EXHIBIT 1
May 2, 2025
Wes Johnson
City of Stockton Public Works
22 E. Weber Avenue Room 301
Stockton, CA 95202
Sent via email
Subject: Stockton Safe Routes to School Sidewalk Gap Closure Amendment #3: Poplar Street and Golden Gate Avenue Redesign, Project Phasing, and Additional Submittal
Dear Mr. Johnson,
During recent discussions regarding the subject project, the City has requested design revisions to address grading and drainage issues related to the proposed sidewalks along Poplar Street and Golden Gate Avenue. Additionally, we have been asked to provide an additional submittal of Plans, Specifications, and Estimates to split the project into two separate phases. To accommodate these changes, we have prepared this proposed contract amendment detailing the necessary adjustments to the scope, budget, and schedule to accommodate the condensed schedule. This proposal aims to keep the project on schedule and align with the City's updated expectations.
Executive Summary
The value of the additional services included in this amendment totals $490,802. In an effort to partner with the City and mitigate the financial impact of these changes, we will be writing off $80,056 to bring our amendment request down to $410,746.
Current Tasks (Work Completed)
This section discusses the expansion of scope that we have identified for work performed up to the phase 1 bid documents.
Task 4.4: Plans, Specifications, and Estimates (PS&E)
Project Phasing
As discussed during our meeting on December 19, 2024, the City wants to split the project into two phases. Originally, the second phase was for work on Poplar Street and Golden Gate Avenue, exclusive of the Poplar Street-Filbert Street intersection. The first phase was for the remainder of the work on Fillmore site and all work on the other four sites. At the request of the City, R.E.Y. studied the feasibility of phasing the work on the Fillmore site and provided markups on the plans showing a constructible phasing scheme along with an updated cost estimate that splits the costs by phase. Since then, the phasing direction was revised to show all of the Fillmore site work on Phase 2, with the other four sites remaining in Phase 1.
EXHIBIT A
EXHIBIT 1
Additional work required for modifying the plans to show only Phase 1 work includes removing the Fillmore sheets from the Phase 1 set, modifying the title sheet, modifying the cost estimates for Phase 1 work, and modifying the specifications and bid sheet to show only Phase 1 work.
The additional budget requested for splitting the project into two phases is $19,544.
Additional Submittal
Our originally negotiated scope of work for this project includes the submittal of three (3) packages of plans, specifications, and estimates at the 65% level, 100% level, and final submittal. The 65% PS&Es were submitted on 10/11/2024, and the 100% PS&Es were submitted on 11/15/2024.
On 2/5/2025, we were directed by the City to prepare an additional submittal, to be submitted on 3/12/2025. This submittal will be used to obtain construction funding from the California Transportation Commission (CTC). We were also given the expectation that the first round of City comments on our PS&E package will arrive at or around the time of the submittal of the CTC set and final package of PS&Es will be due in April 2025.
The budget requested for the additional submittal of PS&Es is $49,700.
Summary
Current Tasks (Work Completed) Amount
4.4 Plans, Specifications, and Estimates (PS&E) $69,244 Project Phasing $19,544
Additional Submittal $49,700
New Tasks (Upcoming Work)
4.11: Ph 2 PS&Es (Poplar Street and Golden Gate Avenue Pavement Replacement) Also in our December 19, 2024 meeting, the City stated that they are looking at design changes at Poplar Street that would change the grading and drainage patterns for the roadway. Instead of continuing the existing drainage patterns with roadside ditches between driveways to collect storm water, the geometric section of Poplar Street will change so that a rolled curb and gutter along the north side of the street collects storm water from both the road and private properties on the north side. To accomplish this, the entire surface of the asphalt pavement would need to be lowered, resulting in the replacement of the asphalt pavement section of Poplar Street. In addition, a 5-foot wide acquisition of Right-of-Way was requested for one of the properties along the south side of Poplar Street to allow for a consistent roadway width along the entire street.
At the City’s request, R.E.Y. has already developed a typical section of the pavement replacement on Poplar Street to confirm the constructability of the new design. R.E.Y. also developed a conceptual cost estimate that includes the additional costs of the pavement replacement work when compared to the design presented on our 100% plans.
The City also requested that Golden Gate Avenue have its pavement replaced at a lower elevation, similar to the design proposed at Poplar Street. This will require the acquisition of a 5-foot wide strip of
EXHIBIT A
EXHIBIT 1
Right-of-Way from two properties on the west side of Golden Gate Avenue, to allow the construction of a new sidewalk along the west side of the street.
Additional work anticipated for the reconstruction of Poplar Street and Golden Gate Avenue includes the redesign of Poplar Street and Golden Gate Avenue as described above, revised sheets to show plans and profiles of Poplar Street Golden Gate Avenue with the street centerline profile, updated demolition plans, new typical cross-sections, new storm drain profiles, updated staging and erosion control plans, submittals of PS&Es at the 65% and 100% levels for City review and a bid set for construction. An additional round of utility coordination for Phase 2 will also be required, including A-B-C letters and LAPM support.
We anticipate that PS&E development will occur in the years 2025 through 2026.
The additional budget requested for the reconstruction of Poplar Street and Golden Gate Avenue is $179,788.
4.12: Ph 1 Utility Location and Potholing
We intend to invite a subconsultant to perform utility location and potholing services over selected utility mains within Buena Vista Avenue near Monte Diablo Avenue, and at the intersection of Pilgrim Street and Channel Street. Areas of utility location are shown in the attached exhibit. We are including an allowance of up to 10 potholes. We anticipate that a no-fee encroachment permit application will be needed prior to the start of work.
The additional budget requested for Ph 1 Utility Location and Potholing services is $37,518.
4.13: Ph 2 Utility Location and Potholing
We intend to invite a subconsultant to perform utility location services over selected utility mains within Poplar Street and Golden Gate Avenue, at the areas shown in the attached exhibit. We are including an allowance of up to 10 potholes. We anticipate that a no-fee encroachment permit application will be needed prior to the start of work.
The additional budget requested for Ph 2 Utility Location and Potholing services is $43,920.
4.14: Ph 2 Surveying
R.E.Y. will create three (3) separate Legals and Plats for the Right-of-way (ROW) acquisitions for the Fillmore Elementary School site. These areas are along North Golden Gate Avenue (APN’s 143-09-021 and 143-09-022) and East Poplar Street (APN 143-46-009). These ROW acquisitions areas will be created to fit the current design of the improvement plans and to match the existing ROW surrounding the subject properties.
R.E.Y. will also create four (4) post-construction corner records for four (4) monuments found during the pre-design survey. The current design calls for regrading of the street which may cause the found monuments to be destroyed during construction. Once construction is complete, R.E.Y. will reset the previously found monuments to their originally found position. A subsequent Post-Construction Corner Record will be submitted to the County Surveyor. R.E.Y. will not set any monuments not found during
EXHIBIT A
EXHIBIT 1
the pre-design phase, nor monuments shown on record maps, or monuments for the newly acquired ROW.
R.E.Y. will also use previously established site control along with conventional surveying techniques to locate utility marks. These marks will be completed by a utility location subconsultant, and R.E.Y. will collect the location of the marks once they are fully completed. If depths are marked out as well, R.E.Y. will record this information with the survey data collection. No potholing will be performed in the field, so R.E.Y. cannot confirm the accuracy of the mark-out location. R.E.Y. will compile these field shots in a Civil3D base map to be used for design.
The final deliverables will include one (1) set of Legal Descriptions and accompanying Plats for each of the three (3) sites of ROW acquisitions, one (1) set of Post-Construction Corner Records for each of the previously located and filed Corner Records in the construction area, and a Civil 3D DWG of the located utilities.
The additional budget requested for Ph 2 Surveying services is $15,158.
4.15: Ph 2 Coordination/Meetings
As of now, R.E.Y. has reached our full budgeted amount for the Coordination and Meetings phase. We are proposing 130 hours of additional coordination and meeting time.
The additional budget requested for additional meetings and coordination is $40,558.
4.16: Ph 2 Design Support During Construction
R.E.Y. will perform bid and construction support services for the Phase 2 project. We anticipate that the project will complete construction by the end of year 2030. We are proposing 80 hours of construction support time.
We anticipate that construction of the Phase 2 project will occur in the years 2028 through 2030.
The additional budget requested for Ph 2 Design Support During Construction is $24,560.
Compensation Notes
All upcoming work described in this additional services request will be performed on a Time and Materials Basis and billed per the attached fee schedule. The budget for this amendment includes escalation based on the dates assumed above and the attached schedule. Should the work be performed at a later date than what was assumed, additional budget may be required and a separate contract amendment may be requested.
Exclusions
• Right-of-Way support services, including appraisals and acquisitions • Water quality, low impact development, or hydromodification design elements • Environmental engineering and documentation, and hazardous material testing • Geotechnical Engineering
• Electrical engineering, including photometric analysis • Traffic studies
EXHIBIT A
EXHIBIT 1
• Plan and profiles for utilities that require relocation due to the proposed roadway improvements (i.e. PG&E, California Water Service, or other utilities) • Landscape architecture services
• Structural engineering services (i.e. retaining walls, vaults) • Design of fences, walls, or other site architectural improvements • Record Drawings
• Agency and permitting fees
Summary
For work to date that is outside of our scope of work on the Phase 1 project, R.E.Y. requests additional budget in the amount of $69,244 for expedited project delivery, project phasing, the CTC Submittal, and the survey cost recovery.
For work related the Phase 2 Project, including changes to the design of Poplar Street and Golden Gate Avenue, utility location services, plats and legal descriptions, monument preservation, additional coordination and meeting time, and design support during construction, R.E.Y. requests additional budget in the amount of $341,502.
In total, our additional budget request is in the amount of $410,746, which will bring the new total contract amount to $938,759 (current contract amount is $528,013).
We appreciate the opportunity to continue our work on this project. If you have any questions or require further details, feel free to contact us.
Sincerely,
Alex Heuer, P.E., LEED AP, QSD/QSP
Senior Engineer
Vanessa Humphrey
Associate Vice President
Attachments:
- Amendment 3 Fee Estimate
- Amendment 3 Fee Schedule
- Phase 2 Project Schedule
- Phase 1 Utility Location Scope Exhibit
- Phase 2 Utility Location Scope Exhibit
EXHIBIT A
EXHIBIT 1
Safe Routes to School Sidewalk Gap Closure
City of Stockton
Fee Estimate Amendment 3
May 2, 2025
TASK DESCRIPTION
Assistant Engineer -
III
Associate Engineer -
III
Senior Engineer - I
Senior Engineer - II
Senior Engineer - V
Principal Manager -
II
2-Person
Survey Crew
Assistant Surveyor -
2 Senior Surveyor - 2
Billing Rate $159.00 $191.00 $222.00 $243.00 $307.00 $334.00 $366.00 $149.00 $243.00
4.11 246 200 112 182 26 766 175,288$ 4,500$ 179,788$
4.12 2 8 6 1 8 4 4 33 8,518$ 29,000$ 37,518$
4.13 3 8 6 1 8 4 5 35 8,920$ 35,000$ 43,920$
4.14 3 8 46 18 75 15,158$ -$ 15,158$
4.15 106 24 130 40,558$ -$ 40,558$
4.16 80 80 24,560$ -$ 24,560$
TOTAL HOURS 251 16 200 112 380 55 24 54 27 1,119
TOTAL DOLLARS $39,909 $3,056 $44,400 $27,216 $116,660 $18,370 $8,784 $8,046 $6,561 273,002$ 68,500$ 341,502$ Ph 2 Design Support During Construction
Ph 2 Utility Location and Potholing
Ph 2 Surveying
Ph 2 Coordination/Meetings
Ph 2 PS&Es (Poplar St and Golden Gate Ave Replacement)
Ph 1 Utility Location and Potholing
TOTAL DOLLARS
TOTAL HOURS
TOTAL LABOR COST
TOTAL ODC'S
TOTALSR.E.Y. Engineers, Inc.
EXHIBIT A
EXHIBIT 1
LABOR CLASSIFICATION 2024-2025 2026 2027 2028 2029 2030 Assistant Engineer/Surveyor - I $131 $138 $145 $152 $160 $168 Assistant Engineer/Surveyor - II $145 $152 $160 $168 $177 $185 Assistant Engineer/Surveyor - III $159 $167 $175 $184 $193 $203 Assistant Engineer/Surveyor - IV $173 $181 $190 $200 $210 $221 Assistant Engineer/Surveyor - V $187 $196 $206 $216 $227 $238 Associate Engineer/Surveyor - I $164 $173 $181 $190 $200 $210 Associate Engineer/Surveyor - II $177 $186 $195 $205 $215 $226 Associate Engineer/Surveyor - III $191 $200 $210 $221 $232 $244 Associate Engineer/Surveyor - IV $204 $214 $224 $236 $247 $260 Associate Engineer/Surveyor - V $217 $228 $240 $252 $264 $277 Senior Engineer/Surveyor - I $222 $233 $244 $256 $269 $283 Senior Engineer/Surveyor - II $243 $255 $268 $281 $295 $310 Senior Engineer/Surveyor - III $265 $278 $292 $307 $322 $338 Senior Engineer/Surveyor - IV $286 $301 $316 $331 $348 $365 Senior Engineer/Surveyor - V $307 $323 $339 $356 $374 $392 Principal Manager - I $307 $323 $339 $356 $374 $392
Principal Manager - II $334 $351 $368 $387 $406 $426
Technician - I $106 $111 $117 $123 $129 $135
Technician - II $126 $132 $139 $146 $153 $161
Technician - III $146 $154 $161 $169 $178 $187
Senior Technician - I $152 $159 $167 $175 $184 $193
Senior Technician - II $177 $186 $195 $205 $215 $226
Senior Technician - III $201 $211 $222 $233 $245 $257
LiDAR Technician I $166 $175 $183 $193 $202 $212
LiDAR Technician II $193 $203 $213 $223 $234 $246
LiDAR Technician III $219 $230 $242 $254 $267 $280
Senior LiDAR Specialist I $228 $239 $251 $264 $277 $291 Senior LiDAR Specialist II $257 $269 $283 $297 $312 $327 GIS Analyst $168 $176 $185 $194 $204 $214
GIS Manager $189 $198 $208 $219 $230 $241
1-Person Crew $228 $239 $251 $264 $277 $291
2-Person Crew $366 $384 $403 $423 $445 $467
3-Person Crew $488 $512 $538 $564 $593 $622
Project Coordinator $135 $141 $148 $156 $164 $172
Senior Project Coordinator $231 $243 $255 $268 $281 $295 Grant Administrator $231 $243 $255 $268 $281 $295
Expert Witness Testimony/Deposition $501 $526 $552 $580 $609 $639
EXPENSE CLASSIFICATION
Terrestrial LiDAR Scanning Equipment (per hour, 2-hour minimum) $174 $183 $192 $201 $211 $222 Mobile LiDAR Equipment (per hour) $750 $788 $827 $868 $912 $957 UAV LiDAR Equipment (per flight day) $880 $924 $970 $1,019 $1,070 $1,123 Bathymetric Survey Equipment (per flight) $1,125 $1,181 $1,240 $1,302 $1,367 $1,436 Special Monument & Iron Stakes Cost Cost Cost Cost Cost Cost Outside Reproductions & Services Cost + 15% Cost + 15% Cost + 15% Cost + 15% Cost + 15% Cost + 15% Subconsultants Cost + 15% Cost + 15% Cost + 15% Cost + 15% Cost + 15% Cost + 15% In-House Large Format Prints (B&W) $0.50/SF $0.50/SF $0.50/SF $0.50/SF $0.50/SF $0.50/SF In-House Large Format Prints (Color) $1.00/SF $1.00/SF $1.00/SF $1.00/SF $1.00/SF $1.00/SF LEGEND
• Rates above are the hourly rate to be charged for each classification unless otherwise noted.
NOTES
• Rates are valid through 12/31/2030.
• Reimbursement for mileage is included in the rates above. • Rate for overtime for field and non‐exempt employees will be charged at 135% of rate listed above. • Rate for double time for field and non‐exempt employees will be charged at 170% of rate listed above. • Field rates for night shift work will be charged at 112.5% of the rates listed above. • Field crew rates for underground work will be charged at an additional $5/hr of the rates listed above.
STOCKTON SRTS SIDEWALK GAP CLOSURE PHASE 2 FEE SCHEDULE
EXHIBIT A
EXHIBIT 1
ID Task Name Duration Start Finish Predecessors
1 Phase 2 Kickoff 1 day Mon 6/9/25 Mon 6/9/25
2 Utility A Letters 14 days Tue 6/10/25 Fri 6/27/25 1
3 Utility location 4 wks Mon 6/30/25 Fri 7/25/25 2
4 65% PS&Es 49 days Tue 6/10/25 Fri 8/15/25 1
5 City review of 65% Submittal 4 wks Mon 8/18/25 Fri 9/12/25 4 6 Utility B Letters 15 days Mon 8/18/25 Fri 9/5/25 4
7 Plats and Legal Descriptions 20 days Mon 9/15/25 Fri 10/10/25 5 8 100% PS&Es 65 days Mon 9/15/25 Fri 12/12/25 5
9 City review of 100% Submittal 5 wks Mon 12/15/25Fri 1/16/26 8 10 CTC Review 6 wks Mon 12/15/25Fri 1/23/26 8
11 CTC Meeting 2 days Thu 1/29/26 Fri 1/30/26
12 Bid Set Package 35 days Mon 2/2/26 Fri 3/20/26 11
13 Utility C Letters 15 days Mon 3/23/26 Fri 4/10/26 12 14 Procure Funds 500 days Mon 3/23/26 Fri 2/18/28 12
15 Advertise/Bid 3 mons Mon 2/21/28 Fri 5/12/28 14
16 Construction Period 500 days Mon 5/15/28 Fri 4/12/30 15 H2 H1 H2 H1 H2 H1 H2 H1 H2 H1 H2 H1
2025 2026 2027 2028 2029 2030
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
R.E.Y. Engineers
Stockton SRTS Sidewalk Gap Closure Project
Phase 2 Schedule
Project: Phase 2 Schedule
Date: Fri 4/11/25
EXHBIIT A
EXHIBIT 1
58 5950 50 59+30.00
98 99 100 1050 50 50
+++++
TTTT
TTT
TTTT
TTTTTTT
TTT
T
TTT
T
TT
TT
TT
TT
T
TT
GASG
GASGG
GASGASGAGGA
GASA
GASAS
ASAS
GASG S
GASASGAGA98
GASSS
GAGASASASASS
G
GASGA
999999
ASGAS
GAS
GAS
GAS
GASAS
SSG SSGASGAS100100100100
GAS
GASG
GASGAS
GAS
GASASSSS1000
49 50 51
50 50
50 50
78 79
50 50
GASGAGAGASGASGAAAS
GASAS
GAS
GAS
GASGASGASGGASGAASS
GASGASGASGGASAS
GASGA
GASGASGAS
GASGASGASGASGASASSS
GGAGA
SCALE IN FEET
0 20' 10' 40'
Revision
No. Description Apprvd.
ByDate By DEPARTMENT OF PUBLIC WORKS
CITY OF STOCKTON, CALIFORNIA
SCALE
DESIGNED BY
DRAWN BY
RECORD DWGS.
CHECKED BY
AS SHOWN APPROVED BY:
DATE
CITY ENGINEER
STOCKTON, CALIFORNIADATE SIGNED:
SHEET NO.
OF SHEETS
WT19013
PROJECT NO.
SAFE ROUTES TO SCHOOL
SIDEWALK GAP CLOSURE
11/15/2024
XX
100% PS&E SUBMITTAL 11/15/24 AH
SCALE IN FEET
0 20' 10' 40'
MONTE DIABLO AVENUE
IMPROVEMENT PLAN
C3.8
LAR
AH
AH
MONTE DIABLO AVE & BUENA VISTA AVE
MONTE DIABLO AVE & SAN JUAN AVE
13 1313
13 10'
(TYP.)
IMPROVEMENT KEY NOTES
CONSTRUCT ROLL CURB & GUTTER PER CITY OF STOCKTON
STD. DWG. R-51 AND R-55
CONSTRUCT VERTICAL CURB & GUTTER PER CITY OF
STOCKTON STD. DWG. R-52 AND R-55
CONSTRUCT ROLL CURB TO VERTICAL CURB TRANSITION
AND SIDEWALK PER CITY OF STOCKTON STD. DWG. R-53 AND
R-55
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD.
DWG. R-65
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD. DWG.
R-66; MODIFY BACK OF RAMP CURB PER GRADING PLAN
8-INCH ASPHALT CONCRETE DEEP LIFT. SAWCUT
SHALL BE 2.0-FEET FROM LIP OF GUTTER,
UNLESS OTHERWISE NOTED ON PLANS.
6-INCH CONCRETE OVER 4-INCH CLASS II
AGGREGATE BASE PER CITY OF STOCKTON STD.
DWG. R-51 OR R-52 OR R-53 AS APPLICABLE, AND
PER R-55. PROVIDE JOINTS PER CITY OF
STOCKTON STD. DWG. R-50.
PROTECT IN PLACE EXISTING POWER POLE
PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE
PROTECT IN PLACE EXISTING TRAFFIC SIGNAL CABINET
ADJUST TO GRADE EXISTING WATER VALVE
ADJUST TO GRADE EXISTING TRAFFIC SIGNAL BOX
PROTECT IN PLACE EXISTING GUY WIRE AND ANCHOR
PROTECT IN PLACE EXISTING FENCE
CONSTRUCT 12" WIDE YELLOW CROSSWALK STRIPE PER
CITY OF STOCKTON STD. DWG. NO. R-113CONSTRUCT 24" WIDE WHITE ADVANCE LIMIT LINE PER CITY OF STOCKTON STD. DWG. NO. R-113
PROTECT IN PLACE EXISTING WATER VALVE
PROTECT IN PLACE EXISTING TRAFFIC SIGNAL BOX
STRIPING PER CAMUTCD DETAIL NUMBER RELOCATE (E)PED. PUSH BUTTON ASSEMBLY; SEE TRAFFIC
SIGNAL PLAN
ROADSIDE SIGN PER CAMUTCD SIGN DESIGNATION
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD. DWG.
R-65; MODIFY BACK OF RAMP CURB PER GRADING PLAN
PROTECT IN PLACE EXISTING SIGN
PROTECT IN PLACE EXISTING STREET LIGHT BOX
PROTECT IN PLACE EXISTING FIRE HYDRANT
PROTECT IN PLACE EXISTING BOLLARD
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD.
DWG. R-64
ADJUST TO GRADE EXISTING STREET LIGHT
3 4
5 10
12 20
21 25
26 19
23 13
14 29
22 30
#
11 18
32 24
27 28
9 31
33 34
CONSTRUCT SPECIAL CURB RAMP 2, SEE DETAIL 2, SHEET
C1.2
CONSTRUCT SPECIAL CURB RAMP 3, SEE DETAIL 3, SHEET
C1.235 RELOCATE (E.) STREET SIGN
36 CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD.
DWG. R-67
37 PROTECT IN PLACE EXISTING DRAIN INLET
(E)FOC (TYP.)
(E)EP (TYP.)
(E)BOW (TYP.)
R/W (TYP.)
1 2
18 19
18 38 CONSTRUCT TYPE B CURB RAMP PER CALTRANS STD. DWG
A88A
38 2
1 9
12 35
39 RELOCATE EXISTING UTILITY POLE
39 18
29 19
19 40 EXISTING CLEANOUT ADJUST TO GRADE
40 PROTECT IN PLACE EXISTING MINOR CONCRETE17
VICTORY SCHOOL SITE
UTILITY CROSSING
(E) ATT UNDERGROUND
(N) 12" STORM DRAIN
UTILITY
CROSSING
(E) PGE GAS
(N) 12" STORM
DRAIN
505
505
T
GAG
505
GASASA
G
11 22
AREA OF UTILITY
LOCATION
EXHIBIT A
EXHIBIT 1
58 5950 50 59+30.00
98 99 100 1050 50 50
+++++
TTTT
TTT
TTTT
TTTTTTT
TTT
T
TTT
T
TT
TT
TT
TT
T
TT
GASG
GASGG
GASGASGAGGA
GASA
GASAS
ASAS
GASG S
GASASGAGA98
GASSS
GAGASASASASS
G
GASGA
999999
ASGAS
GAS
GAS
GAS
GASAS
SSG SSGASGAS100100100100
GAS
GASG
GASGAS
GAS
GASASSSS1000
49 50 51
50 50
50 50
78 79
50 50
GASGAGAGASGASGAAAS
GASAS
GAS
GAS
GASGASGASGGASGAASS
GASGASGASGGASAS
GASGA
GASGASGAS
GASGASGASGASGASASSS
GGAGA
SCALE IN FEET
0 20' 10' 40'
Revision
No. Description Apprvd.
ByDate By DEPARTMENT OF PUBLIC WORKS
CITY OF STOCKTON, CALIFORNIA
SCALE
DESIGNED BY
DRAWN BY
RECORD DWGS.
CHECKED BY
AS SHOWN APPROVED BY:
DATE
CITY ENGINEER
STOCKTON, CALIFORNIADATE SIGNED:
SHEET NO.
OF SHEETS
WT19013
PROJECT NO.
SAFE ROUTES TO SCHOOL
SIDEWALK GAP CLOSURE
11/15/2024
XX
100% PS&E SUBMITTAL 11/15/24 AH
SCALE IN FEET
0 20' 10' 40'
MONTE DIABLO AVENUE
IMPROVEMENT PLAN
C3.8
LAR
AH
AH
MONTE DIABLO AVE & BUENA VISTA AVE
MONTE DIABLO AVE & SAN JUAN AVE
13 1313
13 10'
(TYP.)
IMPROVEMENT KEY NOTES
CONSTRUCT ROLL CURB & GUTTER PER CITY OF STOCKTON
STD. DWG. R-51 AND R-55
CONSTRUCT VERTICAL CURB & GUTTER PER CITY OF
STOCKTON STD. DWG. R-52 AND R-55
CONSTRUCT ROLL CURB TO VERTICAL CURB TRANSITION
AND SIDEWALK PER CITY OF STOCKTON STD. DWG. R-53 AND
R-55
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD.
DWG. R-65
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD. DWG.
R-66; MODIFY BACK OF RAMP CURB PER GRADING PLAN
8-INCH ASPHALT CONCRETE DEEP LIFT. SAWCUT
SHALL BE 2.0-FEET FROM LIP OF GUTTER,
UNLESS OTHERWISE NOTED ON PLANS.
6-INCH CONCRETE OVER 4-INCH CLASS II
AGGREGATE BASE PER CITY OF STOCKTON STD.
DWG. R-51 OR R-52 OR R-53 AS APPLICABLE, AND
PER R-55. PROVIDE JOINTS PER CITY OF
STOCKTON STD. DWG. R-50.
PROTECT IN PLACE EXISTING POWER POLE
PROTECT IN PLACE EXISTING TRAFFIC SIGNAL POLE
PROTECT IN PLACE EXISTING TRAFFIC SIGNAL CABINET
ADJUST TO GRADE EXISTING WATER VALVE
ADJUST TO GRADE EXISTING TRAFFIC SIGNAL BOX
PROTECT IN PLACE EXISTING GUY WIRE AND ANCHOR
PROTECT IN PLACE EXISTING FENCE
CONSTRUCT 12" WIDE YELLOW CROSSWALK STRIPE PER
CITY OF STOCKTON STD. DWG. NO. R-113CONSTRUCT 24" WIDE WHITE ADVANCE LIMIT LINE PER CITY OF STOCKTON STD. DWG. NO. R-113
PROTECT IN PLACE EXISTING WATER VALVE
PROTECT IN PLACE EXISTING TRAFFIC SIGNAL BOX
STRIPING PER CAMUTCD DETAIL NUMBER RELOCATE (E)PED. PUSH BUTTON ASSEMBLY; SEE TRAFFIC
SIGNAL PLAN
ROADSIDE SIGN PER CAMUTCD SIGN DESIGNATION
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD. DWG.
R-65; MODIFY BACK OF RAMP CURB PER GRADING PLAN
PROTECT IN PLACE EXISTING SIGN
PROTECT IN PLACE EXISTING STREET LIGHT BOX
PROTECT IN PLACE EXISTING FIRE HYDRANT
PROTECT IN PLACE EXISTING BOLLARD
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD.
DWG. R-64
ADJUST TO GRADE EXISTING STREET LIGHT
3 4
5 10
12 20
21 25
26 19
23 13
14 29
22 30
#
11 18
32 24
27 28
9 31
33 34
CONSTRUCT SPECIAL CURB RAMP 2, SEE DETAIL 2, SHEET
C1.2
CONSTRUCT SPECIAL CURB RAMP 3, SEE DETAIL 3, SHEET
C1.235 RELOCATE (E.) STREET SIGN
36 CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD.
DWG. R-67
37 PROTECT IN PLACE EXISTING DRAIN INLET
(E)FOC (TYP.)
(E)EP (TYP.)
(E)BOW (TYP.)
R/W (TYP.)
1 2
18 19
18 38 CONSTRUCT TYPE B CURB RAMP PER CALTRANS STD. DWG
A88A
38 2
1 9
12 35
39 RELOCATE EXISTING UTILITY POLE
39 18
29 19
19 40 EXISTING CLEANOUT ADJUST TO GRADE
40 PROTECT IN PLACE EXISTING MINOR CONCRETE17
VICTORY SCHOOL SITE
UTILITY CROSSING
(E) ATT UNDERGROUND
(N) 12" STORM DRAIN
UTILITY
CROSSING
(E) PGE GAS
(N) 12" STORM
DRAIN
505
505
T
GAG
505
GASASA
G
11 22
AREA OF UTILITY
LOCATION
EXHIBIT A
EXHIBIT 1
E WEBER AVE
JT
JT
JTJT
JTJTTT
JTT
JT
JTJT
JTJJ
JTJT
GASGAS
GASGAS
GASAS
GASGAS
GAS
T
GASGASG
GAS
G
GGASGGGA
GASAS
GAGAS
GASGG
GASGASGASGASGASAAGAGAG
SASGASGASASGASASGG SGA
GASGA
JJ
GASG
SGASGASGA
GASGASG
GASG
GASAS
ASS
N PILGRIM ST
23 2450 50
43 43
50 50
RIM: 17.93
8"(W) INV IN: 12.66
8"(E) INV IN: 12.66
8"(S) INV IN: 12.56
8"(N) INV OUT: 12.56
RIM: 16.39
RIM: 16.40 RIM: 16.44 RIM: 16.45
8"(NE) INV OUT: 12.79
8"(SW) INV IN: 12.72
8"(E) INV OUT: 12.70
8"(SE) INV IN: 12.89
8"(W) INV OUT: 12.79
8"(NW) INV OUT: 12.97
22 LF of 8"
SD @ S: 0.0033
13 LF of 8"
SD @ S: 0.003340 LF of 8"
SD @ S: 0.0033
22 LF of 8"
SD @ S: 0.0033
10+51.69
EX 6" SS XING
INV: 9.21'
10+35.39
GAS XING
INV: 15.80' 10+72.92
GAS XING
INV: 15.40'
CHANNEL ST
SD
W W
W W
WW
GASGAS
GASSGAASAGAASGGGGGAGG
GASGASGA
GASASGAS
GASGASGAAAS
GASGASAAA
GAS
GASGAS
GAG
GASGASGG
GASGAS
N PILGRIM ST
D
8"SD
8"SD
8"SD
8"SD
8"SD
8"SD
8"SD
D8"SD
8"SD
8"SD
8"SD
8"SD 8"SD
8"SD
4050 50
9 10 1150 50 50
Revision
No. Description Apprvd.
ByDate By DEPARTMENT OF PUBLIC WORKS
CITY OF STOCKTON, CALIFORNIA
SCALE
DESIGNED BY
DRAWN BY
RECORD DWGS.
CHECKED BY
AS SHOWN APPROVED BY:
DATE
CITY ENGINEER
STOCKTON, CALIFORNIADATE SIGNED:
SHEET NO.
OF SHEETS
WT19013
PROJECT NO.
SAFE ROUTES TO SCHOOL
SIDEWALK GAP CLOSURE
11/15/2024
XX
100% PS&E SUBMITTAL 11/15/24 AH
SCALE IN FEET
0 20'10' 40'
NORTH PILGRIM STREET
IMPROVEMENT PLAN
C4.6
LAR
AH
AH
NORTH PILGRIM STREET & CHANNEL STREET
IMPROVEMENT KEY NOTESNOTES
STRIPING PER CAMUTCD DETAIL NUMBER
# ROADSIDE SIGN PER CAMUTCD SIGN DESIGNATION
1 2
NORTH PILGRIM STREET & EAST WEBER AVENUE
SCALE IN FEET
0 20' 10' 40'
R/W (TYP.)
(E)FOC (TYP.)
(E)EP (TYP.)
(E)BOW (TYP.)
(E)FOW (TYP.)
10+00 10+50 11+00
10 20
10 20
6 7
CONSTRUCT SPECIAL CURB RAMP TYPE 3 PER SHEET C1.2
CONSTRUCT 12" WIDE YELLOW CROSSWALK STRIPE PER
CITY OF STOCKTON STD. DWG. NO. R-113
CONSTRUCT STOP MARKINGS PER CITY OF STOCKTON STD.
DWG. NO. R-113 AND CA-MUTCD FIG. 3B-2
10 ADJUST TO GRADE EXISTING WATER VALVE
CONSTRUCT VERTICAL CURB & GUTTER PER CITY OF
STOCKTON STD. DWG. R-52 AND R-55CONSTRUCT ROLL CURB TO VERTICAL CURB TRANSITION AND SIDEWALK PER CITY OF STOCKTON STD. DWG. R-53 AND
R-55
18 22
CONSTRUCT 8" DIP CL-350 STORM DRAIN PIPE
20 CONSTRUCT DRAINAGE INLET (TYPE 1) WITH STORM DRAIN
MESSAGE PER CITY OF STOCKTON STD. DWG. D-6 AND D-10
CONSTRUCT 12" PVC SDR 35 STORM DRAIN PIPE
19 CONSTRUCT DRAINAGE MAINTENANCE HOLE (TYPE 1) PER
CITY OF STOCKTON STD. DWG. D-5
33 31
24 CONSTRUCT STORM DRAIN MESSAGE PER CITY OF
STOCKTON STD. DWG. D-10
30 25
CONNECT EXISTING ROOF DRAIN TO PROPOSED STORM
DRAIN PIPE
27 26
CONNECT PROPOSED STORM DRAIN PIPE TO EXISTING
DRAINAGE INLET
28 CONSTRUCT COVER TO EXISTING DRAINAGE INLET
39 RELOCATE EXISTING SIGN
CONSTRUCT 4" PVC SDR 35 STORM DRAIN PIPE
CONSTRUCT CONTINENTAL CROSSWALK PER CALTRANS
2022 STANDARD PLAN A24F
CONSTRUCT YIELD LINES PER CALTRANS 2022 STANDARD
PLAN A24G
48 50
8-INCH ASPHALT CONCRETE DEEP LIFT. SAWCUT
SHALL BE 2.0-FEET FROM LIP OF GUTTER,
UNLESS OTHERWISE NOTED ON PLANS.
6-INCH CONCRETE OVER 4-INCH CLASS II
AGGREGATE BASE PER CITY OF STOCKTON STD.
DWG. R-51 OR R-52 OR R-53 AS APPLICABLE, AND
PER R-55. PROVIDE JOINTS PER CITY OF
STOCKTON STD. DWG. R-50.1.5" MIN. GRIND EX AC AND 1.5" AC OVERLAY, OR AS NOTED ON GRADING DETAIL (SEE SHEET XX)4
CONSTRUCT SPECIAL CURB RAMP TYPE 1 PER SHEET C1.2
CONSTRUCT SPECIAL CURB RAMP TYPE 2 PER SHEET C1.2
8 9
2 1
4 9
1 4
2 9
14 1
4 2
9 2
8 18
19 18
19 20
22 2022
24 24
25 26
2526
2526
25 26
2526
2526
25 26
25 26
27 28
27 28
27 2727
27 31
33 39
39 48
48 48
50 2
1 4
10 20
22 10 2
1 4
6 7
7 7
6 6
7 7
7 30 76
6 7
6 2731
2533
26 39
30 (2)(E)WATER VALVES
(CAL WATER)
ADJUST TO GRADE (E)WATER VALVE
(CAL WATER)
ADJUST TO GRADE
JANE FREDERICK SCHOOL SITE
(2) UTILITY CROSSINGS
(E) PGE GAS
(N) 8" STORM DRAIN
UTILITY CROSSING
(E) CAL WATER
(N) 8" STORM DRAIN
UTILITY
CROSSING
(E) PGE GAS
(N) 8" STORM
DRAIN
UTILITY CROSSING
(E) PGE GAS
(N) 8" STORM DRAIN
(E)WATER VALVE
(CAL WATER)
ADJUST TO GRADE
SD
W
W
WWWWWW
WWW
WWWW
GASGASGGAGGAASGASGASGAS
GAS
GASGAGGG
GG
GA
ASGASGGAASAS
GASG SSGASASAS
GGASGA
GASGASG
GAS
GASGASGASGASSGASGASG
GAS
GAS
GASGG
W
GAGGAGA
SSASSS
AAA
SAS
AAA
8"SD8"SD
8"SD8"SD
DDDD
8"SD8"SD
8"SD8S D8"SD8"SD
8"SD8"SD
8"SD8"SD8"SD
8"SD8"SD8"SD
8"SD8"SD
8"SD8"SD
8"SD8"SD
8"SD8"SD
8S D8"SD8"SD8"SD
8"SD8"SD8"SD
4000444040010101010
50 50505050010
5 11
44 11
44 1144
44 181818
18188
222220202020
2424224
24242424
2525252626226
2828228
2727227
27272272727727
2727227
3131
3333333
39393939
3939339
30303030
GG
GGG
GA
8"SD8"SD
ASAS
AREA OF UTILITY
LOCATION
EXHIBIT A
EXHIBIT 1
OHOHH
HH
OHOHOHOHOH
H
OHOHOHOHOHOH
HH
OHOOHOHOHO
H
OHOOH
HH
OHOHOOHOOH
H
OOOHOHOHHHHOOH
HH
OHOH
H
OHOHOOH
HH
OHOH
H
OOOHHHHHOH
HH
OHOHOH
H
OHOHOHHO
HHHH
OOHOH
HH
OHHOH
H
OOHOHHHO
OOOOOO
HHH
OHOHOHHHHOH
HHH
OOHOOHOHOOHHHHOH
HH
OHOOHOHOHOHHOH
HH
OOOOHOHOHOOHOHOHHHOH
HH
OHHHO
HHH
OHHHHHHOH
H
OOOOOHOOHOHOH
HHH
OHHHO
OOOOO
H
OOHOHOHOHOHOH
H
OHOHOHH
HH
OHOHO
H
OHOHOHHO
H
OHOH
HH
OHOHOH
HH
OHOHOOHOHHOHOHHOH
HHH
OHOHOHOHOHOHHHOHOH
HH
W W W W W W W W W W W W
W W W W W W
W
W
W
W
W
W
O
H
OO
HH
O
OO
H
H
H
O
H
H
H
OO
OO
O
O
H
H
H
HH
O
OO
OOOO
HH
H
O
O
O
O
O
OO
O
O
OO
O
OO
O
O
O
OO
O
O
O
OO
O
HH
H
H
OO
O
OO
H
HH
SD SD SD SD SD SD SD
11 12 13 14 15 1650 50 50 50 50
SD
SD
SD
SD SD
SD
SD
11 12 13 14 15 1650 50 50 50 50
OOOOHOHOOHHHOOH
HH
OHOOHOHOHOHOH
HH
OHOHOHOOHOHHOHOHH
H
OOOOHOHOOOOHHOOHO
H
OHOHOHHHOHOH
H
OOHOOOHOOOHHOH
HHH
OHOHOHOHOOHHHOH
HHH
OHH
H
OOHOHOHOHOHOH
HH
OHOHOHOHOOO
HH
OHOOOOOH
H
OOOH
HH
OHOHOHOHOHO
HH
OOHOH
H
OHOHHHH
HHHH
OOOH
H
OHOH
H
OHOH
H
OOHHHH
HH
OHOHOHOHHHHHHHOH
HHHH
OHOHOH
HH
OHOHOHOHHO
H
OHOHOHOH
HH
OHOHOHHHOHO
H
W W W W W W W W W W
W
W W W
SD SD SD
17 18 19 2050
50 50 50 50
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSD 17 18 19 2050
50 50 50 50
Revision
No. Description Apprvd.
ByDate By DEPARTMENT OF PUBLIC WORKS
CITY OF STOCKTON, CALIFORNIA
SCALE
DESIGNED BY
DRAWN BY
RECORD DWGS.
CHECKED BY
AS SHOWN APPROVED BY:
DATE
CITY ENGINEER
STOCKTON, CALIFORNIADATE SIGNED:
SHEET NO.
OF SHEETS
WT19013
PROJECT NO.
SAFE ROUTES TO SCHOOL
SIDEWALK GAP CLOSURE
11/15/2024
XX
100% PS&E SUBMITTAL 11/15/24 AH
EAST POPLAR STREET
IMPROVEMENT PLAN
C6.8
LAR
AH
AH
FOR CONTINUATION SEE SHEET C6.9FOR CONTINUATION SEE BELOW
SCALE IN FEET
0 20' 10' 40'
SCALE IN FEET
0 20' 10' 40'
FOC (TYP.)
BOW (TYP.)
R/W (TYP.)
FOR CONTINUATION SEE SHEET C6.7
FOR CONTINUATION SEE ABOVE
E POPLAR STREET
E POPLAR STREET
6 IMPROVEMENT KEY NOTES
7 NOTES
CONSTRUCT 12" WIDE YELLOW CROSSWALK STRIPE PER
CITY OF STOCKTON STD. DWG. NO. R-113
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD. DWG.
R-66; MODIFY BACK OF RAMP CURB PER GRADING PLAN
34 ADJUST TO GRADE EXISTING WATER VALVE
CONSTRUCT VERTICAL CURB & GUTTER PER CITY OF
STOCKTON STD. DWG. R-52 AND R-55
CONSTRUCT ROLL CURB TO VERTICAL CURB TRANSITION
AND SIDEWALK PER CITY OF STOCKTON STD. DWG. R-53 AND
R-55
35STRIPING PER CALTRANS DETAIL NUMBER
# ROADSIDE SIGN PER CAMUTCD SIGN DESIGNATION
8-INCH ASPHALT CONCRETE DEEP LIFT. SAWCUT
SHALL BE 2.0-FEET FROM LIP OF GUTTER,
UNLESS OTHERWISE NOTED ON PLANS.
1 6-INCH CONCRETE OVER 4-INCH CLASS II
AGGREGATE BASE PER CITY OF STOCKTON STD.
DWG. R-51 OR R-52 OR R-53 AS APPLICABLE, AND
PER R-55. PROVIDE JOINTS PER CITY OF
STOCKTON STD. DWG. R-50.
2 20
CONSTRUCT 12" PVC SDR 35 STORM DRAIN PIPE
19 CONSTRUCT DRAINAGE MAINTENANCE HOLE (TYPE 1) PER
CITY OF STOCKTON STD. DWG. D-5
24 CONSTRUCT FLARED END SECTION
CONSTRUCT 18"x18" PRECAST DROP INLET
(JENSEN 100001013 OR EQUIVALENT)
28 14 39
RELOCATE EXISTING SIGN
RELOCATE EXISTING MAIL BOX
RELOCATE EXISTING JOINT POLE47CONSTRUCT YIELD LINES PER CALTRANS 2022 STANDARD PLAN A24G
48 49
51 52
53 14
20 19
19 24
CONSTRUCT CONCRETE CAP OF CDF FILL (1-SACK),
VERTICAL FROM CENTERLINE OF PIPE TO 6" ABOVE TOP OF
PIPE AND HORIZONTAL 12" FROM EDGES OF PIPE
28 35
CONSTRUCT 8" PVC SDR 35 STORM DRAIN PIPE
39 RELOCATE EXISTING WATER METER
47 48
49 49 49 49
49 49 4949 49 49 49
28 28
30 CONNECT PROPOSED STORM DRAIN PIPE TO EXISTING
STORM DRAIN MANHOLE
30 34 34 34 34
35 35
35 35
35 35 35
35 35
CONSTRUCT STORM DRAIN MESSAGE PER CITY OF
STOCKTON STD. DWG. D-1026
26 26
26 26
26 26
26 26 26 26
51 51
51 51 51
5151
52 52
281 1 1 1 1 1 1
1 1 1 1 1 1
2 2
ASPHALT PAVEMENT, 4 INCH ASPHALT
CONCRETE OVER 4 INCH CLASS 2 AGGREGATE
BASE. SCARIFY AND RECOMPACT 12 INCHES OF
SUBGRADE TO 95% RELATIVE COMPACTION
3B
3B 3B 3B 3B 3B 3B
3B 3B 3B 3B 3B
CONSTRUCT "SLOW SCHOOL XING" MARKINGS PER CITY OF
STOCKTON STD. DWG. NO. R-113 AND CA-MUTCD FIG. 3B-254
54 54
50 LF
6 6 6 6 6 66
6 6 6 6 6 6
FOW (TYP.)
FOC (TYP.)
BOW (TYP.)
R/W (TYP.)
FOW (TYP.)
(E)FOC (TYP.)
(E)BOW (TYP.)
R/W (TYP.)
(E)EP (TYP.)
(E)FOC (TYP.)
(E)BOW (TYP.)
R/W (TYP.)
(E)EP (TYP.)
EP (TYP.)
EP (TYP.)
FILLMORE SCHOOL SITE
(E)FIRE HYDRANT
(CAL WATER)
RELOCATE BEHIND WALK
(E)WATER VALVE
(CAL WATER)
ADJUST TO GRADE
UTILITY CROSSING
(E) CAL WATER
(N) 12" STORM DRAIN
(E)JOINT POLE
(AT&T, PG&E, COMCAST)
RELOCATE
(2)(E)WATER METERS
(CAL WATER)
ADJUST TO GRADE
UTILITY CROSSING
(E) CAL WATER
(N) 12" STORM DRAIN
UTILITY CROSSING
(E) CAL WATER
(N) 12" STORM DRAIN
UTILITY CROSSING
(E) CAL WATER
(N) 12" STORM DRAIN
Reduced cover between finish
grade and existing Cal Water
main, throughout entire length
of Poplar Street
Reduced cover between finish
grade and existing PG&E gas
main, throughout entire length
of Poplar Street
W
W
W
W
W
W
WWW
W
W
W
W
W
W
W
W
W
W
SDDS
SSSDSDS
SDDS
SDS
11111111111 21212121212 31313131313 41414141414 515151515 616161616 W
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
SDSD
SSS
DD
SDSD
SD
SD
SD
SDSD
SD
SDSDSD
SDSDSDSD
SDS
SDS
SD
SD
SD
SDS
SDD
SDD
SDDDSD
SDSD
SDSDSD
SD
SD
SD
GASG
GASGASSS
GGASGAS
GASGAS
GASGAS
GASG S
GGAS
GAS
S
GASGASA
GASGAS
W 191999
28282828
3030330
ASAS
GASGASGASGASGGASA
GASGASS
GAS
GAS
GAS
GAS
GASSSSS
GAS
GAS
GASGAS
GG
W
W
W
W
WUTILITY CROSSING
GASGGASGAS
GASA
GAS
GAS
GAA
W
G
G
GASGGA
GASGAS
GASGASAS
GASGAS
GASGAS
W
W24242424
50 LF0L F
GASGAS
GASGAS
GASGAS
GASGAS
GASGA
GASGAS
GASGAS
GASAS
GASGAS
GASGAS
GAS
GASGASG
GASS
GASGAS
GASGAS
GASAS
GASS
GGASASSS
GAS
GASGAS
GASGGASGA
GASGASA
GASGASGG
G
226662626226
5454554
AREA OF UTILITY
LOCATION
AREA OF UTILITY
LOCATION
AREA OF UTILITY
LOCATION
AREA OF UTILITY
LOCATION
EXHIBIT A
EXHIBIT 1
OHOHOOHOH
H
OHOOHHOOH
HH
OOOOHOOHOHHHOHOH
HH
OHOHOHOHHOHHOH
HH
OHHHHHHOOHHH
HHHHH
OHOHOHOHOHOHHHHOHOH
H
OHOOHOHHHHOHOHOHOO
HHHH
OHOHOHHHOOH
HH
OHOHHOHOH
HH
OHOHHHO
H
OHOHOOHHHHOH
HHH
OHOHOOOH
HH
OHOHOHO
H
OHOOHOHOOHHOH
HH
OOOOOOOOOOOHOOOHOHHHHO
H
OOOOOOOOHHHHHHHHO
HHH
OHOHOH
HH
OOOHOH
H
OHOHOHOHHH
HHH
OHH
H
OHOHOHHH
H
OHOH
H
OHOHOOH
HH
OOHOHHHHH
HH
OHOHOH
H
OHOOHOH
H
H
HOHHOOOOOHO
H
GASGASA
GASGAS
ASGAS
GASGAS
GAS
ASGAS
W W W W W W W W W W W W W
W W
H
H
O
HH
OO
HH
H
H
H
OO
OO
H
H
O
H
H
H
H
H
H
H
H
H
H
H
H
OO
O
O
O
O
OO
O
O
HH
H
H
H
H
OO
H
H
H
H
H
H
H
OO
O
O
OO
O
O
O
O
O
H
O
H
O
O
O
OO
H
H
H
O
O
H
O
H
H
O
H
O
H
H
O
H
H
O
SD SD
SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD
D
D
D
21 22 23 24 2550 50 50 50 50
SD
SD
SD
21 22 23 24 2550 50 50 50 50
40 50 50
GOLDEN GATE A
21 22 23 24 2550 50 50 50 50
40 50 50
N 2176646.0139
E 6344688.9537
N 2176590.2038
E 6344706.4910
N 2176633.0213
E 6344720.2898
N 2176506.8676
E 6344411.2255
EG @ CENTERLINE
Revision
No. Description Apprvd.
ByDate By DEPARTMENT OF PUBLIC WORKS
CITY OF STOCKTON, CALIFORNIA
SCALE
DESIGNED BY
DRAWN BY
RECORD DWGS.
CHECKED BY
AS SHOWN APPROVED BY:
DATE
CITY ENGINEER
STOCKTON, CALIFORNIADATE SIGNED:
SHEET NO.
OF SHEETS
WT19013
PROJECT NO.
SAFE ROUTES TO SCHOOL
SIDEWALK GAP CLOSURE
11/15/2024
XX
100% PS&E SUBMITTAL 11/15/24 AH
EAST POPLAR STREET
IMPROVEMENT PLAN
C6.9
LAR
AH
AH
SCALE IN FEET
0 20' 10' 40'
FOR CONTINUATION SEE SHEET C6.8
FOR CONTINUATION SEE SHEET C6.10
E POPLAR STREET
21+00 21+50 22+00
10 20
10 20
22+50 23+00 23+50 24+00 24+50 25+00 25+50
30 30
6 IMPROVEMENT KEY NOTES
7 NOTES
CONSTRUCT 12" WIDE YELLOW CROSSWALK STRIPE PER
CITY OF STOCKTON STD. DWG. NO. R-113
CONSTRUCT "STOP" MARKINGS PER CITY OF STOCKTON
STD. DWG. NO. R-113 AND CA-MUTCD FIG. 3B-2
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD. DWG.
R-66; MODIFY BACK OF RAMP CURB PER GRADING PLAN
ADJUST TO GRADE EXISTING WATER VALVE
CONSTRUCT ROLL CURB & GUTTER PER CITY OF STOCKTON
STD. DWG. R-51 AND R-55
CONSTRUCT VERTICAL CURB & GUTTER PER CITY OF
STOCKTON STD. DWG. R-52 AND R-55
5 CONSTRUCT ROLL CURB TO VERTICAL CURB TRANSITION
AND SIDEWALK PER CITY OF STOCKTON STD. DWG. R-53 AND
R-55
35 CONSTRUCT 24" WIDE WHITE ADVANCE STOP BAR PER CITY
OF STOCKTON STD. DWG. NO. R-113
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD.
DWG. R-65
STRIPING PER CALTRANS DETAIL NUMBER
# ROADSIDE SIGN PER CAMUTCD SIGN DESIGNATION
8-INCH ASPHALT CONCRETE DEEP LIFT. SAWCUT
SHALL BE 2.0-FEET FROM LIP OF GUTTER,
UNLESS OTHERWISE NOTED ON PLANS.
1 6-INCH CONCRETE OVER 4-INCH CLASS II
AGGREGATE BASE PER CITY OF STOCKTON STD.
DWG. R-51 OR R-52 OR R-53 AS APPLICABLE, AND
PER R-55. PROVIDE JOINTS PER CITY OF
STOCKTON STD. DWG. R-50.
2 22
20 CONSTRUCT DRAINAGE INLET (TYPE 1) WITH STORM DRAIN
MESSAGE PER CITY OF STOCKTON STD. DWG. D-6 AND D-10
23 CONSTRUCT 12" PVC SDR 35 STORM DRAIN PIPE
CONSTRUCT DRAINAGE MAINTENANCE HOLE (TYPE 1) PER
CITY OF STOCKTON STD. DWG. D-5
ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE
33 ADJUST TO GRADE EXISTING SEWER MANHOLE
31 24
CONSTRUCT 18"x18" PRECAST DROP INLET
(JENSEN 100001013 OR EQUIVALENT)
25 CONNECT PROPOSED STORM DRAIN PIPE TO EXISTING
DRAINAGE INLET
28 CONSTRUCT COVER TO EXISTING DRAINAGE INLET
12 14
39 RELOCATE EXISTING SIGN
RELOCATE EXISTING MAIL BOX
38 37
ASPHALT PAVEMENT, 0.35 FEET ASPHALT
CONCRETE OVER 1.25 FEET CLASS 2
AGGREGATE BASE (TI=7, ASSUMED R=5).
SCARIFY AND RECOMPACT 12 INCHES OF
SUBGRADE TO 95% RELATIVE COMPACTION
3A
RELOCATE EXISTING JOINT POLE47
48 49
51 53
CONSTRUCT 8" PVC SDR 35 STORM DRAIN PIPE
RELOCATE EXISTING WATER METER
FOC (TYP.)
BOW (TYP.)
R/W (TYP.)
FOW (TYP.)
(E)FOC (TYP.)
(E)BOW (TYP.)
R/W (TYP.)
(E)EP (TYP.)
EP (TYP.)
7 7
47 12
12 20 20
22 22
22 23
23 24
24 25 25 25 25
25 25
25 25 25
14 28 28 28
28 28
2828
28 24
28 28
28 33
31 35
35 51
51 38 38
37 39
394747
RELOCATE EXISTING FIRE HYDRANT55
55 48
48 1
2 2
3A
OH
W
W
W
W
W
W
W
W
WW
W
W
W
W
212222121 222222222 232222323 242222424 252222525
11 2222
222222
2323223252522528282828 38383838 38383838 3A3A
OHH
H
ASA
GAAS
GASGASASS
GASGAS
GASGAS
GAS
GASS
G
GASAS
GASGASGASA
GAGAGAAAAS
GASGAS
GAS
GAS
GASGA
GAS
GAS
SS
GASG
S
GAS
GASGAS
GAS
GASG
GASGAS
GAS
GASS
GASAGA
GAS
GAS
ASGAGA
GASGA
GASG
A
GAS
GAS
ASGAAS
GASGAS
WWWWW
SDSDSD
SDSDSDDSDSD
SDSDSDSD
SDSDSD
SDSDSD
SDSDSD
SDSDSD
DD
DDDDD
DDDDD
04040404040
50 50
2020220
2222222
22222222
23232323
2424224
28282283535335 5151 3737337
11 FILLMORE SCHOOL SITE
UTILITY CROSSING
(E) CAL WATER
(N) 12" STORM DRAIN
(E)WATER VALVE
(CAL WATER)
ADJUST TO GRADE
(E)WATER METER
(CAL WATER)
ADJUST TO GRADE
(E)JOINT POLE
(AT&T, PG&E, COMCAST)
RELOCATE
(E)WATER METER
(CAL WATER)
ADJUST TO GRADE
(E)FIRE HYDRANT
(CAL WATER)
RELOCATE BEHIND WALK
(2)(E)WATER METERS
(CAL WATER)
ADJUST TO GRADE
(E)JOINT POLE
(AT&T, PG&E, COMCAST)
RELOCATE
(2)(E)JOINT POLES
(AT&T, PG&E, COMCAST)
RELOCATE
(E)WATER VALVE
(CAL WATER)
ADJUST TO GRADE
(E)WATER VALVE
(CAL WATER)
ADJUST TO GRADE
Reduced cover between
new asphalt surface and
existing PG&E gas main
Reduced cover between finish
grade and existing Cal Water
main, throughout entire length
of Poplar Street
AREA OF UTILITY
LOCATION
AREA OF UTILITY
LOCATION
AREA OF UTILITY
LOCATION
EXHIBIT A
EXHIBIT 1
SD SD SD SD
SDSD
SDSD
D
25 5050
35 36 37 38 39 4050 50 50 50
1 2 3 4 5 550 50 50 50 50
35 36 37 38 39 4050 50 50 50
25 5050 E POPLAR ST
25 5050
35 36 37 38 39 4050 50 50 50
SEE SHEET
####
OHOH
H
H
H
HOH
H
OOHOHH
OOOH
HHH
OHOHO
H
H
H
H
HOH
HH
OHOHOHOHOHOH
H
OHOHHHHHHHOO
HH
OHHOOOOO
HH
HOH
H
OHOHHOH
H
OHHO
H
HOHHHOHOHOHOHH
HHH
OHOHOHHOOH
HHH
OHOHHOO
H
OHOHOH
HH
HHOH
H
OHOHOHOHOHH
H
OHOOOOOO
HH
HHOHO
HH
OHHHHOHOHOHHOH
H
HHHHHOHHOHOOOOO
H
OHOHOH
H
OHHOOOOOOOOOOHH
HH
OHOHHHHHOOOOOHOOO
HHH
GASGASGASGAS
GASGASGASS GAAS
GASAGASGAASGAS
GASGGASGASGGAAS
GAGASGAGGGGGGG
GASASGGGGAGG SSGASGAS
GASGASGGGAS
GASGASGAGGAGASSSSSSSSS
GASGASAS
GASGGASGGASGAAS
GAS
GAS
GASGGGAAGAGA
GASGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGAAAAGAGA SSASS
GA
AAAA
ASSS
SSS
GAGAGGGGGG
GGGGG
GGGGGGAGGASGASGAGA4004444
GASAS
77 SSSSS
GASGAAGAGAGASSSSSS
SSSSSSSSSSS
GASG
GAGAGAGAGAGASAAS
GASG
GASS
S
GGGGG SSGG 666333636
GASGGSGGGSG
GGGGG
GGGGGGGGASGASGG3663333
GASGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
WWW
W
W
W
EG @ CENTERLINE
SCALE IN FEET
0 10' 5' 20'
Revision
No. Description Apprvd.
ByDate By DEPARTMENT OF PUBLIC WORKS
CITY OF STOCKTON, CALIFORNIA
SCALE
DESIGNED BY
DRAWN BY
RECORD DWGS.
CHECKED BY
AS SHOWN APPROVED BY:
DATE
CITY ENGINEER
STOCKTON, CALIFORNIADATE SIGNED:
SHEET NO.
OF SHEETS
WT19013
PROJECT NO.
SAFE ROUTES TO SCHOOL
SIDEWALK GAP CLOSURE
3/12/2025
XX
CTC SET 3/12/25 AH
###################################
#####
LAR
AH
AH
FOR CONTINUATION SEE SHEET #####
GOLDEN GATE AVENUE
36+00 36+50 37+00
10 20
10 20
37+50 38+00 38+50 39+00 39+50 40+00
30 30
FOR CONTINUATION SEE SHEET ####
6 IMPROVEMENT KEY NOTES
7 NOTES
CONSTRUCT CURB RAMP PER CITY OF STOCKTON STD. DWG.
R-66; MODIFY BACK OF RAMP CURB PER GRADING PLAN
CONSTRUCT VERTICAL CURB & GUTTER PER CITY OF
STOCKTON STD. DWG. R-52 AND R-55
CONSTRUCT ROLL CURB TO VERTICAL CURB TRANSITION
AND SIDEWALK PER CITY OF STOCKTON STD. DWG. R-53 AND
R-55
18 STRIPING PER CALTRANS DETAIL NUMBER
# ROADSIDE SIGN PER CAMUTCD SIGN DESIGNATION
8-INCH ASPHALT CONCRETE DEEP LIFT. SAWCUT
SHALL BE 2.0-FEET FROM LIP OF GUTTER,
UNLESS OTHERWISE NOTED ON PLANS.
1 6-INCH CONCRETE OVER 4-INCH CLASS II
AGGREGATE BASE PER CITY OF STOCKTON STD.
DWG. R-51 OR R-52 OR R-53 AS APPLICABLE, AND
PER R-55. PROVIDE JOINTS PER CITY OF
STOCKTON STD. DWG. R-50.
2 CONSTRUCT DRAINAGE INLET (TYPE 1) WITH STORM DRAIN
MESSAGE PER CITY OF STOCKTON STD. DWG. D-6 AND D-10
CONSTRUCT 12" PVC SDR 35 STORM DRAIN PIPE
19 25
28 14
RELOCATE EXISTING MAIL BOX
CONSTRUCT CONTINENTAL CROSSWALK PER CALTRANS
2022 STANDARD PLAN A24F
CONSTRUCT YIELD LINES PER CALTRANS 2022 STANDARD
PLAN A24G
49 1 2
1 2
6 25 25
7 714
14 18
19 19
28 28
49 1.5" MIN. GRIND EX AC AND 1.5" AC OVERLAY, OR
AS NOTED ON GRADING DETAIL (SEE SHEET XX)4
4 22
SD
SD
SDSD
SDSD
388383833838 3993939333939
50 50
50 50
50 50
50 50
50 50
50 50
GASGASSASASGAS
GASGASGGGAS
G
GASGASASASGAS
GASGASGAGAAS
GASASASASGA
GASGAGAGAGAS
GASGASASSSGAS
GASGASGAGAGAS
GASGASSSGAS
GASGASGAGAGAS
GASGASGASGASGAS
GASGASGASASG S
GG
GASGASGGGAS
GASGASAAASAASAASASGAS
GGG
GAAS
GASGAS
GGAS
GASASGG
GGGGG
393333
GAS
GASGAS
GASGAS
50 50
50 50
50 50
50 GASGAS
GASAS
3883333
GASAS
GASAS
GASGAS
50 50
50 50
50 50
50 GASGAS
GASSSSSSS
11 22 66 2525225 252525252828228 28282828
AREA OF UTILITY
LOCATION
AREA OF UTILITY
LOCATION
FILLMORE SCHOOL SITE
EXHIBIT A
EXHIBIT 1
ID Task Name Duration Start Finish Predecessors
1 Phase 2 Kickoff 1 day Wed 10/15/25Wed 10/15/25
2 Utility A Letters 14 days Thu 10/16/25 Tue 11/4/25 1
3 Utility location 4 wks Wed 11/5/25 Tue 12/2/25 2
4 65% PS&Es 49 days Thu 10/16/25 Tue 12/23/25 1
5 City review of 65% Submittal 5 wks Wed 12/24/25Tue 1/27/26 4 6 Utility B Letters 15 days Wed 12/24/25Tue 1/13/26 4
7 Plats and Legal Descriptions 20 days Wed 1/28/26 Tue 2/24/26 5 8 100% PS&Es 65 days Wed 1/28/26 Tue 4/28/26 5
9 City review of 100% Submittal 4 wks Wed 4/29/26 Tue 5/26/26 8 10 CTC Review 7 wks Wed 4/29/26 Tue 6/16/26 8
11 CTC Meeting 2 days Thu 6/25/26 Fri 6/26/26
12 Bid Set Package 35 days Mon 6/29/26 Fri 8/14/26 11
13 Utility C Letters 15 days Mon 8/17/26 Fri 9/4/26 12
14 Procure Funds 395 days Mon 8/17/26 Fri 2/18/28 12
15 Advertise/Bid 3 mons Mon 2/21/28 Fri 5/12/28 14
16 Construction Period 500 days Mon 5/15/28 Fri 4/12/30 15 H2 H1 H2 H1 H2 H1 H2 H1 H2 H1 H2 H1
2025 2026 2027 2028 2029 2030
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Progress
Manual Progress
R.E.Y. Engineers
Stockton SRTS Sidewalk Gap Closure Project
Phase 2 Schedule
Project: Phase 2 Schedule
Date: Wed 7/30/25
EXHIBIT A
EXHIBIT 1
Updated 12/26/24
Vendor: Date: 08/12/25
Dept: Contract/PO Number: 425000115
Account # Requestor: Wes Johnson
389,959.00$
06/18/24
Original Contract Council Approval Date: 06/18/24
09/30/28
938,759.00$
548,800.00$
Effective Date: Dec 2, 2021
CM Authority: $ 100,000 09/30/28
DM W D CM CC
CURRENT BALANCES OF CCOs
Last Council Action -$ 06/18/24 389,959.00 $ 138,995.90 $ Total approved CCOs since last Council Action 138,054.00 $ 528,013.00$ 941.90 $ NEW PROPOSED CCOs
528,013.00$ 138,995.90 $ 3 Amendment No. 3 410,746.00$ Y 938,759.00 $ (409,804.10) $ Current CCO amount 410,746.00$
PREVIOUSLY APPROVED CCOs
Original Contract Y 06/18/24 389,959.00$
1 Amendment No. 1 50,000.00$ 0 0 0 Y 439,959.00 $ 2 Amendment No. 2 88,054.00$ 0 0 0 Y 528,013.00 $ Previous CCO Amount -----> 138,054.00$ 6/18/2024 389,959.00$ Total CCO Amount and Time Extension To-Date -----> 548,800.00$ Revised
Contract Amount
Revised
CCO Authority Balance
Required
Approval
by:
Date CC
Approved
(mm/dd/yy)CCO No. Description
Requested
CCO Amount
Time
Extensions
ENTRIES IN BOLD RED INDICATE
YOUR BALANCE OF CM AUTHORITY CCO AMOUNT IS EXCEEDED.
YOU MUST GO TO COUNCIL FOR APPROVAL.
Original Contract Amount:
Original Contract Award Date:
Original Contract Expiration Date:
Contract Amount to date:
Authorized CCO Amount to date:
Contract Expiration to date:
CHANGE ORDER CALCULATOR
R.E.Y. ENGINEERS, INC.
Public Works
WT19013 /