD SD
SD
SD
SD
SD
10"SD
10"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH
TELE
OH
OH
OH

D STREET

SONORA STREET

E STREET

F STREET MARSH STREET

SHARON AVENUE MAIN STREET
STA:75+43.08
OFFSET:-27.64
STA:81+82.57
OFFSET:-27.33
STA:82+47.29
OFFSET:-27.73
STA:79+20.20
OFFSET:27.85
STA:79+91.89
OFFSET:28.12 32 34 35 37 38 40
STA:10+53.82 OFFSET:-19.26
STA:0+46.46
OFFSET:-27.75
STA:81+83.26
OFFSET:58.90
STA:88+89.81
OFFSET:52.11
STA:89+56.75
OFFSET:-27.60
STA:75+22.53
OFFSET:28.16
STA:75+49.64
OFFSET:28.17
STA:82+67.00
OFFSET:28.28
STA:84+09.52
OFFSET:27.98
STA:84+30.98
OFFSET:28.03
STA:84+16.47
OFFSET:-27.79
STA:84+32.36
OFFSET:-27.84
STA:1+66.80
OFFSET:-17.68 33 39
STA:89+59.75
OFFSET:28.31
STOP
STOP
STOP
STA:2+34.80
OFFSET:45.99
STA:80+92.75
OFFSET:28.29
STA:86+04.64
OFFSET:-27.88
STOP
STOP 36 41
C46 C47
C52
C53
C118 C119 C120 C121 C123 C125
C126
C127
C128 C129 C132
C133 C134 C135 C139
C140
C57
C41
C48
C49 C50 C59 C60
C61 C88 12' 12' 8'8' 12'8' 12' 8' 8' 12' 12' 8' 8' 12' 8' 12' 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 STA: 74+76.43

STRIPING END
STA: 75+45.44

STRIPING START
STA: 77+08.97

STRIPING START
STA: 77+60.97

STRIPING END
STA: 77+98.97

STRIPING END
STA: 81+52.54

STRIPING START
STA: 81+82.55

STRIPING END
STA: 82+52.73

STRIPING START
STA: 83+04.73

STRIPING END
STA: 83+12.73

STRIPING START
STA: 86+45.00

STRIPING END
STA: 89+56.74

STRIPING START
STA: 90+08.74

STRIPING END
STA: 90+16.74

STRIPING START
STA: 80+21.01

STRIPING START
STA: 80+51.01

STRIPING END
STA: 80+59.01

STRIPING START
STA: 81+11.01

STRIPING END
STA: 82+15.17

STRIPING START
STA: 82+45.17

STRIPING END
STA: 84+66.76

STRIPING START
STA: 84+96.76

STRIPING END
STA: 85+04.77

STRIPING START
STA: 85+56.77

STRIPING END
STA: 86+40.58

STRIPING START
STA: 86+70.58

STRIPING END
STA: 87+99.44
STA: 87+47.44

STRIPING END

STRIPING START
STA: 89+44.14
STA: 89+14.13

STRIPING END

STRIPING START
STA: 76+70.04

STRIPING END
STA: 77+68.97

STRIPING START
STA: 83+42.73

STRIPING END
STA: 86+15.00

STRIPING START
STA: 88+97.82

STRIPING END
STA: 87+10.58

STRIPING START
STA: 87+40.58

STRIPING END
10+00
11+00
12+00
13+00
14+00
0+10
1+00
2+00
3+00
4+00
STA: 75+97.44

STRIPING END
STA: 76+40.03

STRIPING START
STA: 87+08.54

STRIPING START
STA: 87+60.54

STRIPING END
STA: 87+68.54

STRIPING START
STA: 87+98.54

STRIPING END
STA: 88+67.82
STRIPING START SL134 SL135 SL136 SL137 SL138 SL139 SL140 SL141 SL142 SL143 SL144 SL145 SL146SL147 SL148 SL149 DW86 DW87 DW88 DW89 DW90 DW91 DW92 DW93 DW94 DW95 DW96 DW97 DW98 DW99 DW100 DW101 DW102 DW103 DW104 5' 5' 5' 5' 5' 5' 5' 5' 5' 12' 12' 8'8' 5' 12' 12.2' 12' 9.8' 12' 11.8' 12.2' 9.8' 11.9' 8.5' 2.9' 3.2' 3.3' 3.1' 2.8' 2.9' 3.2' 2.6' 3.1' 2.8' X X

X X X X X X X X

X X X X X X X X X X X X X

X X X X
6" W 12" W 12" W 12" W 12" W
6" W
6" W 12" W
6" W 12" W 12" W 12" W
6" W
6" W 12" W
8" W 12" W 12"SS 12"SS
6"SS 12"SS 12"SS 6"SS 6"SS
6"SS
8"SS
8"SS
18"SS 12"SS 12"SS
12"SS12"SS
8"SS
6"SS18"SS
6"SS 6"SS 18"SS 12"SS 12"SS
8"SS
18"SS
18"SS
18"SS
8"SS
18"SS
8"SS
6"SS
8"SS 12"SS 12"SS
6"SS 6"SS
60"SD
60"SD
SD
SD
SD 10"SD 10"SD
10"SD
10"SD
SD
SD
SD
SD
SD
SD
10"SD
10"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH
TELE
OH
OH
OH

D STREET

SONORA STREET

E STREET

F STREET MARSH STREET
SHARON AVENUE MAIN STREET 8' 10.4' 8' 9.8' 8' 9.9' 8' 9.9' 10.1' 9.9' 8' 9.7' 8' 9.8' 10.1' 10.1' 8' 10' 8' 9.8' 10' 10.1' 9.9' 10' 16' 18' 15' 19' 79' 8' 9.9' 8' 9.9' 10.1' 10' FACE OF CURB TABLE CURVE # C41 C46 C47 C48 C49 C50 C52 C53 C57 C59 C60 C61 C88 C118 C119 LENGTH 20.16 19.45 22.41 20.16 17.96 7.85 17.81 15.40 15.69 10.69 18.84 5.83 13.85 9.65 9.65 RADIUS 20.00 10.00 20.00 20.00 15.00 5.00 12.00 13.00 13.00 5.50 12.00 10.00 5.00 15.00 15.00 DELTA 57°45'09" 111°27'49" 64°11'49" 57°44'59" 68°36'20" 89°55'44" 85°03'29" 67°53'08" 69°08'41" 111°18'44" 89°57'59" 33°23'08" 158°43'17" 36°52'12" 36°52'12" CHORD BEARING S78°23'49"E 19.32' S38°13'11"W 16.53' S54°06'07"E 21.26' S78°23'44"E 19.32' N38°25'37"E 16.91' N40°50'25"W 7.07' S52°10'03"W 16.22' S51°21'00"E 14.52' S51°30'27"E 14.75' N38°22'04"E 9.08' N62°16'18"W 16.97' N65°08'37"E 5.74' S6°36'56"E 9.83' N67°36'40"W 9.49' N67°36'40"W 9.49' FACE OF CURB TABLE CURVE # C120 C121 C123 C125 C126 C127 C128 C129 C132 C133 C134 C135 C139 C140 LENGTH 14.92 39.41 7.96 7.97 27.58 9.48 15.24 9.67 9.65 17.35 7.85 7.95 10.20 10.68 RADIUS 10.00 35.00 10.00 10.00 10.00 15.00 15.00 15.00 15.00 15.00 10.00 10.00 15.00 10.00 DELTA 85°27'33" 64°30'26" 45°35'39" 45°38'32" 158°02'13" 36°11'49" 58°12'56" 36°56'34" 36°51'44" 66°15'41" 45°00'00" 45°34'23" 38°57'42" 61°11'19" CHORD BEARING S51°13'27"W 13.57' S40°44'54"W 37.36' S71°23'54"W 7.75' S71°25'21"W 7.76' S6°47'08"E 19.63' N53°53'15"E 9.32' N64°53'48"E 14.59' N67°55'20"W 9.50' N67°52'55"W 9.48' S60°33'22"W 16.40' S49°55'32"W 7.65' N71°14'14"E 7.75' N52°18'33"E 10.00' N63°25'22"E 10.18' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 134 75+47.72 (EXISTING) 135 76+65.17 (NEW) 136 77+76.64 (EXISTING) 137 77+82.35 (EXISTING) 138 79+40.60 (NEW) 139 80+63.58 (NEW) 140 82+26.15 (EXISTING) 141 82+62.61 (NEW) 142 84+11.70 (EXISTING) 143 84+32.72 (EXISTING) 144 85+67.72 (EXISTING) 145 86+40.57 (NEW) 146 87+70.02 (EXISTING) 147 87+87.07 (NEW) 148 89+58.14 (NEW) 149 89+01.68 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 86 14' 75+82.06 87 10' 76+30.21 88 20' 77+15.25 89 36' 78+79.87 90 25' 78+68.59 91 19' 80+79.36 92 20' 81+43.41 93 10' 81+73.10 94 24' 82+96.54 95 12' 82+88.32 96 16' 83+91.76 97 12' 84+49.23 98 12' 84+75.00 99 17' 85+34.15 100 18' 85+94.67 101 8' 86+70.74 102 11' 87+17.87 103 17' 88+25.90 104 31' 88+72.11 NORTHING & EASTING TABLE POINT # 32333435363738394041 INTERSECTION INTX SONORA ST END SONORA ST INTX MCDONELL AVE INTX E ST INTX MARSH ST INTX SHARON AVE INTX MARSH ST END MARSH ST INTX F ST INTX ALMA ST NORTHING 2171161.4742 2171268.0606 2171136.5286 2171115.5919 2171111.7369 2171090.4392 2171087.4982 2171206.2502 2171064.5998 2171062.3377 EASTING 6342854.3318 6343197.1669 6343200.2865 6343490.6452 6343544.1057 6343839.4735 6343880.2600 6344262.2259 6344197.8232 6344229.1934 73 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 18 EXISTING ACCESSIBLE RAMP 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT INSTALL TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 29 REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 9 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 15 REMOVE EXISTING STRIPING BY GRINDING. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 21 EXISTING WHITE CURB PAINT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description

MARSH STREET
ALMA STREET 0' 25' 100' SCALE: 1"=50' 50' C3.6 PRECISE ROAD PLAN MAIN STREET STA 75+00 TO 90+00 FOR CONTINUATION SEE SHEET STATION 75+00 C3.5
FOR CONTINUATION SEE SHEET STATION 90+00 C3.7
GC2.2GC2.2 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50'GC2.2GC2.2 FOR CONTINUATION SEE SHEET STATION 75+00 C3.5
FOR CONTINUATION SEE SHEET STATION 90+00 C3.7 25 19 23 20 23 20 21 3 C3.16
4 C3.16
1 1 1
1 25 25 25
MARSH STREET 24 24

ALMA STREET
McDONELL AVENUE 24 73 29 18 18 18 24 24 24 24 24 24 24 24 24 24 24 24 14 14 14 14 9 6 19 6 TYP. 15 15 TYP. TYP. 15 24 24 24 55 R9-3 R9-3cP 58 STREET NAME SIGN (2) R1-1 55 W11-2 57 STREET NAME SIGN (2) R1-1 57 BIKE ROUTE 19 BIKE ROUTE 57 55 STREET NAME SIGN (2) R1-1 55 STREET NAME SIGN (2) R1-1 19 55 STREET NAME SIGN (2) R1-1 57 R6-1 57 NO PARKING R1-1 58 55 STREET NAME SIGN (2) R1-1 R1-1 58 STREET NAME SIGN57 24 24 2 C3.17
Exhibit 1
STOP 12" W 12" W 12" W 12" W
6" W 12" W 8" W
6" W
6" W 8" W 8" W 12"SS 6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
8"SS 12"SS 12"SS 12"SS 12"SS 8"SS
8"SS
8"SS
10"SD
SD
SD
10"SD
SD SD
10"SD
SD SD
18"SD 15"SD 15"SD 21"SD
SD
15"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G
G
G
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH OH OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH
OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH MAIN STREET 8' 10' 8' 10.4' 8'12.9' 8' 9.8' 10' 8' 10.1' 8' 10.4' 9.7' 10' 8' 10.1' 8' 10.1' 10.2' 10.2' 11' 13.1' 10.8' 16' 113' 69' 51' 5' 8' 12.9' 8' 13.9' 10.5' 10.3'

SEARCHLIGHT AVENUE

SULLIVAN AVENUE
BURKETT AVENUE 12' 12' 10' FACE OF CURB TABLE CURVE # C63 C64 C65 C131 C136 C137 C141 C142 C143 C144 C146 C147 C148 C149 C150 C151 C155 C156 C157 LENGTH 29.26 23.88 23.45 62.32 1.48 90.32 3.08 20.09 19.85 15.04 19.78 14.35 19.79 8.04 10.39 14.29 14.20 22.56 23.43 RADIUS 15.00 20.00 20.00 52.00 178.00 50.00 1.00 70.54 63.23 50.50 70.50 50.50 70.50 71.50 101.50 98.50 50.50 52.37 100.47 DELTA 111°45'10" 68°24'31" 67°10'46" 68°39'59" 0°28'31" 103°29'36" 176°35'50" 16°19'01" 17°59'03" 17°03'45" 16°04'41" 16°16'37" 16°05'02" 6°26'42" 5°51'56" 8°18'40" 16°06'34" 24°41'13" 13°21'34" CHORD BEARING S38°35'16"W 24.83' S51°14'05"E 22.49' N50°41'12"W 22.13' S51°36'51"E 58.66' S9°43'00"E 1.48' S42°16'04"W 78.53' S5°07'32"W 2.00' N78°47'49"E 20.02' S73°48'08"E 19.76' N3°42'32"E 14.98' N10°46'49"W 19.72' N88°21'28"W 14.30' N13°48'52"E 19.73' N7°47'38"W 8.04' N12°19'53"W 10.39' S13°17'20"E 14.28' S5°45'37"W 14.15' S74°50'19"E 22.39' N79°27'34"E 23.37' DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 105 26' 90+66.54 106 20' 92+90.70 107 20' 93+41.10 108 30' 92+91.69 109 55' 94+79.10 110 30' 95+90.41 111 14' 96+20.17 112 20' 96+65.67 113 27' 97+73.89 114 35' 98+42.18 115 28' 98+42.77 116 20' 99+46.19 117 20' 100+47.76 118 11' 101+36.34 119 21' 101+94.79 120 10' 102+38.92 121 10' 103+02.67 122 15' 101+92.76 123 10' 102+87.30 124 9' 103+32.99 125 20' 104+54.41 NORTHING & EASTING TABLE POINT # 4243444546 INTERSECTION INTX SEARCHLIGHT AVE INTX FILBERT ST INTX FILBERT ST INTX SULLIVAN AVE INTX BURKETT AVE NORTHING 2171046.1783 2171017.4186 2171011.7184 2170987.4873 2170955.9308 EASTING 6344453.3005 6344852.1513 6344931.2036 6345267.2499 6345704.8881 STOP
STOP 12" W 12" W 12" W 12" W
6" W
8" W 12" W 8" W
6" W
6" W 8" W 8" W 12"SS 6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
6"SS 12"SS 6"SS
8"SS 12"SS 12"SS 12"SS 12"SS 8"SS
8"SS
8"SS
SD
10"SD
SD
SD
SD
10"SD
SD SD
10"SD
10"SD
SD SD
18"SD 15"SD 15"SD 21"SD
SD
15"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE
TELE
TELE
TELE
TELE

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
OH

OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH
OH OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH

OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH

OH MAIN STREET
STA:103+90.60
OFFSET:-30.89
STA:104+71.32
OFFSET:-30.77
STA:104+31.83
OFFSET:33.03 42 43 45 46
OFFSET:-27.60
STA:95+40.33
OFFSET:-27.71
STA:97+07.85
OFFSET:-28.02
STA:95+42.05
OFFSET:28.33
STA:97+35.51
OFFSET:28.45 39
YIELD
YIELD
YIELD 44
STA:99+10.17
OFFSET:33.00
STA:99+23.52
OFFSET:32.96
STA:99+87.19
OFFSET:32.81
STA:101+66.71
OFFSET:33.22
STA:102+19.12
OFFSET:33.30
C63
C64 C65
C141
C142 C143
C144
C146 C147
C148 C149 C150 C151
C155
C156 C157
C168
C169 C178
C170
C158
C159
C160 C161
C162 C163
C164 C165
C166 C167C179
C180
C181 C131 C136
C137 8' 12' 12' 8' 8' 12' 12' 8' 12' 8' 12' 8' 8' 12' 12' 8' 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 STA: 90+08.74

STRIPING END
STA: 90+16.74

STRIPING START
STA: 90+46.73

STRIPING END
STA: 95+18.92

STRIPING START
STA: 95+49.42

STRIPING END
STA: 97+42.82

STRIPING START
STA: 97+72.82

STRIPING END
STA: 103+60.62

STRIPING START
STA: 103+90.62

STRIPING END
STA: 104+72.45

STRIPING START
STA: 105+24.45

STRIPING END
STA: 90+70.87

STRIPING START
STA: 91+08.87

STRIPING START
STA: 91+00.87

STRIPING END
STA: 91+60.87

STRIPING END
STA: 92+49.02

STRIPING START
STA: 92+79.52

STRIPING END
STA: 94+68.73

STRIPING START
STA: 94+98.73

STRIPING END
STA: 97+04.29

STRIPING START
STA: 97+34.78

STRIPING END
STA: 99+08.15

STRIPING START
STA: 99+38.15

STRIPING END
STA: 99+46.15

STRIPING START
STA: 99+98.15

STRIPING END
STA: 100+76.81

STRIPING START
STA: 101+05.77

STRIPING END
STA: 103+38.81

STRIPING START
STA: 103+68.81

STRIPING END
STA: 103+76.81
STA: 104+28.81

STRIPING END

STRIPING START
STA: 105+10.71

STRIPING START
STA: 95+06.73

STRIPING START
STA: 95+67.73

STRIPING END
STA: 96+79.34

STRIPING START
STA: 97+34.81

STRIPING END
14+00 SL150 SL151 SL152 SL153 SL154 SL155 SL156 SL157 SL158 SL159 SL160 SL161 DW105 DW106 DW107 DW108 DW109 DW110 DW111 DW112 DW113 DW114 DW115 DW116 DW117 DW118 DW119 DW120 DW121 DW122 DW123 DW124 DW125 5'5' 5' 5' 6'6' 6' 6' 11.7'8.4' 9.5' 12.2' 7.8' 7.3' 6.5' 6' 3.1' 3' 3' 3' 5.7' 5.9' 5.9' 6'

SEARCHLIGHT AVENUE

SULLIVAN AVENUE
BURKETT AVENUE FACE OF CURB TABLE CURVE # C158 C159 C160 C161 C162 C163 C164 C165 C166 C167 C168 C169 C170 C178 C179 C180 C181 LENGTH 9.95 70.30 16.37 13.44 32.04 5.58 23.87 12.66 28.39 52.73 3.09 13.32 3.09 3.54 20.58 46.64 4.32 RADIUS 15.00 70.00 15.00 50.50 70.50 100.00 65.50 180.00 100.00 180.00 1.00 11.41 1.00 200.00 183.00 42.71 10.00 DELTA 37°59'26" 57°32'32" 62°32'48" 15°14'55" 26°02'09" 3°11'46" 20°52'55" 4°01'48" 16°16'03" 16°47'08" 177°10'39" 66°52'22" 176°48'21" 1°00'51" 6°26'38" 62°33'47" 24°46'16" CHORD BEARING S66°50'52"E 9.76' S19°04'53"E 67.38' S40°57'47"W 15.57' N83°00'03"W 13.40' S2°37'43"E 31.76' S8°47'28"W 5.58' N18°23'46"E 23.74' N5°56'25"E 12.66' S9°05'47"E 28.30' N8°53'46"W 52.54' N3°59'56"E 2.00' S49°56'25"E 12.58' N74°09'10"E 2.00' N14°45'26"W 3.54' S1°12'31"W 20.57' S37°53'43"W 44.35' S81°33'45"W 4.29' 18 EXISTING ACCESSIBLE RAMP 19 EXISTING BUS STOP SIGN KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 7 REMOVE AND DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 150 91+28.89 (NEW) 151 93+24.67 (NEW) 152 94+40.08 (NEW) 153 95+67.99 (NEW) 154 95+99.20 (NEW) 155 95+95.15 (EXISTING) 156 96+63.89 (NEW) 157 97+14.79 (NEW) 158 98+83.66 (NEW) 159 100+93.06 (NEW) 160 102+64.04 (NEW) 161 104+23.28 (NEW) REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. STANDARD SIDEWALK 9 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 23 EXISTING RED CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 15 REMOVE EXISTING STRIPING BY GRINDING. 20 EXISTING GREEN CURB PAINT 28 INSTALL NEW SIGN ON NEW SIGN POST. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 22 EXISTING YELLOW CURB PAINT 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 52 RIGHT OF WAY ACQUISITION REQUIRED 66 RELOCATE EXISTING BILLBOARD SIGN AND POST. 67 RELOCATE EXISTING FIRE HYDRANT. REMOVE AND REPLACE EXISTING WROUGHT IRON FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 6869 REMOVE AND REPLACE EXISTING CHAIN LINK FENCE IN KIND TO ACCOMMODATE PROPOSED IMPROVEMENTS. 70 REMOVE AND DISPOSE OF EXISTING TREE, INCLUDING STUMP AND ROOTS 71 REMOVE AND DISPOSE OF EXISTING BOLLARDS, INCLUDING FOUNDATION 73 PROPOSED RRFB OR HAWK CROSSING, WITH TRIPLE 4" HIGH VISIBILITY THERMOPLASTIC (WHITE) CROSSWALK STRIPING PER CITY OF STOCKTON STANDARD DRAWING NO. R-114. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.7 PRECISE ROAD PLAN MAIN STREET STA 90+00 TO 105+00 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' GC2.2GC2.2
HC2.2HC2.2
GC2.2GC2.2 23 23 23 47 23 20 22 19 19
6 C3.16
1 1
1 1
5 1
1 25 25 67 2524 24 24
HC2.2HC2.2
6 7
7 7
7 18 18 24 24 24 24 24 24 24 24 24 24 24 14 14 14 14
FOR CONTINUATION SEE SHEET STATION 90+00 C3.6
FOR CONTINUATION SEE SHEET STATION 105+00 C3.8
FOR CONTINUATION SEE SHEET STATION 90+00 C3.6
FOR CONTINUATION SEE SHEET STATION 105+00 C3.8

FILBERT STREET

FILBERT STREET
9 38 40 47 32 18 18 18 15 TYP. 28 R3-5 55 R2-1 (30 MPH) 55 STREET NAME SIGN (2) R1-1 55 55 STREET NAME SIGN (2) R1-124 MINUTE PARKING 55 R2-1 (35 MPH) 57 57 BIKE ROUTE BIKE ROUTE 58 55 STREET NAME SIGN (2) R1-1 R1-1 55 24 MINUTE PARKING 52 52 66 68 69 32 70 71 TYP. (5) 32 24 73 73 73 73 155 SF 318 SF Exhibit 1
6" W 8" W 8" W 6" W 6" W 8" W 8" W 8" W 6" W 8" W 8" W 6" W 8" W 8" W 8" W 8" W 8"SS 8"SS 8"SS 12"SS 8"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 12"SS 10"SS 12"SS 12"SS 10"SS
6"SS
6"SS 21"SD
SD 15"SD 21"SD SD SD SD24"SD 24"SD 27"SD 54"SD
54"SD SD SD 54"SD 21"SD SD 24"SD 24"SD SD SD 27"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE E E E E E E E E E E E E E E E E E E E TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G G G G G G G G G G G G G G G G G G G G G G G OHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHOH OH OH OH OH OH OH OH OH OH OH OH OH OH STA:107+22.25
OFFSET:-31.32
STA:110+55.37
OFFSET:-33.80 OH
STA:108+00.49
OFFSET:-31.33
STA:111+34.28
OFFSET:-31.53
STA:113+80.01
OFFSET:-31.95
STA:114+58.29
OFFSET:-31.91
STA:117+08.91
OFFSET:-32.18
STA:118+05.32
OFFSET:-32.25
STA:108+40.45
OFFSET:32.64
STA:111+69.25
OFFSET:32.54
STA:110+84.41
OFFSET:32.26
STA:114+18.08
OFFSET:32.06
STA:115+07.25
OFFSET:32.13
STA:117+18.55
OFFSET:32.03
STA:118+29.02
OFFSET:31.75 47 48 49 50 C66 C67 C69 C70 C71 C72 C73 C74 C75 C76 C68 C171 C172 C173 C174 8' 12' 12' 8' 8' 12' 12' 8' 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 STA: 105+24.45

STRIPING END
STA: 105+32.45

STRIPING START
STA: 105+57.45

STRIPING END
STA: 106+92.29

STRIPING START
STA: 107+22.27

STRIPING END
STA: 108+00.73

STRIPING START
STA: 108+52.73

STRIPING END
STA: 108+60.71

STRIPING START
STA: 108+90.72

STRIPING END
STA: 110+18.51

STRIPING START
STA: 110+48.50

STRIPING END
STA: 111+26.37

STRIPING START
STA: 111+78.37

STRIPING END
STA: 111+86.37

STRIPING START
STA: 112+16.38

STRIPING END
STA: 113+50.02

STRIPING START
STA: 113+80.02

STRIPING END
STA: 114+58.30

STRIPING START
STA: 115+10.30

STRIPING END
STA: 115+18.30

STRIPING START
STA: 115+48.30

STRIPING END
STA: 116+90.86

STRIPING START
STA: 117+20.86

STRIPING END
STA: 118+05.94

STRIPING START
STA: 118+52.24

STRIPING END
STA: 120+04.47

STRIPING START
STA: 105+10.71

STRIPING START
STA: 105+40.71

STRIPING END
STA: 106+66.15

STRIPING START
STA: 106+96.15

STRIPING END
STA: 107+04.14

STRIPING START
STA: 107+56.14

STRIPING END
STA: 108+40.44

STRIPING START
STA: 108+70.43

STRIPING END
STA: 109+94.45

STRIPING START
STA: 110+24.45

STRIPING END
STA: 110+32.43

STRIPING START
STA: 110+84.43

STRIPING END
STA: 111+69.23

STRIPING START
STA: 111+99.23

STRIPING END
STA: 113+23.36

STRIPING START
STA: 113+53.36

STRIPING END
STA: 113+61.35

STRIPING START
STA: 114+13.35

STRIPING END
STA: 114+96.25

STRIPING START
STA: 115+26.25

STRIPING END
STA: 116+74.87

STRIPING START
STA: 117+19.73

STRIPING END
STA: 119+81.27

STRIPING START
STA: 118+14.58
STA: 120+06.27

STRIPING END
STRIPING START SL162
STA: 118+46.11
STRIPING END SL163 SL164 SL165 SL166 SL167 SL168 SL169 SL170 SL171 DW126 DW127 SL172 DW128 DW129 DW130 DW131 DW132 DW133 DW134 DW135 DW136 DW137 DW138 DW139 DW140 DW141 DW142 DW143 DW144 DW145 DW146 DW147 DW148 DW149 DW150 6' 6' 6' 6' 5.6' 8.2' 6.3' 5.4' 8'6' 12' 12' 12' 6' 8' 12' 12' 6' 6' 7.5' 8' 8' 5.5' 6.2' 6' 8.2' 6' 6.1' 5.5' 5.9' 6' 6" W 8" W 8" W 6" W 6" W 8" W 8" W 8" W 6" W 8" W 8" W 6" W 8" W 8" W 8" W 8" W 8"SS 8"SS 8"SS 12"SS 8"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 12"SS 10"SS 12"SS 12"SS 10"SS
6"SS
6"SS 21"SD
SD 15"SD 21"SD SD SD SD24"SD 24"SD 27"SD 54"SD
54"SD SD SD 54"SD 21"SD SD 24"SD 24"SD SD SD 27"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE E E E E E E E E E E E E E E E E E E E TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE G G G G G G G G G G G G G G G G G G G G G G G OHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 8' 13.1' 8' 35' 11' 11' 12.8' 8' 13.6' 8' 10.8' 11.2' 12.8' 8' 13' 8' 10.9' 11' 13.3' 14.6' 11.9' 11.1' 11.8' 14.8' 13' FACE OF CURB TABLE CURVE # C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C171 C172 C173 C174 LENGTH 29.19 24.04 37.75 29.50 24.43 37.08 23.96 29.18 24.07 38.70 17.68 29.30 24.37 11.26 36.24 RADIUS 15.00 20.00 20.00 20.00 20.00 20.00 20.00 15.00 20.00 20.00 15.00 15.00 20.00 9.50 20.00 DELTA 111°30'09" 68°52'25" 108°08'24" 84°30'14" 69°58'52" 106°13'38" 68°37'41" 111°27'47" 68°56'33" 110°52'03" 67°32'14" 111°55'54" 69°49'10" 67°54'40" 103°49'09" CHORD BEARING S38°16'53"W 24.80' S51°46'39"E 22.62' S36°31'48"W 32.39' N28°29'21"E 26.90' S52°13'20"E 22.94' S38°36'55"W 31.99' S51°41'56"E 22.55' N38°24'39"E 24.79' S51°21'38"E 22.64' S38°45'24"W 32.94' S52°26'47"E 16.68' S38°23'05"W 24.86' S51°08'11"E 22.89' S51°15'35"E 10.61' S38°26'39"W 31.48' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 162 106+17.21 (NEW) 163 108+12.45 (NEW) 164 109+66.78 (NEW) 165 111+49.62 (NEW) 166 113+55.63 (NEW) 167 115+48.96 (NEW) 168 117+14.97 (EXISTING) 169 117+75.78 (EXISTING) 170 117+59.31 (EXISTING) 171 118+25.75 (EXISTING) 172 119+61.27 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 126 16' 105+72.97 127 10' 106+08.22 128 16' 105+78.92 129 12' 106+92.66 130 13' 109+50.83 131 19' 109+88.92 132 17' 110+18.80 133 17' 110+46.78 134 20' 111+77.99 135 20' 112+69.92 136 12' 113+00.56 137 25' 113+83.13 138 20' 114+87.33 NORTHING & EASTING TABLE POINT # 47484950 INTERSECTION INTX SHASTA AVE INTX DAVID AVE INTX RENDON AVE INTX GOLDEN GATE AVE NORTHING 2170932.2899 2170908.6489 2170885.0082 2170861.3679 EASTING 6346032.7501 6346360.6121 6346688.4701 6347016.3237 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 139 21' 115+45.16 140 9' 117+02.21 141 34' 115+85.66 142 21' 116+78.59 143 22' 116+99.98 144 12' 118+77.98 145 29' 119+46.34 146 20' 118+88.90 147 20' 119+19.03 148 25' 119+65.61 149 25' 120+10.79 150 15' 120+06.72 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 8 REMOVE EXISTING NO PARKING SIGN. STREET LIGHT AND POLE TO REMAIN. 10 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND POST TO REMAIN. 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 17 EXISTING NO PARKING SIGN 19 EXISTING BUS STOP SIGN 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 18 EXISTING ACCESSIBLE RAMP 52 RIGHT OF WAY ACQUISITION REQUIRED 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 41 REMOVE EXISTING GREEN CURB PAINT. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.8 PRECISE ROAD PLAN MAIN STREET STA 105+00 TO 120+00 FOR CONTINUATION SEE SHEET STATION 105+00 C3.7
FOR CONTINUATION SEE SHEET STATION 120+00 C3.9 MODIFIED SIGNALIZED INTERSECTION EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' FOR CONTINUATION SEE SHEET STATION 105+00 C3.7
FOR CONTINUATION SEE SHEET STATION 120+00 C3.9HC2.2 HC2.2 SHASTA AVE DAVID AVE RENDON AVE GOLDEN GATE AVENUE MAIN STREET 20 SHASTA AVE DAVID AVE RENDON AVE GOLDEN GATE AVENUE MAIN STREET 19 19 12 12 17 17 12 10 1 1 1 25 25 25 HC2.2 HC2.2 I C2.2 I C2.2 I C2.2 I C2.2 24 12 10 8 12 19 24 24 24 24 24 24 24 24 24 24 24 24 24 2414 14 19 18 24 52 52 57 15 MINUTE PARKING 55 R1-1 W4-4P 58 STREET NAME SIGN (2) R1-1 W4-4P 58 STREET NAME SIGN (2) R1-1 58 R1-1 55 STREET NAME SIGN (2) R1-1 58 R1-1 55 UNKNOWN SIGN 55 DIRECTIONAL SIGN 55 55 DIRECTIONAL SIGN 58 SURVEILLANCE SIGN STREET NAME SIGN (2) 24 24 41 R2-1 (35 MPH) 14 58 SF 15 SF Exhibit
1 8" W 8" W 6" W 8" W 8" W 8" W
6" W 8" W 8" W
6" W 12"SS 12"SS 10"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 15"SD 15"SD SD SD 18"SD 18"SD SD SD 15"SD 21"SD SD 12"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE

TELE G G G G G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH STA:120+34.46
OFFSET:-32.43
STA:123+64.24
OFFSET:-33.02
STA:121+15.13
OFFSET:-32.62
STA:124+73.40
OFFSET:-32.99
STA:120+76.28
OFFSET:31.42
STA:124+82.05
OFFSET:31.76 51 52 53 54
STA:121+49.81
OFFSET:31.56
STA:124+07.87
OFFSET:31.05 C81 C84 C85C87 C124 C175 C176 C177 8' 12' 8' 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 STA: 120+04.47

STRIPING START
STA: 120+34.47

STRIPING END
STA: 121+15.09

STRIPING START
STA: 121+67.08

STRIPING END
STA: 121+75.11

STRIPING START
STA: 122+05.09

STRIPING END
STA: 123+45.27

STRIPING START
STA: 123+75.77

STRIPING END
STA: 124+73.21

STRIPING START
STA: 125+17.81

STRIPING END
STA: 126+64.09

STRIPING START
STA: 126+94.09

STRIPING END
STA: 127+81.37

STRIPING START
STA: 129+36.06

STRIPING END
STA: 119+81.27

STRIPING START
STA: 120+06.27

STRIPING END
STA: 120+14.44

STRIPING START
STA: 120+66.44

STRIPING END
STA: 121+49.80

STRIPING START
STA: 121+79.80

STRIPING END
STA: 123+26.37

STRIPING START
STA: 123+70.37

STRIPING END
STA: 124+72.00

STRIPING START
STA: 125+02.50

STRIPING END
STA: 126+39.65

STRIPING START
STA: 126+77.65

STRIPING START
STA: 126+69.65

STRIPING END
STA: 127+29.65
STRIPING END SL173 SL174 SL175 SL176 SL177 SL178 SL179 SL180 SL181 DW149 DW150 DW151 DW152 DW153 DW154 DW155 DW156 DW157 DW158 WINDSOR AVENUE NETHERTON AVENUE BROADWAY AVENUE 12' 12' 12' 8' 8' 12' 5.5' 5.3' 7'7.8' 12' 6' 6' 6' 6' 50' 145' 250' 12' 12' 8' 6' 6' 12' 8' 5' 7.1' 8" W 8" W 6" W 8" W 8" W 8" W 6" W 8" W 8" W
6" W 12"SS 12"SS 10"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 8"SS 12"SS 12"SS 8"SS 15"SD 15"SD SD SD 18"SD 18"SD SD SD 15"SD 21"SD SD 12"SD TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE

TELE TELE
TELE G G G G G G G G G G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH WINDSOR AVENUE NETHERTON AVENUE BROADWAY AVENUE 14.5' 11.5' 14.5' 12' 14' 12.1' 14.3' 14' 12' 14.4' 11.7' 14' 12' 14.1' 12' 11.8' 12' 146' 11' 12' 11.2' FACE OF CURB TABLE CURVE # C81 C84 C85 C87 C124 C175 C176 C177 LENGTH 38.84 17.83 30.22 28.49 18.22 29.07 17.99 18.22 RADIUS 20.00 15.00 19.50 20.00 15.00 15.00 15.00 15.00 DELTA 111°16'05" 68°07'08" 88°47'49" 81°37'53" 69°36'23" 111°02'38" 68°43'54" 69°36'23" CHORD BEARING S38°24'41"W 33.02' S52°15'48"E 16.80' S46°23'35"W 27.29' N41°37'47"E 26.15' S51°24'42"E 17.12' S38°29'19"W 24.73' N51°37'25"W 16.93' N51°24'42"W 17.12' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 173 121+57.24 (NEW) 174 123+61.85 (EXISTING) 175 124+30.63 (EXISTING) 176 124+17.84 (EXISTING) 177 124+83.22 (EXISTING) 178 126+92.28 (EXISTING) 179 128+34.86 (EXISTING) 180 130+74.84 (NEW) 181 130+19.57 (EXISTING) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 149 25' 120+10.79 150 15' 120+06.72 151 34' 121+95.97 152 23' 125+26.28 153 18' 125+97.87 154 30' 126+64.92 155 17' 125+87.90 156 28' 126+42.18 157 26' 126+99.15 158 33' 129+51.26 NORTHING & EASTING TABLE POINT # 51525354 INTERSECTION INTX WINDSOR AVE INTX NETHERTON AVE INTX BROADWAY AVE END ALIGNMENT NORTHING 2170837.7260 2170814.0851 2170790.4441 2170765.5068 EASTING 6347344.1980 6347672.0599 6347999.9219 6348345.7622 KEY NOTES 5 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 10 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND POST TO REMAIN. REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND SIGNAL LIGHT TO REMAIN. 1117 EXISTING NO PARKING SIGN 16 REMOVE EXISTING PARKING SPACES 19 EXISTING BUS STOP SIGN 21 EXISTING WHITE CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 28 INSTALL NEW SIGN ON NEW SIGN POST. 30 INSTALL NEW SIGN ON EXISTING STREET LIGHT 18 EXISTING ACCESSIBLE RAMP 15 REMOVE EXISTING STRIPING BY GRINDING. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.9 PRECISE ROAD PLAN MAIN ST. STA 120+00 TO 131+00 FOR CONTINUATION SEE SHEET STATION 120+00 C3.8 I C2.2 I C2.2 MODIFIED SIGNALIZED INTERSECTION EXISTING CONDITIONS 1" = 50'PRECISE ROAD PLAN 1" = 50' MAIN STREETFOR CONTINUATION SEE SHEET STATION 120+00 C3.8 28 25 21 19 19 12 12 12 5 C3.16 25 I C2.2 I C2.2 12 10 17 28 R3-7 W73A (CA) 28 W74 (CA) 28 24 24 30 R81 R81A (CA) R81 R81B (CA) 10 11 11 5 NOTE: STRIPING EAST OF BROADWAY AVENUE IS SUBJECT TO CHANGE. STRIPING LAYOUT SHALL BE COORDINATED WITH SAN JOAQUIN COUNTY. 16 24 24 24 24 24 24 24 24 I C2.2 I C2.2 I C2.2 I C2.2 MAIN STREET 18 18 18 18 15 TYP. 12 58 SW24-3 (CA) 58 R1-1 58 STREET NAME SIGN (2) R1-1 55 END SCHOOL ZONE 55 R1-1 55 S1-1 S4-3P 55 STREET NAME SIGN (2) R1-1 WELCOME TO STOCKTON SISTER CITIES 24 TYP.

Exhibit
1 6"SS 6"SS 18"SS 18"SS
6"SS
6"SS
12"SD
18"SD 12"SD 55 56
STA:-17+76.53
OFFSET:-19.46
STA:-17+69.14
OFFSET:-19.56
STA:-15+96.05
OFFSET:-19.83
STA:-15+54.01
OFFSET:-20.27
STA:-15+36.72
OFFSET:-19.99
STA:-17+76.20
OFFSET:20.57
STA:-17+51.58
OFFSET:20.76
STA:-16+84.24
OFFSET:20.78
STA:-16+57.49
OFFSET:20.68 -19+00 -18+00 -17+00 -16+00 -15+00
STA: -15+24.46

STRIPING START
STA: -17+81.56

STRIPING START
STA: -17+51.56
STRIPING END SL182 SL183 SL184 SL185 SL186 SL187 SL188 SL189 SL190 SL191 SL192 SL193 DW159 DW160 DW161 CENTER STREET MARKET STREET 8.1' 12' 5' 6'10.5' 9.6' 9.4' 9.6' 6"SS 6"SS 18"SS 18"SS 6"SS
6"SS
12"SD
18"SD 12"SD
CENTER STREET MARKET STREET 6' 11' 16' 5'7'2' 8' 11.9' 12.2' 8.3' NORTHING & EASTING TABLE POINT # 5556 INTERSECTION BEGIN ALIGNMENT INTX CENTER ST NORTHING 2169863.5008 2169889.7086 EASTING 6333523.5425 6333651.0675 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 182 -18+81.43 (EXISTING) 183 -18+75.10 (EXISTING) 184 -18+52.92 (EXISTING) 185 -17+91.31 (EXISTING) 186 -18+53.18 (EXISTING) 187 -17+91.55 (EXISTING) 188 -17+59.01 (R&R) 189 -17+64.86 (R&R) 190 -16+62.79 (EXISTING) 191 -16+28.95 (R&R) 192 -16+28.90 (R&R) 193 -15+01.42 (R&R) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 159 34' -17+43.12 160 34' -16+94.62 161 26' -16+47.56 24 PAINT CURB RED 23 EXISTING RED CURB PAINT KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 47 REMOVE EXISTING RED CURB PAINT 48 NEW SIGN ON NEW STREET LIGHT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 59 EXISTING PAY STATION. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.10 PRECISE ROAD PLAN MARKET STREET STA -19+50 TO -15+00 FOR CONTINUATION SEE SHEET STATION -15+00 C3.11 MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION -15+00 C3.11 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' 2 2
2 2 2 2
2 23 23 23 23 35 35 35 36 36 36 37 2347 24 24
J C2.2J C2.2
J C2.2J C2.2 48 R81 (CA) R81A (CA) R4-1 55 R4-1 55 56 R31 (CA) 55 PAY AT MACHINE SIGN 55 PAY STATION SIGN 56 R31 (CA) 55 PAY AT MACHINE SIGN PAY STATION SIGN55 55 R31 (CA) 55 PAY AT MACHINE SIGN 56 R3-1 R31 (CA) 59 59 24 Exhibit 1
12"SS
8"SS
6"SS 14"SS 6"SS 6"SS
8"SS
8"SS 14"SS 14"SS 6"SS 14"SS
6"SS 6"SS 14"SS 14"SS 14"SS 6"SS 6"SS
6"SS
12"SS
6"SS
12"SS
18"SD 12"SD
10"SD 12"SD 12"SD 12"SD 10"SD 15"SD 15"SD 15"SD
21"SD 27"SD
6"SD 8"SD 12"SD SD SD
SD 57 58 59 60
STA:-13+64.70
OFFSET:-20.72
STA:-12+57.23
OFFSET:-20.79
STA:-5+85.99
OFFSET:-20.73
STA:-4+35.13
OFFSET:-20.52
STA:-13+95.16
OFFSET:20.45
STA:-13+50.34
OFFSET:20.35
STA:-12+56.93
OFFSET:20.42
STA:-12+39.22
OFFSET:20.38
STA:-12+09.08
OFFSET:20.40
STA:-11+86.52
OFFSET:20.38
STA:-11+45.69
OFFSET:20.41
STA:-11+14.01
OFFSET:20.25
STA:-7+81.81
OFFSET:20.16
STA:-7+76.26
OFFSET:20.16 -15+00 -14+00 -13+00 -12+00 -11+00 -10+00 -9+00 -8+00 -7+00 -6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 STA: 0+08.74

STRIPING START
STA: -2+47.35

STRIPING START
STA: -3+72.43

STRIPING START
STA: -6+29.19

STRIPING START
STA: -7+56.51

STRIPING START
STA: -10+13.43

STRIPING START
STA: -11+96.81

STRIPING START
STA: -11+58.81

STRIPING START
STA: -13+97.83

STRIPING START
STA: -2+17.35

STRIPING END
STA: -3+31.48

STRIPING END
STA: -5+99.19

STRIPING END
STA: -7+15.04

STRIPING END
STA: -9+83.43 SL193
STA: -14+83.25

STRIPING END
STA: -13+67.83

STRIPING END
STA: -11+66.81

STRIPING END
STA: -11+06.81

STRIPING END
STRIPING END SL194 SL195 SL196 SL197 SL198 SL199 SL200 SL201SL202 SL203 SL204 SL205SL206 SL207 SL208 SL209 SL210 SL211 SL212 SL213 SL214 SL215 SL216 SL217 SL218 SL219 SL220 SL221 SL222 SL223 SL224 SL225 SL226 SL227 SL228 SL229 SL230 SL231 SL232 SL233 SL234 DW162 DW163 MARKET STREET

SUTTER STREET

SAN JOAQUIN STREET

HUNTER STREET
EL DORADO STREET 12' 6.3' 6' 9' 9.8' 9.1' 5.9' 9.3' 9.8' 10.1' 8.9' 6' 5.1'10' 6' 6' 7.9' 9.6' 17' 12' 8.5' 17.2' 8.1' 12' 8.2' 12' 12"SS 8"SS
6"SS 14"SS 6"SS 6"SS
8"SS
8"SS 14"SS 14"SS 6"SS 14"SS
6"SS 6"SS 14"SS 14"SS 14"SS 6"SS 6"SS
6"SS
12"SS
6"SS
12"SS
18"SD 12"SD
10"SD 12"SD 12"SD 12"SD 10"SD 15"SD 15"SD 15"SD
21"SD 27"SD
6"SD 8"SD 12"SD SD SD

SD MARKET STREET

SUTTER STREET

SAN JOAQUIN STREET
HUNTER STREET 27'
EL DORADO STREET 23' 19' 27' 20' 9' 13' 23' 42' 6' 16' 44' 49' 16' 17'10' 84' 15' 11' 24' 82' 76' 19' 38' 16' 12.3' 7.8' 12.5' 8.2' 12.5' 8.1' 17.2' 13.1' 8.3' 12.6' 8.3' 12.2' 11.9' 7.8' 17.5' 13' 28' 24' 9' NORTHING & EASTING TABLE POINT # 57585960 INTERSECTION INTX EL DORADO ST INTX HUNTER ST INTX SAN JOAQUIN ST INTX SUTTER ST NORTHING 2169967.9762 2170044.6370 2170125.1587 2170199.6197 EASTING 6334031.9109 6334404.9359 6334796.7475 6335159.0688 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 193 -15+01.42 (R&R) 194 -14+86.93 (R&R) 195 -14+68.59 (EXISTING) 196 -14+68.40 (EXISTING) 197 -14+06.74 (EXISTING) 198 -14+06.99 (EXISTING) 199 -13+72.33 (R&R) 200 -13+68.40 (R&R) 201 -12+31.34 (R&R) 202 -12+44.38 (R&R) 203 -11+18.31 (R&R) 204 -11+18.96 (R&R) 205 -10+84.50 (EXISTING) 206 -10+84.74 (EXISTING) 207 -10+23.85 (EXISTING) 208 -9+88.70 (R&R) 209 -9+62.86 (EXISTING) 210 -9+28.83 (EXISTING) 211 -8+90.17 (EXISTING) 212 -9+04.44 (EXISTING) 213 -8+61.48 (R&R) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 162 13' -9+45.30 163 10' -8+75.86 33 EXISTING BLUE CURB PAINT 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 214 -8+09.17 (EXISTING) 215 -7+34.63 (R&R) 216 -7+03.57 (EXISTING) 217 -6+27.61 (EXISTING) 218 -5+96.29 (R&R) 219 -5+22.11 (EXISTING) 220 -4+87.06 (R&R) 221 -3+54.77 (R&R) 222 -3+30.23 (EXISTING) 223 -3+16.79 (EXISTING) 224 -2+61.48 (EXISTING) 225 -3+11.50 (EXISTING) 226 -2+37.07 (EXISTING) 227 -1+83.90 (EXISTING) 228 -1+61.84 (EXISTING) 229 -1+47.54 (EXISTING) 230 -1+59.19 (EXISTING) 231 -0+42.45 (EXISTING) 232 -0+35.43 (EXISTING) 233 -0+13.47 (EXISTING) 234 -0+33.00 (EXISTING) 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 21 EXISTING WHITE CURB PAINT 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 47 REMOVE EXISTING RED CURB PAINT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 59 EXISTING PAY STATION. 17 EXISTING NO PARKING SIGN 41 REMOVE EXISTING GREEN CURB PAINT. 50 REMOVE EXISTING YELLOW CURB PAINT 51 PAINT CURB YELLOW 35 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.11 PRECISE ROAD PLAN MARKET STREET STA -15+00 TO 0+00 FOR CONTINUATION SEE SHEET STATION -15+00 C3.10 MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION -15+00 C3.10 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION 00+00 C3.12 2 2 2 2 2 2 2 2 2 2 2 2 2 23 50 47 23 22 23 23 23 22 22 23 20 21 23 23 22 47 33 47 21 23 23 20 23 21 35 36 36 36 36 37 47 41 24 24 24 24 J C2.3 J C2.3 J C2.3 J C2.3 KC2.3 KC2.3 KC2.3 KC2.3 FOR CONTINUATION SEE SHEET STATION 00+00 C3.12 24 24 12 57 12 23 7'5' 24 55 R6-1 PAY AT MACHINE SIGN 55 R31 (CA) 55 STREET NAME SIGN (2) R6-1 55 55 56 R31 (CA) PAY AT MACHINE SIGN 55 PAY AT MACHINE SIGN 56 R31 (CA) 56 PAY STATION SIGN R31 (CA) 55 55 56 55 PAY STATION SIGN R31 (CA) W3-156 W3-1 R31 (CA) 55 55 R31 (CA) 55 PAY AT MACHINE SIGN 56 R1-1 R1-3P 55 PAY AT MACHINE SIGN 55 R6-1 R3-2 55 R1-1 R1-3P R6-1 55 PAY AT MACHINE SIGN 55 STREET NAME SIGN (2) R1-1 R3-2 PAY BY LICENSE PLATE SIGN 55 PAY AT MACHINE SIGN 55 R6-1 R5-1 56PAY AT MACHINE SIGN SURVEILLANCE SIGN 55 ACCESSIBILITY SIGN 55 55 R31 (CA) 55 R31 (CA) 55 PAY STATION SIGN 55 R25C (CA) 56 R25C (CA) R6-1 55 55 PAY AT MACHINE SIGN 55 S1-1 S4-3P R31 (CA) 55 R6-1 55 R99C (CA) 55 R99C (CA) PAY AT MACHINE SIGN 55 PAY AT MACHINE SIGN 55 PAY STATION SIGN 55 PAY STATION SIGN 56 R31 (CA) PARKING SIGN 55 PAY AT MACHINE SIGN 5555 55 R6-1 R31 (CA) R3-1 55 R6-1 R32 (CA) 55 17 17 17 55 SR58 (CA) 59 59 59 59 59 BLANK SIGN 51 25 25 25 25 25 Exhibit
1 12" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W 6" W
8" W 4" W
8" W
8"SS 12"SS 12"SS
8"SS 12"SS
6"SS 12"SS 6"SS 12"SS 6"SS 12"SS 6"SS
10"SS 12"SS
24"SS
8"SS 10"SS 10"SS
12"SD SD SD 12"SD 12"SD 24"SD 24"SD
SD SD
12"SD 27"SD SD 12"SD 24"SD 24"SD SD SD 24"SD
10"SD
SD
SD 24"SD 24"SD 24"SD
18"SD 8"SD G
33" W 62 61 63 64
STA:11+92.35
OFFSET:21.28
STA:13+12.46
OFFSET:20.65
STA:11+90.69
OFFSET:-20.79 STOP
STA:13+25.69
OFFSET:-19.73 STOP
STA:2+64.98
OFFSET:-20.23
STA:2+77.98
OFFSET:-20.13
STA:6+29.72
OFFSET:-20.26
STA:6+41.72
OFFSET:-20.16
STA:7+48.85
OFFSET:-19.24
STA:8+09.89
OFFSET:-18.72
STA:9+99.70
OFFSET:-20.93
STA:10+07.41
OFFSET:-20.91
STA:13+75.70
OFFSET:-19.94
STA:14+09.20
OFFSET:-20.08
STA:14+27.61
OFFSET:-20.16
STA:14+42.65
OFFSET:-20.22
STA:14+96.67
OFFSET:-20.27 8' 12' 9'

CALIFORNIA STREET

AMERICAN STREET

STANISLAUS STREET
GRANT STREET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STA: 1+42.53

STRIPING START
STA: 1+72.54

STRIPING END
STA: 3+98.42

STRIPING START
STA: 4+39.62

STRIPING END
STA: 5+24.04

STRIPING START
STA: 5+54.54

STRIPING END
STA: 7+80.12

STRIPING START
STA: 8+21.29

STRIPING END
STA: 9+05.90

STRIPING START
STA: 9+36.40

STRIPING END
STA: 11+12.89

STRIPING START
STA: 11+42.89

STRIPING END
STA: 11+50.88

STRIPING START
STA: 12+02.88

STRIPING END
STA: 12+96.55

STRIPING START
STA: 13+27.07

STRIPING END
STA: 14+95.03

STRIPING START
STA: 0+08.74

STRIPING START
STA: 0+49.38
STRIPING END SL235 SL236 SL237 SL238 SL239 SL240 SL241 SL242 SL243 SL244 SL245 SL246 SL247 SL248 SL249 SL250 SL251 SL252 SL253 SL254 SL255 SL256 SL257 SL258 SL259 SL260 SL261 SL262 SL263 SL264 DW164 DW165 DW166 DW167 DW168 DW169 DW170DW171 MARKET STREET 6' 8' 12' 9' 6' 9' 8' 12' 6' 8' 12' 9' 6' 7' 7'
7' 7'
7' 7' 7'
7' 10' 10.3' 10' 10.1' 9.5' 9.5' 9.6' 9.3' 7'
7'
7' 7'
7' 7' 7'
7' 5.1' 5.6' 7' 5'
12" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W 6" W
8" W 4" W
8" W
8"SS 12"SS 12"SS
8"SS 12"SS
6"SS 12"SS 6"SS 12"SS 6"SS 12"SS 6"SS
10"SS 12"SS
24"SS
8"SS 10"SS 10"SS
12"SD SD SD 12"SD 12"SD 24"SD 24"SD
SD SD
12"SD 27"SD SD 12"SD 24"SD 24"SD SD SD 24"SD
10"SD
SD
SD 24"SD 24"SD 24"SD
18"SD 8"SD SD

SD SD SD SD G
33" W

CALIFORNIA STREET

AMERICAN STREET

STANISLAUS STREET
GRANT STREET MARKET STREET 72' 29' 8' 17' 46' 10' 10' 9' 39' 17' 17' 12' 53' 80' 13' 14' 9' 7' 8' 12.2' 11.9' 8' 8' 11.4' 12' 8' 8' 13.2' 12.3' 8' 8' 11.5' 12.8' 8' 28' 15' 28' 37' 7' 14' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 250 6+77.47 (EXISTING) 251 8+22.56 (EXISTING) 252 8+05.84 (EXISTING) 253 8+41.21 (EXISTING) 254 8+93.79 (EXISTING) 255 9+27.31 (NEW) 256 9+11.03 (EXISTING) 257 10+55.09 (NEW) 258 10+84.62 (NEW) 259 12+01.86 (NEW) 260 12+10.57 (R&R) 261 13+02.33 (NEW) 262 13+02.32 (R&R) 263 14+42.32 (NEW) 264 14+45.45 (NEW) STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 235 0+50.58 (EXISTING) 236 0+63.89 (EXISTING) 237 1+30.53 (EXISTING) 238 1+31.06 (EXISTING) 239 1+66.53 (R&R) 240 1+49.73 (EXISTING) 241 2+79.57 (R&R) 242 2+87.60 (R&R) 243 4+07.92 (R&R) 244 4+44.64 (EXISTING) 245 4+57.74 (EXISTING) 246 5+10.20 (EXISTING) 247 5+29.26 (EXISTING) 248 5+48.96 (R&R) 249 6+75.17 (R&R) NORTHING & EASTING TABLE POINT # 61626364 INTERSECTION INTX CALIFORNIA ST INTX AMERICAN ST INTX STANISLAUS ST INTX GRANT ST NORTHING 2170276.1699 2170352.8248 2170430.1495 2170507.7848 EASTING 6335531.5775 6335904.3805 6336280.3105 6336658.0119 33 EXISTING BLUE CURB PAINT 4 REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM AND LUMINAIRE. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 914 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 20 EXISTING GREEN CURB PAINT 23 EXISTING RED CURB PAINT 22 EXISTING YELLOW CURB PAINT 27 BULB OUT PER DETAIL 1, SHEET C3.15 KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 164 42' 3+23.10 165 12' 6+01.56 166 14' 10+48.27 167 21' 10+65.53 168 15' 11+23.45 169 12' 9+98.63 170 10' 14+55.77 171 8' 14+79.41 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE 37 REMOVE AND DISPOSE OF EXISTING SIDEWALK. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 24 PAINT CURB RED 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 47 REMOVE EXISTING RED CURB PAINT 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 59 EXISTING PAY STATION. 50 REMOVE EXISTING YELLOW CURB PAINT 51 PAINT CURB YELLOW 41 REMOVE EXISTING GREEN CURB PAINT. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.12 PRECISE ROAD PLAN MARKET STREET STA 0+00 TO 15+00 FOR CONTINUATION SEE SHEET STATION 15+00 C3.13 MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTIONFOR CONTINUATION SEE SHEET STATION 15+00 C3.13 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' 2 2 2 2 4 2 2 2 2 2 23 47 23 47 23 23 23 23 23 23 50 22 22 22 23 22 20 20 22 25 25 25 25 27 LC2.3 LC2.3 24 24 LC2.3 LC2.3 LC2.3 LC2.3 2424 24 24 24 2424 24 24 24 24 14 14 14 33 1414 9 9 9 FOR CONTINUATION SEE SHEET STATION 00+00 C3.11 FOR CONTINUATION SEE SHEET STATION 00+00 C3.11 37 37 37 36 36 LC2.3 LC2.3 TYP. 23 R6-1 55 56 UNKNOWN SIGN R31 (CA) R31 (CA) 56 R31 (CA) 56 55 S1-1 S4-3P R6-1R6-1 55 R31 (CA) 56 R31 (CA) 55 R31 (CA) 55 55 R31 (CA) R6-1 R6-1 55 R31 (CA) 55 5655 R6-1 STREET NAME SIGN (2) R6-1 R1-1 55 R1-1 55 55 NO TRESPASSING 24 R31 (CA) 55 59 59 47 47 51 41 Exhibit
1 G G G
AURORA
STREET
UNION

PACIFIC

RAILROA
UNION
STREET

PILGRIM
STREET 4" W
6" W 6" W 4" W 4" W 4" W
2" W
2" W 4" W 4" W
6" W 6" W 4" W 10"SS
8"SS 10"SS 6"SS 10"SS 6"SS 10"SS 10"SS 10"SS 10"SS
6"SS 6"SS 10"SS 10"SS 10"SS
8"SS
6"SS 10"SS 6"SS
SD
SD
SD
SD
8"SD
SD SD
SD
SD
15"SD 15"SD
15"SD
SD
SD
SD
15"SD 8"SD

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE

TELE TELE TELE
G
G
G
G
G
G G
G G G
G
OH
G

OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH
OH

OH OH OH OH OH OH

OH OH OH OH

OH OH OH OH
OH

AURORA STREET

UNION STREET

PILGRIM STREET
UNION PACIFIC RAILROAD MARKET STREET 50'16' 8' 12.2' 12.4' 8' 8' 12.1' 8' 12.2' 12.3' 8' 8' 8' 11.4' 12.4' 8' 11.3' 20' 9.9' 20.4' 19.6' 10.7' G G G 4" W
6" W 6" W 4" W 4" W 4" W
2" W
2" W 4" W 4" W
6" W 6" W 4" W 10"SS
8"SS 10"SS 6"SS 10"SS 6"SS 10"SS 10"SS 10"SS 10"SS
6"SS 6"SS 10"SS 10"SS 10"SS
8"SS
6"SS 10"SS 6"SS
8"SD
SD SD
15"SD 15"SD
15"SD
SD
SD
SD
15"SD 8"SD

TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE TELE
TELE

TELE TELE TELE
G
G
G
G
G
G G
G
G G G
G
OH
G

OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OH OH
OH

OH OH OH OH OH OH

OH OH OH OH

OH OH OH OH
OH

AURORA STREET

UNION STREET

PILGRIM STREET
UNION PACIFIC RAILROAD 15+00 16+00 17+00 18+00 19+00 20+00 21+00 MARKET STREET 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 R R
STA:24+68.55
OFFSET:-19.79
STA:27+49.12
OFFSET:-19.97
STA:28+26.49
OFFSET:-19.83
STA:15+73.52
OFFSET:20.36
STA:27+43.83
OFFSET:19.88
STA:28+29.06
OFFSET:19.95 68 67 66 65
STA:20+03.43
OFFSET:19.80STOP STOP
STA:24+65.34
OFFSET:19.99
STA:14+96.67
OFFSET:-20.27
STA:15+15.00
OFFSET:-20.33
STA:15+72.74
OFFSET:-20.32
STA:17+01.09
OFFSET:-20.55
STA:18+70.78
OFFSET:-20.35
STA:19+60.69
OFFSET:-20.85
STA:19+80.64
OFFSET:-20.96
STA:25+30.95
OFFSET:-19.91
STA:25+90.50
OFFSET:-19.95
STA:26+29.29
OFFSET:-19.87
STA:26+73.83
OFFSET:-19.85
STA:29+00.83
OFFSET:-19.78
STA:29+47.02
OFFSET:-19.66
STA:24+86.19
OFFSET:20.01
STA:25+12.89
OFFSET:20.01
STA:25+59.50
OFFSET:19.92
STA:26+19.20
OFFSET:20.11
STA:28+97.98
OFFSET:20.20
STA:29+29.93
OFFSET:20.08
STA:29+58.14
OFFSET:19.93
STA:16+95.57
OFFSET:20.41
C100
C101 C102
C103 8' 12' 8' 12' 9' 8' 12' 9' 8' 12' 9' 12' 8' 9' 6' 9' 6' 6' 6' 6' DW172 DW173 DW174 DW175 DW176 DW177 DW178 DW179 DW180 DW181 DW182 DW183 DW184 DW185 DW186 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 STA: 14+95.03

STRIPING START
STA: 15+25.03

STRIPING END
STA: 15+33.04

STRIPING START
STA: 15+85.04

STRIPING END
STA: 16+81.05

STRIPING START
STA: 17+11.05

STRIPING END
STA: 20+48.75

STRIPING START
STA: 20+79.75

STRIPING END
STA: 22+72.89

STRIPING START
STA: 23+02.89

STRIPING END
STA: 23+10.89

STRIPING START
STA: 24+47.69

STRIPING START
STA: 24+78.18

STRIPING END
STA: 26+57.79

STRIPING START
STA: 26+87.79

STRIPING END
STA: 26+95.79

STRIPING START
STA: 27+47.79

STRIPING END
STA: 28+29.10

STRIPING START
STA: 28+59.10

STRIPING END
STA: 19+07.56

R/R PAVEMENT MARKING
STA: 23+62.88
STRIPING END SL265 SL266 SL267 SL268 SL269SL270 SL271 SL272 SL273SL274 SL275 SL276 SL277 SL278 SL279 SL280 SL281 SL282 9.7' 9.8' 10.3' 5.6' 10.1' 9.6' 10' 4.3' 10.5' 8.4' 4.4' 9.8' 9.9' 5' 6' NORTHING & EASTING TABLE POINT # 65666768 INTERSECTION INTX AURORA ST INTX UNION PACIFIC RAILROAD INTX UNION ST INTX PILGRIM ST NORTHING 2170585.2873 2170662.5564 2170739.8256 2170817.1670 EASTING 6337034.9371 6337410.7275 6337786.5178 6338162.6593 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 265 15+87.01 (NEW) 266 15+87.00 (R&R) 267 16+81.50 (R&R) 268 16+81.57 (NEW) 269 18+68.89 (EXISTING) 270 18+68.95 (EXISTING) 271 19+63.83 (EXISTING) 272 19+63.93 (EXISTING) 273 21+75.28 (EXISTING) 274 21+81.31 (EXISTING) 275 22+73.62 (EXISTING) 276 22+73.66 (EXISTING) 277 23+53.59 (EXISTING) 278 23+53.66 (EXISTING) 279 24+57.36 (NEW) 280 25+55.13 (NEW) 281 27+28.81 (NEW) 282 28+74.57 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 172 28' 17+39.58 173 28' 18+47.57 174 32' 18+93.11 175 20' 20+54.12 176 40' 18+96.35 177 20' 20+55.86 178 15' 22+23.90 179 20' 25+64.01 180 18' 26+54.54 181 10' 24+99.25 182 20' 25+80.98 183 10' 26+04.04 184 12' 28+85.71 185 12' 29+29.67 186 10' 29+18.62 FACE OF CURB TABLE CURVE # C100 C101 C102 C103 LENGTH 16.41 14.89 18.97 17.09 RADIUS 12.00 9.50 12.00 11.00 DELTA 78°21'26" 89°47'25" 90°34'11" 88°59'53" CHORD BEARING S27°17'00"W 15.16' S56°32'55"E 13.41' N33°37'35"E 17.05' N57°31'12"W 15.42' KEY NOTES REMOVE EXISTING STREET LIGHT AND WOODEN POLE. SALVAGE ARM 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. 2 REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND FOUNDATION. SALVAGE ARM AND LUMINAIRE. 15 REMOVE EXISTING STRIPING BY GRINDING. 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 13 REMOVE AND DISPOSE OF EXISTING ACCESSIBLE CURB RAMP. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK CURB AND GUTTER. 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 34 POLE TO BE RELOCATED AS PART OF STOCKTON DIAMOND GRADE SEPARATION PROJECT 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 39 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 3840 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. WITH CITY OF STOCKTON STANDARD SIDEWALK REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 918 EXISTING ACCESSIBLE RAMP 27 BULB OUT PER DETAIL 1, SHEET C3.15 32 COORDINATE DIRECTLY WITH PG&E TO RELOCATE POLE. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 56 REMOVE AND RELOCATE EXISTING SIGN ON PROPOSED STREET LIGHT. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 47 REMOVE EXISTING RED CURB PAINT 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.13 PRECISE ROAD PLAN MARKET STREET STA 15+00 TO 29+50 FOR CONTINUATION SEE SHEET STATION 29+50 C3.14
FOR CONTINUATION SEE SHEET STATION 15+00 C3.12 EXISTING CONDITIONS 1" = 50' FOR CONTINUATION SEE SHEET STATION 29+50 C3.14
FOR CONTINUATION SEE SHEET STATION 15+00 C3.12
2 1
2 PRECISE ROAD PLAN 1" = 50'
J C2.3J C2.3
J C2.3J C2.3 47 47
1 1
1 1
1 25 25 13 24 24 24 24 24 24 2424 14 34 34 34 34 36 36 36 36 36 38 38 38 39 38 39 39 40 40 39 TYP. 14 14 14 14 9 15 27 23 52 WATER VALVE TO BE RELOCATED AS PART OF STOCKTON DIAMOND GRADE SEPARATION PROJECT. TYP.

LC2.3LC2.3LC2.3LC2.3 14 14 523418 18 TYP. 32 24 24 14 R6-1 56 R6-1 58 1855 R1-1 R6-1 R6-1 55 58 STREET NAME SIGN (2) R1-1 58 R1-1 R6-1R6-1 55 58 STREET NAME SIGN (2) R1-1 W10-12 55 R15-8 55 55 R15-8 R1-1 55 PARK SIGN 55 STREET NAME SIGN (2)55 TYP. 15 15 TYP. TYP. TYP. 27 Exhibit 1
4" W
8" W 8" W 4" W 4" W
6" W 6" W 4" W 4" W
14" W 14" W 8" W 10"SS 10"SS 6"SS 6"SS
8"SS
6"SS 8"SS 8"SS
6"SS
18"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS
8"SS 6"SS
8"SS 8"SS 8"SD 8"SD 8"SD
SD
SD
SD
SD
10"SD 8"SD 8"SD
SD
SD
SD
12"SD 12"SD
15"SD
SD
SD
SD
SD
18"SD

OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH TELE TELE TELE TELE
G
G
G
G
G
G G G
G G G
G G G
G
G
G
G G G
G
G

OH OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH
TELE
OH OH

OH OH MARKET STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON WAY 8' 12' 9' 8' 12' 9' 8' 12' 9' 8' 12' 9' 6' 6' 6' 5' DW187 DW188 DW189 DW190 DW191 DW192 DW193 DW194 DW195 DW196 DW197 DW198 DW199 DW200 DW201 DW202 DW203 DW204 DW205 DW206 DW207 DW208 DW209 DW210 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 STA: 30+86.75

STRIPING START
STA: 31+28.09

STRIPING END
STA: 32+10.64

STRIPING START
STA: 32+41.14

STRIPING END
STA: 35+86.85

STRIPING START
STA: 34+26.26
STA: 36+16.85

STRIPING END

STRIPING START
STA: 34+56.26

STRIPING END
STA: 34+64.25

STRIPING START
STA: 35+16.25

STRIPING END
STA: 38+47.73

STRIPING START
STA: 38+88.78

STRIPING END
STA: 39+84.16

STRIPING START
STA: 40+14.66
STRIPING END SL283 SL284 SL285 SL286 SL287 SL288 SL289 SL290SL291 SL292 SL293 SL294 9.9' 9.2' 9.9' 10.6' 10.4' 9.4' 12.3' 11.9' 4.9' 4.9' 4.5' 2.1' 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 STA:31+33.07
OFFSET:-20.03
STA:32+12.00
OFFSET:-19.74
STA:35+17.40
OFFSET:-19.39
STA:35+94.90
OFFSET:-19.40
STA:31+31.14
OFFSET:20.10
STA:32+11.60
OFFSET:20.23
STA:35+15.43
OFFSET:20.27 71 70 69
STA:38+83.52
OFFSET:20.25
STA:39+92.80
OFFSET:18.87
STA:39+85.69
OFFSET:-17.17
STA:29+47.02
OFFSET:-19.66
STA:30+12.41
OFFSET:-19.46
STA:31+01.82
OFFSET:-19.49
STA:33+76.65
OFFSET:-19.59
STA:38+63.71
OFFSET:-19.32
STA:29+58.14
OFFSET:19.93
STA:29+83.22
OFFSET:19.76
STA:36+04.56
OFFSET:20.99
STA:36+44.64
OFFSET:21.08
STA:37+31.81
OFFSET:21.05
STA:37+51.92
OFFSET:21.09
C104
C105 C106
C107
C108
C109
C110
C6
C7
C8 C5 4" W
8" W 8" W 4" W 4" W
6" W 6" W 4" W 4" W
14" W 14" W 8" W 10"SS 10"SS 6"SS 6"SS
8"SS
6"SS 8"SS 8"SS
6"SS
18"SS
6"SS
18"SS
6"SS
18"SS 6"SS
6"SS
8"SS 6"SS
8"SS 8"SS 8"SD 8"SD 8"SD
SD
SD
SD
SD
10"SD 8"SD 8"SD
SD
SD
SD
12"SD 12"SD
15"SD
SD
SD
SD
SD
18"SD

OH OH OH OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH TELE TELE TELE TELE
G
G
G
G
G
G G G
G G G
G G G
G
G
G
G G G
G
G

OH OH OH OH OH
OH
OH
OH
OH
OH

OH OH OH OH

OH OH OH OH OH OH OH
OH
OH
OH

OH OH OH OH OH OH OH OH OH OH OH

OH OH OH OH OH OH OH OH
TELE
OH OH

OH OH MARKET STREET

AIRPORT WAY

SIERRA NEVADA STREET
WILSON WAY 55' 6' 49' 8' 12.1' 8' 8' 12' 11.6' 8' 11.7' 8' 12.2' 8' 11.5' 8' 10' 10.2' 8' NORTHING & EASTING TABLE POINT # 697071 INTERSECTION INTX AIRPORT WY INTX SIERRA NEVADA ST INTX WILSON WY NORTHING 2170894.5083 2170971.8497 2171049.1701 EASTING 6338538.8008 6338914.9423 6339290.9819 DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 187 10' 30+24.48 188 14' 30+72.66 189 10' 30+90.66 190 10' 29+71.87 191 21' 29+96.61 192 16' 30+44.95 193 17' 30+95.07 194 48' 32+86.58 195 10' 33+20.58 196 10' 33+68.55 197 8' 34+32.72 198 10' 32+77.17 STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 283 30+58.37 (NEW) 284 31+40.59 (EXISTING) 285 32+02.71 (EXISTING) 286 32+08.21 (EXISTING) 287 33+83.48 (NEW) 288 35+02.62 (NEW) 289 37+12.26 (NEW) 290 38+91.56 (EXISTING) 291 39+00.44 (EXISTING) 292 39+75.81 (EXISTING) 293 39+87.70 (EXISTING) 294 41+12.09 (EXISTING) FACE OF CURB TABLE CURVE # C5 C6 C7 C8 C104 C105 C106 C107 C108 C109 C110 LENGTH 21.98 23.96 23.73 23.43 16.30 17.83 15.54 18.91 15.20 17.00 17.31 RADIUS 14.00 15.00 15.00 15.00 12.00 12.00 10.00 12.00 10.00 12.00 11.00 DELTA 89°56'26" 91°30'29" 90°39'26" 89°29'10" 77°48'45" 85°07'53" 89°03'58" 90°17'40" 87°05'09" 81°10'03" 90°08'58" CHORD BEARING N33°07'38"E 19.79' N56°49'21"W 21.49' S33°19'05"W 21.33' S56°39'00"E 21.12' N27°11'27"E 15.07' N58°41'09"W 16.23' N33°16'53"E 14.03' S56°09'46"E 17.01' S30°15'38"W 13.78' S61°24'22"E 15.61' S56°33'15"E 15.58' DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 199 18' 33+52.14 200 16' 33+75.12 201 10' 34+56.57 202 9' 36+36.13 203 14' 36+95.60 204 25' 37+74.72 205 20' 36+29.31 206 9' 36+92.01 207 10' 37+41.76 208 77' 38+44.96 209 26' 40+12.61 210 29' 40+39.54 KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 910 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN. EXISTING SIGN AND POST TO REMAIN. 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 20 EXISTING GREEN CURB PAINT 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 39 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 19 EXISTING BUS STOP SIGN 47 REMOVE EXISTING RED CURB PAINT 23 EXISTING RED CURB PAINT 18 EXISTING ACCESSIBLE RAMP 15 REMOVE EXISTING STRIPING BY GRINDING. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 52 RIGHT OF WAY ACQUISITION REQUIRED 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.14 PRECISE ROAD PLAN MARKET STREET STA 29+50 TO 41+50 FOR CONTINUATION SEE SHEET STATION 29+50 C3.13
FOR CONTINUATION SEE SHEET STATION 41+50 C3.15 MODIFIED SIGNALIZED INTERSECTION MODIFIED SIGNALIZED INTERSECTION FOR CONTINUATION SEE SHEET STATION 29+50 C3.13
FOR CONTINUATION SEE SHEET STATION 41+50 C3.15 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' J C2.3J C2.3
J C2.3J C2.3
MC2.4MC2.4 19 47 23 20
1 1
1 1 25 25 25 24 12 12 24 24 24 24 2424 24 24 24 14
9 36 36 36 36 39 39 39 39 39 39 39 39 39 39 39 39 18 TYP. 15 TYP. 15 MC2.4MC2.4 R6-1 55 R6-1 55 5555 R6-1 R6-1 R1-1 55 55 R6-1 R1-1 55 STREET NAME SIGN (2) R6-1 55 SR58 (CA) 55 R6-1 TURN DIRECTION SIGN 57 55 R6-1 R6-1 55 55 55 R6-1 R6-1 55 12 MINUTE PARKING 52 52 52 52 24 24 12 12 SF 2 SF 14 SF 16 SF Exhibit 1
X X
X X X X 8" W 8" W 8" W 8" W
6" W
6" W
8" W 8" W
6" W
8" W
8" W
8" W
6" W
6"SS 8"SS 6"SS
6"SS 6"SS
6"SS
33"SS 33"SS 33"SS
33"SS
6"SS 6"SS 6"SS
6"SS
6"SS
16"SS
4"SS
30"SS
16"SS
8"SD
SD
SD
SD
8"SD
21"SD 21"SD
SD
SD
SD
SD
18"SD 21"SD
21"SD
12"SD
SD
SD
18"SD
SD
SD
18"SD
18"SD
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G
G
G

G OH OH OH
OH OH

OH OH OH OH OH OH OH OH OH OH
OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
TELE
OH 6"SS

DELLA STREET

LOCUST STREET

EUGENIA STREET

MAIN STREET
STA:46+67.07
OFFSET:-17.84
STA:47+42.32
OFFSET:-18.04
STA:42+85.08
OFFSET:18.62
STA:43+61.65
OFFSET:18.81
STA:46+68.64
OFFSET:18.66
STA:47+44.82
OFFSET:18.19
STA:50+51.46
OFFSET:19.68 73 74 72
18 19
SLOW
SCHOOL
YIELD
YIELD
YIELD
17 STA:41+83.70
OFFSET:-18.05
STA:42+27.82
OFFSET:-17.89
STA:49+07.63
OFFSET:-18.01
STA:49+17.59
OFFSET:19.23
STA:47+26.16
OFFSET:39.20
C112
C113
C115
C111
C116
C9
C10 C51 C54 C55
C12 C82
C29
C33
C34
C39
12"SD
C14 C28
C30
C32
C38
C138
C152 C145
C153 8' 12' 5' 8' 12' 9' 5' DW211 DW212 DW213 DW214 DW215 DW216 DW217 DW218 DW219 DW220DW221 DW222 DW223 DW224 49+00
50+00
51+00
52+00
53+00
54+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 STA: 41+95.61

STRIPING START
STA: 42+25.61

STRIPING END
STA: 42+33.59

STRIPING START
STA: 42+85.60

STRIPING END
STA: 45+79.74

STRIPING START
STA: 46+09.74

STRIPING END
STA: 46+17.74

STRIPING START
STA: 43+61.65
STA: 46+69.74

STRIPING END

STRIPING START
STA: 43+91.65

STRIPING END
STA: 47+42.26

STRIPING START
STA: 47+72.23

STRIPING END
STA: 49+55.41

STRIPING START
STA: 49+85.34

STRIPING END
STA: 49+93.32

STRIPING START
STA: 50+45.19

STRIPING END
0+00
1+00
2+00 SL295 SL296 SL297 SL298 SL299 11.7' 12.4' 11.5' 9.7' 9' 9' 9.4' 9.4'5' 8' 1.9' 2.1' 12' 2.5' X X
X X X X 8" W 8" W 8" W 8" W
6" W
6" W
8" W 8" W
6" W
8" W
8" W
6" W
6"SS 8"SS 6"SS
6"SS 6"SS
6"SS
33"SS 33"SS 33"SS
33"SS
6"SS 6"SS 6"SS
6"SS
6"SS
16"SS
8"SD
SD
SD
SD
8"SD
21"SD 21"SD
SD
SD
SD
SD
18"SD 21"SD
21"SD
12"SD
SD
SD
18"SD
SD
TELE
TELE
TELE
TELE
TELE
TELE
G
G
G
G
G
G
G
G
G
G

G OH OH OH
OH OH

OH OH OH OH OH OH OH OH OH OH
OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH

OH OH OH OH
OH
OH
OH
OH
OH
OH
TELE 6"SS

DELLA STREET

LOCUST STREET

EUGENIA STREET
MAIN STREET 5' 7' 8' 8' 10.2' 10.4' 8' 8' 10.1' 10.4' 50' 29' 193' FACE OF CURB TABLE CURVE # C9 C10 C12 C29 C33 C34 C39 C51 C54 C55 C82 C111 C112 C113 LENGTH 17.33 19.13 30.01 37.27 62.49 38.02 9.27 21.76 20.21 21.33 3.11 19.01 18.81 17.34 RADIUS 11.00 13.00 25.00 50.00 53.00 48.00 57.00 70.50 70.50 60.50 1.00 12.00 12.00 11.00 DELTA 90°16'20" 84°17'32" 68°46'06" 42°42'30" 67°33'37" 45°22'54" 9°19'03" 17°41'01" 16°25'43" 20°11'48" 178°02'34" 90°45'36" 89°48'31" 90°18'52" CHORD BEARING S56°48'37"E 15.59' S58°57'23"E 17.45' S16°55'52"W 28.24' S72°40'10"W 36.41' N73°58'43"W 58.94' N62°53'22"W 37.03' S67°33'48"W 9.26' N74°34'33"E 21.67' S0°50'58"W 20.15' N73°39'48"W 21.22' N4°00'25"E 2.00' N56°39'35"W 17.08' N33°19'26"E 16.94' N33°54'30"E 15.60' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 295 42+37.30 (NEW) 296 44+29.39 (NEW) 297 46+31.78 (NEW) 298 48+30.69 (NEW) 299 50+48.97 (NEW) DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 211 25' 41+64.92 212 25' 42+07.59 213 15' 41+97.66 214 15' 42+59.90 215 8 43+25.25 216 8' 43+75.01 217 26' 44+82.44 218 32' 46+01.50 219 24' 45+79.05 220 10' 48+63.10 221 12' 48+78.98 222 18' 49+63.93 223 10' 47+90.29 224 12' 49+36.13 NORTHING & EASTING TABLE POINT # 171819727374 INTERSECTION INTX MARKET ST INTX LOCUST ST INTX MARKET ST INTX EUGENIA ST INTX DELLA ST INTX LOCUST ST NORTHING 2171346.8637 2171340.5400 2171323.5557 2171126.6233 2171203.6026 2171279.6522 EASTING 6340306.4632 6340393.0027 6340625.4270 6339667.6672 6340042.0477 6340411.9070 9.7' 6.5' 7.5' 15'

9.7' 6.5' 7.5' 15'
6' TRUNCATED DOMES WHERE PER PLAN R15' 6' R10' R15' R15' R10' 6' 6'
4' 4' FACE OF CURB TABLE CURVE # C115 C116 LENGTH 20.91 17.38 RADIUS 13.00 11.00 DELTA 92°09'04" 90°32'08" CHORD BEARING S33°07'23"W 18.73' S56°51'34"E 15.63' KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. REMOVE EXISTING DRIVEWAY AND REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK 912 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN 14 RELOCATE EXISTING STORM DRAIN INLET OR MANHOLE. 19 EXISTING BUS STOP SIGN 25 FIRE HYDRANT WITH PARKING RESTRICTIONS. 24 PAINT CURB RED 23 EXISTING RED CURB PAINT 36 REMOVE AND DISPOSE OF EXISTING SIDEWALK, CURB AND GUTTER. REPLACE WITH CITY OF STOCKTON STANDARD SIDEWALK, CURB AND GUTTER. 38 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 55 EXISTING SIGN AND POST TO REMAIN. PROTECT IN PLACE. 57 REMOVE AND DISPOSE OF EXISTING SIGN AND POST. 58 REMOVE AND RELOCATE EXISTING SIGN AND POST. 46 EXISTING RED CURB PAINT TO BE REMOVED AS PART OF CURB REMOVAL. 47 REMOVE EXISTING RED CURB PAINT 53 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON SPECIAL COMMERCIAL RAMP DRIVEWAY. 6 REMOVE EXISTING STREET LIGHT AND TRAFFIC SIGNAL. SALVAGE STREET LIGHT ARM AND LUMINAIRE. DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 7 REMOVE AND DISPOSE OF TRAFFIC SIGNAL, POLE, AND FOUNDATION. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 25' 100' SCALE: 1"=50' 50' C3.15 PRECISE ROAD PLAN MARKET STREET STA 41+50 TO 53+00 FOR CONTINUATION SEE SHEET STATION 41+50 C3.14
FOR CONTINUATION SEE SHEET STATION 54+00 C3.4 MARKET STREET STATION 51+00 FOR CONTINUATION SEE SHEET C3.4 FOR CONTINUATION SEE SHEET STATION 41+50 C3.14
FOR CONTINUATION SEE SHEET STATION 54+00 C3.4 STATION 51+00 FOR CONTINUATION SEE SHEET C3.4 EXISTING CONDITIONS 1" = 50' PRECISE ROAD PLAN 1" = 50' MC2.4
MC2.4
MC2.4
MC2.4 23 47 19 25 25
1 1
1 TYPICAL CORNER BULB-OUT 1" = 10'
1 MARKET STREET 12 24 24 1 C3.16
9 24 24 24 24 24 24 24 14 14 38 38 36 38 53 24 58 R1-1 55 R6-1 55 HANDICAP SIGN R6-1 55 R1-1 58 55 R1-1 57 TURN SIGN 55 D1-1 6 6
7 7
7 57 SR4-1 58 R5-1 R5-1a 57 R3-6 57 R6-1 55 47 47 STREET NAME SIGN (2) R2-1 (30 MPH)55 23 57 57 R9-3 R4-7 24 24 24 24 6 Exhibit 1
X
XING
SCHOOL
SLOW YIELD YIELD YIELD STOP R44' R34' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X STOP STOP STOP YIELD YIELD YIELD R30' R20' 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description WINDSOR AVENUE NETHERTON AVENUE C3.16 CONCEPTUAL LANDSCAPE ENLARGEMENTS I MARKET STREET ROUNDABOUT AND PARKLET DESIGN : MAIN STREET AND DELLA STREET 1" = 30' 1 ORNAMENTAL GRASSES EXISTING TREE BENCHES & TRASH RECEPTACLE COLORED SCORED CONCRETE LANDSCAPE SHRUB PLANTING SMALL ACCENT TREES MAIN STREET DELLA STREET MEDIUM STREET TREES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH PARKLET DESIGN : MAIN STREET AND LAFAYETTE STREET 1" = 30' 2 SMALL ACCENT TREES LANDSCAPE PLANTING COLORED SCORED CONCRETE ORNAMENTAL GRASSES BENCHES & TRASH RECEPTACLE SCULPTURAL ART MONUMENT OPPORTUNITY SYNTHETIC TURF MARSH STREET F STREET COLORED SCORING CONCRETE LANDSCAPE PLANTING NEW SIDEWALK BENCHES & TRASH RECEPTACLE MAIN STREET PARKLET DESIGN : MAIN STREET AND WINDSOR AVENUE 1" = 30' 5 PARKLET DESIGN : MAIN STREET AND F STREET 1" = 20' 4 LAFAYETTE STREET MAIN STREET LAUREL STREET ROUNDABOUT DESIGN : MAIN STREET AND FILBERT STREET 1" = 30' 6 LOCUST STREET MAIN STREET FILBERT STREET MAIN STREET BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE SMALL ACCENT TREES MEDIUM STREET COLORED SCORED TREES CONCRETE COLORED SCORED CONCRETE COLORED SCORED CONCRETE LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH ORNAMENTAL GRASSES LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING MEDIUM STREET TREES MEDIUM STREET TREES ORNAMENTAL GRASSES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH EXISTING TREE MULTI-TRUNK TREE OR SCULPTURAL ART OPPORTUNITY LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTINGLANDSCAPE SHRUB PLANTING LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING MULTI-TRUNK TREE MARSH STREET PARKLET DESIGN : MAIN STREET MCDONNELL AVENUE 1" = 30' 3 MAIN STREET MEDIUM STREET TREES COLORED SCORED NEW SIDEWALK CONCRETE LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH ORNAMENTAL GRASSES LANDSCAPE SHRUB PLANTING BENCHES & TRASH RECEPTACLE LANDSCAPE SHRUB PLANTING EXISTING TREE LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH EXISTING TREE CROSSWALK STRIPING ART OPPORTUNITY NOTE: ROUNDABOUT LOCATIONS ARE POTENTIAL AREAS FOR ADDING ACCENT FEATURE: WATER FOUNTAIN, STATUE, HISTORICAL FEATURE. LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING LANDSCAPE SHRUB PLANTING NEW SIDEWALK NEW SIDEWALK MEDIUM STREET TREES Exhibit
1 X X X X X 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description C3.17 CONCEPTUAL LANDSCAPE ENLARGEMENTS II PARKLET DESIGN : MAIN STREET AND SONORA STREET 1" = 30' 2 MAIN STREET SONORA STREET PARKLET DESIGN : MAIN STREET AND WILSON WAY 1" = 30' 1 MAIN STREET MAIN STREET WILSON WAY DELLA STREET SMALL ACCENT TREES SMALL ACCENT TREES BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE MEDIUM STREET TREES MEDIUM STREET TREES COLORED SCORING CONCRETE COLORED SCORING CONCRETE LANDSCAPE PLANTING ORNAMENTAL GRASSES LANDSCAPE PLANTING ORNAMENTAL GRASSES LANDSCAPE BOULDERS EXISTING TREE AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE PLANTINGORNAMENTAL GRASSES ORNAMENTAL GRASSES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH OPTION #2 - PARKLET DESIGN : MAIN STREET AND LAFAYETTE STREET 1" = 30' 5 LAFAYETTE STREET C STREET PARKLET DESIGN : B STREET AND WASHINGTON STREET 1" = 30' 3 MAIN STREET WASHINGTON STREET B STREET MAIN STREET LANDSCAPE PLANTING ORNAMENTAL GRASSES LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE PLANTING LANDSCAPE PLANTING LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH MEDIUM STREET TREES SMALL ACCENT TREES SMALL ACCENT TREES MEDIUM STREET TREES BENCHES & TRASH RECEPTACLE BENCHES & TRASH RECEPTACLE OPTION #1 - OPEN AREA : MAIN STREET AND LAFAYETTE STREET 1" = 30' 4 LAFAYETTE STREET C STREET MAIN STREET MEDIUM STREET TREES MEDIUM STREET TREES LANDSCAPE BOULDERS ORNAMENTAL GRASSES AND DECOMPOSED GRANITE FINE MULCH LANDSCAPE PLANTING LANDSCAPE BOULDERS AND DECOMPOSED GRANITE FINE MULCH APPROXIMATE RIGHT OF WAY LINE, TYPICAL. FURTHER DETAIL TO BE ADDRESSED IN FINAL DESIGN.

Exhibit
1 X X SLOW SCHOOL XINGYIELD YIELD YIELD MARKET STREET

LOCUST STREET MARKET STREET X X SLOW SCHOOLYIELD YIELD YIELD MARKET STREET LOCUST STREET MARKET STREET 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.0 TRUCK TURN - MAIN STREET AND MARKET STREET 65' TRUCK TURN (LEFT TURN) 1" = 30' 65' TRUCK TURN (THROUGH TRAVEL) 2 1" = 30' 1 MAIN STREET MAIN STREET Exhibit
1 STOP STOP STOP STOP 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.1 TRUCK TURN - MAIN STREET AND LAFAYETTE STREET 65' TRUCK (LEFT TURN) 1" = 30' 2 MAIN STREET C STREET LAFAYETTE STREET LAFAYETTE STREET C STREET MAIN STREET 65' TRUCK (RIGHT TURN) 1" = 30' 1 LAFAYETTE STREET LAFAYETTE STREET FIRE TRUCK (THREE POINT TURN) 1" = 30' 3 GARBAGE TRUCK (THREE POINT TURN) 1" = 30' 4 MAIN STREET LAFAYETTE STREET MAIN STREET LAFAYETTE STREET Exhibit
1 10"SD
10"SD STOP STOP 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description E STREET 0' 15' 60' SCALE: 1"=30' 30' MAIN STREET C4.2 TRUCK TURN - MAIN STREET AND E STREET 65' TRUCK (LEFT TURN) 1" = 30' 2 65' TRUCK (RIGHT TURN) 1" = 30' 1 E STREET MAIN STREET Exhibit
1 STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.3 TRUCK TURN - MAIN STREET AND FILBERT STREET MAIN STREET 65' TRUCK (RIGHT TURN) 1" = 30' 2 65' TRUCK (LEFT TURN) 1" = 30' 3 65' TRUCK (THROUGH TRAVEL) 1" = 30' 1 MAIN STREET MAIN STREET FILBERT STREET FILBERT STREET FILBERT STREET Exhibit
1 STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD STOP YIELD YIELD YIELD 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.4 BUS TURN - MAIN STREET AND FILBERT STREET 60' ARTICULATED BUS (RIGHT TURN) 1" = 30' 2 60' ARTICULATED BUS (LEFT TURN) 1" = 30' 3 60' ARTICULATED BUS (THROUGH TRAVEL) 1" = 30' 1 60' ARTICULATED BUS (U-TURN) 1" = 30' 4 MAIN STREET FILBERT STREET FILBERT STREET FILBERT STREET FILBERT STREET MAIN STREET MAIN STREET MAIN STREET Exhibit
1 YIELD YIELD MARKET STREET YIELD YIELD MARKET STREET 6" W 8" W 8" W 8" W 8" W 6" W 4"SS 30"SS 30"SS 30"SS
6"SS
18"SD 18"SD 18"SD
12"SD
12"SD SD TELE TELE TELE TELE TELE
TELE
TELE G G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 6" W OHOH OHOH SL109 SL110 SL300 1+00 2+00 3+00 4+00 5+00 5+50 52+00 YIELD C33 C34 1+00 2+00 3+00 4+00 5+00 5+50 85 STA:5+13.91
OFFSET:-31.53
STA:5+12.22
OFFSET:29.97 C154 C182 C188 C189 C190 C191 C192 C193 C194 C195 C196 C197 C198 C199 C200 C201 12"SD 12"SD DW53 DW54 DW226 DW227 DW228 DW229 DW230 MARKET STREET 25' 6' 20'5' A STREET 6" W
8" W 8" W 8" W 8" W 6" W 4"SS 30"SS 30"SS 30"SS
6"SS
18"SD
18"SD 18"SD 18"SD
12"SD
12"SD SD SD TELE TELE TELE TELE TELE
TELE G G G OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 6" W OHOH OHOH MARKET STREET A STREET 16' 17' KEY NOTES 1 REMOVE EXISTING STREET LIGHT FROM WOODEN POLE. SALVAGE ARM AND LUMINAIRE. PROTECT IN PLACE EXISTING WOODEN POLE. REMOVE AND DISPOSE OF EXISTING STREET LIGHT, POLE, AND DRIVEWAY TABLE NO. WIDTH CENTERLINE STATION 53 28' 2+86.20 54 20' 3+29.67 226 20' 1+48.68 227 20' 2+66.29 228 66' 3+67.68 229 13' 4+34.69 230 25' 5+03.56 FACE OF CURB TABLE CURVE # C33 C34 C154 C182 C188 C189 C190 C191 C192 C193 C194 C195 C196 C197 C198 C199 C200 C201 LENGTH 62.49 38.02 80.53 36.26 84.83 45.96 5.35 41.75 15.71 15.71 15.71 15.21 15.21 14.85 14.88 15.10 15.15 35.22 RADIUS 53.00 48.00 95.00 43.41 115.00 106.00 10.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 60.06 DELTA 67°33'37" 45°22'54" 48°34'03" 47°51'45" 42°15'57" 24°50'32" 30°37'46" 119°36'27" 90°00'00" 90°00'00" 90°00'00" 87°08'02" 87°08'02" 85°03'52" 85°15'00" 86°30'14" 86°47'15" 33°35'56" CHORD BEARING N73°58'43"W 58.94' N62°53'22"W 37.03' S72°58'25"W 78.14' N67°01'27"E 35.22' N69°49'22"E 82.92' S84°50'10"W 45.60' S2°58'22"E 5.28' S47°27'42"E 34.57' N62°15'56"W 14.14' S27°44'04"W 14.14' S62°15'56"E 14.14' S27°57'43"W 13.78' N59°10'20"W 13.78' S30°12'08"W 13.52' S64°38'26"E 13.54' S29°28'57"W 13.70' N63°52'18"W 13.74' S89°23'33"W 34.72' STREET LIGHT TABLE STREET LIGHT NO. STATION STATUS 109 1+66.97 (NEW) 110 3+09.66 (NEW) 300 4+96.56 (EXISTING) NORTHING & EASTING TABLE POINT # 85 INTERSECTION END MARKET ST NORTHING 2171509.3759 EASTING 6340831.9058 12 REMOVE AND DISPOSE OF EXISTING NO PARKING SIGN AND SIGNAL LIGHT TO REMAIN. REMOVE AND DISPOSE OF EXISTING ACCESSIBLE CURB RAMP. REPLACE 15 REMOVE EXISTING STRIPING BY GRINDING. 24 PAINT CURB RED REPLACE WITH CITY OF STOCKTON RESIDENTIAL RAMP DRIVEWAY. 40 REMOVE AND DISPOSE OF EXISTING BRIDGE-TYPE DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL DRIVEWAY. 75 TYPE 2 CURB INLET CATCH BASIN PER CITY OF STOCKTON STANDARD DRAWING NO. D-8. 87 INSTALL ACCESS GATE PER CITY OF STOCKTON STANDARD DRAWING NO. R-61. 76 12" STORM DRAIN PIPE 86 INSTALL MODIFIED FIRE ACCESS DRIVEWAY PER CITY OF STOCKTON STANDARD DRAWING NO. R-60. 85 INSTALL FIRE ACCESS DRIVEWAY PER CITY OF STOCKTON STANDARD DRAWING NO. R-60 84 REMOVE AND DISPOSE OF EXISTING STORM DRAIN LINE OR DRAIN INLET. 83 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD CURB AND GUTTER. 82 REMOVE AND DISPOSE OF EXISTING DRIVEWAY. REPLACE WITH CITY OF STOCKTON STANDARD COMMERCIAL RAMP DRIVEWAY. 88 APPROXIMATE RIGHT OF WAY LINE. PROPERTY TO BE ABANDONED BY CITY AND SPLIT 50/50 BETWEEN PROPERTY OWNERS. FURTHER DETAIL TO BE ADDRESSED IN FINAL DESIGN. 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.5 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND MARKET STREET FIRE TRUCK (THREE POINT TURN) 1" = 30' 1 GARBAGE TRUCK (THREE POINT TURN) 1" = 30' 2 MAIN STREET MAIN STREET MARKET STREET ALTERNATE (PRECISE ROAD PLAN) 1" = 50' 4 MARKET STREET ALTERNATE (EXISTING CONDITIONS) 1" = 50' 3 12 15 TYP. 82 82 83 84 82 40 84 86 87 85 24 24 7576 7675 24 24 1 24 88 88 Exhibit
1 X X X X X X X X X X X X X X X X 6' X X X X X X X X X X X X X X X X 6' 3428 Brookside Road Stockton, California 95219 209-943-2021 www.siegfriedeng.com Fx: 209-942-0214 CIVIL ENGINEERING STRUCTURAL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SCALE AS SHOWN DESIGNED BY DRAWN BY CHECKED BY RECORD DWGS. CITY OF STOCKTON, CALIFORNIA SHEET NO. OF 32 SHEETS PROJECT NO. MAIN STREET & MARKET STREET PRECISE ROAD PLAN NJB NJB PJS Revision No. Date By Apprvd. By WT18006 DEPARTMENT OF PUBLIC WORKS APPROVED BY: DATE CITY ENGINEER STOCKTON, CALIFORNIA Project Manager Project Engineer Description 0' 15' 60' SCALE: 1"=30' 30' C4.6 FIRE & GARBAGE TRUCK TURN - MAIN STREET AND WASHINGTON STREET FIRE TRUCK (THREE POINT TURN) 1" = 30' 1 GARBAGE TRUCK (THREE POINT TURN) 1" = 30' 2 MAIN STREET MAIN STREET E WASHINGTON STREET E WASHINGTON STREET Exhibit
1