Agenda packet — Visalia City Council, March 21, 2022 (part 2 of 3)

November 9, 2020
Conselo Sauls
Independent Archaeology Consultant
Via Email to: [email protected]
Re: Riggin Avenue Widening (Kelsey to Shirk) Project, Tulare County Dear Ms. Sauls:

A record search of the Native American Heritage Commission (NAHC) Sacred Lands File (SLF) was completed for the information you have submitted for the above referenced project. The results were negative. However, the absence of specific site information in the SLF does not indicate the absence of cultural resources in any project area. Other sources of cultural resources should also be contacted for information regarding known and recorded sites.

Attached is a list of Native American tribes who may also have knowledge of cultural resources in the project area. This list should provide a starting place in locating areas of potential adverse impact within the proposed project area. I suggest you contact all of those indicated; if they cannot supply information, they might recommend others with specific knowledge. By contacting all those listed, your organization will be better able to respond to claims of failure to consult with the appropriate tribe. If a response has not been received within two weeks of notification, the Commission requests that you follow-up with a telephone call or email to ensure that the project information has been received.

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Nancy Gonzalez-Lopez
Cultural Resources Analyst
Attachment

CHAIRPERSON
Laura Miranda
Luiseño

VICE CHAIRPERSON
Reginald Pagaling
Chumash

SECRETARY
Merri Lopez-Keifer
Luiseño

PARLIAMENTARIAN
Russell Attebery
Karuk

COMMISSIONER
Marshall McKay
Wintun

COMMISSIONER
William Mungary
Paiute/White Mountain
Apache

COMMISSIONER
[Vacant]

COMMISSIONER
Julie TumamaitStenslie
Chumash

COMMISSIONER
[Vacant]

EXECUTIVE SECRETARY
Christina Snider
Pomo

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov
254

Native American Heritage Commission
Native American Contacts List
November 9, 2020
Elizabeth D. Kipp, Chairperson
PO. Box 337
Auberry 93602
(559) 374-0066
Western Mono
,CA
[email protected]
(559) 374-0055
Big Sandy Rancheria of Western Mono Indians
Benjamin Charley Jr., Tribal Chair
P.O. Box 14
Dunlap 93621
(760) 258-5244
Mono
,CA
[email protected]
Dunlap Band of Mono Indians
Dirk Charley, Tribal Secretary
5509 E. McKenzie Avenue
Fresno 93727
(559) 554-5433
Mono
,CA
[email protected]
Dunlap Band of Mono Indians
Julie Turner, Secretary
P.O. Box 1010
Lake Isabella 93240
(661) 340-0032 Cell
Kawaiisu
CA Tubatulabal ,
Kern Valley Indian Community
Robert Robinson, Chairperson
P.O. Box 1010
Lake Isabella 93240
(760) 378-2915 Cell
Tubatulabal
,CA Kawaiisu
[email protected]
Kern Valley Indian Community
Brandy Kendricks
30741 Foxridge Court
Tehachapi 93561
(661) 821-1733
Kawaiisu
CA Tubatulabal ,
[email protected]
(661) 972-0445
Kern Valley Indian Community
Leo Sisco, Chairperson
P.O. Box 8
Lemoore 93245
(559) 924-1278
Tache
Tachi
Yokut
,CA
(559) 924-3583 Fax
Santa Rosa Rancheria Tachi Yokut Tribe
Robert L. Gomez, Jr., Tribal Chairperson
P.O. Box 226
Lake Isabella 93240
(760) 379-4590
Tubatulabal
,CA
(760) 379-4592 Fax
Tubatulabals of Kern Valley
Neil Peyron, Chairperson
P.O. Box 589
Porterville 93258
(559) 781-4271
Yokuts
,CA
[email protected]
(559) 781-4610 Fax
Tule River Indian Tribe
Kenneth Woodrow, Chairperson
1179 Rock Haven Ct.

Salinas 93906
(831) 443-9702
Foothill Yokuts
Mono
Wuksache
,CA
[email protected]
Wuksache Indian Tribe/Eshom Valley Band
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code,Section 5097.94 of the Public Resources Code, or Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans Tribes for the proposed:

Riggin Avenue Widening (Kelsey to Shirk) Project, Tulare County. .
255
Organization Name Position Address Phone Number Email Address Letter E-Mail Phone Summary of Contact Native American Heritage Commission 10/26/2020
In a letter dated November 9, 2020, the NAHC stated
that the results were negative, there are no known
resources within the project area. The NAHC also sent a list of 10 Native American contacts.

Kern Valley Indian Community Julie Turner Secretary P.O. Box 1010 Lake Isabella, CA 93240 661-340-0032 no email provided 11/10/2020 11/18/2020 Called and left a mesaage.

Kern Valley Indian Community Robert Robinson Chairperson P.O. Box 1010 Lake Isabella, CA 93240 760-378-2915 [email protected] 11/10/2020 11/12/2020 11/18/2020 Called and left a message.

Kern Valley Indian Community Brandy Kendricks 30741 Foxridge Court Techachapi, CA 93561 661-821-1733
661-972-0445 [email protected] 11/10/2020 11/12/2020 11/18/2020 Called and left a message.

Santa Rosa Rancheria Tachi Yokut Tribe Leo Sisco Chairperson P.O. Box 8 Lemoore, CA 93240 559-924-1278
559-924-3583 no email provided 11/10/2020 11/18/2020 Called and left a message.

Tubatulabals of Kern Valley Robert L. Gomez, Jr. Tribal Chairperson P.O. Box 226 Lake Isabella, CA 93240 760-379-4590
760-379-4592
(fax) no email provided 11/10/2020 11/18/2020 Called and number out of service.

Tule River Indian Tribe Neil Peyron Chairperson P.O. Box 589 Porterville, CA 93258 559-781-4271
559-781-4610 [email protected]/10/2020 11/12/2020 11/18/2020 Left a message to Peyron's assistant.

Wuksache Indian Tribe/ Eshom Valley Band Kenneth Woodrow Chairperson 1179 Rock Haven Ct. Salinas, CA 93906 831-443-9702 [email protected] 11/10/2020 11/12/2020 11/18/2020 Called and left a message.

Big Sandy Rancheria of Western Mono Indians Elizabeth D. Kipp Chairperson P.O. Box 337 Auberry, CA 93602 559-374-0066
559-374-0055 [email protected] 11/10/2020 11/12/2020
Elisabeth D. Kipp responded via email and has no
comments or concerns that is in relation to the project.

Dunlap Band of Mono Indians Benjamin Charley Jr. Tribal Chair P.O Box 14 Dunlap, CA 93621 760-258-5244 [email protected] 11/10/2020 11/12/2020 Dirk Charley spoke on behalf of Benjamin Charley during phone call on 11/16/2020.

Dunlap Band of Mono Indians Dirk Charley Tribal Liaison 5509 E. McKenzie Avenue Fresno, CA 93727 559-554-5433 [email protected] 11/10/2020 11/12/2020 Dirk Charley reached out to me by phone on 11/16/2020
regarding the letter received of the project.

Santa Rosa Rancheria Tachi Yokut Tribe Samantha McCarty Cultural Specialist P.O. Box 8 Lemoore, CA 93240 559-924-1278 SMcCarty@tachi-yokutnsn.gov
Samantha McCarty emailed on behalf of Tribal
Chairperson Leo Sisco on November 23, 2020. She said
the Tribe has concerns regarding the project and
requested a cultural resources assessment be done.

Native American Outreach Log
Riggin Avenue Widening (Kelsey to Shirk) Project, Tulare County, California 256
November 10, 2020
Julie Turner, Secretary
Kern Valley Indian Community
P.O Box 1010
Lake Isabelle, CA 93240
RE: Riggin Avenue Widening (Kelsey to Shirk) Project Tulare County, California Dear Julie Turner,
I am currently under contract to 4Creeks, Inc. to provide cultural resource services for the Riggin Avenue Widening (Kelsey to Shirk) Project in Tulare County, California. The project involves the reconstruction of 1 mile of existing roadway between Kelsey Street and Shirk Street to accommodate a 4-lane arterial street with 110’ total Right-of-Way. Improvements would include new 12’ vehicular travel lanes (4 lanes total), new Class II bike lanes, new street lighting, new landscape medians, a new bus turnout, new sewer line and new traffic signals. This project is subject to Section 106 of the National Historic Preservation Act (NHPA) and the California Environmental Quality Act (CEQA). The project’s Area of Potential Effects (APE) is located in Sections 16 and 21, Township 18 South, Range 24 East, Mount Diablo Meridian of the Goshen and Visalia, California 7.5-minute USGS quadrangles.

A search of the Native American Heritage Commission’s (NAHC) Sacred Lands File did not indicate the presence of cultural or tribal cultural resources in the immediate Project area. Taylored Archaeology also requested a records search of the APE at the California Historic Resources Information System (CHRIS), Southern San Joaquin Valley Information Center (SSJVIC) located at the California State University, Bakersfield. The records search did not identify any prehistoric and historic archaeological resources.

The NAHC provided your name and address as someone who might have an interest in sharing information regarding sacred sites, tribal cultural resources, or other resources of importance in the Project area. Please note that all information shared with me regarding this Project is considered best practices for cultural resource inventories and is not government-to-government consultation under Assembly Bill 52. Taylored Archaeology understands and takes measures to protect the confidentiality of archaeological site locations, cemeteries, or sacred places, as required by law. Taylored Archaeology will not disclose locational information in any document available to the general public.

If you have information that you would like to share, have questions, or would like more information about the project, please contact me by phone (559) 797-1572, email at [email protected], or send a letter to my attention at 6083 N. Figarden Dr., Ste. 616, Fresno, CA 93722. Any response by November 20, 2020 would be greatly appreciated.

Sincerely,
Consuelo Y. Sauls, M.A., RPA # 41591505
Archaeologist
encl: Project Location Map
257
Appendix D
VMT Technical Memo
258
CALIFORNIA | FLORIDA | TEXAS
Corporate Office 4305 Hacienda Drive, Suite 550, Pleasanton, CA 94588 925.463.0611 www.TJKM.com 1 TECHNICAL MEMORANDUM
This memorandum describes the analysis of transportation impacts conducted by TJKM Transportation Consultants for the proposed Riggins Avenue widening (“the proposed project”) in Visalia, California. The impact findings, based on the CEQA checklist, are summarized on Table T-1. Responses to each of the checklist questions are provided below.

Table T-1: Transportation Impact Findings (CEQA Checklist) Would the proposed project:

Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Less Than
Significant
Impact
No
Impact
a) Conflict with a program plan, ordinance, or policy
addressing the circulation system, including transit,
roadway, bicycle, and pedestrian facilities?
X
b) Would the project conflict or be inconsistent with
CEQA Guidelines Section 15064.3, subdivision (b)? X
c) Substantially increase hazards due to a geometric
design feature (e.g., sharp curves or dangerous
intersections) or incompatible uses (e.g., farm
equipment)?
X
d) Result in inadequate emergency access?
X
Date November 18, 2021
To: Diego Corvera, City of Visalia
From: Arthur Chen,, TJKM
Subject: Transportation Impact Analysis for Riggin Avenue Widening (Kelsey to Shirk) 259
Transportation Impact Analysis for Riggins Avenue Widening November 18, 2021
2 Responses to CEQA Checklist Questions
Response a): The proposed project involves the reconstruction of one mile of existing roadway between Kelsey Street and Shirk Street to accommodate a four-lane arterial street as envisioned by the Buildout Circulation Network described in the Visalia General Plan. Improvements would include new 12’ vehicular travel lanes (4 lanes total), new Class II bike lanes, new street lighting, new landscaped medians, a new bus turnout, new fire hydrants, new sewer line, new traffic signal, and curb returns at all involved intersections. The proposed project site is located partially within the City of Visalia and partially within unincorporated Tulare County (within the Visalia General Plan planning area boundaries). The proposed project is consistent with the Visalia General Plan, and is not anticipated to conflict with a program plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities. A project’s effect on automobile delay, typically measured based on “level of service” (LOS) would not constitute a significant environmental impact under the CEQA Guidelines effective July 1, 2020.

This impact is less than significant and no mitigation is required.

Response b): The proposed project is not anticipated to conflict with CEQA Guidelines section 15064.3 (b) criteria for analyzing transportation impacts which describes the requirements for assessing transportation impacts based on vehicle miles traveled (VMT) that applied statewide beginning on July 1, 2020. VMT impacts for the proposed project would be considered potentially significant if the proposed project results in net increase in total VMT. This is consistent with CEQA Guidelines section 1506.3 (b) (2), criteria for analyzing transportation projects, which states that transportation projects that reduce, or have no impact on, VMT should be presumed to cause a less than significant impact.

TJKM utilized the Tulare Council of Governments (Tulare COG) Travel Demand Model to forecast the net change in total VMT for Tulare County, with and without the proposed project. Table T-2 shows the model results under Existing plus Project conditions, and Table T-3 shows the model forecast under Cumulative (Year 2042) Conditions, with and without the proposed project. As shown: based on the travel demand model, the proposed project is not anticipated to result in a net increase in total VMT. In addition, TJKM pulled out total number of trips from the model with and without project. The number of trips did not increase between the with and without project model runs in both the base and cumulative conditions.

The City of Visalia’s VMT guidelines stipulated a study on induced demand for roadway expansion projects.

The following are from the guidelines on how to estimate induced VMT impacts from roadway expansion projects (UC Davis Induced Travel Calculator NCST Method):

1. Determine total lane-miles over an area that fully captures travel behavior changes resulting from the project (generally the region, but for projects affecting interregional travel look at all affected regions).

2. Determine the percentage change in total lane miles that will result from the project.

3. Determine the total existing VMT over that same area.

4. Multiply the percentage increase n lane miles by the existing VMT, and then multiply that by the elasticity from the induced travel literature:
[% increase in lane miles] x [existing VMT] x [elasticity] = [VMT resulting from the project] 260
Transportation Impact Analysis for Riggins Avenue Widening November 18, 2021
3 While the travel demand model forecasted no growth in VMT, TJKM used the above formula to calculate induced VMT from the Riggins project.
% increase in lane miles = 1 / 10,756 = 0.009% (The project widens 1 mile of Riggins avenue, and 10,756 miles are the total lane miles in Tulare County from the TCAG model).

Existing VMT = 15,164,825 (The existing VMT of the region pulled from the TCAG Model) Elasticity = 1 (The elasticity value was pulled from the transportation analysis guidelines).

Putting the three values together generates an induced daily VMT of 1,410 for the Riggins Widening. As a percentage of the existing VMT, this value is statistically insignificant (1,410/15,164,825 =0.009%).

As described in Section 15064.3: “Vehicle miles traveled” refers to the amount and distance of automobile travel “attributable to a project.” As described separately in the Technical Advisory on Evaluating Transportation Impacts in CEQA (Governor’s Office of Planning & Research, December 2018), VMT rerouted from other origins or destinations as the result of a project would not be attributable to a project except to the extent that the re-routing results in a net increase in VMT. A roadway widening could result in a net increase in total VMT if the roadway is currently operating at capacity, in which case the added capacity provided by a road widening could result in added VMT due to latent demand. However, this is not the case for the proposed project. The Visalia General Plan EIR (2010) noted that Riggin Avenue served approximately 7,800 daily vehicles, well below the estimated capacity of more than 15,000 daily vehicles for the existing 2-lane configuration. Additionally, excess capacity is also currently provided on parallel routes such as State Route 198, further reducing the likelihood that the proposed project would result in a net increase in total VMT. Riggin Avenue also provides a direct connection to Highway 99 via Betty Drive, which could VMT for some trips that would otherwise travel on State Route 198.

Even though the calculation resulted in an increase of 1,410 VMT, it is highly unlikely there will be excess demand from a 1 mile widening due to excess capacity available from the routes mentioned in the above paragraph.

In addition, the guidelines states the induced VMT growth stems from induced land use; the Visalia general plan does not include any additional residential or commercial land uses in the Riggins / Shirk area for the project lifespan. It is highly unlikely the widening will induce demand since additional capacity exists and no additional land uses are planned for the area.

Since the induced VMT for this project is statistically 0, TJKM finds that VMT impacts associated with the proposed project are less than significant and no mitigation is required.

Tables T-2 through T-5 show VMT outputs from the TCAG model for the base scenario and future scenario with and without project conditions.
261
Transportation Impact Analysis for Riggins Avenue Widening November 18, 2021
4 Table T-2: VMT Forecast: Existing plus Project Conditions Scenario
Total VMT
(Tulare County
Model Area)
Existing Conditions 15,164,825
Existing plus Project Conditions 15,164,825
Net VMT with Proposed Project 0
VMT Impact Finding (Existing plus Project Conditions) Less Than Significant
Source: TJKM; Tulare COG Travel Demand Model (Year 2020 Base Year), September 2020.

Table T-3: VMT Forecast: Cumulative Conditions
Scenario
Total VMT
(Tulare County
Model Area)
2042 Model Forecast Year (without Riggin Avenue widening) 17,164,139 2042 Model Forecast Year (with Riggin Avenue widening) 17,164,139 Net VMT with Proposed Project 0
VMT Impact Finding (Cumulative Conditions) Less Than
Significant
Source: TJKM; Tulare COG Travel Demand Model (Year 2042 Forecast), September 2020.

Table T-4: Total Project Trips Forecast: Existing plus Project Conditions 262
Transportation Impact Analysis for Riggins Avenue Widening November 18, 2021
5 Scenario
Total Trips
(Tulare County
Model Area)
Existing Conditions 1,295,032
Existing plus Project Conditions 1,295,032
Net Trips with Proposed Project 0
VMT Impact Finding (Existing plus Project Conditions) Less Than Significant
Source: TJKM; Tulare COG Travel Demand Model (Year 2020 Base Year), September 2020.

Table T-5: Total Project Trips Forecast: Cumulative Conditions Scenario
Total Trips
(Tulare County
Model Area)
2042 Model Forecast Year (without Riggin Avenue widening) 1,459,536 2042 Model Forecast Year (with Riggin Avenue widening) 1,459,536 Net VMT with Proposed Project 0
VMT Impact Finding (Cumulative Conditions) Less Than
Significant
Source: TJKM; Tulare COG Travel Demand Model (Year 2042 Forecast), September 2020.

The Tulare model shows no growth in VMT when the Riggins widening is coded into the roadway network. 263
Transportation Impact Analysis for Riggins Avenue Widening November 18, 2021
6 Response c): The proposed project is not anticipated to substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment). Improvements would include new 12’ vehicular travel lanes (4 lanes total), new Class II bike lanes, new street lighting, new landscaped medians, a new bus turnout, new fire hydrants, new sewer line, new traffic signal, and curb returns at all involved intersections. Construction would include demolition of existing asphalt between Kelsey Street and Shirk Street, removal of trees along Riggin Avenue frontage, and relocation of 17 existing power poles. The proposed project design will be subject to review and permitting by the City of Visalia and other agencies (as described in the Project Description) to ensure the design and construction is consistent with applicable standards. This impact is less than significant and no mitigation is required.

Response d): The proposed project would widen Riggin Avenue from two to four lanes between Kelsey Street and Shirk Street, thus providing additional travel lanes that could be utilized by emergency vehicles on a one-mile segment of Riggin Avenue. Therefore, the proposed project is anticipated to enhance emergency access, and would not result in inadequate emergency access. This impact is less than significant and no mitigation is required.
264
Appendix E
Energy Calculations
265
Construction Equipment Energy Use
Phase Name Off Road Equipment Type
Off Road
Equipment Unit
Amount1
Usage Hours
Per Day1
Horse Power
(lbs/sec)1 Load Factor5
Total
Operational
Hours
BSFC2 Fuel Used
(gallons)3 MBTU4
Grubbing/Land Clearing Excavators 4 8 158 0.38 320 0.367 991.86 137.86785 Grubbing/Land Clearing Crawler Tractors 3 8 212 0.43 240 0.367 1129.47 156.99575 Grading/Excavation Cranes 2 8 231 0.29 800 0.367 2766.67 384.56727 Grading/Excavation Crawler Tractos 3 8 212 0.43 1200 0.367 5647.33 784.97877 Grading/Excavation Excavators 5 8 158 0.38 2000 0.367 6199.09 861.67408 Grading/Excavation Graders 4 8 187 0.41 1600 0.367 6332.91 880.27384 Grading/Excavation Rollers 4 8 80 0.38 1600 0.408 2791.55 388.02528 Grading/Excavation Rubber Tired Loaders 3 8 97 0.37 1200 0.408 2471.76 343.57468 Grading/Excavation Scrapers 4 8 367 0.48 1600 0.367 14550.73 2022.5517 Grading/Excavation Tractors/Loaders/Backhoes 6 8 97 0.37 2400 0.408 4943.52 687.14936 Drainage/Utilities/Subgrade Air Compressors 3 8 78 0.48 840 0.408 1804.96 250.88897 Drainage/Utilities/Subgrade Generator Sets 3 8 84 0.74 840 0.408 2996.69 416.54003 Drainage/Utilities/Subgrade Graders 3 8 187 0.41 840 0.367 3324.78 462.14377 Drainage/Utilities/Subgrade Plate Compactors 3 8 8 0.43 840 0.408 165.84 23.051765 Drainage/Utilities/Subgrade Pumps 3 8 84 0.74 840 0.408 2996.69 416.54003 Drainage/Utilities/Subgrade Rough Terrain Forklifts 3 8 100 0.4 840 0.367 1734.59 241.108 Drainage/Utilities/Subgrade Scrapers 3 8 367 0.48 840 0.367 7639.13 1061.8396 Drainage/Utilities/Subgrade Tractors/Loaders/Backhoes 5 8 97 0.37 1400 0.408 2883.72 400.83713 Paving Pavers 3 8 130 0.48 408 0.367 1314.32 182.69098
Paving Paving Equipment 3 8 132 0.36 408 0.367 1000.91 139.12621 Paving Rollers 4 8 80 0.38 544 0.408 949.13 131.92859
Paving Tractors/Loaders/Backhoes 5 8 97 0.37 680 0.408 1400.66 194.69232 Total 76036.30 10569.0
Construction Phases
PhaseNumber
Phase Start
Date Phase End Date
Num Days
Week
Total Number
of Days
1 1/2/2022 1/14/2022 5 10
2 1/17/2022 3/25/2022 5 50
3 3/28/2022 5/10/2022 5 35
4 5/11/2022 5/31/2022 5 17
Notes

1. Roadway Construction Emissions Model Default Values Used

3. Fuel Used = Load Factor x Horsepower x Total Operational Hours x BSFC / Unit Conversion

4. MBTU calculated for comparison purposes. Assumed 1 gallon of diesel = 0.139 MBTU

5. CalEEMod Default Values Used

2. BSFC - Brake Specific Fuel Consumption (pounds per horsepower‐hour) – If less than 100 Horsepower = 0.408, if greater than 100 Horsepower = 0.367 Phase Name
Grubbing/Land Clearing
Grading/Excavation
Drainage/Utilities/Subgrade
Paving
266
Mobile Energy Use (Construction)
Worker Trips
Daily Worker
Trips1
Worker Trip
Length1 VMT/Day MPG Factor3 Gallons of
Gas/Day # of Days1 Total Gallons of Gas
MBTU
Grubbing/Land Clearing 24 20 480 29.23 16.4 10 164.21 19.06 Grading/Excavation 84 20 1680 29.23 57.5 30 1724.26 200.17 Drainage/Utilities/Subgrade 70 20 1400 29.23 47.9 300 14368.80 1668.07 Paving 44 20 880 29.23 30.1 20 602.12 69.90
Total N/A N/A N/A N/A N/A 360 16859.39 1957.21
Water Truck
Daily Vendor
Trips1
Vendor Trip
Length1 VMT/Day MPG Factor3 Gallons of
Diesel/Day # of Days1 Total Gallons of Diesel MBTU
Grubbing/Land Clearing 5 8 40 7.12 5.6 10 56.18 7.81
Grading/Excavation 5 8 40 7.12 5.6 50 280.90 39.04
Drainage/Utilities/Subgrade 5 8 40 7.12 5.6 35 196.63 27.33 Paving 5 8 40 7.12 5.6 17 95.51 13.28
Total 629.21 87.46
Fleet Characteristics
Vehicle Class Fleet Mix
2024 MPG Factor
(EMFAC2017)
Average MPG
Factor
LDA 33% 33.24
LDT1 33% 28.07
LDT2 33% 26.38
Notes

1. Road Construction Emissions Model Default values used

2. MBTU calculated for comparison purposes. Assumed 1 gallon of gasoline = 0.11609 MBTU

3. MPG Factor Based on EMFAC2017
Assumed Vehicle Fleet for
Workers

29.23 267
Appendix F
30% Design Plans
268

PROJECT LIMITS
RIGGIN AVE.

YS INDUSTRIES MILLIPORE SIGMA
SHIRK RD.

KELSEY ST.

CITY LIMITS

CITY LIMITS
SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14

PROJECT MAP
SCALE 1": 300'
N
CITY OF VISALIA CONTACT INFORMATION:

Sanitary Sewer &Storm Water Collection
Attn: Rick Paradez
City of Visalia7579 Avenue 288 (WWTP)
Visalia, CA 93277
Phone: (559) 713-4273
Street Department
Attn: Wendi Ferguson
City of Visalia
336 N. Ben Maddox Way
Visalia, CA 93292
Phone: (559) 713-4186
California Water Service Company
Area Superintendent: Stuart Skoglund
216 N. Valley Oaks Drive
Visalia, CA 93291
Phone: (559) 772-5260Email: [email protected]
Comcast CableConstruction Supervisor: Michael Corral
1031 N. Plaza Drive
Visalia, CA 93291
Phone: (559) 735-2104Email: [email protected] AT&T California
Project Manager: Erin Pectol
217 W. Acequia Ave.

P.O. Box 2666
Visalia, CA 93291
Phone: (559) 739-6649Email: [email protected]
Southern California Gas Company
Project Manager: Jeff Goforth
404 N. Tipton St.

Visalia, CA 93292
Fax: (559) 739-2253Phone: (559) 739-2337Email: [email protected] Southern California Edison (SCE)
Local Planner: Christian Bright
San Joaquin Valley
Phone: (559) 684-3527Email: [email protected]
Century Link (Previously LEVEL 3)
OSP Engineer Scott Mattingly
Southern California Division CentryLink818 W. 7th St, Suite 1110 Los Angeles, CA 90017
Office: (213) 996-5587
Mobile: (213) 309-9869Email: [email protected] UTILITY CONTACT INFORMATION:

CITY OF VISALIA

THIS SET OF PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CITY REQUIREMENTS & THE CITY OF VISALIA STANDARD SPECIFICATION & DETAILS.

THE CITY DOES NOT ASSUME ANY LIABILITY FOR ERRORS OR OMISSIONS.THIS ACCEPTANCE SHALL NOT PREVENT THE CITY ENGINEER FROM

REQUIRING CORRECTION OF ERRORS OR OMISSIONS THAT ARE IN VIOLATION OF ANY LAW OR ORDINANCE.

DIEGO CORVERA ASSOCIATE ENGNEER Date

CITY OF VISALIA
KYLE MCDONALD P.E. CIVIL ENGINEER Date
4-CREEKS, INC.

PROJECT NO. XXXX-XXXXX/____-XXX

RIGGIN WIDENING - SHIRK TO KELSEY
City of Visalia
County of Tulare State of California

COVER SHEET
NO. DETAILED SHEET INDEX
1 2
3 4
5 6

BENCHMARK
CITY OF VISALIA BM #535
RR SPIKE IN PP NORTHWEST CORNER OF RIGGIN AVE. AND SHIRK RD.ELEVATION 304.54 DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

NOT FOR CONSTRUCTION

COVER SHEET

GENERAL NOTES, LEGEND & ABBREVIATIONS
TOPO-DEMO PLANS - RIGGIN AVE. STA: 10+00 - 33+00TOPO-DEMO PLANS - RIGGIN AVE. STA: 33+00 - 57+00TOPO-DEMO PLANS - RIGGIN AVE. STA: 57+00 - ENDTOPO-DEMO PLANS - SHIRK RD. STA: 5+00 - 15+00 UTILITY & POTHOLING PLAN - RIGGIN AVE. STA: 10+00 - 33+00UTILITY & POTHOLING PLAN - RIGGIN AVE. STA: 33+00 - 57+00UTILITY & POTHOLING PLAN - RIGGIN AVE. STA: 57+00 - ENDUTILITY & POTHOLING PLAN - SHIRK RD. STA: 5+00 - END IMPROVEMENT PLAN & PROFILE - RIGGIN AVE. STA: 10+00 - 21+00IMPROVEMENT PLAN & PROFILE - RIGGIN AVE. STA: 21+00 - 33+00IMPROVEMENT PLAN & PROFILE - RIGGIN AVE. STA: 33+00 - 45+00IMPROVEMENT PLAN & PROFILE - RIGGIN AVE. STA: 45+00 - 57+00IMPROVEMENT PLAN & PROFILE - RIGGIN AVE. STA: 57+00 - 69+00IMPROVEMENT PLAN & PROFILE - RIGGIN AVE. STA: 69+00 - ENDIMPROVEMENT PLAN & PROFILE - SHIRK RD. STA: 5+00 - END CROSS SECTIONSSIGNING, STRIPING & MARKING PLAN - RIGGIN AVE. STA: 10+00 - 33+00SIGNING, STRIPING & MARKING PLAN - RIGGIN AVE. STA: 33+00 - 57+00SIGNING, STRIPING & MARKING PLAN - RIGGIN AVE. STA: 57+00 - ENDSIGNING, STRIPING & MARKING PLAN - SHIRK RD. STA: 5+00 - ENDSTREET LIGHTING & FIBER INTERCONNECT PLAN - RIGGIN AVE. STA: 10+00 - 33+00STREET LIGHTING & FIBER INTERCONNECT PLAN - RIGGIN AVE. STA: 33+00 - 57+00STREET LIGHTING & FIBER INTERCONNECT PLAN - RIGGIN AVE. STA: 57+00 - ENDSTREET LIGHTING & FIBER INTERCONNECT PLAN - SHIRK RD. STA: 5+00 - END

BUS TURNOUT DETAILS

CLANCY ST & RIGGIN AVE RAMP DETAILSSHIRK RD & RIGGIN AVE RAMP DETAILS

DRIVE APPROACH DETAILS

CIVIL DETAILSCIVIL DETAILSCIVIL DETAILSCIVIL DETAILSCIVIL DETAILSCIVIL DETAILS

TRAFFIC SIGNAL PLANS

PLANTING SOILS PLAN

IRRIGATION PLANIRRIGATION DETAILS & NOTES

TREE & GROUNDCOVER PLANS

PLANTING DETAILS & NOTES

SPECIFICATIONS
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269

GENERAL NOTES
CITY OF VISALIA GENERAL NOTES : 1. ALL WORK SHALL CONFORM TO THE 2018 EDITION OF CALTRANS STANDARD PLANS AND SPECIFICATIONS, THE 2014 CA MUTCD, THE CURRENT EDITION OF THE CITY OF VISALIA ENGINEERING STANDARD SPECIFICATIONS AND ENGINEERING DESIGN & IMPROVEMENT STANDARDS, THE PLANS, AND ALL OTHER CONTRACT DOCUMENTS.

WHERE CITY STANDARD DETAILS ARE SHOWN AS MODIFIED ON THESE PLANS, THE MODIFIED DETAIL SHALL BE USED.

2. AT LEAST 5 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE INFORMATION

SHOWN ON THESE PLANS WITH THE REFERENCED DOCUMENTS AND NOTIFY THE CITY OF VISALIA OF ANY

DISCREPANCIES, NOTIFY THE CITY OF VISALIA OF ANY AND ALL CONFLICTS BETWEEN THIS SET OF PLANS AND

THE ACTUAL SITE CONDITIONS, AND NOTIFY THE CITY OF VISALIA CONSTRUCTION MANAGER WHEN CONSTRUCTION WILL COMMENCE. THE PROJECT'S MANAGER WILL BE ASSIGNED AFTER THE AWARD FORCONSTRUCTION.

3. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE HERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE CONSTRUCTION MANAGER,FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.

4. CITY OF VISALIA, OR DESIGNATED RESPRESENTATIVE SHALL INSPECT ALL WORK PHASES FOR CONFORMANCE TO THE PLANS, SPECIFICATIONS, AND CONTRACT DOCUMENTS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ITEMS THAT REQUIRE INSPECTION WITH THE CITY INSPECTOR.

REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT PRIOR CITY OF VISALIA INSPECTIONS. LIKEWISE,

CONCRETE AND OTHER IMPROVEMENTS SHALL NOT BE COVERED WITH EARTH PRIOR TO CITY OF VISALIA INSPECTION. ANY INSPECTIONS TO BE PERFORMED BY THE CITY SHALL REQUIRE 2 WORKING DAYS NOTICE. ANY

WORK CONCEALED WITHOUT INSPECTION WILL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE.

5. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITECONDITIONS DURING CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENTSHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

6. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST 5 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL "UNDERGROUND SERVICE ALERT" (USA) 1-800-227-2600 OR 811.

7. CONTRACTOR SHALL EXPOSE ALL EXISTING UNDERGROUND PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES.

8. MONUMENTS AND BENCHMARKS SHALL NOT BE DISTURBED WITHOUT THE CITY'S CONSENT.9. CONTRACTOR SHALL NOTIFY THE CITY'S LAND SURVEYOR 5 WORKING DAYS PRIOR TO DISTURBING ANY SURVEY MONUMENTS OR BENCHMARKS. CONTRACTOR WILL BE RESPONSIBLE FOR RECONSTRUCTING SURVEYMONUMENTS / BENCHMARKS IN ACCORDANCE WITH CITY STANDARDS, AT NO ADDITIONAL COST.

10. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION SURVEY STAKES AND PROPERTY LINE MARKERS.

CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY CARELESS REMOVALS OR DESTRUCTION.

11. ADJUST MANHOLES, VALVE BOXES AND OTHER UTILITY BOXES TO GRADE WITHIN NEWLY CONSTRUCTED AREAS.12. CONTRACTOR SHALL PROVIDE PEDESTRIAN, VEHICLE, WORKER, AND TREE PROTECTION AS NECESSARY FOR THE FULL DURATION OF THE PROJECT.

13. CONTRACTOR SHALL INSTALL APPROVED TRAFFIC CONTROL SIGNS PRIOR TO COMMENCEMENT OF ANY WORK.14. CONTRACTOR SHALL KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS THROUGH ALL PHASES OF CONSTRUCTION.

15. CONTRACTOR SHALL SWEEP ALL STREETS, ALLEYS, AND WALKS PRIOR TO CITY ACCEPTANCE OF PROJECT.16. ALL EXCESS MATERIAL AND/OR DEBRIS SHALL BE REMOVED UPON COMPLETION OF THIS PROJECT.17. CONTRACTOR SHALL PROPERLY DISPOSE OF ALL WASTE MATERIALS AND SALVAGE OR RELOCATE OTHER STRUCTURES AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY'S REPRESENTATIVE.

18. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.

19. THE LIMITS OF WORK ARE ENCOMPASSED BY THE RIGHT-OF-WAY AND TEMPORARY CONSTRUCTION EASEMENTS,

AND SHALL INCLUDE ONLY SUCH WORK AS IS SHOWN ON THESE PLANS OR AS SPECIFIED IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS.

20. PRIOR TO CONSTRUCTING ANY IMPROVEMENTS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY

THAT ALL MATCH EXISTING ELEVATIONS SHOWN ON THE PLANS ARE ACCURATE AND FOR VERIFYING THAT NONE OF THE MAXIMUM ACCESSIBILITY SLOPES ARE VIOLATED. CONTRACTOR SHALL NOTIFY CITY CONSTRUCTION MANAGER IMMEDIATELY IF ANY PROBLEMS EXIST. ANY IMPROVEMENTS THAT REQUIRE REMOVAL ANDREPLACEMENT BECAUSE OF THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS NOTE SHALL BE COMPLETEDBY THE CONTRACTOR AT HIS OR HER OWN EXPENSE.

21. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY, INCLUDING FEES, BONDS, PERMITS AND WORKING CONDITIONS, ETC.

22. APPROPRIATE APPROVALS SHALL BE OBTAINED PRIOR TO PROCEEDING WITH ANY WORK IN THE VICINITY OF

IRRIGATION DITCHES, CREEKS, ASSOCIATED IRRIGATION FACILITIES, AND RAILROADS WHETHER OR NOT SHOWN ON THESE PLANS.

23. ANY LANDSCAPING AND/OR IRRIGATION DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED IN-KIND.

24. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING STABILIZED CONSTRUCTION ENTRANCES IN ORDER TO REDUCE OR ELIMINATE TRACKING OF SEDIMENT ONTO PUBLIC STREETS. ALL DRAINAGE PROTECTIVE DEVICES

SUCH AS SWALES, INTERCEPTION DITCHES, PROTECTIVE BERMS, CONCRETE CHANNELS, OR OTHER MEASURES

DESIGNED TO PROTECT IMPROVEMENTS FROM RUN-OFF MUST BE CONSTRUCTED PRIOR TO CONSTRUCTION OF ANY IMPROVEMENTS.

25. CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK AS SPECIFIED BY "CALTRANS STANDARD SPECIFICATIONS 2018".

26. CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE CONTRACT IN A SATISFACTORY

MANNER PROVIDING ALL MATERIALS, LABOR, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK UNLESS SPECIFIED OTHERWISE.

27. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY, ITS ENGINEER AND CONSULTANTS,

THEIR OFFICERS, EMPLOYEES AND AGENTS, FROM ANY AND ALL LIABILITY CLAIMS, LOSSES OR DAMAGES

ARISING OR ALLEGED FROM THE PERFORMANCE OF THE WORK DESCRIBED ON THESE PLANS, NOT INCLUDING NEGLIGENCE ON THE PART OF THE CITY.

28. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE; HOWEVER, THE CITY OF VISALIA AND 4CREEKS INC. ASSUME NO RESPONSIBILITY FOR

THE ACCURACY OF THE INFORMATION SHOWN, OR FOR THE INADVERTENT OMISSION OF ANY SUCH INFORMATION. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY COMPANIES AND OTHER CONTRACTORS WORKING WITHIN THE LIMITS OF THIS PROJECT.

29. THE DEPTH OF THE EXISTING DRY UTILITIES (CABLE, PHONE, AND POWER), WATER MAINS, AND GAS MAINS IS SHOWN AT THE MOST PROBABLE LOCATION, BASED ON INDUSTRY STANDARDS. 4CREEKS INC. AND THE CITY OF VISALIA DO NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN. CONTRACTOR'

SHALL CONFIRM ALL DEPTHS OF EXISTING UTILITIES, AS NECESSARY FOR CONSTRUCTION OF THE PROJECT PRIOR TO CONSTRUCTION. IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES/CONFLICTS.

30. INSTALL NEW SIGNS WITH PROJECT. CONTRACTOR SHALL ALSO REPAIR AND REPLACE ALL CURB, GUTTER,

PAVEMENT, SIDEWALK, VAULTS, MAILBOXES, AND OTHER STRUCTURE'S DAMAGED DURING THE COURSE OF CONSTRUCTION AT HIS OWN EXPENSE.

31. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FLOWLINES PROPOSED TO BE CONNECTED TO, PRIOR TO LAYING PIPE. ANY DISCREPANCIES AND/OR CONFLICTS WITH THE APPROVED PLANS SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE CITY OF VISALIA CONSTRUCTION MANAGER AND DESIGN ENGINEER.

32. CONTRACTOR IS RESPONSIBLE FOR RE-CONNECTING EXISTING UTILITY SERVICES WHERE THE UTILITY MAIN-LINE HAS BEEN RELOCATED DUE TO CONSTRUCTION.

33. PRIOR TO CONSTRUCTION CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND CONFIRM THAT NO CONFLICTS EXIST WITH NEW IMPROVEMENTS SHOWN ON THESE PLANS INCLUDING PAVEMENT SECTIONS.CONTRACTOR SHALL PROVIDE A SIGNED CERTIFICATION LETTER TO THE CITY PRIOR TO STARTINGCONSTRUCTION THAT STATES NO CONFLICTS EXIST OR THAT IDENTIFIES CONFLICTS FOR CITY TO ADDRESS.

34. THE CITY OF VISALIA WILL PROVIDE AN INSPECTOR AND A TESTING LAB FOR THIS PROJECT.35. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF

EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THE VICINITY SHALL BE BORNE BY THE CONTRACTOR AND NO ADDITIONAL COMPENSATION SHALL BE PROVIDED.

36. ALL CONCRETE AND ASPHALT IMPROVEMENTS SHALL MEET CURRENT AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS, CITY OF VISALIA STANDARD REQUIREMENTS AND THESE DRAWINGS. CONSTRUCTION TOLERANCES SHALL NOT BE CONSTRUED TO ALLOW A CONTRACTOR TO VIOLATE ADA REQUIREMENTS.

IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES SHOWN ON THE PLANS, OR THAT BECOME APPARENT IN THE FIELD PRIOR TO CONSTRUCTION.

37. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, AND FOR COORDINATING WITH THE CITY

CONSTRUCTION MANAGER TO SCHEDULE INSPECTIONS AND MATERIAL TESTING

38. PRIOR TO START OF WORK, THE CONTRACTOR SHALL SECURE A CITY OF VISALIA ENCROACHMENT PERMIT PRIOR TO DOING ANY WORK IN THE CITY.

CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL ACCEPT THE SITE IN ITS PRESENT CONDITION AND DEMOLISH AND OR REMOVE FROM

THE AREA OF DESIGNATED PROJECT EARTHWORK ALL STRUCTURES, BOTH SURFACE AND SUBSURFACE, TREES, BRUSH, ROOTS, DEBRIS, ORGANIC MATTER, AND ALL OTHER MATTER DETERMINED BY THE INSPECTOR TO BEDELETERIOUS, SUCH MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR.

2. ALL RETURN RADII AND CURB DATA ARE TO FACE OF CURB UNLESS SHOWN OR NOTED OTHERWISE.3. ALL QUANTITIES AND PAY ITEMS ARE AND WILL BE BASED ON HORIZONTAL MEASUREMENTS.

4. LENGTHS OF SANITARY SEWERS AND STORM DRAINS ARE HORIZONTAL DISTANCES FROM CENTER TO CENTER OF STRUCTURES, ROUNDED OFF TO THE NEAREST FOOT.

5. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORDED INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS.LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEES MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT LEAST5 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES. CALL UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-227-2600. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BYLOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFYLOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNEBY THE CONTRACTOR AND ASSUMED INCLUDED AND MERGED INTO THE CONTRACT UNIT PRICE.

6. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE CITY OF VISALIACONSTRUCTION MANAGER, AT THE CONTRACTOR'S SOLE EXPENSE.

7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TONORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER AND

THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER, OR CITY.

8. NO CONCRETE SHALL BE POURED FOR NEW IMPROVEMENTS UNTIL FORMWORK AND REBAR HAS BEEN INSPECTED AND APPROVED BY THE CITY INSPECTOR. IF THE CONTRACTOR FAILS TO OBTAIN INSPECTIONS PRIOR TO POURING THE CITY HAS THE RIGHT TO REJECT THE CONCRETE AND REQUIRE THE CONTRACTOR TOREMOVE AND REPLACE THE IMPROVEMENTS AT ITS OWN EXPENSE.

9. 4CREEKS, INC DOES NOT SPECIFY NOR RECOMMEND THE USE OR INSTALLATION OF ANY MATERIAL OR

EQUIPMENT WHICH IS MADE FROM, OR WHICH CONTAINS ASBESTOS FOR USE IN THE CONSTRUCTION OF THESE IMPROVEMENTS. ANY PARTY INSTALLING OR USING SUCH MATERIALS OR EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL INJURIES, DAMAGES, OR LIABILITIES, OF ANY KIND, CAUSED BY THE USE OF SUCHMATERIAL OR EQUIPMENT. THE PROVISIONS OF THIS NOTE SHALL APPLY UNLESS THEY ARE EXPRESSLY WAIVED IN WRITING BY 4CREEKS, INC.

PROJECT SPECIFIC NOTES:

1. THE CONTRACTOR SHALL TEST ALL LANDSCAPE IRRIGATION SYSTEMS IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL LANDSCAPING SYSTEMS AT THE END OF CONSTRUCTION IN THE PRESENCE OF THE CITY INSPECTOR AND SHALLMAKE ANY REPAIRS NECESSARY FROM DAMAGE CAUSED DURING CONSTRUCTION.

2. IF CONCRETE CURB AND GUTTER IMPROVEMENTS ARE UNDERMINED OR LOSS OF SUPPORT OCCURS DUE TO

CONTRACTOR'S EXCAVATION MEANS AND METHODS THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILLING THE VOIDS WITH A SAND CEMENT SLURRY MEETING CITY OF VISALIA REQUIREMENTS.

3. CONTRACTOR SHALL BE REQUIRED TO SUPPORT EXISTING UNDERGROUND UTILITIES DURING TRENCHING ACTIVITIES IN A MANNER THAT PREVENTS DAMAGE OF THE UTILITY. IF THE UTILITY BECOMES DAMAGED THE CONTRACTOR SHALL MAKE REPAIRS AT HIS OWN EXPENSE.

4. WHERE NEW IMPROVEMENTS ARE BEING INSTALLED NEAR EXISTING UTILITY POLES OR STRUCTURES THE

CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING THE POLES OR STRUCTURES IN PLACE TO PREVENT DAMAGE AT HIS OWN EXPENSE. CONTRACTOR SHALL REPAIR ANY DAMAGED EXISTING INFRASTRUCTURE AT HIS OWN EXPENSE.

5. CONTRACTOR SHALL PROVIDE WRITTEN AND VERBAL NOTIFICATION TO RESIDENTS AND BUSINESSES WITHIN 5 DAYS IN ADVANCE OF CONSTRUCTION.

6. CONTRACTOR SHALL ADJUST MANHOLES, VALVE BOXES, AND OTHER UTILITY BOXES TO GRADE. ADJUST MANHOLES AND VALVE BOXES TO FINISH GRADE AFTER PAVING IS COMPLETE.

7. ALL SALVAGED MATERIALS SHALL BE DELIVERED TO THE CITY CORPORATION YARD LOCATED AT 336 N. BEN MADDOX WAY. THE CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION MANAGER AT LEAST 2 WORKINGDAYS PRIOR TO DELIVERY FOR COORDINATION. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR SAFELYUNLOADING MATERIAL.

GRADING NOTES:

1. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE STATE OF CALIFORNIA BUILDING CODE, LATEST EDITION. THE CITY OF VISALIA IMPROVEMENT STANDARDS, APPLICABLE SECTION OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION.

2. BACKFILL OR ONSITE UNDERGROUND UTILITIES PLACED ON THE SITE SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% IN LANDSCAPE AREAS. ALL BACKFILL IN TRENCHES IN PAVED AND OTHER AREAS TO BE COMPACTED ACCORDING TO THE CITY OF VISALIA STANDARD DETAILS..

3. ALL SPOIL PILES SHALL HAVE SIDE SLOPES AS REQUIRED FOR SAFETY IN ACCORDANCE WITH APPLICABLE CA OSHA REQUIREMENTS.

STREET NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR RAISING ALL VALVES, MANHOLES, AND ANY OTHER VAULTS AND BOXES FOUND IN THE STREET WHETHER OR NOT THEY ARE SHOWN ON THESE PLANS.

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT

PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH HIS CONSTRUCTION.

TRENCHING NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME

DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR’S EXPENSE.

WATER SYSTEM NOTES: 1. ALL PIPING WORK WITHIN THE STREET RIGHT OF WAY SHALL BE IN CONFORMANCE WITH THE CITY OF VISALIA IMPROVEMENT STANDARDS.

2. ALL WORK OUTSIDE THE STREET RIGHT OF WAY SHALL BE CLASSIFIED AS ON-SITE WATER PIPING AND SHALL BE

IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS, LATEST EDITION. THE REQUIREMENTS BELOW ARE FOR ON-SITE PIPING.

3. FIRE SERVICE LINES AND DOMESTIC WATER SERVICE LINES 4 INCHES AND LARGER SHALL MEET THE FOLLOWING REQUIREMENTS. ALL PIPELINES SHALL MEET THE REQUIREMENTS OF AWWA C900 FOR PVC PIPE DR 18 (235 PSI) AND SHALL HAVE BELL AND SPIGOT JOINTS IN COMPLIANCE WITH ASTM 3139 WITH GASKETS MEETING ASTM F477. ALL FITTINGS SHALL BE DUCTILE IRON PRESSURE CLASS 250 CONFORMING TO ASSA STD 153 FOR PUSH-ONAND MECHANICAL JOINTS AND AWWA C110 FOR FLANGED FITTINGS. ALL FITTINGS SHALL HAVE A CEMENT MORTAR LINING CONFORMING TO AWWA C104 FLANGED FITTINGS SHALL ONLY BE USED WHERE NOTED ON THEDRAWINGS.

4. DOMESTIC WATER LINES SMALLER THAN 4 INCHES SHALL BE POLYVINYL CHLORIDE (PVC) PIPE MEETING THE FOLLOWING REQUIREMENTS. ASTM D1785, PVC 1120, SCHEDULE 40, 160 PSIG MIN WITH SOLVENT WELDED JOINTS.

5. GATE VALVES: ALL GATE VALVES SHALL MEET OR EXCEED THE LATEST REVISION OF AWWA C515 FOR REDUCED WALL RESILIENT-SEATED GATE VALVES (OR C309 FOR RESILIENT SEATED GATE VALVES) AND SHALL BE

PROVIDED WITH LEFT HAND TO OPEN, DUCTILE IRON (OR CAST IRON) BODY WITH EPOXY COATING INSIDE AND OUT COMPLYING WITH THE LATEST REVISION OF AWWA C550, NUT OPERATED NON-RISING STEM WITH 2 FOOT SQUARE OPERATING NUT, TWO O-RING STEM SEALS ABOVE THE THRUST COLLAR AND ONE BELOW. O-RING GASKETS AND 304 STAINLESS STEEL BOLTS AND NUTS ON BONNET AND STUFFING BOX AND EPDM RUBBER ENCAPSULATED WEDGE (WHEN AVAILABLE AT NO EXTRA COST. ALL GATE VALVES SHALL BE MANUFACTURED BYMUELLER COMPANY, VALVE FITTING COMPANY, KENNEDY VALVE, CO, CLOW VALVE CO, AMERICAN FLOW CONTROL, AMERICAN AYK CO. OR US PIPE. 2 INCH AND SMALLER GATE VALVES SHALL BE CLASS 125 WITH STANDARD THREAD, BRONZE WITH WHEEL, AND BE MANUFACTURED BY MILWAUKEE (NO. 105) OR NIBCO.

6. CHECK VALVES: UNLESS SPECIFIED OTHERWISE, ALL CHECK VALVES SHALL BE SWING TYPE WITH SPRING AND LEVER AND SHALL COMPLY WITH THE LATEST REVISION OF AWWA C508. THE VALVES SHALL HAVE CLASS 125 FLANGED ENDS UNLESS SHOWN OTHERWISE ON THE DRAWINGS. CHECK VALVES SHALL BE MANUFACTURED BYMUELLER, CLOW OR M&H.

7. THRUST BLOCKS SHALL BE CONSTRUCTED AT ALL HORIZONTAL AND VERTICAL FITTINGS FOR PIPES 4 INCH DIAMETER AND LARGER ACCORDING TO CITY OF VISALIA STANDARDS.

8. FIRE HYDRANT ASSEMBLIES: FIRE HYDRANTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH CITY OF VISALIA STANDARDS.

9. SERVICE LINES: DOMESTIC AND IRRIGATION SERVICE LINES AND METER CONNECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF VISALIA STANDARDS AS APPLICABLE FOR THE SERVICE.

LEGEND

CHAIN LINK FENCE

EXISTING CONCRETE

PROPOSED CONCRETE EXISTING ASPHALT PAVEMENTPROPOSED ASPHALT CONCRETE (E) GAS
(E) E&C OH
X X X
(E) AT&T
(E) E OH
(E) E
(E) CVIN
TCTOE

FLOW LINE
STA.SSMHS=0.0000SS
FL

BACK OF SIDEWALKCROWN OF ROADCURB & GUTTERBEGIN CURB RETURNEND CURB RETURNEXISTING ELEVATIONEDGE OF PAVEMENT ECR(000.00)EPBSWCRC&GBCR
RDPOC

TOP OF CURBTOE OF SLOPEWATER LINESTORM DRAIN MANHOLESTORM DRAIN

WSDMHSD

POINT OF CURVATUREEDGE OF ROADSLOPE, IN FOOT PER FOOTSANITARY SEWERSANITARY SEWER MANHOLESTATION

BC BEGIN CURVEEC END CURVE
P PAVEMENT(R) RADIAL BEARING000.00 PROPOSED ELEVATION

C CONCRETEFTG TOP OF FOOTING ELEVATIONGB GRADE BREAKGV GATE VALVEHMA HOT MIX ASPHALT

OG ORIGINAL GROUND
LIP LIP OF GUTTERINV. INVERTHP HINGE POINTFDR-C FULL DEPTH RECLAMATION W/ CEMENT

MB MAILBOXMJ MECHANICAL JOINT

EXISTING GAS LINEELECTRIC AND COMMUNICATION OVERHEAD LINE EXISTING CHAIN LINK FENCE EXISTING WOODEN FENCE EXISTING IRON FENCEEXISTING AT&T OVERHEAD LINE EXISTING ELECTRICAL OVERHEAD LINE EXISTING ELECTRICAL UNDERGROUND CONDUIT EXISTING CENTRAL VALLEY INDEPENDENT NETWORK LINE

EXISTING STORM DRAIN MANHOLEEXISTING SEWER MANHOLE

DRAINAGE INLETFIRE HYDRANT ASSEMBLYSTREET LIGHT WATER VALVEWATER METERSTORM DRAIN MANHOLESEWER MANHOLESTREET SIGN 00 "R" VALUE

EXISTING STREET LIGHT

EXISTING SURVEY MONUMENTEXISTING CHRYSTIE BOX (UTILITY TYPE)EXISTING TELEPHONE PEDESTALEXISTING BOLLARDEXISTING TELEPHONE VAULTEXISTING ELECTRIC VAULTEXISTING POWER POLEEXISTING GUY ANCHOR

EXISTING DRAINAGE INLETEXISTING FIRE HYDRANT ASSEMBLYEXISTING WATER VALVEEXISTING WATER METER

EXISTING STREET SIGN
(E) SD(E) SS EXISTING SANITARY SEWER PIPE LINE

SD STORM DRAIN PIPE LINESS SANITARY SEWER PIPE LINE

EXISTING STORM DRAIN PIPE LINE

PROPERTY LINE
EXIST. RIGHT OF WAY

SECTION LINE

CENTER LINE
IOD
BP: STA ALIGNMENT BEGINNING POINTEP: STA ALIGNMENT END POINT

PROPOSED LANDSCAPE AREA

PCC POINT OF COMPOUND CURVATUREPRC POINT OF REVERSE CURVATURE DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215 NOT FOR

CONSTRUCTION

PROPOSED RIGHT OF WAY
270
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 295.52
TOE 295.96
HP 296.69
EP 297.11
CR 297.49
EP 297.12 296.82
296.05 296.20
296.80 EP 297.01
CR 297.40
EP 297.07
HP 296.64
TOE 295.80
295.14 295.33
TOE 295.78
HP 296.55
EP 296.99
CR 297.30
EP 296.91 296.50
296.13 296.11
296.49 EP 296.78
CR 297.19
EP 296.87 296.72
TOE 295.76
295.09 295.16
TOE 295.49
296.64 EP 296.77
CR 297.11
EP 296.69 296.45
295.96 296.02
296.45 EP 296.65
CR 296.95
EP 296.61
296.07 TOE 295.37
295.29
295.35
296.32 EP 296.49
CR 296.87
EP 296.52 296.33
295.90 295.99
296.24 EP 296.41
CR 296.82
EP 296.40
295.06 295.06
EP 296.43
CR 296.70
EP 296.43
295.99
295.97
296.10 EP 296.30
CR 296.57
EP 296.18
295.24 295.04
295.81 EP 295.98
CR 296.38 EP 296.10
295.95
FL 295.95 TC 296.30 TC 296.40 FL 295.88 FL 295.90 FL 295.96 TC 296.41 C 295.98 TC 296.43 FL 295.96 FL 295.99
FL 295.97 TC 296.46
P 295.54 TC 295.92
P 295.57
P 295.83
P 295.91 TC 296.35 P 295.51 TC 296.01
P 295.62 TC 296.13 C 296.18 C 296.15 C 296.13 C 296.10 P 295.66 TC 296.08 P 295.61 P 295.49 TC 295.94 C 296.02 C 296.07 P 295.54 P 295.53 TC 296.00 C 296.08
C 296.38
TC 296.37 FL 295.88 FL 295.89
FL 295.74 TC 296.21 C 295.81 FL 295.79 TC 296.24 FL 295.70 FL 295.57 TC 296.08 C 295.75 FL 295.62 FL 295.67 C 295.80 FL 295.73 C 295.87 C 295.95
C 295.79 C 295.93
C 295.87
NO
PRKG
FDC
HP 294.82 HP 294.56
HP 294.27
HP 294.43 HP 294.54
P 295.18 P 295.47 P 295.41
P 295.87 295.97
F-OPT
F-OPT
295.28
295.25
295.38
295.44
295.62
295.50
295.33
295.74
SS SS
W W W
SD SD
A
F F
STOP
2 6
7 8 8
3 3
3 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 2 1 1
297.20
TOE 297.59 HP 298.98
EP 299.82
CR 300.33
EP 299.75
TOE 298.53
298.52 298.46
TOE 298.54 EP 299.50
CR 300.00
EP 299.50
HP 298.56 TOE 297.49
297.04 296.89
TOE 297.35 HP 298.51
EP 299.37
CR 299.71
EP 299.36
TOE 298.58
298.29 298.36
TOE 298.55
EP 299.24
CR 299.57
EP 299.21
HP 298.57 TOE 296.99
296.77 296.86
TOE 297.18 HP 298.08
EP 298.90
CR 299.41
EP 299.02
TOE 298.36
298.10 298.19
TOE 298.37
EP 298.85
CR 299.20
EP 298.81
HP 298.54 TOE 297.08
296.44 296.44
TOE 296.93 HP 298.05
EP 298.78
CR 299.16 EP 298.79
TOE 298.34
298.37
F-OPT
298.22 298.32 EP 298.58
CR 299.09
EP 298.60
HP 297.94 TOE 297.03
296.19 296.38
TOE 296.89 HP 297.60
298.29 EP 298.51
298.35
CR 298.89
EP 298.48
298.33 298.04
298.11 EP 298.27
CR 298.78
EP 298.32 298.07
TOE 296.92
296.33
295.93
TOE 296.48
297.89 EP 298.07
CR 298.49
EP 298.10 298.01
298.03 297.95
297.78 EP 297.91
CR 298.24
EP 297.75 297.62
TOE 296.54
295.88 296.13
TOE 296.22
297.50 EP 297.64
CR 298.08
EP 297.71 297.46
296.87 296.93
297.36 EP 297.70
296.53
297.11 EP 297.42
CR 297.92
EP 297.54 297.28
TOE 296.46
295.73 295.90
TOE 296.32
297.34 EP 297.45 CR 297.79
EP 297.33 296.88
296.47 296.31
296.95 EP 297.27
CR 297.62 EP 297.32 297.16
TOE 296.16
295.53 297.01
TOE 297.45 HP 299.14
EP 299.95 299.74
CR 300.31
EP 299.92 299.48
TOE 298.64
298.46 298.54
TOE 298.77
299.85 EP 300.12
CR 300.40
EP 300.02 299.78
HP 298.98 TOE 297.38
297.02 297.13
TOE 297.74 HP 299.06
300.02 EP 300.25
CR 300.73
EP 300.39 300.03
TOE 298.89
298.52 298.69
TOE 298.98
300.31 EP 300.60
CR 301.02
EP 300.50 300.16
HP 299.26 TOE 297.47
297.29 297.08
TOE 297.67 HP 299.40
300.48 EP 300.69
CR 301.24 EP 300.74 300.34
TOE 299.07
298.80
295.80
295.98
295.97
296.19
296.44
296.44
296.75 296.95 297.07
297.10
297.38 297.43
SS SS

W W W W W W W
SD
G G A

F F F F F
SS W W
STOP
N89°51'02"E 2631.22
7 2 2 2 6 6
8 8
3 3 3
PP
300.91 CR
299.98 OG 298.76 OG
298.41 OG 298.47 OG 298.72 OG299.93 OG 300.63 CR 300.21 CR 299.47 OG 298.55 OG 298.30 OG 298.29 OG 298.49 OG299.35 OG299.64 EP 300.06 CR 299.95 CR 299.53 EP 299.27 OG 298.38 OG 298.38 OG TREE 300.33 EP 300.11 OG 297.69 OG 297.04 297.08 OG OG
297.69 OG 299.97 OG300.11 EP 299.79 EP 299.60 OG 297.77 OG 297.04 OG 297.20 OG
298.21 OG
299.54 OG299.65 EP 299.50 EP299.33 OG 297.32 OG 298.00 OG 300.47 EP 297.76 HP 297.27 OG
299.94 EP
297.24 HP
297.14 OG 297.32 OG
298.44 OG
298.32 OGTREE 298.38 OG
298.67 OG 300.06 EP 300.41 CR 301.07 CR 300.67 EP 298.73 OG 298.61 OG
PP
298.37 OG
298.40 OGTREE
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS
GENERAL DEMOLITION NOTES: PROTECTION NOTES (THIS SHEET ONLY)

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. CONTRACTOR TO REMOVE AND DISPOSE OF ALL VEGETATION,

CONCRETE, IRRIGATION SYSTEMS, ASPHALT, AGGREGATE BASE , SOIL, FENCES, STRUCTURES, ETC. WITHIN APPROXIMATE LIMITS OF
CLEARING, GRUBBING, AND DEMOLITION; UNLESS OTHERWISE NOTEDON THESE PLANS.

3. ALL EXISTING STREET SIGNS THAT CANNOT BE RE-USED SHALL BE RETURNED TO THE CITY OF VISALIA CORP. YARD.

4. ANY EXISTING MANHOLES AND/OR WATER VALVES ENCOUNTERED

WHETHER OR NOT SHOWN ON THESE PLANS SHALL BE PROTECTED
AND ADJUSTED TO FINISH GRADE.

5. ALL CONCRETE AND ASPHALT LOCATED OUTSIDE DEMOLITION LIMITS TO BE PROTECTED IN PLACE.

6. EXISTING IMPROVEMENTS AND UTILITIES TO BE PROTECTED IN PLACE UNLESS SHOWN OTHERWISE ON THESE PLANS.
1 PROTECT IN PLACE EXISTING POWER POLE / UTILITY POLE / GUY WIRE2 PROTECT IN PLACE EXISTING STREET LIGHT3

PROTECT IN PLACE EXISTING SIGN
5 PROTECT IN PLACE EXISTING CONTROL BOX64

PROTECT IN PLACE EXISTING SANITARY SEWER MANHOLE
7 PROTECT IN PLACE EXISTING ASPHALT CONCRETE
8 PROTECT IN PLACE EXISTING FENCE

APPROXIMATE LIMITS OF CLEARING,

GRUBBING, & DEMOLITION
EXIST. ASPHALT CONCRETE REMOVALEXIST. CONCRETE REMOVALEXIST. CURB / CURB & GUTTER REMOVALEXIST. FENCE REMOVALEXIST. VEGETATION REMOVAL LEGEND
EXIST. POWER POLEEXIST. UTILITY POLE
1 DEMOLITION NOTES (THIS SHEET ONLY)

REMOVE & RELOCATE EXISTING POWER / UTILITY POLE / GUY WIRE (TO BE DONE BY SOUTHERN CALIFORNIA EDISON)
2 REMOVE EXISTING ASPHALT CONCRETE3 SAWCUT EXISTING ASPHALT CONCRETE TO A NEAT CLEAN ON-GRADE EDGE 4 5 SAWCUT & REMOVE EXISTING ASPHALT DIKE678

REMOVE EXISTING DRAINAGE INLET

SAWCUT & REMOVE EXISTING CURB & GUTTER / CURB

REMOVE & SALVAGE EXISTING SIGNREMOVE EXISTING STORM DRAIN PIPE & RE-COMPACT AREA AS NEEDED 9 PROTECT IN PLACE EXISTING STORM DRAIN INLETPROTECT IN PLACE EXISTING STORM DRAIN MANHOLEPROTECT IN PLACE EXISTING CURB & GUTTER 10 PROTECT IN PLACE EXISTING FIRE HYDRANT
11 EXIST. VEGETATION PROTECTION
9 REMOVE & RELOCATE EXIST. ELECTRICAL BOX. (TO BE DONE BY SOUTHERN

CALIFORNIA EDISON)

TOPOGRAPHIC & DEMOLITION PLAN
MATCHLINE STA: 21+00 MATCHLINE STA: 33+00
SEE SHEET 4
MATCHLINE STA: 21+00

SEE ABOVE

SEE BELOW
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
271
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 1 1
1 1
1 1 7 1
7 7
1 1
1 298.93
TOE 299.05
300.71 EP 301.04
CR 301.37
EP 300.80 300.53
HP 299.53 TOE 297.99 297.36 297.41
TOE 298.21 HP 299.32
300.53 EP 300.84
CR 301.44
EP 301.11 300.66
TOE 298.97
298.76 298.91
TOE 299.14
301.01 EP 301.29
CR 301.58
EP 300.94 300.68
HP 299.65 TOE 298.46
297.35 297.47
TOE 297.82 HP 300.19
300.96 EP 301.23
CR 301.75
EP 301.48 301.07
TOE 299.36
299.00
1 1
300.90 OG
301.34 OG302.12 OG302.22 EP PP 302.11 EP 301.98 OG 301.07 OG 300.80 OG 300.80 OG
300.91 OG301.63 OG301.78 EP PP GUYGUY
PP
300.47 OG
301.04 OG301.58 OG301.82 EP
301.86 EP301.92 OG 301.84 OG PP TELPED PP
GUY
PP
301.30 OG
TREE TREE 302.10 OG TREE 301.45 OG
301.16 OG 301.58 OG 301.55 EP
301.37 EP 301.20 OG 300.63 OG
300.05 OG TREE
TREE
TREE
BOL
GUY
PP
PP
TREE
TREE
TREE298.66 OG
TREE TREE298.72 OG 299.87 OG301.11 OG 301.38 EP 301.02 EP 300.20 OG 298.80 OG 298.62 OG 301.80 CR 301.67 CR 301.37 EP 300.87 OG 299.17 OG 298.95 OG 298.82 OG 299.07 OG300.86 OG301.16 EP 301.49 CR 301.24 CR 300.91 EP 300.34 OG 298.90 OG 298.68 OG 298.83 OG 298.78 OG300.45 OG300.81 EP 301.17 CR 300.64 OG299.57 OG300.20 OG 301.11 OG301.28 OG 301.57 EP 301.86 CR 301.91 CR 301.72 EP301.58 OG 301.30 OG 300.52 OG 300.01 OG 300.53 OG301.48 OG301.59 EP 302.00 CR 302.08 CR 301.62 EP301.66 OG 300.76 OG 300.25 OG 300.32 OG 300.83 OG301.61 OG301.64 EP 302.12 CR 302.26 CR 301.78 EP 301.72 OG 300.95 OG 300.95 OG 300.73 OG 300.91 OG301.71 OG301.65 EP 302.24 CR 302.38 CR 301.97 EP 301.84 OG 301.01 OG 300.90 OG 300.72 OG 300.97 OG301.98 OG302.03 EP 302.39 CR 302.51 CR 302.11 EP 301.93 OG 301.02 OG 300.72 OG 300.86 OG 301.11 OG302.07 OG302.14 EP 302.53 CR 302.68 CR 302.20 EP302.24 OG 301.17 OG 300.93 OG 300.95 OG 301.30 OG302.29 OG 302.69 CR 302.04 EP 302.06 OG 300.74 OG 300.91 OG 301.96 OG301.97 EP 301.95 EP 301.92 OG 300.84 OG 300.95 OG 301.88 OG301.87 EP 300.47 OG 300.88 OG 301.76 OG301.73 EP 301.83 EP 301.75 OG 300.84 OG 301.16 302.20 OG OG
301.50 OG
301.89 OG301.88 EP 301.90 EP 301.93 OG
301.81 OG
302.36 OG 301.68 OG
301.64 OG
301.86 OG301.81 EP 301.77 EP 301.77 OG
301.16 OG
301.78 OG 300.76 OG
300.59 OG
301.49 OG301.50 EP 301.58 EP301.44 OG
300.38 OG
300.60 299.72 OG OG
299.73 OG
301.32 OG301.28 EP 301.12 EP301.04 OG 297.79 OG
297.43 OG 297.58 OG
297.91 OG
300.76 OG300.90 EP 300.64 EP 300.39 OG 298.13 OG
297.41 297.37 OG OG
298.00 OG 300.46 OG300.54 EP 302.06 EP 300.72 OG 300.69 OG 302.03 EP 301.12 FNC 301.79 FNC
301.14 OG
300.92 OG
301.26 OG
301.46 OG 301.80 EP
297.75 OG 298.17 OG 300.05 OG 301.16 OG PP
300.61 OG 297.91 OG 297.60 OG 298.05 HP
301.38 EP
300.95 RD
RD
300.84 FNC

TREE TREE
300.71 EP
298.08 HP
297.60 HP
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E & T-OH (E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 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 7 1
1 1 1 7 1
PP
301.91 OG
302.28 OG303.42 OG303.66 EP PP
303.20 EP
302.92 OG 301.92 OG
301.70 OG 301.80 OG
302.03 OG303.01 OG303.11 EP
301.53 OG TREE
301.82 OG302.78 OG302.96 EP PP
301.34 TREE TREE OG
301.65 OG302.60 OG302.74 EP
301.30 OG301.48 OG302.43 OG302.66 EP PP 302.41 EP 302.20 OG 301.29 OG 301.13 OG
302.77 CR 302.40 EP302.37 OG 301.20 OG
301.16 OG 301.21 OG
301.32 OG302.36 OG302.40 EP 302.79 CR 302.90 CR 302.55 EP302.54 OG 301.44 OG 301.30 OG 301.38 OG
301.51 OG302.57 OG302.59 EP 302.90 CR 302.99 CR 302.68 EP 302.66 OG 301.62 OG 301.49 OG 301.53 OG 301.62 OG302.71 OG302.82 EP 303.04 CR 303.21 CR 303.00 EP 302.92 OG 301.82 OG 301.53 OG 301.66 OG 301.70 OG 303.00 OG303.02 EP 303.27 CR 303.35 CR 303.05 EP303.09 OG 302.06 OG 301.78 OG 301.79 OG 301.84 OG303.18 OG303.16 EP 303.34 CR 303.69 CR 303.36 EP 303.27 OG 301.84 OG 301.80 OG 301.79 OG 301.93 OG303.40 OG303.42 EP 303.84 CR 303.89 CR 303.40 EP303.36 OG 302.20 OG 301.93 OG 302.04 OG 301.93 OG303.44 OG303.50 EP 303.96 CR 304.00 CR 303.61 EP303.56 OG 302.41 OG 301.97 OG 302.15 OG 302.06 OG303.62 OG303.63 EP 304.06 CR 304.08 CR 303.56 EP OG 302.25 OG 302.21 OG 303.48 EP 303.45 OG 302.08 OG 301.47 OG 301.48 OG
302.18 OG 303.53 OG303.60 EP 303.39 EP 303.28 OG 301.96 OG 301.37 OG 301.17 OG
302.01 OG 303.25 OG303.38 EP 303.32 EP 303.23 OG 301.79 OG 301.02 OG 301.02 OG
301.79 OG
303.15 OG303.20 EP 302.93 EP 302.85 OG 301.81 OG
302.13 OG
302.87 EP302.79 OG 301.98 OG 302.84 EP 302.83 OG 302.12 OG 302.05 OG 301.68 OG
302.00 OG
302.73 OG302.77 EP 302.46 EP 302.24 OG 300.88 OG
300.96 OG 300.58 OG
300.25 OG
302.20 OG302.34 EP 302.31 EP 302.16 OG
300.58 OG
300.87 OG 300.83 OG
300.15 OG
302.16 OG302.34 EP 302.23 EP302.15 OG 301.62 OG
301.64 301.12 OG OG
301.21 OG
302.06 OG302.18 EP 303.47 EP 301.79 HP
301.33 301.08 OG OG
301.74 HP
303.03 EP
UP
301.86 OG TREE 36"
TREE 18" TREE 18" 301.82TREE 18" OG
302.80 EP
301.79 OG
302.59 FNC
301.50 FNC
300.69 FNC300.89 FNC
301.12 OG
302.02 OG 302.69 EP 302.40 EP 300.19 OG
300.76 300.90 OG FNC 301.05 OG
300.21 OG
302.38 EP
300.80 OG
301.30 OG 301.63 OG 301.46 FNC
301.20 FNC 301.24 OG 300.91 OG
302.25 EP
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS GENERAL DEMOLITION NOTES: PROTECTION NOTES (THIS SHEET ONLY)

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. CONTRACTOR TO REMOVE AND DISPOSE OF ALL VEGETATION,

CONCRETE, IRRIGATION SYSTEMS, ASPHALT, AGGREGATE BASE , SOIL, FENCES, STRUCTURES, ETC. WITHIN APPROXIMATE LIMITS OF
CLEARING, GRUBBING, AND DEMOLITION; UNLESS OTHERWISE NOTEDON THESE PLANS.

3. ALL EXISTING STREET SIGNS THAT CANNOT BE RE-USED SHALL BE RETURNED TO THE CITY OF VISALIA CORP. YARD.

4. ANY EXISTING MANHOLES AND/OR WATER VALVES ENCOUNTERED

WHETHER OR NOT SHOWN ON THESE PLANS SHALL BE PROTECTED
AND ADJUSTED TO FINISH GRADE.

5. ALL CONCRETE AND ASPHALT LOCATED OUTSIDE DEMOLITION LIMITS TO BE PROTECTED IN PLACE.

PROTECT IN PLACE EXISTING SIGN
5 PROTECT IN PLACE EXISTING CONTROL BOX64

PROTECT IN PLACE EXISTING SANITARY SEWER MANHOLE
7 PROTECT IN PLACE EXISTING ASPHALT CONCRETE
8 PROTECT IN PLACE EXISTING FENCE

APPROXIMATE LIMITS OF CLEARING,

REMOVE EXISTING DRAINAGE INLET

SAWCUT & REMOVE EXISTING CURB & GUTTER / CURB

CALIFORNIA EDISON)

TOPOGRAPHIC & DEMOLITION PLAN
MATCHLINE STA: 45+00

SEE BELOW
MATCHLINE STA: 33+00
SEE SHEET 3
MATCHLINE STA: 45+00

SEE ABOVE
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
MATCHLINE STA: 57+00
SEE SHEET 5
CITY OF VISALIA: CITY WILL NEED TO COORDINATE REMOVAL
OF CORRAL WITH LANDOWNER. THERE IS NOT ENOUGH ROOM
BETWEEN PROPOSED C&G AND EXIST. DAIRY CORRAL.
272
GENERAL DEMOLITION NOTES: PROTECTION NOTES (THIS SHEET ONLY)

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. CONTRACTOR TO REMOVE AND DISPOSE OF ALL VEGETATION,

CONCRETE, IRRIGATION SYSTEMS, ASPHALT, AGGREGATE BASE , SOIL, FENCES, STRUCTURES, ETC. WITHIN APPROXIMATE LIMITS OF
CLEARING, GRUBBING, AND DEMOLITION; UNLESS OTHERWISE NOTEDON THESE PLANS.

3. ALL EXISTING STREET SIGNS THAT CANNOT BE RE-USED SHALL BE RETURNED TO THE CITY OF VISALIA CORP. YARD.

4. ANY EXISTING MANHOLES AND/OR WATER VALVES ENCOUNTERED

WHETHER OR NOT SHOWN ON THESE PLANS SHALL BE PROTECTED
AND ADJUSTED TO FINISH GRADE.

5. ALL CONCRETE AND ASPHALT LOCATED OUTSIDE DEMOLITION LIMITS TO BE PROTECTED IN PLACE.

PROTECT IN PLACE EXISTING SIGN
5 PROTECT IN PLACE EXISTING CONTROL BOX64

PROTECT IN PLACE EXISTING SANITARY SEWER MANHOLE
7 PROTECT IN PLACE EXISTING ASPHALT CONCRETE
8 PROTECT IN PLACE EXISTING FENCE

APPROXIMATE LIMITS OF CLEARING,

REMOVE EXISTING DRAINAGE INLET

SAWCUT & REMOVE EXISTING CURB & GUTTER / CURB

CALIFORNIA EDISON)
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
65+00
66+00 67+00 68+00 69+00
7 7
1 7
7 7
1 1
7 304.30 EP 303.60 OG 302.58 OG
TREE 36"

TREE TREE

TREE TREE
TREE
TREE 303.42 OG
303.76 OG
TREE
TREE

TREE TREE
TREE
TREE
GUYGUY
304.03 EP 303.64 OG 304.25 EPPP SP 48" 300.05 OG 299.72 FL PIPE 301.89 OG 304.33 EP303.96 OG GUY
302.42 OG
304.31 EP303.41 OG302.43 OG 304.22 EP 303.91 OG 303.53 OG 304.13 OG 303.89 OG

TREE TREE
TREE
302.65 OG
TREE
E
302.39 TREE TREE OG
302.52 OG303.96 OG304.27 EP PP
302.48 OG
302.40 OG303.66 OG304.16 EP
302.22 OG
302.19 OG303.42 OG303.77 EP
302.34 OG
302.18 OG303.82 OG303.87 EP 304.35 CR 304.41 CR 303.96 EP303.90 OG 302.55 OG 302.35 OG 302.50 OG 302.14 OG304.08 OG304.17 EP 304.59 CR 304.74 CR 304.27 EP 304.16 OG 302.56 OG 302.50 OG 302.70 OG
302.55 OG
302.57 OG304.22 OG 304.21 EP 304.75 CR 304.70 304.23 CR EP 304.12 OG 303.45 OG 302.85 OG 302.45 OG
304.64 CR
302.72 OG
304.12 OG
304.20 EP 304.69 CR
304.65 CR
304.31 EP 304.04 OG 303.93 OG
304.14 EP 304.10 OG 302.54 OG
301.82 OG
304.19 EP 304.06 OG 302.57 OG
301.88 OG
304.19 EP 304.02 OG 302.46 OG
301.80 OG 301.78 OG
302.26 OG
303.88 OG304.02 EP 303.79 EP 303.68 OG 302.28 OG
301.63 OG 301.55 OG
302.33 OG 303.60 OG303.72 EP
303.47 OG 304.58 CR
304.37 CR
303.70 OG
304.11 EP 304.38 CR 303.41 LIP303.28 FL 303.72 TC
303.60 TC303.16 FL 303.31 LIP 304.45 CR 304.10 EP303.59 OG 302.39 HP
301.78 OG
304.11 EP
304.73 CR
302.48 HP
304.13 EP 304.03 EP 303.92 EP303.05 HP
302.99 HP302.99 HP 302.20 OG302.37 HP 303.68 HP
302.69 HP
304.16 EP 301.54 SW
301.59 299.62SW SW
299.46 FL PIPE
302.30 OG 304.12 EP 304.40 CR
302.41
303.69 TC303.34 FL 303.45 LIP 303.83 BSW 304.08 BSW
303.73 TC303.32 FL 303.44 304.12 LIP TC 303.61 FL 303.66 LIP SDMHRIM304.01 304.20 P WV 304.26 CR

LTE CBOX
PP
303.69 OG
304.06 OG 305.33 TC
304.28 LIP304.13 FL 304.58 TC 304.65 BSW 304.72 BSW304.47 WALL LTE CBOX 304.40 BSW 304.39 BSW 303.69 V 304.08 TC 303.64 FL 303.77 FL 304.19 TC 304.29 BSW 304.26 BSW 304.36 BSW 304.35 BSW 304.34 BSW 303.84 FL 304.29 304.25 TC TC 303.84 FL 303.53 V 303.42 V 304.20 TC303.73 FL 304.30 BSW 304.26 BSW 304.14 TC 303.70 FL303.62 FL 304.06 TC 304.19 BSW 304.13 BSW 303.38 FL 303.82 TC 303.31 V303.45 LIP303.85 TC CBOX DI 303.04 303.60 LIP 304.17 TC303.72 FL 303.84 LIP 304.33 CR
303.98 FL 304.51 TCPP
303.99 OG
303.66 OG
303.98 OG
304.28 OG 305.17 TC304.64 FL
304.12 LIP 303.97 FL 304.41 TC
304.98 TC 304.44 FL 304.31 FL304.86 TC 304.13 FL 304.60 TC 304.24 TC 303.75 FL 303.50 FL 304.02 TC 304.23 CR304.36 TC 303.86 FL304.26 FL 304.28 FL 304.63 TC
304.78 CR 304.12 EP 302.48 HP
302.04 OG 301.86 OG
302.38 HP
303.96 EP
301.67 OG
301.90 HP
303.72 EP
IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
TELPED
CVIN 3-5' W
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS

TELEPHONE PEDESTAL
(E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) W (E) W
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W 9 9+00
10+00
11+00
1 1
69+00 70+00 71+00 72+00 73+00 74+00 75+00
304.07 OG
304.42 OG 305.73 TC 305.23 FL
304.72 LIP304.54 FL 304.99 TC 305.04 BSW 305.11 BSW
305.10 WALL
WV
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS

TOPOGRAPHIC & DEMOLITION PLAN
MATCHLINE STA: 57+00
SEE SHEET 4
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
MATCHLINE STA: 69+00

SEE BELOW
CITY OF VISALIA & 4CREEKS NEED TOCOORDINATE WITH LANDOWNER TO DETERMINE REPLACEMENT OF IRRIGATION SYSTEM.

MATCHLINE STA: 69+00

SEE ABOVE
273
GENERAL DEMOLITION NOTES: PROTECTION NOTES (THIS SHEET ONLY)

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. CONTRACTOR TO REMOVE AND DISPOSE OF ALL VEGETATION,

CONCRETE, IRRIGATION SYSTEMS, ASPHALT, AGGREGATE BASE , SOIL, FENCES, STRUCTURES, ETC. WITHIN APPROXIMATE LIMITS OF
CLEARING, GRUBBING, AND DEMOLITION; UNLESS OTHERWISE NOTEDON THESE PLANS.

3. ALL EXISTING STREET SIGNS THAT CANNOT BE RE-USED SHALL BE RETURNED TO THE CITY OF VISALIA CORP. YARD.

4. ANY EXISTING MANHOLES AND/OR WATER VALVES ENCOUNTERED

WHETHER OR NOT SHOWN ON THESE PLANS SHALL BE PROTECTED
AND ADJUSTED TO FINISH GRADE.

5. ALL CONCRETE AND ASPHALT LOCATED OUTSIDE DEMOLITION LIMITS TO BE PROTECTED IN PLACE.

PROTECT IN PLACE EXISTING SIGN
5 PROTECT IN PLACE EXISTING CONTROL BOX64

PROTECT IN PLACE EXISTING SANITARY SEWER MANHOLE
7 PROTECT IN PLACE EXISTING ASPHALT CONCRETE
8 PROTECT IN PLACE EXISTING FENCE

APPROXIMATE LIMITS OF CLEARING,

REMOVE EXISTING DRAINAGE INLET

SAWCUT & REMOVE EXISTING CURB & GUTTER / CURB

CALIFORNIA EDISON)
62+00
63+00
64+00
7 304.30 EP 303.60 OG 302.58 OG TREE 36" TREE TREETREE

TREETREETREE
303.42 OG 303.76 OGTREE TREETREE

TREETREETREE
GUYGUY
304.03 EP 303.64 OG
304.25 EPPP SP 48" 300.05 OG 299.72 FL PIPE 301.89 OG 304.33 EP303.96 OG GUY302.42 OG 304.31 EP303.41 OG302.43 OG 304.43 EP303.52 OG 302.70 OG PP GUY GUY 302.73 OG 303.84 OG 304.56 EP 304.64 EP303.65 OG 302.84 OG 303.45 OG
303.85 OG304.50 EP 304.24 EP 303.55 OG
303.59 OG 303.60 OG
303.72 OG304.27 EP 304.22 EP 303.91 OG
303.53 OG 304.13 OG
303.89 OG
TREE TREETREE 302.65 OG
TREE E 302.70 OG 304.70 CR 304.23 304.12 OG 303.45 OG 302.85 302.45 OG 304.64 CR 302.72 OG 304.12 OG 304.20 EP 304.69 CR 304.65 CR 304.90 CR 304.35 EP 304.00 OG 302.80 OG 302.65 OG 302.68 OG 302.91 OG 304.09 OG 304.31 EP 304.77 CR 304.94 CR 304.64 EP304.31 OG302.96 OG 302.78 OG 302.72 OG 302.86 OG 304.38 OG 304.79 EP 305.30 CR 304.68 EP 304.18 OG 303.67 303.61 OG OG
303.90 OG304.38 EP 304.17 EP 303.56 OG
303.57 OG 303.79 OG
303.95 OG 304.40 EP 304.31 EP 304.04 OG
303.93 OG
304.14 EP 304.10 302.54 OG OG 301.82 OG
303.47 OG
304.58 CR 304.37 CR
303.70 OG
304.11 EP
304.38 CR
303.41 LIP303.28 FL 303.72 TC 303.60 TC303.16 FL 303.31 LIP 304.45 CR 304.10 EP303.59 OG 303.42 OG 303.84 EP 304.33 CR 303.13 LIP302.98 FL 303.42 TC 303.29 TC 302.87 FL 303.00 LIP 304.22 CR 303.80 EP303.48 OG 303.34 OG 303.84 EP 304.19 CR 303.23 LIP303.11 FL 303.52 TC 303.63 TC303.23 FL 303.36 LIP 303.75 P
304.12 CR 303.78 EP
303.43 OG
302.39 HP 301.78 OG 304.11 EP 304.73 CR
302.48 HP 304.13 EP
304.03 EP
303.92 EP303.05 HP
302.99 HP302.99 HP 302.20 OG302.37 HP 303.68 HP
302.69 HP 304.16 EP 301.54 SW 301.59 SW 299.62 SW 299.46 FL PIPE 302.30 OG 304.12 EP 304.40 CR
302.41 FL PIPE TANK VP 300.60 FL PIPE ESPUP SP PP 301.74 OG 303.79 EP
304.24 CR
303.00 LIP302.93 FL 303.38 TC
303.47 BSW 303.66 SW 303.43 WALL

LTE CBOX CBOX
303.34 SDMHRIM
302.00 OG
301.83 HP
303.87 EP 302.48 HP
304.22 CR
303.24 LIP303.06 FL 303.47 TC
303.55 BSW 303.58 BSW 303.79 WALL
303.58 TC 303.12 FL 303.22 LIP 303.57
303.78 P304.09 CR 303.81 EP PP
301.94
303.69 TC303.34 FL 303.45 LIP
303.83 BSW 304.08 BSW
303.73 TC303.32 FL 303.44 LIP
304.12 TC 303.61 FL 303.66 LIP
304.01 SDMHRIM 304.20 P WV 304.26 CR
304.30 BSW 304.26 BSW 304.14 TCFL 303.62 FL 304.06 TC 304.19 BSW 304.13 BSW 303.38 FL303.82 TC 303.31 V303.45 LIP303.85 TC CBOX 303.04 DI 303.50 FL 304.02 TC 304.23 CR
304.36 TC 303.86 FL304.26 FL 304.28 FL 304.63 TC 304.78 CR IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG TELPED CVIN 3-5' W
CVIN 2-4' W
CVIN 2-4' W
CVIN 8-10'' W
(E) GAS (E) GAS (E) GAS (E) GAS

TELEPHONE PEDESTAL
(E) CVIN (E) CVIN (E) CVIN
(E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W
(E) W (E) W (E) W
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 TOPOGRAPHIC & DEMOLITION PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
274
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 295.90
TOE 296.32
297.34 EP 297.45 CR 297.79
EP 297.33 296.88
296.47 296.31
296.95 EP 297.27 CR 297.62 EP 297.32 297.16
TOE 296.16
295.53 295.52
TOE 295.96
HP 296.69
EP 297.11
CR 297.49
EP 297.12 296.82
296.05 296.20
296.80 EP 297.01
CR 297.40
EP 297.07
HP 296.64 TOE 295.80
295.14 295.33
TOE 295.78
HP 296.55
EP 296.99
CR 297.30
EP 296.91 296.50
296.13 296.11
296.49 EP 296.78
CR 297.19
EP 296.87 296.72
TOE 295.76
295.09 295.16
TOE 295.49
296.64 EP 296.77
CR 297.11
EP 296.69 296.45
295.96 296.02
296.45 EP 296.65
CR 296.95
EP 296.61
296.07 TOE 295.37
295.29
295.35
296.32 EP 296.49
CR 296.87
EP 296.52 296.33
295.90 295.99
296.24 EP 296.41
CR 296.82
EP 296.40
295.06 295.06
EP 296.43
CR 296.70
EP 296.43
295.99
295.97
296.10 EP 296.30
CR 296.57
EP 296.18
295.24 295.04
295.81 EP 295.98
CR 296.38 EP 296.10
295.95
FL 295.95 TC 296.30 TC 296.40 FL 295.88 FL 295.90 FL 295.96 TC 296.41 C 295.98 TC 296.43 FL 295.96 FL 295.99
FL 295.97 TC 296.46
P 295.54 TC 295.92
P 295.57
P 295.83
P 295.91 TC 296.35 P 295.51 TC 296.01
P 295.62 TC 296.13 C 296.18 C 296.15 C 296.13 C 296.10 P 295.66 TC 296.08 P 295.61 P 295.49 TC 295.94 C 296.02 C 296.07 P 295.54 P 295.53 TC 296.00 C 296.08
C 296.38
TC 296.37 FL 295.88 FL 295.89
FL 295.74 TC 296.21 C 295.81 FL 295.79 TC 296.24 FL 295.70 FL 295.57 TC 296.08 C 295.75 FL 295.62 FL 295.67 C 295.80 FL 295.73 C 295.87 C 295.95
C 295.79 C 295.93
C 295.87
NO
PRKG
FDC
HP 294.82 HP 294.56
HP 294.27
HP 294.43 HP 294.54
P 295.18 P 295.47 P 295.41
P 295.87 295.97
F-OPT
F-OPT
295.28
295.25
295.38
295.44
295.62
295.50
295.33
295.74
295.80
SS SS
W W W

SD SD SD
F F F

CLEAN AIR

VANPOOL/EV
STOP

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV
N89°51'02"E 2631.22
PP
300.91 CR
299.98 OG 298.76 OG
298.41 OG 298.47 OG 298.72 OG299.93 OG 300.63 CR 300.21 CR 299.47 OG 298.55 OG 298.30 OG 298.29 OG 298.49 OG299.35 OG299.64 EP 300.06 CR 299.95 CR 299.53 EP 299.27 OG 298.38 OG 298.38 OG TREE 300.33 EP 300.11 OG 297.69 OG 297.04 297.08 OG OG
297.69 OG 299.97 OG300.11 EP 299.79 EP 299.60 OG 297.77 OG 297.04 OG 297.20 OG
298.21 OG
299.54 OG299.65 EP 299.50 EP299.33 OG 297.32 OG 298.00 OG 300.47 EP 297.76 HP 297.27 OG
299.94 EP
297.24 HP
297.14 OG 297.32 OG
298.44 OG
298.32 OGTREE 298.38 OG
298.67 OG 300.06 EP 300.41 CR 301.07 CR 300.67 EP 298.73 OG 298.61 OG
PP
298.37 OG
298.40 OGTREE
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 297.20
TOE 297.59 HP 298.98
EP 299.82
CR 300.33
EP 299.75
TOE 298.53
298.52 298.46
TOE 298.54
EP 299.50
CR 300.00
EP 299.50
HP 298.56 TOE 297.49
297.04 296.89
TOE 297.35 HP 298.51
EP 299.37
CR 299.71
EP 299.36
TOE 298.58
298.29 298.36
TOE 298.55
EP 299.24
CR 299.57
EP 299.21
HP 298.57 TOE 296.99
296.77 296.86
TOE 297.18 HP 298.08
EP 298.90
CR 299.41
EP 299.02
TOE 298.36
298.10 298.19
TOE 298.37
EP 298.85
CR 299.20
EP 298.81
HP 298.54 TOE 297.08
296.44 296.44
TOE 296.93 HP 298.05
EP 298.78
CR 299.16 EP 298.79
TOE 298.34
298.37
F-OPT
298.22 298.32 EP 298.58
CR 299.09
EP 298.60
HP 297.94 TOE 297.03
296.19 296.38
TOE 296.89 HP 297.60
298.29 EP 298.51
298.35
CR 298.89
EP 298.48
298.33 298.04
298.11 EP 298.27
CR 298.78
EP 298.32 298.07
TOE 296.92
296.33
295.93
TOE 296.48
297.89 EP 298.07
CR 298.49
EP 298.10 298.01
298.03 297.95
297.78 EP 297.91
CR 298.24
EP 297.75 297.62
TOE 296.54
296.13 295.88
TOE 296.22
297.50 EP 297.64
CR 298.08
EP 297.71 297.46
296.87 296.93
297.36 EP 297.70
296.53
297.11 EP 297.42
CR 297.92
EP 297.54 297.28
TOE 296.46
295.73 295.90
TOE 296.32
297.34 EP 297.45 CR 297.79
EP 297.33 296.88
296.47 296.31
296.95 EP 297.27
CR 297.62 EP 297.32 297.16
TOE 296.16 295.53 297.01
TOE 297.45 HP 299.14
EP 299.95 299.74
CR 300.31
EP 299.92 299.48
TOE 298.64
298.46 298.54
TOE 298.77
299.85 EP 300.12
CR 300.40
EP 300.02 299.78
HP 298.98 TOE 297.38
297.02 297.13
TOE 297.74 HP 299.06
300.02 EP 300.25
CR 300.73
EP 300.39 300.03
TOE 298.89
298.52 298.69
TOE 298.98
300.31 EP 300.60
CR 301.02
EP 300.50 300.16
HP 299.26 TOE 297.47
297.29 297.08
TOE 297.67 HP 299.40
300.48 EP 300.69
CR 301.24 EP 300.74 300.34
TOE 299.07
298.80
295.80
295.98
295.97
296.19
296.44
296.44
296.75 296.95 297.07
297.10
297.38 297.43
SS SS

W W W W W W W
SD

F F F F F
SS W W
STOP

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV
N89°51'02"E 2631.22
GENERAL UTILITY NOTES:

1. THE UTILITY INFORMATION SHOWN ON THESE PLANS IS BASED ON

UTILITY PLATS RECEIVED FROM THE UTILITY COMPANIES, ABOVE

GROUND IMPROVEMENTS IDENTIFIED DURING THE TOPOGRAPHIC

SURVEY STAGE, USA MARKINGS PROVIDED DURING PRELIMINARY
POTHOLING, AND SOME PRELIMINARY POTHOLING INFORMATION. IT

SHALL BE THE RESPONSIBILITY OF EACH UTILITY COMPANY TO
REVIEW THIS DRAWING AND VERIFY THAT THE LOCATIONS OF THEIRUTILITIES ARE ACCURATELY SHOWN AND CALLED OUT. NOTIFY THE CITY'S CONSULTANT WITH ANY CORRECTIONS AS SOON AS POSSIBLE.

2. THIS PLAN CALLS OUT SOME OF THE MAJOR UTILITY CONFLICT LOCATIONS THAT NEED TO BE RESOLVED. THERE WILL MOST LIKELYBE OTHER CONFLICT POINTS THAT THE UTILITY COMPANY DISCOVERS THAT NEED TO BE RESOLVED. UTILITY COMPANY SHALL CLEARLY IDENTIFY ALL CONFLICT POINTS AND NEW IMPROVEMENTS ON THEIRRELOCATION PLANS.

3. UTILITY TO ALSO INCLUDE LATERAL RELOCATIONS AND MORE MINOR INFRASTRUCTURE RELOCATIONS ON THEIR PLANS.

4. REFER TO COVER AND DEMO SHEETS FOR BENCHMARKS, GENERAL NOTES, & INFORMATION.

5. TOPO SURVEY FADED IN THE BACKGROUND OF THE PLAN.6. ALL UTILITIES REQUIRED TO ADJUST INFRASTRUCTURE TO GRADE.

EXIST.ASPHALT CONCRETEPROPOSED ASPHALT CONCRETEPROPOSED CONCRETEDETECTABLE WARNING SURFACEMEDIAN STAMPED CONCRETEPROPOSED STREET LIGHTING SINGLE HEAD LEGEND
P XXX.XX = PROPOSED PAVEMENT ELEVATIONP (XXX.XX) = EXISTING PAVEMENT ELEVATION PROPOSED STORM OR SEWER MANHOLE TYP.PROPOSED STREET LIGHT PULL BOXEXIST. POWER POLEEXIST. UTILITY POLE

WATER KEYNOTES (THIS SHEET ONLY) UTILITY CONFLICT KEYNOTES (THIS SHEET ONLY) POTHOLING KEYNOTES (THIS SHEET ONLY) 1 XXX. U1 XXX. P1 XXX.

MATCHLINE STA: 21+00 MATCHLINE STA: 33+00
SEE SHEET 8
MATCHLINE STA: 21+00

SEE ABOVE

SEE BELOW

UTILITY & POTHOLING PLAN

UTILITY ABBREVIATION LEGEND

DTT - DEPTH TO TOP
ATT - AT&T INC.

COM - COMCASTCW - CALWATERSCE - SOUTHERN CALIFORNIA EDISONSCG - SOUTHERN CALIFORNIA GASCNTL - CENTURY LINK

EXISTING UTILITY LINE LEGEND
(E) AT&T UG ATT UNDERGROUND

COM UNDERGROUNDCWSCE OVERHEAD
(E) COMCAST UG
(E) E OH

SCE AND COM OVERHEADSCE, ATT AND COM OVERHEADSCG
(E) E&C OH
(E) E,T&C OH
(E) W (E) GAS
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
275
300.90 OG
301.34 OG302.12 OG302.22 EP PP 302.11 EP 301.98 OG 301.07 OG 300.80 OG 300.80 OG
300.91 OG301.63 OG301.78 EP PP GUYGUY
PP
300.47 OG
301.04 OG301.58 OG301.82 EP
301.86 EP301.92 OG 301.84 OG PP TELPED PP
GUY
PP
301.30 OG
TREE TREE 302.10 OG TREE 301.45 OG
301.16 OG 301.58 OG 301.55 EP
301.37 EP 301.20 OG 300.63 OG
300.05 OG TREE
TREE
TREE
BOL
GUY
PP
PP
TREE
TREE
TREE298.66 OG
TREE TREE298.72 OG 299.87 OG301.11 OG 301.38 EP 301.02 EP 300.20 OG 298.80 OG 298.62 OG 301.80 CR 301.67 CR 301.37 EP 300.87 OG 299.17 OG 298.95 OG 298.82 OG 299.07 OG300.86 OG301.16 EP 301.49 CR 301.24 CR 300.91 EP 300.34 OG 298.90 OG 298.68 OG 298.83 OG 298.78 OG300.45 OG300.81 EP 301.17 CR 300.64 OG299.57 OG300.20 OG 301.11 OG301.28 OG 301.57 EP 301.86 CR 301.91 CR 301.72 EP301.58 OG 301.30 OG 300.52 OG 300.01 OG 300.53 OG301.48 OG301.59 EP 302.00 CR 302.08 CR 301.62 EP301.66 OG 300.76 OG 300.25 OG 300.32 OG 300.83 OG301.61 OG301.64 EP 302.12 CR 302.26 CR 301.78 EP 301.72 OG 300.95 OG 300.95 OG 300.73 OG 300.91 OG301.71 OG301.65 EP 302.24 CR 302.38 CR 301.97 EP 301.84 OG 301.01 OG 300.90 OG 300.72 OG 300.97 OG301.98 OG302.03 EP 302.39 CR 302.51 CR 302.11 EP 301.93 OG 301.02 OG 300.72 OG 300.86 OG 301.11 OG302.07 OG302.14 EP 302.53 CR 302.68 CR 302.20 EP302.24 OG 301.17 OG 300.93 OG 300.95 OG 301.30 OG302.29 OG 302.69 CR 302.04 EP 302.06 OG 300.74 OG 300.91 OG 301.96 OG301.97 EP 301.95 EP 301.92 OG 300.84 OG 300.95 OG 301.88 OG301.87 EP 300.47 OG 300.88 OG 301.76 OG301.73 EP 301.83 EP 301.75 OG 300.84 OG 301.16 302.20 OG OG
301.50 OG
301.89 OG301.88 EP 301.90 EP 301.93 OG
301.81 OG
302.36 OG 301.68 OG
301.64 OG
301.86 OG301.81 EP 301.77 EP 301.77 OG
301.16 OG
301.78 OG 300.76 OG
300.59 OG
301.49 OG301.50 EP 301.58 EP301.44 OG
300.38 OG
300.60 299.72 OG OG
299.73 OG
301.32 OG301.28 EP 301.12 EP301.04 OG 297.79 OG
297.43 OG 297.58 OG
297.91 OG
300.76 OG300.90 EP 300.64 EP 300.39 OG 298.13 OG
297.41 297.37 OG OG
298.00 OG 300.46 OG300.54 EP 302.06 EP 300.72 OG 300.69 OG 302.03 EP 301.12 FNC 301.79 FNC
301.14 OG
300.92 OG
301.26 OG
301.46 OG 301.80 EP
297.75 OG 298.17 OG 300.05 OG 301.16 OG PP
300.61 OG 297.91 OG 297.60 OG 298.05 HP
301.38 EP
300.95 RD
RD
300.84 FNC

TREE TREE
300.71 EP
298.08 HP
297.60 HP
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E & T-OH (E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS cl 20ft wide
cl 20ft wide
cl 25ft iron
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+00 298.93
TOE 299.05
300.71 EP 301.04
CR 301.37
EP 300.80 300.53
HP 299.53 TOE 297.99 297.36 297.41
TOE 298.21 HP 299.32
300.53 EP 300.84
CR 301.44
EP 301.11 300.66
TOE 298.97
298.76 298.91
TOE 299.14
301.01 EP 301.29
CR 301.58
EP 300.94 300.68
HP 299.65 TOE 298.46
297.35 297.47
TOE 297.82 HP 300.19
300.96 EP 301.23
CR 301.75
EP 301.48 301.07
TOE 299.36
299.00
PP
301.91 OG
302.28 OG303.42 OG303.66 EP PP
303.20 EP
302.92 OG 301.92 OG
301.70 OG 301.80 OG
302.03 OG303.01 OG303.11 EP
301.53 OG TREE
301.82 OG302.78 OG302.96 EP PP
301.34 TREE TREE OG
301.65 OG302.60 OG302.74 EP
301.30 OG301.48 OG302.43 OG302.66 EP PP 302.41 EP 302.20 OG 301.29 OG 301.13 OG
302.77 CR 302.40 EP302.37 OG 301.20 OG
301.16 OG 301.21 OG
301.32 OG302.36 OG302.40 EP 302.79 CR 302.90 CR 302.55 EP302.54 OG 301.44 OG 301.30 OG 301.38 OG
301.51 OG302.57 OG302.59 EP 302.90 CR 302.99 CR 302.68 EP 302.66 OG 301.62 OG 301.49 OG 301.53 OG 301.62 OG302.71 OG302.82 EP 303.04 CR 303.21 CR 303.00 EP 302.92 OG 301.82 OG 301.53 OG 301.66 OG 301.70 OG 303.00 OG303.02 EP 303.27 CR 303.35 CR 303.05 EP303.09 OG 302.06 OG 301.78 OG 301.79 OG 301.84 OG303.18 OG303.16 EP 303.34 CR 303.69 CR 303.36 EP 303.27 OG 301.84 OG 301.80 OG 301.79 OG 301.93 OG303.40 OG303.42 EP 303.84 CR 303.89 CR 303.40 EP303.36 OG 302.20 OG 301.93 OG 302.04 OG 301.93 OG303.44 OG303.50 EP 303.96 CR 304.00 CR 303.61 EP303.56 OG 302.41 OG 301.97 OG 302.15 OG 302.06 OG303.62 OG303.63 EP 304.06 CR 304.08 CR 303.56 EP OG 302.25 OG 302.21 OG 303.48 EP 303.45 OG 302.08 OG 301.47 OG 301.48 OG
302.18 OG 303.53 OG303.60 EP 303.39 EP 303.28 OG 301.96 OG 301.37 OG 301.17 OG
302.01 OG 303.25 OG303.38 EP 303.32 EP 303.23 OG 301.79 OG 301.02 OG 301.02 OG
301.79 OG
303.15 OG303.20 EP 302.93 EP 302.85 OG 301.81 OG
302.13 OG
302.87 EP302.79 OG 301.98 OG 302.84 EP 302.83 OG 302.12 OG 302.05 OG 301.68 OG
302.00 OG
302.73 OG302.77 EP 302.46 EP 302.24 OG 300.88 OG
300.96 OG 300.58 OG
300.25 OG
302.20 OG302.34 EP 302.31 EP 302.16 OG
300.58 OG
300.87 OG 300.83 OG
300.15 OG
302.16 OG302.34 EP 302.23 EP302.15 OG 301.62 OG
301.64 301.12 OG OG
301.21 OG
302.06 OG302.18 EP 303.47 EP 301.79 HP
301.33 301.08 OG OG
301.74 HP
303.03 EP
UP
301.86 OG TREE 36"
TREE 18" TREE 18" 301.82TREE 18" OG
302.80 EP
301.79 OG
302.59 FNC
301.50 FNC
300.69 FNC300.89 FNC
301.12 OG
302.02 OG 302.69 EP 302.40 EP 300.19 OG
300.76 300.90 OG FNC 301.05 OG
300.21 OG
302.38 EP
300.80 OG
301.30 OG 301.63 OG 301.46 FNC
301.20 FNC 301.24 OG 300.91 OG
302.25 EP
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 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 GENERAL UTILITY NOTES:

1. THE UTILITY INFORMATION SHOWN ON THESE PLANS IS BASED ON

UTILITY PLATS RECEIVED FROM THE UTILITY COMPANIES, ABOVE

GROUND IMPROVEMENTS IDENTIFIED DURING THE TOPOGRAPHIC

SURVEY STAGE, USA MARKINGS PROVIDED DURING PRELIMINARY
POTHOLING, AND SOME PRELIMINARY POTHOLING INFORMATION. IT

3. UTILITY TO ALSO INCLUDE LATERAL RELOCATIONS AND MORE MINOR INFRASTRUCTURE RELOCATIONS ON THEIR PLANS.

4. REFER TO COVER AND DEMO SHEETS FOR BENCHMARKS, GENERAL NOTES, & INFORMATION.

5. TOPO SURVEY FADED IN THE BACKGROUND OF THE PLAN.6. ALL UTILITIES REQUIRED TO ADJUST INFRASTRUCTURE TO GRADE.

WATER KEYNOTES (THIS SHEET ONLY) UTILITY CONFLICT KEYNOTES (THIS SHEET ONLY) POTHOLING KEYNOTES (THIS SHEET ONLY) 1 XXX. U1 XXX. P1 XXX.

MATCHLINE STA: 45+00

SEE BELOW
MATCHLINE STA: 33+00
SEE SHEET 7
MATCHLINE STA: 45+00

SEE ABOVE

UTILITY & POTHOLING PLAN
MATCHLINE STA: 57+00
SEE SHEET 9

EXISTING UTILITY LINE LEGEND
(E) AT&T UG ATT UNDERGROUND

COM UNDERGROUNDCWSCE OVERHEAD
(E) COMCAST UG
(E) E OH

SCE AND COM OVERHEADSCE, ATT AND COM OVERHEADSCG
(E) E&C OH
(E) E,T&C OH
(E) W (E) GAS

UTILITY ABBREVIATION LEGEND

DTT - DEPTH TO TOP
ATT - AT&T INC.

COM - COMCASTCW - CALWATERSCE - SOUTHERN CALIFORNIA EDISONSCG - SOUTHERN CALIFORNIA GASCNTL - CENTURY LINK DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
276
304.30 EP 303.60 OG 302.58 OG
TREE 36"

TREE TREE

TREE TREE
TREE
TREE 303.42 OG
303.76 OG
TREE
TREE

TELEPHONE PEDESTAL
(E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) W (E) W
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 GENERAL UTILITY NOTES:

1. THE UTILITY INFORMATION SHOWN ON THESE PLANS IS BASED ON

UTILITY PLATS RECEIVED FROM THE UTILITY COMPANIES, ABOVE

GROUND IMPROVEMENTS IDENTIFIED DURING THE TOPOGRAPHIC

SURVEY STAGE, USA MARKINGS PROVIDED DURING PRELIMINARY
POTHOLING, AND SOME PRELIMINARY POTHOLING INFORMATION. IT

3. UTILITY TO ALSO INCLUDE LATERAL RELOCATIONS AND MORE MINOR INFRASTRUCTURE RELOCATIONS ON THEIR PLANS.

4. REFER TO COVER AND DEMO SHEETS FOR BENCHMARKS, GENERAL NOTES, & INFORMATION.

5. TOPO SURVEY FADED IN THE BACKGROUND OF THE PLAN.6. ALL UTILITIES REQUIRED TO ADJUST INFRASTRUCTURE TO GRADE.

WATER KEYNOTES (THIS SHEET ONLY) UTILITY CONFLICT KEYNOTES (THIS SHEET ONLY) POTHOLING KEYNOTES (THIS SHEET ONLY) 1 XXX. U1 XXX. P1 XXX.
304.07 OG
304.42 OG 305.73 TC 305.23 FL
304.72 LIP304.54 FL 304.99 TC 305.04 BSW 305.11 BSW
305.10 WALL
WV
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 69+00 70+00 71+00 72+00 73+00 74+00 75+00

UTILITY & POTHOLING PLAN
MATCHLINE STA: 57+00
SEE SHEET 8

EXISTING UTILITY LINE LEGEND
(E) AT&T UG ATT UNDERGROUND

COM UNDERGROUNDCWSCE OVERHEAD
(E) COMCAST UG
(E) E OH

SCE AND COM OVERHEADSCE, ATT AND COM OVERHEADSCG
(E) E&C OH
(E) E,T&C OH
(E) W (E) GAS

UTILITY ABBREVIATION LEGEND

DTT - DEPTH TO TOP
ATT - AT&T INC.

COM - COMCASTCW - CALWATERSCE - SOUTHERN CALIFORNIA EDISONSCG - SOUTHERN CALIFORNIA GASCNTL - CENTURY LINK DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
MATCHLINE STA: 69+00

SEE ABOVE
MATCHLINE STA: 69+00

SEE BELOW
277
GENERAL UTILITY NOTES:

1. THE UTILITY INFORMATION SHOWN ON THESE PLANS IS BASED ON

UTILITY PLATS RECEIVED FROM THE UTILITY COMPANIES, ABOVE

GROUND IMPROVEMENTS IDENTIFIED DURING THE TOPOGRAPHIC

SURVEY STAGE, USA MARKINGS PROVIDED DURING PRELIMINARY
POTHOLING, AND SOME PRELIMINARY POTHOLING INFORMATION. IT

3. UTILITY TO ALSO INCLUDE LATERAL RELOCATIONS AND MORE MINOR INFRASTRUCTURE RELOCATIONS ON THEIR PLANS.

4. REFER TO COVER AND DEMO SHEETS FOR BENCHMARKS, GENERAL NOTES, & INFORMATION.

5. TOPO SURVEY FADED IN THE BACKGROUND OF THE PLAN.6. ALL UTILITIES REQUIRED TO ADJUST INFRASTRUCTURE TO GRADE.

WATER KEYNOTES (THIS SHEET ONLY) UTILITY CONFLICT KEYNOTES (THIS SHEET ONLY) POTHOLING KEYNOTES (THIS SHEET ONLY) 1 XXX. U1 XXX. P1 XXX.
304.30 EP 303.60 OG 302.58 OG TREE 36" TREE TREETREE

TREETREETREE
303.42 OG 303.76 OGTREE TREETREE

UTILITY & POTHOLING PLAN

EXISTING UTILITY LINE LEGEND
(E) AT&T UG ATT UNDERGROUND

COM UNDERGROUNDCWSCE OVERHEAD
(E) COMCAST UG
(E) E OH

SCE AND COM OVERHEADSCE, ATT AND COM OVERHEADSCG
(E) E&C OH
(E) E,T&C OH
(E) W (E) GAS

UTILITY ABBREVIATION LEGEND

DTT - DEPTH TO TOP
ATT - AT&T INC.

COM - COMCASTCW - CALWATERSCE - SOUTHERN CALIFORNIA EDISONSCG - SOUTHERN CALIFORNIA GASCNTL - CENTURY LINK DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
278
BD 8163
IP SPRAY 9484
10+00 11+00 12+00 13+00 14+00 15+00 16+00
17+00
18+00 19+00 20+00 21+00
295.52
TOE 295.96
HP 296.69
EP 297.11
CR 297.49
EP 297.12
296.82
296.05
296.20
296.80
EP 297.01
CR 297.40
EP 297.07
HP 296.64
TOE 295.80
295.14
295.33
TOE 295.78
HP 296.55
EP 296.99
CR 297.30
EP 296.91
296.50
296.13
296.11
296.49
EP 296.78
CR 297.19
EP 296.87
296.72
TOE 295.76
295.09
295.16
TOE 295.49
296.64
EP 296.77
CR 297.11
EP 296.69
296.45
295.96
296.02
296.45
EP 296.65
CR 296.95
EP 296.61
296.07
TOE 295.37
295.29
295.35
296.32
EP 296.49
CR 296.87
EP 296.52
296.33
295.90
295.99
296.24
EP 296.41
CR 296.82
EP 296.40
295.06
295.06
EP 296.43
CR 296.70
EP 296.43
295.99
295.97
296.10
EP 296.30
CR 296.57
EP 296.18
295.24
295.04
295.81
EP 295.98
CR 296.38
EP 296.10
295.95
FL 295.95
TC 296.30 TC 296.40
FL 295.88
FL 295.90
FL 295.96
TC 296.41
C 295.98
TC 296.43
FL 295.96
FL 295.99
FL 295.97
TC 296.46
P 295.54
TC 295.92
P 295.57
P 295.91
TC 296.35
P 295.62
TC 296.13
C 296.18
C 296.15 C 296.13
C 296.10
P 295.66
TC 296.08
P 295.61
P 295.49
TC 295.94
C 296.02
C 296.07
P 295.54
P 295.53
TC 296.00
C 296.08
C 296.38
TC 296.37
FL 295.88
FL 295.89
FL 295.74
TC 296.21
C 295.81
FL 295.79
TC 296.24
FL 295.70
FL 295.57
TC 296.08
C 295.75
FL 295.62
FL 295.67
C 295.80
FL 295.73
C 295.87
C 295.95
C 295.79
C 295.93
C 295.87
NO
PRKG
FDC
HP 294.82
HP 294.56
HP 294.27
HP 294.43
HP 294.54
P 295.87
295.97
F-OPT
F-OPT
295.28
295.25
295.38
295.44
295.62
295.50
295.33
295.74
SS SS
W W W
SD SD
A
F F

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGEND
XXX

CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
1 GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.

IMROVEMENT PLAN
308
306
304
302
300
MATCHLINE STA: 21+00
SEE SHEET 12
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 308
306
304
302
300
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40' 0'

VERTICAL SCALE
2'

NOT FOR

CONSTRUCTION
298
296
294
292
290
298
296
294
292
290
279
PP
300.91 CR
299.98 OG
298.76 OG
298.41 OG
298.47 OG
298.72 OG
299.93 OG
300.63 CR
300.21 CR
299.47 OG
298.55 OG
298.30 OG
298.29 OG
298.49 OG
299.35 OG
299.64 EP
300.06 CR299.95 CR
299.53 EP
299.27 OG
298.38 OG
298.38 OG
TREE
300.33 EP
300.11 OG
297.69 OG
297.04
297.08
OG
OG
297.69 OG
299.97 OG
300.11 EP299.79 EP
299.60 OG
297.77 OG
297.04 OG
297.20 OG
298.21 OG
299.54 OG
299.65 EP
299.50 EP
299.33 OG
297.32 OG
298.00 OG
300.47 EP
297.76 HP
297.27 OG
299.94 EP
297.24 HP
297.14 OG
297.32 OG
298.44 OG
298.32 OG
TREE
298.38 OG
298.67 OG
300.06 EP
300.41 CR
301.07 CR
300.67 EP
298.73 OG
298.61 OG
PP
298.37 OG
298.40 OG
TREE
2n w&e
8FT W TO E FACE 6IN.. ROW E-W
cl row e&w
cl row e&w

E-W E-W

E-W E-W E-W

E-W E-W
IP SPRAY 9484
S FACE.. E-W (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 297.20
TOE 297.59
HP 298.98
EP 299.82
CR 300.33
EP 299.75
TOE 298.53
298.52
298.46
TOE 298.54
EP 299.50
CR 300.00
EP 299.50
HP 298.56
TOE 297.49
297.04
296.89
TOE 297.35
HP 298.51
EP 299.37
CR 299.71
EP 299.36
TOE 298.58
298.29
298.36
TOE 298.55
EP 299.24
CR 299.57
EP 299.21
HP 298.57
TOE 296.99
296.77
296.86
TOE 297.18
HP 298.08
EP 298.90
CR 299.41
EP 299.02
TOE 298.36
298.10
298.19
TOE 298.37
EP 298.85
CR 299.20
EP 298.81
HP 298.54
TOE 297.08
296.44
296.44
TOE 296.93
HP 298.05
EP 298.78
CR 299.16
EP 298.79
TOE 298.34
298.37
F-OPT
298.22
298.32
EP 298.58
CR 299.09
EP 298.60
HP 297.94
TOE 297.03
296.19 296.38
TOE 296.89
HP 297.60
298.29
EP 298.51
298.35
CR 298.89
EP 298.48
298.33
298.04
298.11
EP 298.27
CR 298.78
EP 298.32
298.07
TOE 296.92
296.33
295.93
TOE 296.48
297.89
EP 298.07
CR 298.49
EP 298.10
298.01
298.03
297.95
297.78
EP 297.91
CR 298.24
EP 297.75
297.62
TOE 296.54
295.88
296.13
TOE 296.22
297.50
EP 297.64
CR 298.08
EP 297.71
297.46
296.87
296.93
297.36
EP 297.70
296.53
297.11
EP 297.42
CR 297.92
EP 297.54
297.28
TOE 296.46
295.73
295.90
TOE 296.32
297.34
EP 297.45
CR 297.79
EP 297.33
296.88
296.47
296.31
296.95
EP 297.27
CR 297.62
EP 297.32
297.16
TOE 296.16
295.53
297.01
TOE 297.45
HP 299.14
EP 299.95
299.74
CR 300.31
EP 299.92
299.48
TOE 298.64
298.46
298.54
TOE 298.77
299.85
EP 300.12
CR 300.40
EP 300.02
299.78
HP 298.98
TOE 297.38
297.02
297.13
TOE 297.74
HP 299.06
300.02
EP 300.25
CR 300.73
EP 300.39
300.03
TOE 298.89
298.52
298.69
TOE 298.98
300.31
EP 300.60
CR 301.02
EP 300.50
300.16
HP 299.26
TOE 297.47
297.29
297.08
TOE 297.67
HP 299.40
300.48
EP 300.69
CR 301.24
EP 300.74
300.34
TOE 299.07
298.80
295.80
295.98
295.97
296.19
296.44
296.44
296.75
296.95
297.07
297.10
297.38
297.43
SS SS

W W W W W W W
SD
G G
A

F F F F F
SS W W
STOP
N89°51'02"E 2631.22

2.5%

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGEND
XXX

CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
1 GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.

EXISTING GRADE @ CENTERLINE
PROPOSED GRADE @ CENTERLINE

IMROVEMENT PLAN
MATCHLINE STA: 33+00
SEE SHEET 13
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 MATCHLINE STA: 21+00
SEE SHEET 11
33+00
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40' 0'

VERTICAL SCALE
2'

NOT FOR

CONSTRUCTION
308
306
304
302
300
308
306
304
302
300
298
296
294
292
290
298
296
294
292
290
280
300.90 OG
301.34 OG
302.12 OG
302.22 EP
PP
302.11 EP
301.98 OG
301.07 OG
300.80 OG
300.80 OG
300.91 OG
301.63 OG
301.78 EP
PP
GUY
GUY
PP
300.47 OG
301.04 OG
301.58 OG
301.82 EP
301.86 EP
301.92 OG
301.84 OG
PP
TELPED
PP
GUY
PP
301.30 OG
TREE
TREE
302.10 OG
TREE
301.45 OG
301.16 OG
301.58 OG
301.55 EP
301.37 EP
301.20 OG
300.63 OG
300.05 OG
TREE
TREE
TREE
BOL
GUY
PP
PP
TREE
TREE
TREE
298.66 OG
TREE
TREE
298.72 OG
299.87 OG
301.11 OG
301.38 EP
301.02 EP
300.20 OG
298.80 OG
298.62 OG
301.80 CR
301.67 CR
301.37 EP
300.87 OG
299.17 OG
298.95 OG
298.82 OG
299.07 OG
300.86 OG
301.16 EP
301.49 CR
301.24 CR
300.91 EP
300.34 OG
298.90 OG
298.68 OG
298.83 OG
298.78 OG
300.45 OG
300.81 EP
301.17 CR
300.64 OG
299.57 OG
300.20 OG
301.11 OG
301.28 OG
301.57 EP
301.86 CR
301.91 CR
301.72 EP
301.58 OG
301.30 OG
300.52 OG
300.01 OG
300.53 OG
301.48 OG
301.59 EP
302.00 CR
302.08 CR
301.62 EP
301.66 OG
300.76 OG
300.25 OG
300.32 OG
300.83 OG
301.61 OG
301.64 EP
302.12 CR
302.26 CR
301.78 EP
301.72 OG
300.95 OG
300.95 OG
300.73 OG
300.91 OG
301.71 OG
301.65 EP
302.24 CR302.38 CR
301.97 EP
301.84 OG
301.01 OG
300.90 OG
300.72 OG
300.97 OG
301.98 OG
302.03 EP
302.39 CR
302.51 CR
302.11 EP
301.93 OG
301.02 OG
300.72 OG
300.86 OG
301.11 OG
302.07 OG
302.14 EP
302.53 CR302.68 CR
302.20 EP
302.24 OG
301.17 OG
300.93 OG
300.95 OG
301.30 OG
302.29 OG
302.69 CR
302.04 EP
302.06 OG
300.74 OG
300.91 OG
301.96 OG
301.97 EP301.95 EP
301.92 OG
300.84 OG
300.95 OG
301.88 OG
301.87 EP
300.47 OG
300.88 OG
301.76 OG
301.73 EP
301.83 EP
301.75 OG
300.84 OG
301.16
302.20
OG
OG
301.50 OG
301.89 OG
301.88 EP
301.90 EP
301.93 OG
301.81 OG
302.36 OG
301.68 OG
301.64 OG
301.86 OG
301.81 EP
301.77 EPOG
301.16 OG
301.78 OG
300.76 OG
300.59 OG
301.49 OG
301.50 EP
301.58 EP
301.44 OG
300.38 OG
300.60
299.72
OG
OG
299.73 OG
301.32 OG
301.28 EP
301.12 EP
301.04 OG
297.79 OG
297.43 OG
297.58 OG
297.91 OG
300.76 OG
300.90 EP
300.64 EP
300.39 OG
298.13 OG
297.41
297.37
OG
OG
298.00 OG
300.46 OG
300.54 EP
302.06 EP
300.72 OG
300.69 OG
302.03 EP
301.12 FNC
301.79 FNC
301.14 OG
300.92 OG
301.26 OG
301.46 OG
301.80 EP
297.75 OG
298.17 OG
300.05 OG
301.16 OG
PP
300.61 OG
297.91 OG
297.60 OG
298.05 HP
301.38 EP
300.95 RD
300.84 FNC
TREE
TREE
300.71 EP
298.08 HP
297.60 HP
20n to beg 24 olive 30ft spcng
20n to beg 24 olive 30ft spcng
2n n&s&ne
3/4ip red cap
6FT W TO E FACE 12IN.. 6FT W TO E FACE 8IN..
8FT W TO E FACE 12IN CLUSTER
8FT W TO E FACE 6IN..
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW E
8FT W TO E FACE 6IN.. ROW E-W 8FT W TO E FACE 6IN.. ROW E-W 8FT W TO E FACE 6IN.. ROW S-N
8FT W TO E FACE 6IN.. ROW S-N
8FT W TO E FACE 6IN.. ROW W-N
ap
ap ap

BRASS STUB
cl 20ft wide
cl 25ft iron
E-W
E-W

E-W E-W
E-W
E-W
E-W

E-W E-W E-W E-W E-W E-W
E-W

E-W E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W E-WE-W

E-W E-W E-W E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W

GAS PIPELINE

GAS PIPELINE
IP SPRAY 9484
IP SPRAY 9484
iron w&e

N TO PP

N TO PP
n&e
S FACE.. ABAND
S FACE.. E-W
S FACE.. E-W-N-S-SW
S FACE.. N-S
S FACE.. N-S-SE
S FACE.. S-E-W
S FACE.. S-NE
S FACE.. SW

S TO PP

SCHUIL ASSOCIATES FOR SALE

SINGLE DASH E-W SINGLE DASH E-W

SINGLE DASH E-W

SEE DETAIL R-3, SHEET 28.

SEE DETAIL R-4, SHEET 28.

S=0.0014
S=0.0014 S=0.0014
S=0.0014

2.5%

2.2%

2.5%

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGEND
XXX

CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
1 GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.

EXISTING GRADE @ CENTERLINE
PROPOSED GRADE @ CENTERLINE
MATCHLINE STA: 45+00
SEE SHEET 14
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 MATCHLINE STA: 33+00
SEE SHEET 12
45+00
IMROVEMENT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40' 0'

VERTICAL SCALE
2'

NOT FOR

CONSTRUCTION
308
306
304
302
300
308
306
304
302
300
298
296
294
292
290
298
296
294
292
290
281
304.30 EP
303.60 OG
302.58 OG
TREE 36"
TREE
TREE
TREE
TREE
TREE
TREE
303.42 OG
303.76 OG
TREE
TREE
TREE
TREE
TREE
TREE
GUYGUY
304.03 EP
303.64 OG
EP
PP
SP 48" 300.05 OG

FL PIPE
301.89 OG
OG
GUY
302.42 OG
TREE
TREE
TREE
302.65 OG
TREE
E
302.39
TREE
TREE
OG
302.52 OG
303.96 OG
304.27 EP
PP
302.48 OG
302.40 OG
303.66 OG
304.16 EP
302.22 OG
302.19 OG
303.42 OG
303.77 EP
PP
301.91 OG
302.28 OG
303.42 OG
303.66 EP
PP
303.20 EP
302.92 OG
301.92 OG
301.70 OG
301.80 OG
302.03 OG
303.01 OG
303.11 EP
301.66 OG
301.70 OG
303.00 OG
303.02 EP
303.27 CR
303.35 CR
303.05 EP
303.09 OG
302.06 OG
301.78 OG
301.79 OG
301.84 OG
303.18 OG
303.16 EP
303.34 CR
303.69 CR
303.36 EP
303.27 OG
301.84 OG
301.80 OG
301.79 OG
301.93 OG
303.40 OG
303.42 EP
303.84 CR
303.89 CR
303.40 EP
303.36 OG
302.20 OG
301.93 OG
302.04 OG
301.93 OG
303.44 OG
303.50 EP
303.96 CR
304.00 CR
303.61 EP
303.56 OG
302.41 OG
301.97 OG
302.15 OG
302.06 OG
303.62 OG
303.63 EP
304.06 CR
304.08 CR
303.56 EP OG
302.25 OG
302.21 OG
302.34 OG
302.18 OG
303.82 OG
303.87 EP
304.35 CR
304.41 CR
303.96 EP
303.90 OG
302.55 OG
302.35 OG
302.50 OG
302.14 OG
304.08 OG
304.17 EP
304.59 CR
304.74 CR
304.27 EP
304.16 OG
302.56 OG
302.50 OG
302.70 OG
302.55 OG
302.57 OG
304.22 OG
304.21 EP
304.75 CR
304.70
304.23 CR
EP
304.12 OG
303.45 OG 302.85 OG
302.45 OG
304.64 CR
302.72 OG
304.12 OG
304.14 EP
304.10 OG
302.54 OG
301.82 OG
304.19 EP
304.06 OG
302.57 OG
301.88 OG
304.19 EP
304.02 OG
302.46 OG
301.80 OG
301.78 OG
302.26 OG
303.88 OG
304.02 EP303.79 EP
303.68 OG
302.28 OG
301.63 OG
301.55 OG
302.33 OG
303.60 OG
303.72 EP303.48 EP
303.45 OG
302.08 OG
301.47 OG
301.48 OG
302.18 OG
303.53 OG
303.60 EP
303.39 EP
303.28 OG
301.96 OG
301.37 OG
301.17 OG
302.01 OG
303.25 OG
303.38 EP
303.32 EP
303.23 OG
301.79 OG
301.02 OG
301.02 OG
301.79 OG
303.15 OG
303.20 EP
302.93 EP
302.85 OG
301.81 OG
302.13 OG
302.87 EP
302.79 OG
301.98 OG
302.84 EP
302.83 OG
302.12 OG
302.05 OG
303.70 OG
OG
302.39 HP
301.78 OG
304.11 EP
304.73 CR
302.48 HP
304.13 EP
304.03 EP
303.92 EP
303.05 HP
302.99 HP
302.99 HP
302.20 OG
302.37 HP
303.68 HP
302.69 HP
304.16 EP
301.54 SW
301.59
299.62SW
SW

FL PIPE
302.30 OG
304.12 EP
302.48 HP
302.04 OG
301.86 OG
302.38 HP
303.96 EP
301.67 OG
301.90 HP
303.72 EP
303.47 EP
301.79 HP
301.33
301.08
OG
OG
301.74 HP
303.03 EP
UP
301.86 OG
TREE 36" TREE 36"
TREE 18"
TREE 18"
301.82TREE 18"
OG
302.80 EP
301.79 OG
23FT N TO S FACE 36IN
30w to 36 euc
40w to 36 euc
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN.. N
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW W 8FT W TO E FACE 6IN.. ROW W-E8FT W TO E FACE 6IN.. ROW W-E BC

BTM STND PIPE
buried gas line sign
CL YEL / DASH E.. YEL DASH W

CL YEL / DASH E-W

CL YEL / DASH W

E TO PP E TO PP
E-W

E-W E-W
E-W
E-W

E-W E-W

E-W E-W
E-W

E-W E-W E-W E-W E-W
E-W
E-W

E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W

E-W E-W E-W
E-W

E-W E-W E-W E-W E-W E-W
E-W
inv 15 pvc n
N
N
n side 18 palm
n side 18 pam
n side 18 pam
N-E
NE.. CONNECT TO SP NE.. CONNECT TO SP

NO DESCRIPTION
N-W
NW.. CONNECT TO SP
POC
S FACE 48IN.. 15IN ABOVE GRND
S FACE.. E-W
S FACE.. E-W
S FACE.. E-W-SW
S FACE.. N-S-W-E

S TO PP

S TO PP
S.. 24IN
SE
SE
S-E
S-E

SINGLE DASH E-W

SINGLE DASH E-W SINGLE DASH E-W

SINGLE YEL DASH E-W
stop
stop
S-W
S-W
SW-NW
SW-SE
tele sw to pp
to e
top beg15 wide to s
top end 15 wide to s n

UNDR GRND FIBER CABLE
IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) GAS (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 51+00
52+00 53+00
54+00
55+00 56+00 57+00 58+00 59+00 60+00
61+00
62+00
SEE DETAIL B-1, SHEET 27.

SEE DETAIL R-5, SHEET 29.

SEE DETAIL R-7, SHEET 29.

S=0.0014
S=0.0014

2.5%

2.4%

2.5%

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGEND
XXX

CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
1 GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.

EXISTING GRADE @ CENTERLINE
PROPOSED GRADE @ CENTERLINE
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 MATCHLINE STA: 45+00
SEE SHEET 13
57+00
IMROVEMENT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40' 0'

VERTICAL SCALE
2'

NOT FOR
MATCHLINE STA: 57+00

CONSTRUCTION
SEE SHEET 15
308
306
304
302
300
308
306
304
302
300
298
296
294
292
290
298
296
294
292
290
282
304.30 EP
303.60 OG
302.58 OG
TREE 36"
TREE
TREE
TREE
TREE
TREE
TREE
303.42 OG
303.76 OG
TREE
TREE
TREE
TREE
TREE
TREE
GUYGUY
304.03 EP
303.64 OG
304.25 EP
PP
SP 48" 300.05 OG
299.72 FL PIPE
301.89 OG
304.33 EP
303.96 OG
GUY
302.42 OG
304.13 OG
303.89 OG
TREE
TREE
TREE
302.65 OG
TREE
E
302.39
TREE
TREE
OG
302.52 OG
303.96 OG
304.27 EP
PP
302.48 OG
302.40 OG
303.66 OG
304.16 EP
302.22 OG
302.19 OG
303.42 OG
303.77 EP
302.34 OG
302.18 OG
303.82 OG
303.87 EP
304.35 CR
304.41 CR
303.96 EP
303.90 OG
302.55 OG
302.35 OG
302.50 OG
302.14 OG
304.08 OG
304.17 EP
304.59 CR
304.74 CR
304.27 EP
304.16 OG
302.56 OG
302.50 OG
302.70 OG
302.55 OG
302.57 OG
304.22 OG
304.21 EP
304.75 CR
304.70
304.23 CR
EP
304.12 OG
303.45 OG 302.85 OG
302.45 OG
304.64 CR
302.72 OG
304.12 OG
304.20 EP
304.69 CR
304.65 CR
304.31 EP
304.04 OG
303.93 OG
304.14 EP
304.10 OG
302.54 OG
301.82 OG
304.19 EP
304.06 OG
302.57 OG
301.88 OG
304.19 EP
304.02 OG
302.46 OG
301.80 OG
301.78 OG
302.26 OG
303.88 OG
304.02 EP
303.79 EP
303.68 OG
302.28 OG
301.63 OG
301.55 OG
302.33 OG
303.60 OG
303.72 EP
303.47 OG
304.58 CR
304.37 CR
303.70 OG
304.11 EP
304.38 CR
303.41 LIP
303.28 FL
303.72 TC
303.60 TC
303.16 FL
303.31 LIP
304.45 CR
304.10 EP
303.59 OG
302.39 HP
301.78 OG
304.11 EP
304.73 CR
302.48 HP
304.13 EP
304.03 EP
303.92 EP
303.05 HP
302.99 HP
302.99 HP
302.20 OG
302.37 HP
303.68 HP
302.69 HP
304.16 EP
301.54 SW
301.59
299.62SW
SW
299.46 FL PIPE
302.30 OG
304.12 EP
304.40 CR
303.69 TC
303.34 FL
303.45 LIP
303.83 BSW
304.08 BSW
303.73 TC
303.32 FL
303.44
304.12
LIP
TC
303.61 FL
303.66 LIP
SDMHRIM304.01
304.20 P
WV
304.26 CR

LTE CBOX
PP
303.69 OG
304.06 OG
305.33 TC
304.28 LIP
304.13 FL
304.58 TC
304.65 BSW
304.72 BSW
304.47 WALL

LTE CBOX
304.40 BSW
304.39 BSW
303.69 V
304.08 TC
303.64 FL
303.77 FL
304.19 TC
304.29 BSW
304.26 BSW
304.36 BSW
304.35 BSW
304.34 BSW
303.84 FL
304.29
304.25 TC
TC
303.84 FL
303.53 V303.42 V
304.20 TC
303.73 FL
304.30 BSW
304.26 BSW
304.14 TC
303.70 FL
303.62 FL
304.06 TC
304.19 BSW
304.13 BSW
303.38 FL
303.82 TC
303.31 V
303.45 LIP
303.85 TC
CBOX
DI 303.04
303.60 LIP
304.17 TC
303.72 FL
303.84 LIP
304.33 CR
303.98 FL
304.51 TC
PP
303.99 OG
303.66 OG
303.98 OG
304.28 OG
305.17 TC
304.64 FL
304.12 LIP
303.97 FL
304.41 TC
304.98 TC
304.44 FL
304.31 FL
304.86 TC
304.13 FL
304.60 TC
304.24 TC
303.75 FL
303.50 FL
304.02 TC
304.23 CR
304.36 TC
303.86 FL
304.26 FL
304.28 FL
304.63 TC
304.78 CR
304.12 EP
302.48 HP
302.04 OG
301.86 OG
302.38 HP
303.96 EP
301.67 OG
301.90 HP
303.72 EP
@dub
@dub
@dub
23FT N TO S FACE 36IN
2n e&w
2n e&w
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN.. N
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW W 8FT W TO E FACE 6IN.. ROW W-E 8FT W TO E FACE 6IN.. ROW W-E at&t
BC
BC
bc
bc
bc
bc w

BTM STND PIPE
buried gas line sign

CL WHITE LINE E

CL WHITE LINE NW

CL WHITE LINE W-SE
CL YEL / DASH E.. YEL DASH W

CL YEL / DASH E-W

CL YEL / DASH N

CL YEL / DASH W

DBL N-S

DBL N-S
DBL S

E TO PP E TO PP
e&n
e&s
e&s e&sw
e&w
e&w
e&w
EC
ec
ec
ec
ec
ec
ecec
end asph curb
end conc e beg asph w
E-W

E-W E-W

E-W E-W E-W E-W E-W E-W
E-W
E-W
E-W

E-W E-W E-W E-W
FOG.. SW
FOG.. SW-NE
grate
hp gas line post
hp gas line tag face curb
inv 15 pvc n
lte ctrl
lte ctrl
lte ctrl
mrkd e&w
mrkd n&s
N
N
n&e
n&w
N-E
NE.. CONNECT TO SP NE.. CONNECT TO SP

NO DESCRIPTION

N-S N-S

N-S N-S N-S
N-W
NW.. CONNECT TO SP
POC
poc
poc
poc poc
poc
pocpoc
poc
poc poc
prc
prc
prc
S FACE 48IN.. 15IN ABOVE GRND
S FACE.. E-W
S FACE.. N-S-W-E

S TO PP

S TO PP
s&ne
s&ne
s&w
S.. 24IN
SE
SE
S-E
S-E

SINGLE DASH E-W SINGLE YEL DASH E-W
STOP
stop
stop
stop
S-W
S-W
sw&e
SW-NW
SW-SE
TC COR 28DP
to e
to s
to s
to s
top beg15 wide to s
top end 15 wide to s n

UNDR GRND FIBER CABLE
w&n
w&s

WHITE LINE NE-SW

WHITE LINE N-S

WHITE LINE N-S
WHITE LINE N-S.. EC
WHITE LINE N-S.. POC

WHITE LINE S
WHITE LINE S.. BC
IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
TELPED
CVIN 3-5' W
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS

TELEPHONE PEDESTAL
(E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) W (E) W
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W 57+00 58+00 59+00 60+00
61+00
62+00
63+00 64+00 65+00 66+00 67+00 68+00 69+00
SEE DETAIL B-1, SHEET 27.

SEE DETAIL R-5, SHEET 29.

SEE DETAIL R-7, SHEET 29.

SEE DETAIL R-6, SHEET 29.
9+00
10+00
11+00
S=0.0014
S=0.0014

2.5%

2.4%

2.5%

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGEND
XXX

CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
1 GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.

EXISTING GRADE @ CENTERLINE
PROPOSED GRADE @ CENTERLINE
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 MATCHLINE STA: 57+00
SEE SHEET 14
69+00
IMROVEMENT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40' 0'

VERTICAL SCALE
2'

NOT FOR

CONSTRUCTION
308
306
304
302
300
308
306
304
302
300
298
296
294
292
290
298
296
294
292
290 MATCHLINE STA: 69+00 SEE SHEET 16
283
304.07 OG
304.42 OG
305.73 TC
305.23 FL
304.72 LIP
304.54 FL
304.99 TC
305.04 BSW
305.11 BSW
305.10 WALL
WV
e&w
e&w
e&w
VERT
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 69+00 70+00 71+00 72+00 73+00 74+00 75+00

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGEND
XXX

CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
1 GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.

EXISTING GRADE @ CENTERLINE
69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 MATCHLINE STA: 57+00
SEE SHEET 15
IMROVEMENT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40' 0'

VERTICAL SCALE
2'

NOT FOR

CONSTRUCTION
308
306
304
302
300
308
306
304
302
300
298
296
294
292
290
298
296
294
292
290
284

DETAIL REFERENCE
EXIST. ASPHALT CONCRETE
EXIST. CONCRETE

PROPOSED CONCRETE

PROPOSED ASPHALT CONCRETE
STAMPED MEDIAN (C-35)
LEGEND
XXX

CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
1 GENERAL CONSTRUCTION NOTES:

1. ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.

2. ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.

CONCRETE IMPROVEMENTS PER CITY STD. C-34, SHEET 29.

3. SEE SEWER & WATER PLANS FOR ADDITIONAL INFORMATION.
304.30 EP
303.60 OG
302.58 OG
TREE 36"

TREETREE
TREE
TREE

TREETREE
303.42 OG
303.76 OG
TREE
TREE
TREE
TREE

TREETREE
GUYGUY
304.03 EP
303.64 OG
304.25 EP
PP
SP 48" 300.05 OG
299.72 FL PIPE
301.89 OG
304.33 EP
303.96 OG
GUY
302.42 OG
304.31 EP
303.41 OG
302.43 OG
304.43 EP
303.52 OG
302.70 OG
PP
GUY
302.73 OG
303.84 OG
304.56 EP
304.64 EP
303.65 OG
302.84 OG
303.45 OG
303.85 OG
304.50 EP
304.24 EP
303.55 OG
303.59 OG
303.60 OG
303.72 OG
304.27 EP
304.22 EP
303.91 OG
303.53 OG
304.13 OG
303.89 OG
TREE

TREETREE
302.65 OG
TREE
302.70 OG
304.70
304.12
303.45
302.45
304.64 CR
302.72 OG
304.12 OG
304.20 EP
304.69 CR304.65 CR
304.90 CR
304.35 EP 304.00 OG
302.80 OG
302.65 OG
302.68 OG
302.91 OG
304.09 OG
304.31 EP
304.77 CR
304.94 CR
304.64 EP
304.31 OG
302.96 OG
302.78 OG
302.72 OG
302.86 OG
304.38 OG
304.79 EP
305.30 CR
304.68 EP
304.18 OG
303.67
303.61
OG
OG
303.90 OG
304.38 EP
304.17 EP
303.56 OG
303.57 OG
303.79 OG
303.95 OG
304.40 EP
304.31 EP
304.04 OG
303.93 OG
304.14
304.10
303.47 OG
304.58 CR304.37 CR
303.70 OG
304.11 EP
304.38 CR
303.41 LIP
303.28 FL
303.72 TC
303.60 TC
303.16 FL
303.31 LIP
304.45 CR
304.10 EP
303.59 OG
303.42 OG
303.84 EP
304.33 CR
303.13 LIP
302.98 FL
303.42 TC
303.29 TC
302.87 FL
303.00 LIP
304.22 CR
303.80 EP
303.48 OG
303.34 OG
303.84 EP
304.19 CR
303.23 LIP
303.11 FL
303.52 TC
303.63 TC
303.23 FL
303.36 LIP
303.75 P
304.12 CR
303.78 EP
303.43 OG
302.39 HP
301.78 OG
304.11 EP
304.73 CR
302.48 HP
304.13 EP
304.03 EP
303.92 EP
303.05 HP
302.99 HP
302.99 HP
302.20 OG
302.37 HP
303.68 HP
302.69 HP
304.16 EP
301.54 SW
301.59 SW
299.62 SW
299.46 FL PIPE
302.30 OG
304.12 EP
304.40 CR
302.41 FL PIPE
TANK
VP
300.60 FL PIPE
E
SP
UP
SP
PP
301.74 OG
303.79 EP
304.24 CR
303.00 LIP
302.93 FL
303.38 TC
303.47 BSW
303.66 SW
303.43 WALL

LTE CBOX
CBOX
303.34 SDMHRIM
302.00 OG
301.83 HP
303.87 EP
302.48 HP
304.22 CR
303.24 LIP
303.06 FL
303.47 TC
303.55 BSW
303.58 BSW
303.79 WALL
303.58 TC
303.12 FL
303.22 LIP
303.57
303.78 P
304.09 CR
303.81 EP PP
301.94
303.69 TC
303.34 FL
303.45 LIP
303.83 BSW
304.08 BSW
303.73 TC
303.32 FL
303.44 LIP
304.12 TC
303.61 FL
303.66 LIP 304.01 SDMHRIM
304.20 P
WV
304.26 CR
304.26 BSW
FL TC
304.19 BSW
304.13 BSW
303.38 FL
303.82 TC
303.31 V
303.45 LIP
303.85 TC
CBOX
303.04 DI
303.50 FL
304.02 TC
304.23 CR
304.36 TC
303.86 FL
304.26 FL
304.28 FL
304.63 TC
304.78 CR
@dub
@dub
@dub
12 s to tank
23FT N TO S FACE 36IN
2n n&s&w
8FT W TO E FACE 6IN8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN8FT W TO E FACE 6IN
8FT W TO E FACE 6IN.. N
8FT W TO E FACE 6IN.. N-S8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW W
at&t
BC
BC

BTM STND PIPE
buried gas line sign
cl 4ft n&s

CL WHITE LINE E

CL WHITE LINE NW

CL WHITE LINE W-SE

CL YEL / DASH N

CL YEL / DASH S-N
CL YEL / DASH N-SCL YEL / DASH N-SCL YEL / DASH S.. YEL DASH N

CL YEL / DASH W

DBL N-SDBL N-S

DBL N-S

DBL N-S
DBL S
e face 30

E TO PP E TO PP
e to pp
e&sw
EC ec ec ecec end asph curb E-W
FOG BC

FOG N-S
FOG.. BC
FOG.. EC
FOG.. SW
FOG.. SW-NE
FOG.. SW-NE
FOG.. SW-NE
FOG.. SW-NE
grate
grate
hp gas line post
hp gas line tag face curb
inv 15 pvc n
lte ctrl
lte ctrl
mrkd e&w
mrkd n&s
N
N
n&e
NE.. CONNECT TO SP
NE.. CONNECT TO SP

NO DESCRIPTION
N-S
N-S
N-S

N-S N-S
N-S
N-S
N-S
N-S
N-S
N-SN-S
N-S
N-S
N-S
N-S
N-S
N-S

N-S N-S N-S

N-S N-S
N-S
N-S

N-S N-S

N-S N-S N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-W
NW.. CONNECT TO SP
POC
poc
prc prc
prc
S FACE 48IN.. 15IN ABOVE GRND
S FACE.. N-S
S FACE.. N-S-W-E
s side 48 conc

S TO PP

S TO PP
s&ne
s&ne s&w
S.. 24IN
SE SE
S-E
see photo facing w

SINGLE YELL DASH N-S
STOP
stop
stop
stop
stub 12 to tank
S-W
S-W
sw&e
SW-NW
SW-SE
TC COR 28DP
to e
to s
to s
to s
top beg15 wide to s
top end 15 wide to s n
top ne cor 4in top nw cor 4in
top se cor 4in top sw cor 4in
w face 6ft blk
w face 6ft blk
w&n

WHITE LINE NE-SW

WHITE LINE N-NE

WHITE LINE N-S

WHITE LINE N-S
WHITE LINE N-S.. EC
WHITE LINE N-S.. POC

WHITE LINE S
WHITE LINE S.. BC

IRR CTL VLVE

IRR CTL VLVE IRR CTL VLVE
IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG TELPED CVIN 3-5' W
CVIN 2-4' W
CVIN 2-4' W
CVIN 8-10'' W
(E) GAS (E) GAS (E) GAS (E) GAS

TELEPHONE PEDESTAL
(E) CVIN (E) CVIN (E) CVIN
(E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W
(E) W (E) W (E) W
62+00
63+00
64+00
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00

2.4%

2.5%
EXISTING GRADE @ CENTERLINE
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 IMROVEMENT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40' 0'

VERTICAL SCALE
2'

NOT FOR

CONSTRUCTION
308
306
304
302
300
308
306
304
302
300
298
296
294
292
290
298
296
294
292
290
285
PROP
R/W
110'
VARIES
11' - 26'
VARIES
±32'

PROPOSED

CURB & GUTTER
X" AC, 34" TYPE B
MINIMUM XX" AB, CLASS 2 @
95% RELATIVE COMPACTION
MINIMUM X" CNS @ 95%

RELATIVE COMPACTION
FL

NEWMEDIAN
CURB
VARIES

2.5% MAX
VARIES
±32'
EXIST.

CURB &GUTTER
X" AC, 34" TYPE B
MINIMUM XX" AB, CLASS 2 @
95% RELATIVE COMPACTION
MINIMUM X" CNS @ 95%RELATIVE COMPACTION
VARIES

2.5% MAX
FL
PROP
R/W
10+00' 10+00'

CROSS SECTIONS
NOTES:

1. ASPHALT CONCRETE SHALL BE TYPE A, WITH 34" AGGREGATE GRADATION AND PG 64-10 LIQUID ASPHALT BINDER PER CITY OF VISALIA STANDARD SPECIFICATIONS.

2. TACK COAT IS REQUIRED AND SHALL BE APPLIED PER CITY STANDARD SPECIFICATIONS.

3. ASPHALT CONCRETE REQUIREMENTS SHALL BE AS STATED IN THE CITY OF VISALIA STANDARD SPECIFICATIONS.

4. ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE IS 50° F AND RISING.

DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215

NOT FOR CONSTRUCTION
STA. 10+00 - END

RIGGIN AVENUE
(LOOKING EAST)
286
SD SD
A
F F

CLEAN AIR

VANPOOL/EV
STOP

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV
10+00 11+00 12+00 13+00 14+00 15+00 16+00
17+00
18+00 19+00
20+00 21+00
BD 8163
IP SPRAY 9484
SD
G G A

F F F F F
SS W W
STOP

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
30+00 31+00
32+00 33+00
2n w&e
8FT W TO E FACE 6IN.. ROW E-W
cl row e&w cl row e&w

E-W E-W

E-W E-W E-W

E-W E-W
IP SPRAY 9484
S FACE.. E-W
MATCHLINE STA 21+00 MATCHLINE STA 33+00
SEE SHEET 20
MATCHLINE STA 21+00

SEE ABOVE

SEE BELOW

SIGNING, STRIPING & MARKING PLAN
INSTALL DETAIL NO. PER STATE STANDARD PLANS
LENGTH INDICATEDNO. INDICATES WIDTH OF LANE

LEGEND & KEYNOTES
XX LF
X
X
SIGNING AND STRIPING NOTES:

INSTALL TYPE IV (L) PAVEMENT MARKINGINSTALL TYPE IV (R) PAVEMENT MARKINGINSTALL TYPE VI PAVEMENT MARKINGINSTALL SHARROWINSTALL "STOP" PAVEMENT MARKINGINSTALL "ONLY" PAVEMENT MARKING

FURNISH & INSTALL SIGN AND POST AT THIS LOCATION
NORTH
40' 0' 40'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, SIGN SPECIFICATION SHEETS, THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (2014 CALIFORNIA MUTCD, LATEST EDITION), THE LATEST EDITION OF THE CITY OF VISALIA STANDARD SPECIFICATION AND DRAWINGS, AND THE SPECIAL PROVISIONS.

2. THESE PLANS ARE ACCURATE FOR STRIPING ONLY.3. ALL EXISTING PAVEMENT DELINEATION IN CONFLICT WITH PROPOSED PAVEMENT DELINEATION SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS WHICH WILL CAUSE THE LEAST POSSIBLE DAMAGE TO THEPAVEMENT.

4. THE CONTRACTOR IS RESPONSIBLE TO RECORD AND DOCUMENT AS NECESSARY EXISTING STRIPING, PAVEMENT MARKERS AND MARKINGS AND BLUE DOT MARKERS FOR FIRE HYDRANTS IN ORDER TO REPLACE THE STRIPING,PAVEMENT MARKERS AND MARKINGS PER CURRENT STANDARDS.

5. PERMANENT STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL BE INSTALLED 7 DAYS AFTER NEW HMA IS PLACED.

6. ALL EXISTING SIGNS SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON THE PLANS.

7. ALL NEW OR RELOCATED STREET SIGNS SHALL HAVE CONCRETE FOOTINGS AS SHOWN ON CITY STD. TS-1.

8. SIGNS TO BE INSTALLED ON STREET LIGHT POLES WHENEVER POSSIBLE.9. ALL SIGNS THAT ARE TO BE SALVAGED SHALL BE BROUGHT TO THE CITY OF VISALIA'S CORPORATE YARD. 287
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 BOL
300.95 RD
RD
20n to beg 24 olive 30ft spcng
20n to beg 24 olive 30ft spcng
2n n&s&ne
3/4ip red cap
6FT W TO E FACE 12IN.. 6FT W TO E FACE 8IN..
8FT W TO E FACE 12IN CLUSTER
8FT W TO E FACE 6IN..
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW E
8FT W TO E FACE 6IN.. ROW E-W 8FT W TO E FACE 6IN.. ROW E-W 8FT W TO E FACE 6IN.. ROW S-N
8FT W TO E FACE 6IN.. ROW S-N
8FT W TO E FACE 6IN.. ROW W-N
ap
ap ap

BRASS STUB
cl 20ft wide
cl 20ft wide
cl 25ft iron

E-W E-W

E-W E-W
E-W
E-W
E-W

E-W E-W E-W E-W E-W E-W
E-W

E-W E-W

E-W E-W E-W

E-W E-W E-W E-W

E-W E-W E-W E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W

GAS PIPELINE

GAS PIPELINE
IP SPRAY 9484
IP SPRAY 9484
iron w&e

N TO PP

N TO PP
n&e
S FACE.. ABAND
S FACE.. E-W
S FACE.. E-W-N-S-SW
S FACE.. N-S
S FACE.. N-S-SE
S FACE.. S-E-W
S FACE.. S-NE
S FACE.. SW

S TO PP

SCHUIL ASSOCIATES FOR SALE

SINGLE DASH E-W SINGLE DASH E-W SINGLE DASH E-W

SINGLE DASH E-W

SINGLE DASH E-W
W FACE
W FACE..
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
30w to 36 euc
40w to 36 euc
8FT W TO E FACE 6IN.. ROW W-E 8FT W TO E FACE 6IN.. ROW W-E 8FT W TO E FACE 6IN.. ROW W-E cl 15ft
cl 20ft
E-W
E-W

E-W E-W

E-W E-W
E-W

E-W E-W E-W E-W

E-W E-W E-W E-W E-W
E-W

E-W E-W E-W E-W E-W

E-W E-W

E-W E-W E-W E-W E-W E-W E-W E-W E-W E-W E-W E-W E-W
E-W
hp gas line post
iron sw&e
iron w&n
iron w&s
iron w&se
n side 18 palm
n side 18 pam
n side 18 pam
nw&s
S FACE.. E-W
S FACE.. E-W S FACE.. E-W.. ELEC BOX E FACE
S FACE.. E-W-SW

SINGLE DASH E-W

SINGLE DASH E-W SINGLE DASH E-W

SINGLE DASH E-W

SINGLE DASH E-W SINGLE DASH E-W SINGLE DASH E-W
stop
tele sw to pp
to e

UNDR GRND FIBER CABLE
MATCHLINE STA 45+00

SEE BELOW
MATCHLINE STA 33+00
SEE SHEET 19
MATCHLINEN STA 45+00

SEE ABOVE

SIGNING, STRIPING & MARKING PLAN
MATCHLINE STA 57+00
SEE SHEET 21
SIGNING AND STRIPING NOTES:

INSTALL DETAIL NO. PER STATE STANDARD PLANS
LENGTH INDICATEDNO. INDICATES WIDTH OF LANE

LEGEND & KEYNOTES
XX LF
XX
INSTALL TYPE IV (L) PAVEMENT MARKINGINSTALL TYPE IV (R) PAVEMENT MARKINGINSTALL TYPE VI PAVEMENT MARKINGINSTALL SHARROWINSTALL "STOP" PAVEMENT MARKINGINSTALL "ONLY" PAVEMENT MARKING

FURNISH & INSTALL SIGN AND POST AT THIS LOCATION
NORTH
40' 0' 40'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION

5. PERMANENT STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL BE INSTALLED 7 DAYS AFTER NEW HMA IS PLACED.

6. ALL EXISTING SIGNS SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON THE PLANS.

7. ALL NEW OR RELOCATED STREET SIGNS SHALL HAVE CONCRETE FOOTINGS AS SHOWN ON CITY STD. TS-1.

8. SIGNS TO BE INSTALLED ON STREET LIGHT POLES WHENEVER POSSIBLE.9. ALL SIGNS THAT ARE TO BE SALVAGED SHALL BE BROUGHT TO THE CITY OF VISALIA'S CORPORATE YARD. 288
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 SP 48"
E
WV
LTE 304.47 WALL @dub LTE @dub
@dub
23FT N TO S FACE 36IN
2n e&w
2n e&w
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN.. N
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW W 8FT W TO E FACE 6IN.. ROW W-E 8FT W TO E FACE 6IN.. ROW W-E at&t
BC
BC
bc
bcbcbc
bc w

BTM STND PIPE
buried gas line sign

CL WHITE LINE E

CL WHITE LINE NW

CL WHITE LINE W-SE
CL YEL / DASH E.. YEL DASH W

CL YEL / DASH E-W

CL YEL / DASH N

CL YEL / DASH S-N

CL YEL / DASH W

DBL N-SDBL N-S

DBL N-S
DBL S

E TO PP E TO PP
e&n
e&s
e&s
e&sw
e&w
e&w
e&w
EC ec ecec ec ec ec ec ecec end asph curb end conc e beg asph w E-W E-W E-W E-W E-W E-W E-W E-W E-W E-WE-W E-W E-W E-W E-W E-W FOG.. SW
FOG.. SW-NE
FOG.. SW-NE
grate
hp gas line post
hp gas line tag face curb
inv 15 pvc n
lte ctrl lte ctrl lte ctrl
mrkd e&w
mrkd n&s
N N
n&e
n&w
N-E
NE.. CONNECT TO SP
NE.. CONNECT TO SP

NO DESCRIPTION
N-S
N-S
N-S
N-S

N-S N-S N-S

N-S N-S
N-S
N-W
NW.. CONNECT TO SP
POC
poc
poc
poc poc
poc
poc
poc poc
pocpoc
prc
prc prc
prc
S FACE 48IN.. 15IN ABOVE GRND
S FACE.. E-W
S FACE.. N-S-W-E

S TO PP

S TO PP
s&ne
s&w s&ne
S.. 24IN
SE SE
S-E
S-E

SINGLE DASH E-W SINGLE YEL DASH E-W
STOP
stop
stop
stop
S-W
S-W
sw&e
SW-NW
SW-SE
TC COR 28DP
to e
to s
to s
to s
top beg15 wide to s
top end 15 wide to s n

UNDR GRND FIBER CABLE
w&n
w&s

WHITE LINE NE-SW

WHITE LINE N-S

WHITE LINE N-S
WHITE LINE N-S.. EC
WHITE LINE N-S.. POC

WHITE LINE S
WHITE LINE S.. BC
IRR
CVIN 3-5' W
69+00 70+00 71+00 72+00 73+00 74+00 75+00
305.10 WALL
WV
e&we&w
e&w
VERT
SIGNING AND STRIPING NOTES:

SIGNING, STRIPING & MARKING PLAN
MATCHLINE STA 69+00

SEE BELOW
MATCHLINE STA 57+00
SEE SHEET 20

5. PERMANENT STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL BE INSTALLED 7 DAYS AFTER NEW HMA IS PLACED.

6. ALL EXISTING SIGNS SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON THE PLANS.

7. ALL NEW OR RELOCATED STREET SIGNS SHALL HAVE CONCRETE FOOTINGS AS SHOWN ON CITY STD. TS-1.

8. SIGNS TO BE INSTALLED ON STREET LIGHT POLES WHENEVER POSSIBLE.9. ALL SIGNS THAT ARE TO BE SALVAGED SHALL BE BROUGHT TO THE CITY OF VISALIA'S CORPORATE YARD.

INSTALL DETAIL NO. PER STATE STANDARD PLANS
LENGTH INDICATEDNO. INDICATES WIDTH OF LANE

LEGEND & KEYNOTES
XX LF
X
X
INSTALL TYPE IV (L) PAVEMENT MARKINGINSTALL TYPE IV (R) PAVEMENT MARKINGINSTALL TYPE VI PAVEMENT MARKINGINSTALL SHARROWINSTALL "STOP" PAVEMENT MARKINGINSTALL "ONLY" PAVEMENT MARKING

FURNISH & INSTALL SIGN AND POST AT THIS LOCATION
NORTH
40' 0' 40'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
MATCHLINE STA: 69+00

SEE ABOVE
289
62+00
63+00
64+00
SP 48"
E
TANK
VP
E
SP
SP
303.43 WALL
LTE
303.79 WALL
WV
@dub
@dub
@dub
12 s to tank
23FT N TO S FACE 36IN
2n n&s&w
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN.. N
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW W 8FT W TO E FACE 6IN.. ROW W-E at&t
BC
BC

BTM STND PIPE
buried gas line sign
cl 4ft n&s

CL WHITE LINE E

CL WHITE LINE NW

CL WHITE LINE W-SE

CL YEL / DASH N

CL YEL / DASH S-N

CL YEL / DASH N-S

CL YEL / DASH N-S
CL YEL / DASH S.. YEL DASH N

CL YEL / DASH W

DBL N-S

DBL N-S
DBL S
e face 30

E TO PP E TO PP
e to pp
e&sw
EC
ec
ec
ecec
end asph curb
E-W
E-W
E-W
FOG BC

NO DESCRIPTION
N-S
N-S
N-S

N-S N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S

N-S N-S
N-S
N-S
N-S
N-S

N-S N-S N-S

N-S N-S N-S
N-S

N-S N-S

N-S N-S N-S

N-S N-S
N-S
N-S
N-S
N-S
N-W
NW.. CONNECT TO SP
POC
poc
poc
poc
prc
prc
S FACE 48IN.. 15IN ABOVE GRND
S FACE.. N-S
S FACE.. N-S-W-E
s side 48 conc

S TO PP

S TO PP
s&ne
s&ne
s&w
S.. 24IN
SE
SE
S-E
S-E
see photo facing w

WHITE LINE NE-SW

WHITE LINE N-NE

WHITE LINE N-S

WHITE LINE N-S
WHITE LINE N-S.. EC
WHITE LINE N-S.. POC

WHITE LINE S
WHITE LINE S.. BC

IRR CTL VLVE

IRR CTL VLVE
IRR
CVIN 3-5' W
CVIN 2-4' W
CVIN 2-4' W
CVIN 8-10'' W
SIGNING AND STRIPING NOTES:

SIGNING, STRIPING & MARKING PLAN
INSTALL DETAIL NO. PER STATE STANDARD PLANS
LENGTH INDICATEDNO. INDICATES WIDTH OF LANE

LEGEND & KEYNOTES
XX LF
X
X
INSTALL TYPE IV (L) PAVEMENT MARKINGINSTALL TYPE IV (R) PAVEMENT MARKINGINSTALL TYPE VI PAVEMENT MARKINGINSTALL SHARROWINSTALL "STOP" PAVEMENT MARKINGINSTALL "ONLY" PAVEMENT MARKING

FURNISH & INSTALL SIGN AND POST AT THIS LOCATION
NORTH
40' 0' 40'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR

CONSTRUCTION

5. PERMANENT STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS SHALL BE INSTALLED 7 DAYS AFTER NEW HMA IS PLACED.

6. ALL EXISTING SIGNS SHALL BE PROTECTED IN PLACE UNLESS NOTED OTHERWISE ON THE PLANS.

7. ALL NEW OR RELOCATED STREET SIGNS SHALL HAVE CONCRETE FOOTINGS AS SHOWN ON CITY STD. TS-1.

8. SIGNS TO BE INSTALLED ON STREET LIGHT POLES WHENEVER POSSIBLE.9. ALL SIGNS THAT ARE TO BE SALVAGED SHALL BE BROUGHT TO THE CITY OF VISALIA'S CORPORATE YARD. 290
BD 8163
IP SPRAY 9484
295.52
TOE 295.96
HP 296.69
EP 297.11
CR 297.49
EP 297.12 296.82
296.05 296.20
296.80 EP 297.01
CR 297.40
EP 297.07
HP 296.64
TOE 295.80
295.14 295.33
TOE 295.78
HP 296.55
EP 296.99
CR 297.30
EP 296.91 296.50
296.13 296.11
296.49 EP 296.78
CR 297.19
EP 296.87 296.72
TOE 295.76
295.09 295.16
TOE 295.49
296.64 EP 296.77
CR 297.11
EP 296.69 296.45
295.96 296.02
296.45 EP 296.65
CR 296.95
EP 296.61
296.07 TOE 295.37
295.29
295.35
296.32 EP 296.49
CR 296.87
EP 296.52 296.33
295.90 295.99
296.24 EP 296.41
CR 296.82
EP 296.40
295.06 295.06
EP 296.43
CR 296.70
EP 296.43
295.99
295.97
296.10 EP 296.30
CR 296.57
EP 296.18
295.24 295.04
295.81 EP 295.98
CR 296.38 EP 296.10
295.95
FL 295.95 TC 296.30 TC 296.40 FL 295.88 FL 295.90 FL 295.96 TC 296.41 C 295.98 TC 296.43 FL 295.96 FL 295.99
FL 295.97 TC 296.46
P 295.54 TC 295.92
P 295.57
P 295.83
P 295.91 TC 296.35 P 295.51 TC 296.01
P 295.62 TC 296.13 C 296.18 C 296.15 C 296.13 C 296.10 P 295.66 TC 296.08 P 295.61 P 295.49 TC 295.94 C 296.02 C 296.07 P 295.54 P 295.53 TC 296.00 C 296.08
C 296.38
TC 296.37 FL 295.88 FL 295.89
FL 295.74 TC 296.21 C 295.81 FL 295.79 TC 296.24 FL 295.70 FL 295.57 TC 296.08 C 295.75 FL 295.62 FL 295.67 C 295.80 FL 295.73 C 295.87 C 295.95
C 295.79 C 295.93
C 295.87
NO
PRKG
FDC
HP 294.82 HP 294.56
HP 294.27
HP 294.43 HP 294.54
P 295.18 P 295.47 P 295.41
P 295.87 295.97
F-OPT
F-OPT
295.28
295.25
295.38
295.44
295.62
295.50
295.33
295.74
SS SS
W W W
SD SD
A
F F

CLEAN AIR

VANPOOL/EV
STOP

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV
10+00 11+00 12+00 13+00 14+00 15+00 16+00
17+00
18+00 19+00 20+00 21+00
PP
300.91 CR
299.98 OG 298.76 OG
298.41 OG 298.47 OG 298.72 OG299.93 OG 300.63 CR 300.21 CR 299.47 OG 298.55 OG 298.30 OG 298.29 OG 298.49 OG299.35 OG299.64 EP 300.06 CR 299.95 CR 299.53 EP 299.27 OG 298.38 OG 298.38 OG TREE 300.33 EP 300.11 OG 297.69 OG 297.04 297.08 OG OG
297.69 OG 299.97 OG300.11 EP 299.79 EP 299.60 OG 297.77 OG 297.04 OG 297.20 OG
298.21 OG
299.54 OG299.65 EP 299.50 EP299.33 OG 297.32 OG 298.00 OG 300.47 EP 297.76 HP 297.27 OG
299.94 EP
297.24 HP
297.14 OG 297.32 OG
298.44 OG
298.32 OGTREE 298.38 OG
298.67 OG 300.06 EP 300.41 CR 301.07 CR 300.67 EP 298.73 OG 298.61 OG
PP
298.37 OG
298.40 OGTREE
2n w&e
8FT W TO E FACE 6IN.. ROW E-W
cl row e&w cl row e&w

E-W E-W

E-W E-W E-W

E-W E-W
IP SPRAY 9484
S FACE.. E-W (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS 297.20 (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS
TOE 297.59 HP 298.98
EP 299.82
CR 300.33
EP 299.75
TOE 298.53
298.52 298.46
TOE 298.54 EP 299.50
CR 300.00
EP 299.50
HP 298.56 TOE 297.49
297.04 296.89
TOE 297.35 HP 298.51
EP 299.37
CR 299.71
EP 299.36
TOE 298.58
298.29 298.36
TOE 298.55
EP 299.24
CR 299.57
EP 299.21
HP 298.57 TOE 296.99
296.77 296.86
TOE 297.18 HP 298.08
EP 298.90
CR 299.41
EP 299.02
TOE 298.36
298.10 298.19
TOE 298.37
EP 298.85
CR 299.20
EP 298.81
HP 298.54 TOE 297.08
296.44 296.44
TOE 296.93 HP 298.05
EP 298.78
CR 299.16 EP 298.79
TOE 298.34
298.37
F-OPT
298.22 298.32 EP 298.58
CR 299.09
EP 298.60
HP 297.94 TOE 297.03
296.19 296.38
TOE 296.89 HP 297.60
298.29 EP 298.51
298.35
CR 298.89
EP 298.48
298.33 298.04
298.11 EP 298.27
CR 298.78
EP 298.32 298.07
TOE 296.92
296.33
295.93
TOE 296.48
297.89 EP 298.07
CR 298.49
EP 298.10 298.01
298.03 297.95
297.78 EP 297.91
CR 298.24
EP 297.75 297.62
TOE 296.54
295.88 296.13
TOE 296.22
297.50 EP 297.64
CR 298.08
EP 297.71 297.46
296.87 296.93
297.36 EP 297.70
296.53
297.11 EP 297.42
CR 297.92
EP 297.54 297.28
TOE 296.46
295.73 295.90
TOE 296.32
297.34 EP 297.45 CR 297.79
EP 297.33 296.88
296.47 296.31
296.95 EP 297.27
CR 297.62 EP 297.32 297.16
TOE 296.16
295.53 297.01
TOE 297.45 HP 299.14
EP 299.95 299.74
CR 300.31
EP 299.92 299.48
TOE 298.64
298.46 298.54
TOE 298.77
299.85 EP 300.12
CR 300.40
EP 300.02 299.78
HP 298.98 TOE 297.38
297.02 297.13
TOE 297.74 HP 299.06
300.02 EP 300.25
CR 300.73
EP 300.39 300.03
TOE 298.89
298.52 298.69
TOE 298.98
300.31 EP 300.60
CR 301.02
EP 300.50 300.16
HP 299.26 TOE 297.47
297.29 297.08
TOE 297.67 HP 299.40
300.48 EP 300.69
CR 301.24 EP 300.74 300.34
TOE 299.07
298.80
295.80
295.98
295.97
296.19
296.44
296.44
296.75 296.95 297.07
297.10
297.38 297.43
SS SS

W W W W W W W
SD
G G A

F F F F F
SS W W
STOP

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV

CLEAN AIR

VANPOOL/EV
N89°51'02"E 2631.22
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 EXISTING EMPTY 1-1/2" CONDUIT
LEGEND
SERVICE POINT. STREET LIGHT METER PEDESTAL INSTALLED PER SL-95/8" x 8' COPPER CLAD GROUND ROD INSTALLED AT SERVICE PEDESTAL

SPGRPC POLE TOP MOUNTED PHOTOCELL
AND IN PULL BOXES AS DESIGNED ON THE PLANS. BOX LID TO BE GROUNDED STREETLIGHT PULL BOX - INSTALLED AS PER SL-7. BOX LID TO BE GROUNDED120/240 METER PEDESTALSTREET LIGHT CABLE IN 1-1/2" CONDUIT

FIXTURES

SHEET NOTES

1. GENERAL: THE REQUIREMENTS OF THE SPECIFICATIONS,
THE

FOREGOING GENERAL NOTES AND MECHANICAL NOTES
SHALL APPLY TO ALL WORK HEREUNDER.

2. SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL

A COMPLETE WORKING ELECTRICAL SYSTEM AS SHOWN
ON THE DRAWINGS. IT SHALL, AT PROJECT COMPLETION

AND BEFORE FINAL ACCEPTANCE, BE DEMONSTRATED

TO HAVE A COMPLETE AND WORKING FUNCTIONAL
OPERATION.

3. CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL
COMPLY WITH THE CALIFORNIA ELECTRICAL CODE (CEC);CALIFORNIA CODE OF REGULATIONS (CCR); CALIFORNIA BUILDING CODE (CBC), CAL OSHA; AND ALL OTHER LAWS,
ORDINANCES AND REGULATIONS HAVING JURISDICTIONON THIS WORK.

4. UL APPROVAL: ALL MATERIAL AND EQUIPMENT WITHIN

THE SCOPE OF THE UL REEXAMINATION SERVICE SHALL

BE APPROVED BY THE UNDERWRITERS LABORATORIESFOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BEAR THEIR LABEL.

5. SUBMITTALS: SUBMIT MANUFACTURER'S DATA FOR
LIGHTING FIXTURES, DEVICES, PANELBOARDS, ETC., TOBE USED ON THE PROJECT.

6. RECORD DRAWINGS: THE CONTRACTOR SHALL FURNISH
TO THE ENGINEER, A COMPLETE SET OF "AS
CONSTRUCTED" DRAWINGS WHICH CLEARLY INDICATE

ALL DEVIATIONS FROM THE BASIC CONTRACT

DOCUMENTS, INCLUDING LOCATION AND DEPTH FOR ALL
STUBBED CONDUITS, LOCATION AND SIZE FOR ALLSPARE CONDUITS, CONDUIT ROUTING, ANDCONDUCTORS. CIRCUIT NUMBERS FOR ALL DEVICES (NEW AND EXISTING) WITHIN THE AREA OF WORK SHALL
BE VERIFIED AND INDICATED ON RECORD DRAWINGS.

7. POLES AND FIXTURES SHALL BE INSTALLED PER
CURRENT CITY OF VISALIA STREET LIGHT STANDARDS.

8. STREET LIGHT FOUNDATIONS ARE TO BE INSTALLED AS
SHOWN ON 2016 VISALIA STREET LIGHT STANDARDS SL-6.

FOUNDATIONS SHALL BE INSTALLED 2' FROM CENTER OFFOUNDATION TO FACE OF CURB.

9. CONDUIT INSTALLED SHALL BE 1 12" PVC SCHEDULE 40.

CONDUIT DEPTH SHALL BE MINIMUM 36" OF COVER
UNDER ROADWAYS AND 24" ELSEWHERE.

10. CONDUCTORS INSTALLED SHALL BE AS SHOWN ON 2016
VISALIA STREET LIGHT STANDARDS SL-8.

11. STREET LIGHT METER PEDESTAL SHALL BE INSTALLED
PER MODIFIED 2016 VISALIA STREET LIGHT STANDARDS
SL-9.

12. STUB CONDUIT AS SHOWN FOR FUTURE EXTENSION ON
STREET LIGHTS. INSTALL PULL BOX AT END OF STUB.

13. AFTER CONDUCTOR INSTALLATION, ALL CONDUITS WILL
BE SEALED WITH DUCTSEAL..

14. CONDUCTORS SHALL HAVE XHHW INSULATION TYPE.15. ALL ELECTRICAL PEDESTALS ARE TO BE INSTALLED IN THE CITY RIGHT OF WAY.

COUNT:

METER PEDESTAL = 1(NEW) & 1(EXISTING)
PULL BOXES = 13
SL-5 STREET LIGHTS W/ LEOTEK GC1-60F DOUBLE LED HEAD (13400 LUMEN EACH) = 4 GC1-60F-MV-NW-3-GY-700
SL-5 STREET LIGHTS W/ LEOTEK GC1-60F LED HEAD (13400 LUMEN) = 5 GC1-60F-MV-NW-3-GY-700
SL-5 26'(ARTERIAL/COLLECTOR) POLE W/ 8' ARM AND GREENCOBRA LED FIXTURE.

STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) - DOUBLE HEAD 1 CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
XXX
MATCHLINE STA: 21+00 MATCHLINE STA: 33+00
SEE SHEET 24
MATCHLINE STA: 21+00

SEE ABOVE

SEE BELOW

STREET LIGHTING & FIBER INTERCONNECT PLAN

1. CONTRACTOR TO INSTALL FIBER OPTIC & STREET LIGHT CONDUIT PER CITY STD. TE-9, SHEET 35 (WHERE APPLICABLE).

FIBER OPTIC CONDUIT / STREET LIGHT CONDUIT NOTES (THIS SHEET ONLY) DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION
291
300.90 OG
301.34 OG302.12 OG302.22 EP PP 302.11 EP 301.98 OG 301.07 OG 300.80 OG 300.80 OG
300.91 OG301.63 OG301.78 EP PP GUYGUY
PP
300.47 OG
301.04 OG301.58 OG301.82 EP
301.86 EP301.92 OG 301.84 OG PP TELPED PP
GUY
PP
301.30 OG
TREE TREE 302.10 OG TREE 301.45 OG
301.16 OG 301.58 OG 301.55 EP
301.37 EP 301.20 OG 300.63 OG
300.05 OG TREE
TREE
TREE
BOL
GUY
PP
PP
TREE
TREE
TREE298.66 OG
TREE TREE298.72 OG 299.87 OG301.11 OG 301.38 EP 301.02 EP 300.20 OG 298.80 OG 298.62 OG 301.80 CR 301.67 CR 301.37 EP 300.87 OG 299.17 OG 298.95 OG 298.82 OG 299.07 OG300.86 OG301.16 EP 301.49 CR 301.24 CR 300.91 EP 300.34 OG 298.90 OG 298.68 OG 298.83 OG 298.78 OG300.45 OG300.81 EP 301.17 CR 300.64 OG299.57 OG300.20 OG 301.11 OG301.28 OG 301.57 EP 301.86 CR 301.91 CR 301.72 EP301.58 OG 301.30 OG 300.52 OG 300.01 OG 300.53 OG301.48 OG301.59 EP 302.00 CR 302.08 CR 301.62 EP301.66 OG 300.76 OG 300.25 OG 300.32 OG 300.83 OG301.61 OG301.64 EP 302.12 CR 302.26 CR 301.78 EP 301.72 OG 300.95 OG 300.95 OG 300.73 OG 300.91 OG301.71 OG301.65 EP 302.24 CR 302.38 CR 301.97 EP 301.84 OG 301.01 OG 300.90 OG 300.72 OG 300.97 OG301.98 OG302.03 EP 302.39 CR 302.51 CR 302.11 EP 301.93 OG 301.02 OG 300.72 OG 300.86 OG 301.11 OG302.07 OG302.14 EP 302.53 CR 302.68 CR 302.20 EP302.24 OG 301.17 OG 300.93 OG 300.95 OG 301.30 OG302.29 OG 302.69 CR 302.04 EP 302.06 OG 300.74 OG 300.91 OG 301.96 OG301.97 EP 301.95 EP 301.92 OG 300.84 OG 300.95 OG 301.88 OG301.87 EP 300.47 OG 300.88 OG 301.76 OG301.73 EP 301.83 EP 301.75 OG 300.84 OG 301.16 302.20 OG OG
301.50 OG
301.89 OG301.88 EP 301.90 EP 301.93 OG
301.81 OG
302.36 OG 301.68 OG
301.64 OG
301.86 OG301.81 EP 301.77 EPOG
301.16 OG
301.78 OG 300.76 OG
300.59 OG
301.49 OG301.50 EP 301.58 EP301.44 OG
300.38 OG
300.60 299.72 OG OG
299.73 OG
301.32 OG301.28 EP 301.12 EP301.04 OG 297.79 OG
297.43 OG 297.58 OG
297.91 OG
300.76 OG300.90 EP 300.64 EP 300.39 OG 298.13 OG
297.41 297.37 OG OG
298.00 OG 300.46 OG300.54 EP 302.06 EP 300.72 OG 300.69 OG 302.03 EP 301.12 FNC 301.79 FNC
301.14 OG
300.92 OG
301.26 OG
301.46 OG 301.80 EP
297.75 OG 298.17 OG 300.05 OG 301.16 OG PP
300.61 OG 297.91 OG 297.60 OG 298.05 HP
301.38 EP
300.95 RD
RD
300.84 FNC

TREE TREE
300.71 EP
298.08 HP
297.60 HP
20n to beg 24 olive 30ft spcng
20n to beg 24 olive 30ft spcng
2n n&s&ne
3/4ip red cap
6FT W TO E FACE 12IN.. 6FT W TO E FACE 8IN..
8FT W TO E FACE 12IN CLUSTER
8FT W TO E FACE 6IN..
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW E
8FT W TO E FACE 6IN.. ROW E-W 8FT W TO E FACE 6IN.. ROW E-W 8FT W TO E FACE 6IN.. ROW S-N
8FT W TO E FACE 6IN.. ROW S-N
8FT W TO E FACE 6IN.. ROW W-N
ap
ap ap

BRASS STUB
cl 20ft wide
cl 20ft wide
cl 25ft iron

E-W E-W

E-W E-W
E-W
E-W
E-W

E-W E-W E-W E-W E-W E-W
E-W

E-W E-W

E-W E-W E-W

E-W E-W E-W E-W

E-W E-W E-W E-W E-W
E-W
E-W
E-W
E-W
E-W
E-W

E-W E-W

GAS PIPELINE

GAS PIPELINE
IP SPRAY 9484
IP SPRAY 9484
iron w&e

N TO PP

N TO PP
n&e
S FACE.. ABAND
S FACE.. E-W
S FACE.. E-W-N-S-SW
S FACE.. N-S
S FACE.. N-S-SE
S FACE.. S-E-W
S FACE.. S-NE
S FACE.. SW

S TO PP

SCHUIL ASSOCIATES FOR SALE

SINGLE DASH E-W SINGLE DASH E-W SINGLE DASH E-W

SINGLE DASH E-W

SINGLE DASH E-W
W FACE
W FACE..
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E & T-OH (E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 298.93
TOE 299.05
300.71 EP 301.04
CR 301.37
EP 300.80 300.53
HP 299.53 TOE 297.99 297.36 297.41
TOE 298.21 HP 299.32
300.53 EP 300.84
CR 301.44
EP 301.11 300.66
TOE 298.97
298.76 298.91
TOE 299.14
301.01 EP 301.29
CR 301.58
EP 300.94 300.68
HP 299.65 TOE 298.46
297.35 297.47
TOE 297.82 HP 300.19
300.96 EP 301.23
CR 301.75
EP 301.48 301.07
TOE 299.36
299.00
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 PP
301.91 OG
302.28 OG303.42 OG303.66 EP PP
303.20 EP
302.92 OG 301.92 OG
301.70 OG 301.80 OG
302.03 OG303.01 OG303.11 EP
301.53 OG TREE
301.82 OG302.78 OG302.96 EP PP
301.34 TREE TREE OG
301.65 OG302.60 OG302.74 EP
301.30 OG301.48 OG302.43 OG302.66 EP PP 302.41 EP 302.20 OG 301.29 OG 301.13 OG
302.77 CR 302.40 EP302.37 OG 301.20 OG
301.16 OG 301.21 OG
301.32 OG302.36 OG302.40 EP 302.79 CR 302.90 CR 302.55 EP302.54 OG 301.44 OG 301.30 OG 301.38 OG
301.51 OG302.57 OG302.59 EP 302.90 CR 302.99 CR 302.68 EP 302.66 OG 301.62 OG 301.49 OG 301.53 OG 301.62 OG302.71 OG302.82 EP 303.04 CR 303.21 CR 303.00 EP 302.92 OG 301.82 OG 301.53 OG 301.66 OG 301.70 OG 303.00 OG303.02 EP 303.27 CR 303.35 CR 303.05 EP303.09 OG 302.06 OG 301.78 OG 301.79 OG 301.84 OG303.18 OG303.16 EP 303.34 CR 303.69 CR 303.36 EP 303.27 OG 301.84 OG 301.80 OG 301.79 OG 301.93 OG303.40 OG303.42 EP 303.84 CR 303.89 CR 303.40 EP303.36 OG 302.20 OG 301.93 OG 302.04 OG 301.93 OG303.44 OG303.50 EP 303.96 CR 304.00 CR 303.61 EP303.56 OG 302.41 OG 301.97 OG 302.15 OG 302.06 OG303.62 OG303.63 EP 304.06 CR 304.08 CR 303.56 EP OG 302.25 OG 302.21 OG 303.48 EP 303.45 OG 302.08 OG 301.47 OG 301.48 OG
302.18 OG 303.53 OG303.60 EP 303.39 EP 303.28 OG 301.96 OG 301.37 OG 301.17 OG
302.01 OG 303.25 OG303.38 EP 303.32 EP 303.23 OG 301.79 OG 301.02 OG 301.02 OG
301.79 OG
303.15 OG303.20 EP 302.93 EP 302.85 OG 301.81 OG
302.13 OG
302.87 EP302.79 OG 301.98 OG 302.84 EP 302.83 OG 302.12 OG 302.05 OG 301.68 OG
302.00 OG
302.73 OG302.77 EP 302.46 EP 302.24 OG 300.88 OG
300.96 OG 300.58 OG
300.25 OG
302.20 OG302.34 EP 302.31 EP 302.16 OG
300.58 OG
300.87 OG 300.83 OG
300.15 OG
302.16 OG302.34 EP 302.23 EP302.15 OG 301.62 OG
301.64 301.12 OG OG
301.21 OG
302.06 OG302.18 EP 303.47 EP 301.79 HP
301.33 301.08 OG OG
301.74 HP
303.03 EP
UP
301.86 OG TREE 36"
TREE 18" TREE 18" 301.82TREE 18" OG
302.80 EP
301.79 OG
302.59 FNC
301.50 FNC
300.69 FNC300.89 FNC
301.12 OG
302.02 OG 302.69 EP 302.40 EP 300.19 OG
300.76 300.90 OG FNC 301.05 OG
300.21 OG
302.38 EP
300.80 OG
301.30 OG 301.63 OG 301.46 FNC
301.20 FNC 301.24 OG 300.91 OG
302.25 EP
30w to 36 euc
40w to 36 euc
8FT W TO E FACE 6IN.. ROW W-E 8FT W TO E FACE 6IN.. ROW W-E 8FT W TO E FACE 6IN.. ROW W-E cl 15ft
cl 20ft
E-W
E-W

E-W E-W

E-W E-W
E-W

E-W E-W E-W E-W

E-W E-W E-W E-W E-W
E-W

E-W E-W E-W E-W E-W

E-W E-W

SINGLE DASH E-W

SINGLE DASH E-W SINGLE DASH E-W

SINGLE DASH E-W

SINGLE DASH E-W SINGLE DASH E-W SINGLE DASH E-W
stop
tele sw to pp
to e

UNDR GRND FIBER CABLE (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 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
EXISTING EMPTY 1-1/2" CONDUIT
LEGEND
SERVICE POINT. STREET LIGHT METER PEDESTAL INSTALLED PER SL-95/8" x 8' COPPER CLAD GROUND ROD INSTALLED AT SERVICE PEDESTAL

FIXTURES

SHEET NOTES

1. GENERAL: THE REQUIREMENTS OF THE SPECIFICATIONS,
THE

FOREGOING GENERAL NOTES AND MECHANICAL NOTES
SHALL APPLY TO ALL WORK HEREUNDER.

2. SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL

A COMPLETE WORKING ELECTRICAL SYSTEM AS SHOWN
ON THE DRAWINGS. IT SHALL, AT PROJECT COMPLETION

AND BEFORE FINAL ACCEPTANCE, BE DEMONSTRATED

TO HAVE A COMPLETE AND WORKING FUNCTIONAL
OPERATION.

4. UL APPROVAL: ALL MATERIAL AND EQUIPMENT WITHIN

THE SCOPE OF THE UL REEXAMINATION SERVICE SHALL

BE APPROVED BY THE UNDERWRITERS LABORATORIESFOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BEAR THEIR LABEL.

5. SUBMITTALS: SUBMIT MANUFACTURER'S DATA FOR
LIGHTING FIXTURES, DEVICES, PANELBOARDS, ETC., TOBE USED ON THE PROJECT.

6. RECORD DRAWINGS: THE CONTRACTOR SHALL FURNISH
TO THE ENGINEER, A COMPLETE SET OF "AS
CONSTRUCTED" DRAWINGS WHICH CLEARLY INDICATE

ALL DEVIATIONS FROM THE BASIC CONTRACT

7. POLES AND FIXTURES SHALL BE INSTALLED PER
CURRENT CITY OF VISALIA STREET LIGHT STANDARDS.

8. STREET LIGHT FOUNDATIONS ARE TO BE INSTALLED AS
SHOWN ON 2016 VISALIA STREET LIGHT STANDARDS SL-6.

FOUNDATIONS SHALL BE INSTALLED 2' FROM CENTER OFFOUNDATION TO FACE OF CURB.

9. CONDUIT INSTALLED SHALL BE 1 12" PVC SCHEDULE 40.

CONDUIT DEPTH SHALL BE MINIMUM 36" OF COVER
UNDER ROADWAYS AND 24" ELSEWHERE.

10. CONDUCTORS INSTALLED SHALL BE AS SHOWN ON 2016
VISALIA STREET LIGHT STANDARDS SL-8.

11. STREET LIGHT METER PEDESTAL SHALL BE INSTALLED
PER MODIFIED 2016 VISALIA STREET LIGHT STANDARDS
SL-9.

12. STUB CONDUIT AS SHOWN FOR FUTURE EXTENSION ON
STREET LIGHTS. INSTALL PULL BOX AT END OF STUB.

13. AFTER CONDUCTOR INSTALLATION, ALL CONDUITS WILL
BE SEALED WITH DUCTSEAL..

14. CONDUCTORS SHALL HAVE XHHW INSULATION TYPE.15. ALL ELECTRICAL PEDESTALS ARE TO BE INSTALLED IN THE CITY RIGHT OF WAY.

COUNT:

STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) - DOUBLE HEAD 1 CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
XXX
MATCHLINE STA: 45+00

SEE BELOW
MATCHLINE STA: 33+00
SEE SHEET 23
MATCHLINE STA: 45+00

SEE ABOVE
MATCHLINE STA: 57+00
SEE SHEET 25

FIBER OPTIC CONDUIT / STREET LIGHT CONDUIT NOTES (THIS SHEET ONLY) STREET LIGHTING & FIBER INTERCONNECT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR CONSTRUCTION

1. CONTRACTOR TO INSTALL FIBER OPTIC & STREET LIGHT CONDUIT PER CITY STD. TE-9, SHEET 35 (WHERE APPLICABLE).
292
304.30 EP
303.60 OG
302.58 OG
TREE 36"
TREE
TREE
TREE
TREE
TREE
TREE
303.42 OG
303.76 OG
TREE
TREE
TREE

TREETREE
TREE
GUYGUY
304.03 EP
303.64 OG
304.25 EP
PP
SP 48" 300.05 OG
299.72 FL PIPE
301.89 OG
304.33 EP
303.96 OG
GUY
302.42 OG
304.31 EP
303.41 OG
302.43 OG
304.22 EP
303.91 OG
303.53 OG
304.13 OG
303.89 OG
TREE
TREE
TREE
302.65 OG
TREE
E
302.39
TREE
TREE
OG
302.52 OG
303.96 OG
304.27 EP
PP
302.48 OG
302.40 OG
303.66 OG
304.16 EP
302.22 OG
302.19 OG
303.42 OG
303.77 EP
302.34 OG
302.18 OG
303.82 OG
303.87 EP
304.35 CR
304.41 CR
303.96 EP
303.90 OG
302.55 OG302.35 OG
302.50 OG
302.14 OG304.08 OG
304.17 EP
304.59 CR
304.74 CR
304.27 EP
304.16 OG
302.56 OG
302.50 OG
302.70 OG
302.55 OG
302.57 OG
304.22 OG
304.21 EP
304.75 CR
304.70
304.23 CR
EP
304.12 OG
303.45 OG 302.85 OG
302.45 OG
304.64 CR
302.72 OG
304.12 OG
304.20 EP
304.69 CR304.65 CR
304.31 EP
304.04 OG
303.93 OG
304.14 EP
304.10 OG
302.54 OG
301.82 OG
304.19 EP
304.06 OG
302.57 OG
301.88 OG
304.19 EP
304.02 OG
302.46 OG
301.80 OG
301.78 OG
302.26 OG
303.88 OG
304.02 EP
303.79 EP
303.68 OG
302.28 OG
301.63 OG
301.55 OG
302.33 OG
303.60 OG
303.72 EP
303.47 OG
304.58 CR304.37 CR
303.70 OG
304.11 EP
304.38 CR
303.41 LIP
303.28 FL
303.72 TC
303.60 TC
303.16 FL
303.31 LIP
304.45 CR
304.10 EP
303.59 OG
302.39 HP
301.78 OG
304.11 EP
304.73 CR
302.48 HP
304.13 EP
304.03 EP
303.92 EP
303.05 HP
302.99 HP
302.99 HP
302.20 OG
302.37 HP
303.68 HP
302.69 HP
304.16 EP
301.54 SW
301.59
299.62SW
SW
299.46 FL PIPE
302.30 OG
304.12 EP
304.40 CR
302.41
303.69 TC
303.34 FL
303.45 LIP
303.83 BSW
304.08 BSW
303.73 TC
303.32 FL
303.44
304.12
LIP
TC
303.61 FL
303.66 LIP SDMHRIM304.01
304.20 P
WV
304.26 CR

LTE CBOX
PP
303.69 OG
304.06 OG
305.33 TC
304.28 LIP
304.13 FL
304.58 TC
304.65 BSW
304.72 BSW
304.47 WALL

LTE CBOX
304.40 BSW
304.39 BSW
303.69 V
304.08 TC
303.64 FL
303.77 FL
304.19 TC
304.29 BSW
304.26 BSW
304.36 BSW
304.35 BSW
304.34 BSW
303.84 FL
304.29
304.25 TC
TC
303.84 FL
303.53 V
303.42 V
304.20 TC
303.73 FL
304.30 BSW
304.26 BSW
304.14 TC
303.70 FL
303.62 FL
304.06 TC
304.19 BSW
304.13 BSW
303.38 FL
303.82 TC
303.31 V
303.45 LIP
303.85 TC
CBOX
DI 303.04
303.60 LIP
304.17 TC
303.72 FL
303.84 LIP
304.33 CR
303.98 FL
304.51 TC
PP
303.99 OG
303.66 OG
303.98 OG
304.28 OG
305.17 TC
304.64 FL
304.12 LIP
303.97 FL
304.41 TC
304.98 TC
304.44 FL
304.31 FL
304.86 TC
304.13 FL
304.60 TC
304.24 TC
303.75 FL
303.50 FL
304.02 TC
304.23 CR
304.36 TC
303.86 FL
304.26 FL
304.28 FL
304.63 TC
304.78 CR
304.12 EP
302.48 HP
302.04 OG
301.86 OG302.38 HP
303.96 EP
301.67 OG
301.90 HP
303.72 EP
@dub
@dub
@dub
23FT N TO S FACE 36IN
2n e&w
2n e&w
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN.. N
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW W 8FT W TO E FACE 6IN.. ROW W-E 8FT W TO E FACE 6IN.. ROW W-E at&t
BC
BC
bc
bcbcbc
bc w

BTM STND PIPE
buried gas line sign

CL WHITE LINE E

CL WHITE LINE NW

CL WHITE LINE W-SE
CL YEL / DASH E.. YEL DASH W

CL YEL / DASH E-W

CL YEL / DASH N

CL YEL / DASH S-N

CL YEL / DASH W

DBL N-SDBL N-S

DBL N-S
DBL S

E TO PP E TO PP
e&n
e&s
e&s
e&sw
e&w
e&w
e&w
EC ec ecec ec ec ec ec ecec end asph curb end conc e beg asph w E-W E-W E-W E-W E-W E-W E-W E-W E-W E-WE-W E-W E-W E-W E-W E-W FOG.. SW
FOG.. SW-NE
FOG.. SW-NE
grate
hp gas line post
hp gas line tag face curb
inv 15 pvc n
lte ctrl lte ctrl lte ctrl
mrkd e&w
mrkd n&s
N
N
n&e
n&w
N-E
NE.. CONNECT TO SP
NE.. CONNECT TO SP

NO DESCRIPTION
N-S
N-S
N-S
N-S

N-S N-S N-S

N-S N-S
N-S
N-W
NW.. CONNECT TO SP
POC
poc
poc
poc poc
poc
poc
poc poc
pocpoc
prc
prc prc
prc
S FACE 48IN.. 15IN ABOVE GRND
S FACE.. E-W
S FACE.. N-S-W-E

S TO PP

S TO PP
s&ne
s&w s&ne
S.. 24IN
SE SE
S-E
S-E

SINGLE DASH E-W SINGLE YEL DASH E-W
STOP
stop
stop
stop
S-W
S-W
sw&e
SW-NW
SW-SE
TC COR 28DP
to e
to s
to s
to s
top beg15 wide to s
top end 15 wide to s n

UNDR GRND FIBER CABLE
w&n
w&s

WHITE LINE NE-SW

WHITE LINE N-S

WHITE LINE N-S
WHITE LINE N-S.. EC
WHITE LINE N-S.. POC

WHITE LINE S
WHITE LINE S.. BC
IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
TELPED
CVIN 3-5' W
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS

TELEPHONE PEDESTAL
(E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) W (E) W
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W 57+00 58+00 59+00 60+00
61+00
62+00
63+00 64+00 65+00 66+00 67+00 68+00 69+00
EXISTING EMPTY 1-1/2" CONDUIT
LEGEND
SERVICE POINT. STREET LIGHT METER PEDESTAL INSTALLED PER SL-95/8" x 8' COPPER CLAD GROUND ROD INSTALLED AT SERVICE PEDESTAL

FIXTURES

SHEET NOTES

1. GENERAL: THE REQUIREMENTS OF THE SPECIFICATIONS,
THE

FOREGOING GENERAL NOTES AND MECHANICAL NOTES
SHALL APPLY TO ALL WORK HEREUNDER.

2. SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL

A COMPLETE WORKING ELECTRICAL SYSTEM AS SHOWN
ON THE DRAWINGS. IT SHALL, AT PROJECT COMPLETION

AND BEFORE FINAL ACCEPTANCE, BE DEMONSTRATED

TO HAVE A COMPLETE AND WORKING FUNCTIONAL
OPERATION.

4. UL APPROVAL: ALL MATERIAL AND EQUIPMENT WITHIN

THE SCOPE OF THE UL REEXAMINATION SERVICE SHALL

BE APPROVED BY THE UNDERWRITERS LABORATORIESFOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BEAR THEIR LABEL.

5. SUBMITTALS: SUBMIT MANUFACTURER'S DATA FOR
LIGHTING FIXTURES, DEVICES, PANELBOARDS, ETC., TOBE USED ON THE PROJECT.

6. RECORD DRAWINGS: THE CONTRACTOR SHALL FURNISH
TO THE ENGINEER, A COMPLETE SET OF "AS
CONSTRUCTED" DRAWINGS WHICH CLEARLY INDICATE

ALL DEVIATIONS FROM THE BASIC CONTRACT

7. POLES AND FIXTURES SHALL BE INSTALLED PER
CURRENT CITY OF VISALIA STREET LIGHT STANDARDS.

8. STREET LIGHT FOUNDATIONS ARE TO BE INSTALLED AS
SHOWN ON 2016 VISALIA STREET LIGHT STANDARDS SL-6.

FOUNDATIONS SHALL BE INSTALLED 2' FROM CENTER OFFOUNDATION TO FACE OF CURB.

9. CONDUIT INSTALLED SHALL BE 1 1
2" PVC SCHEDULE 40.

CONDUIT DEPTH SHALL BE MINIMUM 36" OF COVER
UNDER ROADWAYS AND 24" ELSEWHERE.

10. CONDUCTORS INSTALLED SHALL BE AS SHOWN ON 2016
VISALIA STREET LIGHT STANDARDS SL-8.

11. STREET LIGHT METER PEDESTAL SHALL BE INSTALLED
PER MODIFIED 2016 VISALIA STREET LIGHT STANDARDS
SL-9.

12. STUB CONDUIT AS SHOWN FOR FUTURE EXTENSION ON
STREET LIGHTS. INSTALL PULL BOX AT END OF STUB.

13. AFTER CONDUCTOR INSTALLATION, ALL CONDUITS WILL
BE SEALED WITH DUCTSEAL..

14. CONDUCTORS SHALL HAVE XHHW INSULATION TYPE.15. ALL ELECTRICAL PEDESTALS ARE TO BE INSTALLED IN THE CITY RIGHT OF WAY.

COUNT:

STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) - DOUBLE HEAD 1 CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
XXX
304.07 OG
304.42 OG
305.73 TC
305.23 FL
304.72 LIP
304.54 FL
304.99 TC
305.04 BSW 305.11 BSW
305.10 WALL
WV
e&we&w
e&w
VERT
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS 69+00 70+00 71+00 72+00 73+00 74+00 75+00
MATCHLINE STA: 57+00
SEE SHEET 24

FIBER OPTIC CONDUIT / STREET LIGHT CONDUIT NOTES (THIS SHEET ONLY) STREET LIGHTING & FIBER INTERCONNECT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR

CONSTRUCTION
MATCHLINE STA: 69+00

SEE ABOVE

1. CONTRACTOR TO INSTALL FIBER OPTIC & STREET LIGHT CONDUIT PER CITY STD. TE-9, SHEET 35 (WHERE APPLICABLE).
293
EXISTING EMPTY 1-1/2" CONDUIT
LEGEND
SERVICE POINT. STREET LIGHT METER PEDESTAL INSTALLED PER SL-95/8" x 8' COPPER CLAD GROUND ROD INSTALLED AT SERVICE PEDESTAL

FIXTURES

SHEET NOTES

1. GENERAL: THE REQUIREMENTS OF THE SPECIFICATIONS,
THE

FOREGOING GENERAL NOTES AND MECHANICAL NOTES
SHALL APPLY TO ALL WORK HEREUNDER.

2. SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL

A COMPLETE WORKING ELECTRICAL SYSTEM AS SHOWN
ON THE DRAWINGS. IT SHALL, AT PROJECT COMPLETION

AND BEFORE FINAL ACCEPTANCE, BE DEMONSTRATED

TO HAVE A COMPLETE AND WORKING FUNCTIONAL
OPERATION.

4. UL APPROVAL: ALL MATERIAL AND EQUIPMENT WITHIN

THE SCOPE OF THE UL REEXAMINATION SERVICE SHALL

BE APPROVED BY THE UNDERWRITERS LABORATORIESFOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BEAR THEIR LABEL.

5. SUBMITTALS: SUBMIT MANUFACTURER'S DATA FOR
LIGHTING FIXTURES, DEVICES, PANELBOARDS, ETC., TOBE USED ON THE PROJECT.

6. RECORD DRAWINGS: THE CONTRACTOR SHALL FURNISH
TO THE ENGINEER, A COMPLETE SET OF "AS
CONSTRUCTED" DRAWINGS WHICH CLEARLY INDICATE

ALL DEVIATIONS FROM THE BASIC CONTRACT

7. POLES AND FIXTURES SHALL BE INSTALLED PER
CURRENT CITY OF VISALIA STREET LIGHT STANDARDS.

8. STREET LIGHT FOUNDATIONS ARE TO BE INSTALLED AS
SHOWN ON 2016 VISALIA STREET LIGHT STANDARDS SL-6.

FOUNDATIONS SHALL BE INSTALLED 2' FROM CENTER OFFOUNDATION TO FACE OF CURB.

9. CONDUIT INSTALLED SHALL BE 1 1
2" PVC SCHEDULE 40.

CONDUIT DEPTH SHALL BE MINIMUM 36" OF COVER
UNDER ROADWAYS AND 24" ELSEWHERE.

10. CONDUCTORS INSTALLED SHALL BE AS SHOWN ON 2016
VISALIA STREET LIGHT STANDARDS SL-8.

11. STREET LIGHT METER PEDESTAL SHALL BE INSTALLED
PER MODIFIED 2016 VISALIA STREET LIGHT STANDARDS
SL-9.

12. STUB CONDUIT AS SHOWN FOR FUTURE EXTENSION ON
STREET LIGHTS. INSTALL PULL BOX AT END OF STUB.

13. AFTER CONDUCTOR INSTALLATION, ALL CONDUITS WILL
BE SEALED WITH DUCTSEAL..

14. CONDUCTORS SHALL HAVE XHHW INSULATION TYPE.15. ALL ELECTRICAL PEDESTALS ARE TO BE INSTALLED IN THE CITY RIGHT OF WAY.

COUNT:

STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) STREET LIGHT (ARTERIAL & MAJOR COLLECTOR) - DOUBLE HEAD 1 CONSTRUCTION KEYNOTES (THIS SHEET ONLY)
XXX
304.30 EP
303.60 OG
302.58 OG
TREE 36"
TREE
TREE
TREE
TREE
TREE
TREE
303.42 OG
303.76 OG
TREE
TREE
TREE
TREE
TREE
TREE
GUYGUY
304.03 EP
303.64 OG
304.25 EP
PP
SP 48" 300.05 OG
299.72 FL PIPE
301.89 OG
304.33 EP
303.96 OG
GUY
302.42 OG
304.31 EP
303.41 OG
302.43 OG
304.43 EP
303.52 OG
302.70 OG
PP

GUY GUY
302.73 OG
303.84 OG
304.56 EP
304.64 EP
303.65 OG
302.84 OG
303.45 OG
303.85 OG
304.50 EP
304.24 EP
303.55 OG
303.59 OG
303.60 OG
303.72 OG
304.27 EP
304.22 EP
303.91 OG303.53 OG
304.13 OG
303.89 OG
TREE
TREE
TREE
302.65 OG
TREE
E
302.70 OG
304.70 CR
304.23
304.12 OG
303.45 OG 302.85
302.45 OG
304.64 CR
302.72 OG
304.12 OG
304.20 EP
304.69 CR
304.65 CR
304.90 CR
304.35 EP 304.00 OG
302.80 OG
302.65 OG
302.68 OG
302.91 OG
304.09 OG
304.31 EP
304.77 CR
304.94 CR
304.64 EP
304.31 OG
302.96 OG
302.78 OG
302.72 OG
302.86 OG
304.38 OG
304.79 EP
305.30 CR
304.68 EP
304.18 OG
303.67
303.61
OG
OG
303.90 OG
304.38 EP
304.17 EP
303.56 OG
303.57 OG
303.79 OG
303.95 OG
304.40 EP
304.31 EP
304.04 OG
303.93 OG
304.14 EP
304.10
302.54 OG
OG
301.82 OG
303.47 OG
304.58 CR
304.37 CR
303.70 OG
304.11 EP
304.38 CR
303.41 LIP
303.28 FL
303.72 TC
303.60 TC
303.16 FL
303.31 LIP
304.45 CR
304.10 EP
303.59 OG
303.42 OG
303.84 EP
304.33 CR
303.13 LIP
302.98 FL
303.42 TC
303.29 TC
302.87 FL
303.00 LIP
304.22 CR
303.80 EP
303.48 OG
303.34 OG
303.84 EP
304.19 CR
303.23 LIP
303.11 FL
303.52 TC
303.63 TC
303.23 FL
303.36 LIP
303.75 P
304.12 CR
303.78 EP
303.43 OG
302.39 HP
301.78 OG
304.11 EP
304.73 CR
302.48 HP
304.13 EP
304.03 EP
303.92 EP
303.05 HP
302.99 HP
302.99 HP
302.20 OG
302.37 HP
303.68 HP
302.69 HP
304.16 EP
301.54 SW
301.59 SW
299.62 SW
299.46 FL PIPE
302.30 OG
304.12 EP
304.40 CR
302.41 FL PIPE
TANK
VP
300.60 FL PIPE
E
SPUP
SP
PP
301.74 OG
303.79 EP
304.24 CR
303.00 LIP
302.93 FL
303.38 TC
303.47 BSW
303.66 SW
303.43 WALL

LTE CBOX
CBOX
303.34 SDMHRIM
302.00 OG
301.83 HP
303.87 EP
302.48 HP
304.22 CR
303.24 LIP
303.06 FL
303.47 TC
303.55 BSW
303.58 BSW
303.79 WALL
303.58 TC
303.12 FL
303.22 LIP
303.57
303.78 P
304.09 CR
303.81 EP PP
301.94
303.69 TC
303.34 FL
303.45 LIP
303.83 BSW
304.08 BSW
303.73 TC
303.32 FL
303.44 LIP
304.12 TC
303.61 FL
303.66 LIP
304.01 SDMHRIM
304.20 P
WV
304.26 CR
304.30 BSW
304.26 BSW
304.14 TC
FL
303.62 FL
304.06 TC
304.19 BSW
304.13 BSW
303.38 FL
303.82 TC
303.31 V
303.45 LIP
303.85 TC
CBOX
303.04 DI
303.50 FL
304.02 TC
304.23 CR
304.36 TC
303.86 FL
304.26 FL
304.28 FL
304.63 TC
304.78 CR
@dub
@dub
@dub
12 s to tank
23FT N TO S FACE 36IN
2n n&s&w
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN
8FT W TO E FACE 6IN.. N
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. N-S
8FT W TO E FACE 6IN.. ROW W 8FT W TO E FACE 6IN.. ROW W-E at&t
BC
BC

BTM STND PIPE
buried gas line sign
cl 4ft n&s

CL WHITE LINE E

CL WHITE LINE NW

CL WHITE LINE W-SE

CL YEL / DASH N

CL YEL / DASH S-N

CL YEL / DASH N-S

CL YEL / DASH N-S
CL YEL / DASH S.. YEL DASH N

CL YEL / DASH W

DBL N-S

DBL N-S
DBL S
e face 30

E TO PP E TO PP
e to pp
e&sw
EC
ec
ec
ecec
end asph curb
E-W
E-W
E-W
FOG BC

NO DESCRIPTION
N-S
N-S
N-S

N-S N-S
N-S
N-S
N-S
N-S
N-S
N-S
N-S

N-S N-S
N-S
N-S
N-S
N-S

N-S N-S N-S

N-S N-S N-S
N-S

N-S N-S

N-S N-S N-S

N-S N-S
N-S
N-S
N-S
N-S
N-W
NW.. CONNECT TO SP
POC
poc
poc
poc
prc
prc
S FACE 48IN.. 15IN ABOVE GRND
S FACE.. N-S
S FACE.. N-S-W-E
s side 48 conc

S TO PP

S TO PP
s&ne
s&ne
s&w
S.. 24IN
SE
SE
S-E
S-E
see photo facing w

WHITE LINE NE-SW

WHITE LINE N-NE

WHITE LINE N-S

WHITE LINE N-S
WHITE LINE N-S.. EC
WHITE LINE N-S.. POC

WHITE LINE S
WHITE LINE S.. BC

IRR CTL VLVE

IRR CTL VLVE
IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG TELPED
CVIN 3-5' W
CVIN 2-4' W
CVIN 2-4' W
CVIN 8-10'' W
(E) GAS (E) GAS (E) GAS (E) GAS

FIBER OPTIC CONDUIT / STREET LIGHT CONDUIT NOTES (THIS SHEET ONLY) STREET LIGHTING & FIBER INTERCONNECT PLAN DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

R
NORTH
40' 0' 40'

NOT FOR

CONSTRUCTION

1. CONTRACTOR TO INSTALL FIBER OPTIC & STREET LIGHT CONDUIT PER CITY STD. TE-9, SHEET 35 (WHERE APPLICABLE).
294
304.30
303.60 OG
302.58 OG
TREE 36"
TREE
TREE
TREE
TREE
TREE
302.65 OG
TREE
E
TREE
TREE
302.39 OG
302.52 OG
303.96 OG
304.27
302.55 OG
302.57 OG
304.22
304.12 OG
303.45 OG
302.45 OG
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

EXISTING CONCRETE
EXIST. POWER POLE
EXIST. UTILITY POLE
CONSTRUCTION AND GRADING KEYNOTES: (THIS SHEET ONLY)
1 INSTALL CONCRETE COLD JOINT. SEE CITY STD. C-34, SHEET 25. 2 GUTTER PAN SHALL NOT EXCEED 5% IN THE PATH OF TRAVEL.

ASPHALT TO BE FLUSH WITH LIP AT BOTTOM OF RAMPS.
3 PROVIDE 4'x4' MIN. ADA LANDING, SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION.
4 CONSTRUCT SIDEWALK PER CITY STD. C-9, SHEET 31.
5 CONSTRUCT DEPRESSED CURB WITH SMOOTH TRANSITION.
6 RE-GRADE LANDSCAPE AREAS TO MATCH NEW IMPROVEMENTS.

ADJUST IRRIGATION TO PROVIDE FULLY FUNCTIONING SYSTEM & REPLACE LANDSCAPING IN KIND.
7 CONSTRUCT BUS TURNOUT PER THE DIMENSIONS ON THE
PLANS. SEE DETAIL TR-5, SHEET 36.
8 CONSTRUCT COMMERCIAL DRIVE APPROACH PER THE
DIMENSIONS ON THE PLANS. SEE DETAIL C-24, SHEET 31. SLOPE DIRECTION

BUS TURNOUT DETAILS
BUS TURNOUT DETAIL - NORTH SIDE OF RIGGIN AVE. WEST OF SHIRK RD. 10' 10'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

NOT FOR

CONSTRUCTION
B-1
295
TREE
TREE
298.66 OG
TREE
299.57
TC 300.27
FL 299.77
STA: 35+87.22, 80.00' LTECR
TC 300.16
FL 299.66
STA: 35+52.22, 45.00' LTBCR
TC 300.23
FL 299.73
STA: 35+82.20, 61.94' LTDUB
TC 300.20
FL 299.70
STA: 35+70.29, 50.02' LTDUB
TC 299.72
FL 299.72
STA: 35+78.68, 57.08' LTFLUSH
TC 299.71
FL 299.71
STA: 35+75.14, 53.55' LTFLUSH
R35.00'

15.00'
TYP.

5.00'

4.00' C 300.28
C 300.35
C 300.34
C 300.27
C 300.31
C 300.42

1.1%

1.6%

7.5%

1.0%

1.0%
S=0.0014
S=0.0020
3 2
5 5 2.1%

1.7%

2.5%

1.7%

2.5%

2.6%
297.91 OG
297.60 OG
HP
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS TC 300.16
FL 299.66
STA: 35+52.22, 45.00' RTECR
TC 300.27
FL 299.77
STA: 35+87.22, 80.00' RTBCR
TC 300.20
FL 299.70
STA: 35+70.28, 50.02' RTDUB
TC 300.23
FL 299.73
STA: 35+82.20, 61.94' RTDUB
TC 299.72
FL 299.72
STA: 35+78.67, 57.08' RTFLUSH
TC 299.71
FL 299.71
STA: 35+75.14, 53.55' RTFLUSH
R35.00'
C 300.31
C 300.34
C 300.35
C 300.45
C 300.28
C 300.27

15.00'
TYP.

5.00'

4.00'

7.5%

1.1%

1.0%

1.2%

1.2%
S=0.0020
S=0.0014
3 2
5 5

1.9%

2.5%

2.6%

1.7%

2.1%

2.2%
300.60 OG
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS TC 300.45
FL 299.95
STA: 36+49.21, 80.00' RT ECR
TC 300.34
FL 299.84
STA: 36+84.21, 45.00' RTBCR
TC 300.38
FL 299.88
STA: 36+66.15, 50.02' RT DUB
TC 300.41
FL 299.91
STA: 36+54.23, 61.94' RT DUB
TC 299.90
FL 299.90
STA: 36+57.76, 57.08' RT
FLUSH
TC 299.89
FL 299.89
STA: 36+61.30, 53.55' RT
FLUSH
R35.00'
C 300.63
C 300.53
C 300.52
C 300.47
C 300.46
C 300.49

15.00'
TYP.

4.00'

5.00'

7.5%

1.1%

1.2%

1.0%
S=0.0014
S=0.0020
3 2
5 5

1.6%

2.0%

1.9%

1.4%

2.5%

2.2%

2.2%
TREE
TREE
TREE
BOL
300.52
TREE
TC 300.34
FL 299.84
STA: 36+84.23, 45.00' LTECR
TC 300.45
FL 299.95
STA: 36+49.23, 80.00' LT BCR
TC 300.41
FL 299.91
STA: 36+54.25, 61.94' LT DUB
TC 300.38
FL 299.88
STA: 36+66.16, 50.02' LT DUB
TC 299.89
FL 299.89
STA: 36+61.31, 53.55' LT
FLUSH
TC 299.90
FL 299.90
STA: 36+57.77, 57.08' LT
FLUSH
C 300.49
C 300.46
C 300.52
C 300.54
C 300.47
C 300.68

5.00'

15.00'
TYP.

4.00'
R35.00'

1.5%

7.5%

1.1%

1.0%
S=0.0020
S=0.0014
3 2
5 5

1.9%

2.4%

2.0%

1.6%

2.0%

1.6%

2.1%

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

RAMP DETAILS

RAMP DETAIL - NW CORNER OF CLANCY ST & RIGGIN AVE

RAMP DETAIL - SW CORNER OF CLANCY ST & RIGGIN AVE
5' 5'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

NOT FOR

CONSTRUCTION

RAMP DETAIL - SE CORNER OF CLANCY ST & RIGGIN AVE
RAMP DETAIL - NE CORNER OF CLANCY ST & RIGGIN AVE R-2
R-4
R-1
R-3
296
TREE
TREE
303.42 OG
303.76 OG
TREE
TREE
302.99 HP
302.99 HP
302.20 OG
302.37 HP
303.68 HP
299.62 SW
304.13

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

RAMP DETAILS

RAMP DETAIL - NW CORNER OF SHIRK RD & RIGGIN AVE

RAMP DETAIL - SW CORNER OF SHIRK RD & RIGGIN AVE
5' 5'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

NOT FOR

CONSTRUCTION
R-5 RAMP DETAIL - NE CORNER OF SHIRK RD & RIGGIN AVE R-6 R-7
297
301.53 OG
301.66 OG
302.12 OG
302.05 OG
301.68 OG
302.00 OG
TREE 18"
TREE 18"
301.82 OG
(E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS

1. ALL CURBS AND CURB AND GUTTERS SHALL BE POURED PRIOR

TO RAMPS AND SIDEWALKS, MONOLITHIC POURS WILL NOT BE
ALLOWED.

2. CURBS AND GUTTER AT DRIVE APPROACHES SHALL BE PER
CITY STD'S.

3. CROSS SLOPES PERPENDICULAR TO PATH OF TRAVEL ON ALL
RAMPS AND SIDEWALKS TO BE 1.5% MAXIMUM

4. CONTRACTOR TO DAYLIGHT GRADE TO EXIST. AT A 4:1 MAX.

SLOPE.

GENERAL NOTES LEGEND

DETECTABLE WARNING SURFACE

PROPOSED CONCRETE

PROPOSED ASPHALT SECTION

EXISTING ASPHALT HATCH NOT SHOWN FOR CLARITY

DRIVE APPROACH DETAILS
DA-1
DA-2
DRIVE APPROACH DETAIL @ STA: XX+XX NORTH SIDE OF RIGGIN AVE.

DRIVE APPROACH DETAIL @ STA: XX+XX SOUTH SIDE OF RIGGIN AVE. 5' 5'
DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215
Know what'sbelow.

Callbefore you dig.

NOT FOR

CONSTRUCTION
298

CIVIL DETAILS
CONCRETE SPECIFICATIONS 1 C-1 CONCRETE SPECIFICATIONS 2 C-2 C-4 C-8 C-24 C-33 C-34

BARRIER CURB & GUTTER MEDIAN CURB
SIDEWALKS - RESIDENTIAL W/ PARKWAY C-9 COMMERCIAL DRIVE APPROACH DETECTABLE WARNING SURFACE CONCRETE COLD JOINTS DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215 NOT FOR

CONSTRUCTION
299

CIVIL DETAILS
STAMPED CONCRETE MEDIAN C-35 MEDIAN NOSE DETAIL C-36 48" STORM DRAIN MANHOLE D-1 72" STORM DRAIN MANHOLE D-3 STORM DRAIN MANHOLE SUMP REQUIREMENTS D-6 STORM DRAIN MANHOLE JOINT FINISHING REQUIREMENTS D-7 STORM DRAIN MANHOLE FRAME & COVER D-8 LATERAL LINE CONNECTION @ EXISTING MANHOLE D-10 DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215

NOT FOR CONSTRUCTION
300

CIVIL DETAILS
DRAINAGE INLET D-12 DRAINAGE INLET - FRAME & GRATE D-13 MISCELLANEOUS DRAINAGE INLET DETAILS D-14 CONSTRUCTION JOINT CONCRETE FILLED COLLAR D-37 TRENCH BACKFILL / PATCH PAVING E-1 STAMPED CONCRETE & LANDSCAPE LOATIONS P-13 ARTERIAL MEDIAN INSTALLATION IN EXISTING PAVEMENT P-14 SANITARY SEWER MANHOLE FRAME & COVER S-6 DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215

NOT FOR CONSTRUCTION
301

CIVIL DETAILS
SIGHT DISTANCE REQUIREMENTS FOR ARTERIAL & COLLECTOR STREETS SD-3 ARTERIAL & MAJOR COLLECTOR STREET LIGHTING SL-3 ARTERIAL STREET LIGHTING W/ MEDIAN CURB SL-4 STREETLIGHT POLE SL-5 STREETLIGHT FOUNDATION SL-6 STREETLIGHT PULL BOX SL-7 STREETLIGHT CONNECTION DIAGRAM SL-8 STREETLIGHT METER PEDESTAL TYPE III - BF SL-9 DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215

NOT FOR CONSTRUCTION
302

CIVIL DETAILS
TYPICAL FIBER PULL BOX TE-5 TYPICAL FIBER PULL BOX INSTALLATION 1 OF 2 TE-6 TYPICAL FIBER PULL BOX INSTALLATION 2 OF 2 TE-7 TYPICAL FIBER TRENCH DETAILS TE-8 TYPICAL FIBER & STREET LIGHTING JOINT TRENCH DETAIL TE-9 TYPICAL COMMUNICATIONS VAULT INSTALLATION 1 OF 2 TE-10 TYPICAL COMMUNICATIONS VAULT INSTALLATION 2 OF 2 TE-11 BUS SHELTER & SIGN LOCATION W/ WHEELCHAIR AREA TR-1 DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215

NOT FOR CONSTRUCTION
303

CIVIL DETAILS
BUS STOP SIGN TR-2 BUS PAD TR-3 BUS STOPS C & D TR-5 MEDIAN ISLAND OPENING SIGNING TS-8 DRW BY: MH CHK BY: KM

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
324 S. SANTA FE, STE. A
P.O. BOX 7593
VISALIA, CA 93292
TEL: 559.802.3052
FAX: 559.802.3215 NOT FOR

CONSTRUCTION
304

IRR IRR
(E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG (E) AT&T UG CVIN 3-5' W
(E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) GAS (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN(E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) CVIN (E) GAS (E) W (E) W (E) W (E) W
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG (E) E OH (E) E OH (E) E OH
(E) GAS (E) GAS (E) GAS
(E) W (E) W
(E) E OH (E) E OH
(E) AT&T UG (E) AT&T UG
(E) AT&T UG (E) AT&T UG
(E) CVIN (E) CVIN
(E) GAS (E) GAS (E) E OH (E) E OH (E) AT&T UG (E) AT&T UG CVIN 2-4' W (E) CVIN (E) CVIN (E) W (E) W

STEADY DEMAND SEQUENCE

PROPOSED PHASE DIAGRAM
PROJECT NOTES (THIS SHEET ONLY):

EMERGENCY VEHICLE PREEMPT (EVP)

LEGEND SHIRK RD
RIGGIN AVE DRW BY: MM CHK BY: RP CITY OF VISALIA 315 E. ACEQUIA AVE. RIGGIN AVENUE WIDENING & IMPROVEMENTS VISALIA, CA 93291 PREPARED BY:

Know what'sbelow.

Call before you dig. R 30% Fax (925) 463-3690 (925) 463-0611 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected] TRAFFIC SIGNAL INSTALLATION 305

CONDUCTOR SCHEDULE EQUIPMENT SCHEDULE - RIGGIN AVE AT SHIRK RD

GENERAL NOTES
NOTES:

NOTES: DRW BY: MM CHK BY: RP CITY OF VISALIA 315 E. ACEQUIA AVE. RIGGIN AVENUE WIDENING & IMPROVEMENTS VISALIA, CA 93291 PREPARED BY:

Know what'sbelow.

Call before you dig. R 30% Fax (925) 463-3690 (925) 463-0611 TJKM 4305 Hacienda Drive, Suite 550 Pleasanton, CA 94588 [email protected] TRAFFIC SIGNAL INSTALLATION TO BE COMPLETED NEXT SUBMITTAL 306
Riggin Ave. Riggin Ave. SYMBOL DESCRIPTION QTY Certified Compost: 2" thick layer of compost shall be applied in all planting areas. 37.33 cy Compost shall be certified by the U.S. Composting Council`s STA Program. See specifications for further information. Modified Existing Soil - Compacted sub soil: Trenching 5,576 sf For planting areas greater than eight feet with soil compaction greater than 85% of Standard Proctor Method. See detail and specifications for further information. PS-101 PS-102 Planting Soils Legend Notes: 1 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 39

PLANTING SOILS PLAN
Matchline 'A'- See Above
Matchline 'A'- See Below Matchline 'B'- See Sheet L-2
307
Riggin Ave. Riggin Ave. SYMBOL DESCRIPTION QTY Certified Compost: 2" thick layer of compost shall be applied in all planting areas. 37.33 cy Compost shall be certified by the U.S. Composting Council`s STA Program. See specifications for further information. Modified Existing Soil - Compacted sub soil: Trenching 5,576 sf For planting areas greater than eight feet with soil compaction greater than 85% of Standard Proctor Method. See detail and specifications for further information. PS-101 PS-102 Planting Soils Legend Notes: 1 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 40

PLANTING SOILS PLAN
Matchline 'B'- See Sheet L-1
Matchline 'C'- See Below
Matchline 'C'- See Above
Matchline 'D'- See Sheet L-3
308
Riggin Ave. Riggin Ave.

Clancy St. SYMBOL DESCRIPTION QTY Certified Compost: 2" thick layer of compost shall be applied in all planting areas. 37.33 cy Compost shall be certified by the U.S. Composting Council`s STA Program. See specifications for further information. Modified Existing Soil - Compacted sub soil: Trenching 5,576 sf For planting areas greater than eight feet with soil compaction greater than 85% of Standard Proctor Method. See detail and specifications for further information. PS-101 PS-102 Planting Soils Legend Notes: 1 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 41

PLANTING SOILS PLAN
Matchline 'D'- See Sheet L-2
Matchline 'E'- See Below
Matchline 'E'- See Above
Matchline 'F'- See Sheet L-4
309
Riggin Ave. Riggin Ave. SYMBOL DESCRIPTION QTY Certified Compost: 2" thick layer of compost shall be applied in all planting areas. 37.33 cy Compost shall be certified by the U.S. Composting Council`s STA Program. See specifications for further information. Modified Existing Soil - Compacted sub soil: Trenching 5,576 sf For planting areas greater than eight feet with soil compaction greater than 85% of Standard Proctor Method. See detail and specifications for further information. PS-101 PS-102 Planting Soils Legend Notes: 1 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION R 0 40 feet 1" = 20' 20 60 80 1. Existing utilities- information on the drawings relating to existing utility lines and services from the best sources available. All such information is furnished only for information and is not guaranteed. The Contractor shall excavate test pits as required to determine the exact location of existing utilities. Call utility locating service for precise utility locations before beginning of any work. DIG ALERT, 811 2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below shall be contacted. - Gas Company - Telephone Company - Electrical Power Company - Cable Television Company - Water Supply Company The California Public Utilities Commission mandates that in, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the gas company's headquarters planning office 48 hours prior to the start of construction. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes, and structures. Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. 4. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner's Representative of any discrepancies between the information on the drawings and the actual conditions refraining from doing any work in said areas until given approval to do so by the Owner's Representative. 5. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation of conduct of the work as drawn and specified. If the contractor observes that a conflict exist between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. 6. Wherever references are made to standards or coded in accordance with which works is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless expressly set forth. 7. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. .GENERAL PLANTING SOIL NOTES 8. Comply with the requirements for the California code of Regulation title 23 waters, division 2 department of water resources chapter 2.7 model water efficient landscape ordinance, 492.5 soil management report. a. Where the requirements of specification section Planting Soil are more stringent than the California code, the more stringent requirements shall prevail. 9. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor's actions. 10. The Contractor shall be responsible for any coordination with subcontractors as requiring to accomplish the soil preparation operations. 11. Top soil, existing site soil and Planting Soil Mix testing; Submit soil test analysis report for each sample of Topsoil, existing site soil and Planting Soil from an approved soil testing laboratory. 12. Submit all testing required by California code of Regulation title 23 waters, division 2 department of water resources chapter 2.7 model efficient landscape ordinance, 492.5 soil management report. 13. Soil testing shall be at the expense of the Contractor. Copies of the soil test analysis along with receipts and delivery slips of recommended amendments shall be provided to the Owner's Representative. 14. Contractor shall be aware of all surface and subsurface conditions, and to notify the Owner's Representative, in writing of any circumstances that would negatively impact the health of plantings. Contractor shall not proceed with work until corrected. a. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering the cost of corrections. If the contractor fails to notify the Owner's Representative of such conditions, he/she shall remain responsible for the plant material under the warrantee clause of the specifications. 15. Imported top soil shall be fertile, friable soil containing less than 5% total volume of the combination of subsoil, refuse, roots larger than 1" diameter, heavy or stiff clay, stones larger than 2 inches in diameter, noxious seeds, sticks, brush, litter, or any substances deleterious to planter growth. The % of the above objects shall be controlled by source selection not by screening the soil. Topsoil shall be suitable for the germination of seeds and the support of vegetative growth. Imported Topsoil shall not contain weed seeds in quantities that cause noticeable weed infestation in the final planting beds. 16. Compost shall be organic blended material, composted for a minimum of 9 months and at temperatures sufficient to break down all woody fibers, seeds and leaf structures, free of toxic and non-organic matter. Source material shall be yard waste trimmings blended with other organic material designed to produce Compost high in fungal material. a. Organic matter shall be commercially prepared compost and meet US Composting Council STA/TMECC. . 17. The Owner's Representative shall approve all rough grading prior to the installation of organic matter, fine grading, and mulching. 18. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relieve the Contractor from meeting all the requirements in the plans, details and specifications. a. Pre - Construction meeting b. Existing soil conditions review c. Completion of site preparation review d. Completion of finished grading and surface soil modification review. 19. If the work fails to pass inspection, any subsequent inspections must be rescheduled as required in the specifications. The cost to the Owner for additional inspections will be charged to the Contractor at the prevailing hourly rate of the inspector. 20. Contractor shall include in the bid continued maintenance (warranty) period of 1 year after completion of construction and acceptance in writing by the City of Visalia. 42

PLANTING SOILS PLAN
Matchline 'F'- See Sheet L-3
Matchline 'G'- See Below
Matchline 'G'- See Above
Matchline 'H'- See Sheet L-5
310
Riggin Ave. Riggin Ave.

Shirk St. SYMBOL DESCRIPTION QTY Certified Compost: 2" thick layer of compost shall be applied in all planting areas. 37.33 cy Compost shall be certified by the U.S. Composting Council`s STA Program. See specifications for further information. Modified Existing Soil - Compacted sub soil: Trenching 5,576 sf For planting areas greater than eight feet with soil compaction greater than 85% of Standard Proctor Method. See detail and specifications for further information. PS-101 PS-102 Planting Soils Legend Notes: 1 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 Notes: 1- See planting soil specifications for additional requirements. 18-24" Backfill with site soil and lightly tamp in 6" lifts. Do not over compact. SECTION VIEW PLAN VIEW 4" +
10' min. Existing soil. Tree crown. Trench. Finished grade. Root ball. Planting pit 3x's root ball. SOIL MODIFICATION - RADIAL TRENCHING 1 P-IN-20124_WA-08 43

PLANTING SOILS PLAN
Matchline 'H'- See Sheet L-4
Matchline 'I'- See Below
Matchline 'I'- See Above
311
Riggin Ave. Riggin Ave. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PCB 71 15 Flood Bubbler, 1/2" FIPT. See irrigation detail. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G 1" 4 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. Install each remote control irrigation valve with a Rainbird PRB-QKCHK-100: 1" Basket Filter with built-in Pressure Regulator (40 psi) and 200 mesh (75 micron) stainless steel screen. See irrigation detail. Hunter HQ-5LRC 1" 15 Quick coupler valve, yellow locking rubber cover, red brass and stainless steel, with 1" NPT inlet, 1-piece body. Install a minimum of 18" off of the mainline. See irrigation detail. Baseline BL-5315 2 biSensor Soil Moisture Sensor. Install per manufacturer`s specifications and recommendations. See irrigation detail. Irrigation Mainline: PVC Schedule 40 (Mainline) 4,269 l.f. See irrigation detial. Pipe Sleeve: PVC Schedule 40 (Mainline) 1,507 l.f. See irrigation detail. MS Irrigation Legend Notes: Notes: 1- The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or architectural features. 2- All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. 4- All irrigation wire shall be installed in a minimum 1.5" Sch. 40 electrical conduit. 5- Baseline Controllers a. Certificate of Installation (Certified Start Up) shall be required for the irrigation controller system. It is the responsibility of the Contractor to coordinate the certification and inspections with Ewing Irrigation.Contractor is responsible for any and all fees necessary to receive a Certificate of Installation. Copies of the Certificate of Installation shall be provided to the Owner's Representative and the Owner. b. Contractor shall provide as a part of the project five (5) years of cell service to be purchased by the Contractor prior to the beginning of the maintenance period. c. Contractor shall provide as a part of the project five (5) years of Base Manager Mobile Plus Access to be purchased by the Contractor prior to the beginning of the maintenance period. d. The Contractor shall program the irrigation schedule to run off of the moisture sensors prior to the ending of the maintenance period and receiving the Notice of Completion by the Owner. Each valve shall be assigned to the respective moisture sensor. For example, tree valves shall be assigned to the tree moisture sensor, shrub valves shall be assigned to the shrub moisture sensor, and turf valves shall be assigned to the turf moisture sensor. Irrigation scheduling for valves shall occur before the moisture level in the soil reaches wilting point at the lower limit and stop prior to the soil reaching field capacity. e. The Contractor shall be responsible for gpsing each remote control irrigation valve, ball valve, controller quick coupler valve, mainline sleeving under pavement, irrigation controller, backflow prevention device, booster pump and moisture sensors. f. The Contractor shall label each valve in Base Manager indicating the valve type, emitter type and location on the site. For instance a tree valve in parkway would be labeled as Tree Bubbler Valve in Parkway (Bubblers). g. The Contractor shall label each program in Base Manager indicating the specific program and zone. For instance the vine valves on drip emitters would be labeled as Vine Drip Program. h. The Contractor shall label each moisture sensor in Base Manager indicating the valve it is connected to and what that valve is responsible for watering. For instance, the moisture sensor that is connected to the turf valve in the middle of a park would be labeled Turf Moisture Sensor (Valve 33). 6- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation Contractor assumes any and all responsibility for changes to the work which must be done in order to meet compliance.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 44

IRRIGATION PLANS
Matchline 'A'- See Above
Matchline 'B'- See Sheet L-7 Matchline 'A'- See Below
312
Riggin Ave. Riggin Ave. MS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PCB 71 15 Flood Bubbler, 1/2" FIPT. See irrigation detail. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G 1" 4 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. Install each remote control irrigation valve with a Rainbird PRB-QKCHK-100: 1" Basket Filter with built-in Pressure Regulator (40 psi) and 200 mesh (75 micron) stainless steel screen. See irrigation detail. Hunter HQ-5LRC 1" 15 Quick coupler valve, yellow locking rubber cover, red brass and stainless steel, with 1" NPT inlet, 1-piece body. Install a minimum of 18" off of the mainline. See irrigation detail. Baseline BL-5315 2 biSensor Soil Moisture Sensor. Install per manufacturer`s specifications and recommendations. See irrigation detail. Irrigation Mainline: PVC Schedule 40 (Mainline) 4,269 l.f. See irrigation detial. Pipe Sleeve: PVC Schedule 40 (Mainline) 1,507 l.f. See irrigation detail. MS Irrigation Legend Notes: Notes: 1- The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or architectural features. 2- All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. 4- All irrigation wire shall be installed in a minimum 1.5" Sch. 40 electrical conduit. 5- Baseline Controllers a. Certificate of Installation (Certified Start Up) shall be required for the irrigation controller system. It is the responsibility of the Contractor to coordinate the certification and inspections with Ewing Irrigation.Contractor is responsible for any and all fees necessary to receive a Certificate of Installation. Copies of the Certificate of Installation shall be provided to the Owner's Representative and the Owner. b. Contractor shall provide as a part of the project five (5) years of cell service to be purchased by the Contractor prior to the beginning of the maintenance period. c. Contractor shall provide as a part of the project five (5) years of Base Manager Mobile Plus Access to be purchased by the Contractor prior to the beginning of the maintenance period. d. The Contractor shall program the irrigation schedule to run off of the moisture sensors prior to the ending of the maintenance period and receiving the Notice of Completion by the Owner. Each valve shall be assigned to the respective moisture sensor. For example, tree valves shall be assigned to the tree moisture sensor, shrub valves shall be assigned to the shrub moisture sensor, and turf valves shall be assigned to the turf moisture sensor. Irrigation scheduling for valves shall occur before the moisture level in the soil reaches wilting point at the lower limit and stop prior to the soil reaching field capacity. e. The Contractor shall be responsible for gpsing each remote control irrigation valve, ball valve, controller quick coupler valve, mainline sleeving under pavement, irrigation controller, backflow prevention device, booster pump and moisture sensors. f. The Contractor shall label each valve in Base Manager indicating the valve type, emitter type and location on the site. For instance a tree valve in parkway would be labeled as Tree Bubbler Valve in Parkway (Bubblers). g. The Contractor shall label each program in Base Manager indicating the specific program and zone. For instance the vine valves on drip emitters would be labeled as Vine Drip Program. h. The Contractor shall label each moisture sensor in Base Manager indicating the valve it is connected to and what that valve is responsible for watering. For instance, the moisture sensor that is connected to the turf valve in the middle of a park would be labeled Turf Moisture Sensor (Valve 33). 6- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation Contractor assumes any and all responsibility for changes to the work which must be done in order to meet compliance.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 45

IRRIGATION PLANS
Matchline 'B'- See Sheet L-6
Matchline 'C'- See Below
Matchline 'C'- See Above
Matchline 'D'- See Sheet L-8
313
Riggin Ave. Riggin Ave.

Clancy St. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PCB 71 15 Flood Bubbler, 1/2" FIPT. See irrigation detail. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G 1" 4 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. Install each remote control irrigation valve with a Rainbird PRB-QKCHK-100: 1" Basket Filter with built-in Pressure Regulator (40 psi) and 200 mesh (75 micron) stainless steel screen. See irrigation detail. Hunter HQ-5LRC 1" 15 Quick coupler valve, yellow locking rubber cover, red brass and stainless steel, with 1" NPT inlet, 1-piece body. Install a minimum of 18" off of the mainline. See irrigation detail. Baseline BL-5315 2 biSensor Soil Moisture Sensor. Install per manufacturer`s specifications and recommendations. See irrigation detail. Irrigation Mainline: PVC Schedule 40 (Mainline) 4,269 l.f. See irrigation detial. Pipe Sleeve: PVC Schedule 40 (Mainline) 1,507 l.f. See irrigation detail. MS Irrigation Legend Notes: Notes: 1- The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or architectural features. 2- All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. 4- All irrigation wire shall be installed in a minimum 1.5" Sch. 40 electrical conduit. 5- Baseline Controllers a. Certificate of Installation (Certified Start Up) shall be required for the irrigation controller system. It is the responsibility of the Contractor to coordinate the certification and inspections with Ewing Irrigation.Contractor is responsible for any and all fees necessary to receive a Certificate of Installation. Copies of the Certificate of Installation shall be provided to the Owner's Representative and the Owner. b. Contractor shall provide as a part of the project five (5) years of cell service to be purchased by the Contractor prior to the beginning of the maintenance period. c. Contractor shall provide as a part of the project five (5) years of Base Manager Mobile Plus Access to be purchased by the Contractor prior to the beginning of the maintenance period. d. The Contractor shall program the irrigation schedule to run off of the moisture sensors prior to the ending of the maintenance period and receiving the Notice of Completion by the Owner. Each valve shall be assigned to the respective moisture sensor. For example, tree valves shall be assigned to the tree moisture sensor, shrub valves shall be assigned to the shrub moisture sensor, and turf valves shall be assigned to the turf moisture sensor. Irrigation scheduling for valves shall occur before the moisture level in the soil reaches wilting point at the lower limit and stop prior to the soil reaching field capacity. e. The Contractor shall be responsible for gpsing each remote control irrigation valve, ball valve, controller quick coupler valve, mainline sleeving under pavement, irrigation controller, backflow prevention device, booster pump and moisture sensors. f. The Contractor shall label each valve in Base Manager indicating the valve type, emitter type and location on the site. For instance a tree valve in parkway would be labeled as Tree Bubbler Valve in Parkway (Bubblers). g. The Contractor shall label each program in Base Manager indicating the specific program and zone. For instance the vine valves on drip emitters would be labeled as Vine Drip Program. h. The Contractor shall label each moisture sensor in Base Manager indicating the valve it is connected to and what that valve is responsible for watering. For instance, the moisture sensor that is connected to the turf valve in the middle of a park would be labeled Turf Moisture Sensor (Valve 33). 6- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation Contractor assumes any and all responsibility for changes to the work which must be done in order to meet compliance.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 46

IRRIGATION PLANS
Matchline 'D'- See Sheet L-7
Matchline 'E'- See Below
Matchline 'E'- See Above
Matchline 'F'- See Sheet L-9
314
Riggin Ave. Riggin Ave. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PCB 71 15 Flood Bubbler, 1/2" FIPT. See irrigation detail. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G 1" 4 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. Install each remote control irrigation valve with a Rainbird PRB-QKCHK-100: 1" Basket Filter with built-in Pressure Regulator (40 psi) and 200 mesh (75 micron) stainless steel screen. See irrigation detail. Hunter HQ-5LRC 1" 15 Quick coupler valve, yellow locking rubber cover, red brass and stainless steel, with 1" NPT inlet, 1-piece body. Install a minimum of 18" off of the mainline. See irrigation detail. Baseline BL-5315 2 biSensor Soil Moisture Sensor. Install per manufacturer`s specifications and recommendations. See irrigation detail. Irrigation Mainline: PVC Schedule 40 (Mainline) 4,269 l.f. See irrigation detial. Pipe Sleeve: PVC Schedule 40 (Mainline) 1,507 l.f. See irrigation detail. MS Irrigation Legend Notes: Notes: 1- The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or architectural features. 2- All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. 4- All irrigation wire shall be installed in a minimum 1.5" Sch. 40 electrical conduit. 5- Baseline Controllers a. Certificate of Installation (Certified Start Up) shall be required for the irrigation controller system. It is the responsibility of the Contractor to coordinate the certification and inspections with Ewing Irrigation.Contractor is responsible for any and all fees necessary to receive a Certificate of Installation. Copies of the Certificate of Installation shall be provided to the Owner's Representative and the Owner. b. Contractor shall provide as a part of the project five (5) years of cell service to be purchased by the Contractor prior to the beginning of the maintenance period. c. Contractor shall provide as a part of the project five (5) years of Base Manager Mobile Plus Access to be purchased by the Contractor prior to the beginning of the maintenance period. d. The Contractor shall program the irrigation schedule to run off of the moisture sensors prior to the ending of the maintenance period and receiving the Notice of Completion by the Owner. Each valve shall be assigned to the respective moisture sensor. For example, tree valves shall be assigned to the tree moisture sensor, shrub valves shall be assigned to the shrub moisture sensor, and turf valves shall be assigned to the turf moisture sensor. Irrigation scheduling for valves shall occur before the moisture level in the soil reaches wilting point at the lower limit and stop prior to the soil reaching field capacity. e. The Contractor shall be responsible for gpsing each remote control irrigation valve, ball valve, controller quick coupler valve, mainline sleeving under pavement, irrigation controller, backflow prevention device, booster pump and moisture sensors. f. The Contractor shall label each valve in Base Manager indicating the valve type, emitter type and location on the site. For instance a tree valve in parkway would be labeled as Tree Bubbler Valve in Parkway (Bubblers). g. The Contractor shall label each program in Base Manager indicating the specific program and zone. For instance the vine valves on drip emitters would be labeled as Vine Drip Program. h. The Contractor shall label each moisture sensor in Base Manager indicating the valve it is connected to and what that valve is responsible for watering. For instance, the moisture sensor that is connected to the turf valve in the middle of a park would be labeled Turf Moisture Sensor (Valve 33). 6- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation Contractor assumes any and all responsibility for changes to the work which must be done in order to meet compliance.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 47

IRRIGATION PLANS
Matchline 'F'- See Sheet L-8
Matchline 'G'- See Below
Matchline 'G'- See Above
Matchline 'H'- See Above
315
Riggin Ave. MS Riggin Ave.

Shirk St. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Hunter PCB 71 15 Flood Bubbler, 1/2" FIPT. See irrigation detail. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Hunter ICV-G 1" 4 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. Install each remote control irrigation valve with a Rainbird PRB-QKCHK-100: 1" Basket Filter with built-in Pressure Regulator (40 psi) and 200 mesh (75 micron) stainless steel screen. See irrigation detail. Hunter HQ-5LRC 1" 15 Quick coupler valve, yellow locking rubber cover, red brass and stainless steel, with 1" NPT inlet, 1-piece body. Install a minimum of 18" off of the mainline. See irrigation detail. Baseline BL-5315 2 biSensor Soil Moisture Sensor. Install per manufacturer`s specifications and recommendations. See irrigation detail. Irrigation Mainline: PVC Schedule 40 (Mainline) 4,269 l.f. See irrigation detial. Pipe Sleeve: PVC Schedule 40 (Mainline) 1,507 l.f. See irrigation detail. MS Irrigation Legend Notes: Notes: 1- The system indicated on the drawing is diagrammatic. All equipment shown in paved areas is diagrammatic. All equipment shall be located in planting areas. Avoid any conflicts between the irrigation system, planting, or architectural features. 2- All quantities and amounts shown on the plans are best estimates for the benefit of the Contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor's responsibility to verify all lengths, square footages, and amounts prior to bidding the project. 3- Contractor shall verify point of connection and minimum static pressure prior to commencing of work. Any discrepancies shall be brought to the attention of the Owner and Landscape Architect prior to starting work. 4- All irrigation wire shall be installed in a minimum 1.5" Sch. 40 electrical conduit. 5- Baseline Controllers a. Certificate of Installation (Certified Start Up) shall be required for the irrigation controller system. It is the responsibility of the Contractor to coordinate the certification and inspections with Ewing Irrigation.Contractor is responsible for any and all fees necessary to receive a Certificate of Installation. Copies of the Certificate of Installation shall be provided to the Owner's Representative and the Owner. b. Contractor shall provide as a part of the project five (5) years of cell service to be purchased by the Contractor prior to the beginning of the maintenance period. c. Contractor shall provide as a part of the project five (5) years of Base Manager Mobile Plus Access to be purchased by the Contractor prior to the beginning of the maintenance period. d. The Contractor shall program the irrigation schedule to run off of the moisture sensors prior to the ending of the maintenance period and receiving the Notice of Completion by the Owner. Each valve shall be assigned to the respective moisture sensor. For example, tree valves shall be assigned to the tree moisture sensor, shrub valves shall be assigned to the shrub moisture sensor, and turf valves shall be assigned to the turf moisture sensor. Irrigation scheduling for valves shall occur before the moisture level in the soil reaches wilting point at the lower limit and stop prior to the soil reaching field capacity. e. The Contractor shall be responsible for gpsing each remote control irrigation valve, ball valve, controller quick coupler valve, mainline sleeving under pavement, irrigation controller, backflow prevention device, booster pump and moisture sensors. f. The Contractor shall label each valve in Base Manager indicating the valve type, emitter type and location on the site. For instance a tree valve in parkway would be labeled as Tree Bubbler Valve in Parkway (Bubblers). g. The Contractor shall label each program in Base Manager indicating the specific program and zone. (Bubblers). g. The Contractor shall label each program in Base Manager indicating the specific program and zone. For instance the vine valves on drip emitters would be labeled as Vine Drip Program. h. The Contractor shall label each moisture sensor in Base Manager indicating the valve it is connected to and what that valve is responsible for watering. For instance, the moisture sensor that is connected to the turf valve in the middle of a park would be labeled Turf Moisture Sensor (Valve 33). 6- Irrigation plans were designed in accordance with CA AB 1881; the Model Water Efficient Landscape Ordinance. It is the responsibility of the Irrigation Contractor to adhere to that ordinance. Any portion of the irrigation systems installation that comes into conflict with the state ordinance shall be immediately brought to the attention of the Owner and Landscape Architect. In the event that notification does not occur, the Irrigation Contractor assumes any and all responsibility for changes to the work which must be done in order to meet compliance.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION R 0 40 feet 1" = 20' 20 60 80 48

IRRIGATION PLANS
Matchline 'H'- See Sheet L-9
Matchline 'I'- See Below
Matchline 'I'- See Above
316

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 1. Existing utilities- information on the drawings relating to existing utility lines and services from the best sources available. All such information is furnished only for information and is not guaranteed. The Contractor shall excavate test pits as required to determine the exact location of existing utilities. Call utility locating service for precise utility locations before beginning of any work. DIG ALERT, 811. 2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below shall be contacted. - Gas Company - Telephone Company - Electrical Power Company - Cable Television Company - Water Supply Company The California Public Utilities Commission mandates that in, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the gas company's headquarters planning office 48 hours prior to the start of construction. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes, and structures. Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. 4. Irrigation piping and related equipment are drawn diagrammatically. Scaled dimensions are approximate only. Before proceeding with work, carefully check and verify dimensions and immediately notify the Owner's Representative of discrepancies between the drawings or specifications and the actual conditions. Although sites and locations of plants and or irrigation equipment are drawn to scale wherever possible, it is not within the scope of the drawings to show all necessary offsets, obstructions, or site conditions. The Contractor shall be responsible to install the work in such a manner that it will be in conformance to site conditions, complete, and in good working order. 5. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation of conduct of the work as drawn and specified. If the contractor observes that a conflict exist between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. 6. Wherever references are made to standards or coded in accordance with which works is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless expressly set forth. 7. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. 8. Comply with the requirements for the California code of Regulation title 23 waters, division 2 department of water resources chapter 2.7 model water efficient landscape ordinance, 492.3 water efficient landscape worksheet, 492.7 irrigation design plan and irrigation scheduling. a. Where the requirements of specification section Irrigation are more stringent than the California code, the more stringent requirements shall prevail. 9. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor's actions. 10. The Contractor shall be responsible for any coordination with subcontractors as requiring to accomplish the irrigation installation operations. 11. It is the responsibility of the Contractor to be aware of all surface and sub - surface conditions, and to notify the Owner's Representative, in writing, of any circumstances that would negatively impact the installation of the work. Do not proceed with work until unsatisfactory conditions have been corrected. 12. Before final acceptance of work, the Contractor shall provide a record set of drawing showing the irrigation system works as built. The drawings shall be transmitted to the Owner's Representative in paper format and as a pdf file of each document on compact disk or flash drive. The drawing shall include all of the information on the original document and revised to reflect all changes in the work. See specification section Irrigation for further information. 13. Contractor shall prepare and deliver to the Owner's Representative within ten calendar days prior to completion of construction, two 3 - ring binders, of Operation & Maintenance manuals. See specification section Irrigation for further information. 14. Existing trees shall be protected and cared for as required in the details and specifications. 15. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relive the Contractor from meeting all the requirements in the plans, details and specifications. a. Pre - Construction meeting. b. Trenching and sleeving review. c. Pressure mainline test. d. Adjustment and coverage test. e. Pre - maintenance observation. f. Final site observation and acceptance. 16. If the work fails to pass inspection, any subsequent inspections must be rescheduled as required in the specifications. The cost to the Owner for additional inspections will be charged to the Contractor at the prevailing hourly rate of the inspector. 17. Contractor shall include in the bid continued maintenance (warranty) period of 1 year after completion of construction and acceptance in writing from the City of Visalia. 18. Pipe sizes shall conform to those shown on the plans with no smaller substitutions. Larger size pipe substitutions may be approved. 19. After completion and prior to the installation of any terminal fittings, the entire pipeline system shall be thoroughly flushed to remove dirt, debris, and other material. 20. The irrigation design is based on a minimum operating pressure of 60 PSI and a maximum demand of xx GPM on valve # xx for the point of connection on Riggin Ave. and Shirk St. The Contractor shall verify water pressure prior to installation. Any difference between the pressure indicated on the plans and that at the actual point of connection shall be brought to the attention of the Owner's Representative immediately. 21. A 120 volt electrical power outlet at the irrigation controller location shall be provided by the Contractor. It shall be the responsibility of the Contractor to make the final hook up from the electrical outlet to the irrigation controller. 22. Irrigation between the hours of 10:00 pm and 6:00 am only. Watering outside this time frame must be done manually with qualified supervisory personnel on-site. No system shall be left unattended during use outside the normal schedule. 23.The irrigation plans have designed in accordance with the state model water efficient landscape ordinance (MWELO). It is the Contractors responsibility to adhere to the requirements and regulations of that ordinance during the installation of the landscape design plan. During the installation of the irrigation design plans, any portion which comes into conflict with MWELO shall be brought to the attention of the Owner/Owner's Representative. In the event that notification does not take place, the Contractor assumes responsibility for all necessary changes and work in order to meet compliance. GENERAL IRRIGATION NOTES 49 IRRIGATION DETAILS & NOTES Backflow prevention device.(See the irrigation plans for make and model). Install the device per the local water purveyor's standards and specifications. 4" Galvanized union. Brass ball valve. Threaded galvanized nipple. Galvanized ninety degree (90°) elbow. Wrap 20 mil tape twice around all galvanized pipe under finished grade and through the concrete. 12" min.
or per local
codes. Galvanized nipple. 4" thick concrete pad, 1" above finished grade. See backflow cage detail. Concrete thrust blocks required on backflow devices 2.5" and larger. Galvanized coupling. Galvanized nipple. Note: 1- Install per the City of Clovis standard details and specifications. See detail W-19 2- All assembly parts (threaded nipples, fittings, etc.) shall be galvanized or brass per local codes and requirements. 3- Galvanized nipple shall extend 12" past the edge of the concrete footing. 4- Sch. 80 PVC male adapter shall be used in connection from galvanize to the mainline. 5- Backflow prevention device shall be located as close as possible to the landscape meter. 6- Backflow prevention device shall be located in planting area unless approved by Owner's Representative. 7- See detail for backflow cage installation. 8- All backflow prevention devices shall have freeze blanket included upon installation. 9- All galvanized connections shall to be made using pipe thread sealant. All Sch. 80 PVC to galvanized connections to be made using teflon tape. Sch. 80 PVC male adapter. Flow BACKFLOW PREVENTION DEVICE 1 P-IN-20124_WA-01 FLOW Notes: 1- Install backflow cage per manufacturer's specifications and recommendations. 2- See backflow prevention device detail for reference. 2- Lock box shall be located above concrete footing 3- Contractor shall provide a lock as approved by the Owner's Representative. Backflow prevention device. (See irrigation legend for make and model). Backflow cage. (See irrigation legend for make and model). Lock box. Finished grade. 4" thick concrete footing 1" above finished grade. 3" typ. 6" typ. Backflow cage. 4" thick concrete footing. Backflow cage. Concrete footing. PLAN VIEW END VIEW SECTION VIEW BACKFLOW CAGE 2 P-IN-20124_WA-04 NOTES: 1- See irrigation legend for mainline and lateral line pipe size and type. 2- Direct burial control wires shall be installed in Sch. 40 PVC electrical conduit if required. 3- 2-wire irrigation wire shall be installed in 1-1/2" Sch. 40 PVC electrical conduit. 4- Detectable locator tape shall be located six inches (6") above the entire mainline run. Direct burial low voltage control wires. Pavement. 24" min. 1'-0"
In planting area
1'-6" in planting area
3'-0" underneath pavement Non-pressurized line (lateral line). Detectable locator tape. Pressurized line (mainline). 6" Finished grade. IRRIGATION TRENCHING
3 P-IN-20124_WA-07 Pavement. Base rock.
3'-0" Notes: 1- See irrigation legend for mainline size and type. 2- All sleeves shall be Sch. 40 PVC pipe. 3- All sleeves shall extend 12" beyond the edge of pavement. 4- End of sleeves shall be located with a wooden stake or PVC pipe. Locators shall run continuously from the end of the sleeve to finished grade. Clean backfill, 95% relative compaction under paving or per civil engineer's plans. Control wires, sleeve under paving. Install adjacent to pressurized mainline. Bundle shall be no more than 50% of pipe diameter. Mainline, sleeve under paving to be two times the diameter of the pressurized mainline pipe. Non-pressurized line, sleeve under paving to be two times the diameter of the lateral line. PIPE AT PAVEMENT 4 P-IN-20124_WA-09 MINIMUM BEARING SURFACE AREA PIPE SIZE TEE AND PLUG 90° BEND 45° BEND 1-1/2" 0.45 FEET ² 0.63 FEET ² 0.34 FEET ² 2" 0.69 FEET ² 2-1/2" 1.0 FEET ² 3" 1.48 FEET ² 4" 2.43 FEET ² 6" 5.25 FEET ² 8" 9.08 FEET ² 10" 14.93 FEET ² 0.97 FEET ² 1.41 FEET ² 2.10 FEET ² 3.45 FEET ² 7.41 FEET ² 12.83 FEET ² 21.07 FEET ² 0.53 FEET ² 0.77 FEET ² 1.14 FEET ² 1.87 FEET ² 4.02 FEET ² 6.96 FEET ² 11.44 FEET ² Notes: 1- Size thrust blocks shall be specified as show in the table above. 2- Control wires shall not be encased in concrete. 3- All fittings shall be wrapped with polyethylene to prevent concrete from adhering to pipe, fittings or bolts. 4- Joints and bolts shall be accessible for repairs. 5- Thrust blocks shall be a minimum of 6" thick. 6- One 80 lbs. sack of concrete shall cover .6 ft.³ Bearing surface. Bearing surface. Existing or modified soil. (See specifications for soil modification). THRUST BLOCKS5 P-IN-20124_WA-10 SURGE ARRESTOR Notes: 1- Locate valve boxes in planting areas. 2- Wrap valve box with a minimum of 3 mil thick plastic and secure it using duct tape or electrical tape. 3- All threaded connection to be made using teflon tape or pipe dope. Rectangular valve box with locking lid. Rectangular valve box with locking lid. Surge arrestor (See irrigation legend for make and model). 1" Sch. 80 PVC ball valve TxT. Sch. 40 PVC Tee SSS. Mainline. Finished grade. Four (4) 4" x 8" bricks. 3 8" welded wire mesh.
6 I-MI-07 Rectangular valve box with locking lid. Controller wires with twelve inch (12") minimum expansion coils. Sch. 80 PVC male adapter. Hydrometer. (See irrigation legend for make and model). Sch. 80 PVC threaded coupling. Sch. 80 PVC threaded union. Sch. 40 PVC 45° elbows. Irrigation mainline. (See irrigation plans for make and size). Finished grade. Four (4) 4" x 8" bricks. 3 8" welded wire mesh. Notes: 1- Hydrometer shall be Reed Switch (RS) Register or Photo Diode High Frequency (PDH) Register. Check with controller manufacturer and install per their specifications and recommendations. 2- Hydrometer shall be installed per manufacture's specifications and recommendations. 3- Hydrometer wire shall be per the irrigation controller manufacturer's specifications. 4- All wire runs shall be continuous without any splices. Wire connections shall be made using DBR-Y/6 or approved equal. 5- Valve box shall be wrapped with a minimum 3 mil. thick plastic and secure it to the valve box using duct tape or electrical tape. 6- Valve box shall be located in planting area. 4"-8" Flow HYDROMETER Three inch (3") thick layer of pea gravel. 7 P-IN-20124_WA-14
317

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 50
IRRIGATION DETAILS & NOTES FLOW Notes: 1- Hydrometer shall be of make and model as recommended by the controller manufacturer. 2- Hydrometer wire shall be per manufacturer's specifications. 3- All wire runs shall be continuous without any splices. 4- All wire shall be placed in 1-1/2" Sch. 40 electrical conduit. 5- See hydrometer detail for further information. 6- Flow run pipe shall be reduced down one (1) pipe size as indicated. Example 3" mainline = 2-1/2" flow run 2-1/2" mainline = 2" flow run 2" mainline = 1-1/2" flow run 5 x diameter of pipe. 5 x diameter of pipe. Mainline pipe from from backflow prevention device. Mainline pipe to irrigation system. Sch. 40 PVC coupling. Sch. 40 PVC reducer. Flow run. Pipe size shall be one size less than the mainline. Hydrometer. See irrigation plans for make, model, and size. HYDROMETER LAYOUT P-IN-20124_WA-19 1 Notes: 1- Install gate valve per manufacturer's specifications and recommendations. 2- Valve box shall be wrapped with minimum 3 mil thick plastic and secure it to valve box using duct tape or electrical tape. 3- Valve box shall be located in planting area. Rectangular valve box with locking lid. Gate valve w/ 2" square operating nut. (See irrigation legend for make and model). 6" Sch. 40 PVC sleeve. Finished grade. Four (4) 4" x 6" bricks. Two (2) Sch. 80 PVC flanges. 3 8" steel ties. Irrigation mainline. 12" x 18" x 8" concrete anchor. Existing soil. 6"
Min. GATE VALVE W/ FLANGED ENDS
2 P-IN-20124_WA-16 Round valve box with locking lid. Notes: 1- All threaded connections shall be installed using teflon tape. 2- Valve box shall be wrapped with a minimum 3 mil thick plastic and secured to the valve box using duct tape or electrical tape. 3- All quick couplers shall be installed a minimum of 18" off of the mainline. 4- Valve boxes shall be located in planting areas. Finished grade. Stainless steel screw clamp. #6 x 48" rebar. Pavement. Quick coupler valve. (See irrigation legend for make and model number). Sch. 80 PVC nipple. Three (3) 4" x 8" bricks. Sch. 80 PVC swing joint. Mainline. (See irrigation plans for sizing). Sch. 80 PVC tee or elbow. 4 -8" QUICK COUPLER VALVE
3 P-IN-20124_WA-15 Note: 1- Common wire and controller wire shall be direct burial 14 AWG or larger controller manufacturer approved 2-wire irrigation wire . 2- All wire runs shall be continuous without any splices unless approved by the Owner's Representative. See splice box detail. Wire connections shall be made using DBR/Y-6 connectors or approved equal. 3- Contractor shall coil and additional five feet (5') of 2-wire irrigation wire at each valve for future use and secure it below the valve using black zip ties. 4-Valve box shall be wrapped with min. 3 mil thick plastic and secured using duct tape or electrical tape. 5- Mainlines 4" or larger shall use saddles at the connection points to the irrigation valve. (See specifications for irrigations saddles). 6- All Sch. 80 PVC to Sch. 40 PVC threaded connections shall be made using teflon tape. 7- Valve boxes shall be located in planting areas. Rectangular valve box with locking lid. Remote control irrigation valve. (See irrigation plans for size and model). Finished grade. Four (4) 4" x 8" bricks. Sch. 80 PVC male adapter. Sch. 80 PVC tru-union ball valve. Sch. 40 PVC 90° elbow. 3 8" welded wire mesh. Sch. 40 PVC pipe. Sch. 40 or 80 PVC tee or elbow. (See irrigation plan mainline size and type). Plastic tag with valve station number ID. Sch. 80 PVC male union. Mainline. (See irrigation plans for size and type). Pavement. 24" min. 4"- 8" 2- WIRE REMOTE CONTROL VALVE Three inch (3") thick layer of pea gravel. 2-wire irrigation wires. (See 2-wire irrigation connection detail). P-IN-20124_WA-18 4 2-WIRE IRRIGATION CONNECTIONS
1 23
4 4
5 8672
3 5
9 8
1 9
1 See detail for irrigation valve. See irrigation plans for piping. Waterproof connections to valve. 3M DBR-Y/6 grease packs or approved equal.2 Waterproof connection for common wire to valve. 3M DBR-Y/6 grease packs or approved equal.3 Two-wire irrigation wire. (See specifications for further information.)45 Irrigation mainline. See irrigation plans for further information. Two-wire red wire to red biCoder wire with a waterproof connector. 3M DBR-Y/6 grease packs or approved equal.6 Black two-wire irrigation wire to waterproof connector. 3M DBR-Y/6 grease packs or approved equal.7 Two-wire irrigation decoder. See irrigation plans for make and model. Attach to the valve box using a stainless steel self tapping screw.8 PLAN VIEW9 1-1/2" Sch. 40 electrical conduit. SECTION VIEW SECTION VIEW Note 1- Contractor shall provide five (5') additional feet of 2-wire at each valve location and coil it underneath the irrigation valve and secure it with black zip ties. 5 P-IN-20124_WA-17 1" BASKET DRIP FILTER/PRESSURE REGULATOR Round locking valve box. Finished grade. 1" Basket filter/pressure regulator. See irrigation legend for make and model #. 1" Sch. 80 threaded union. 1" Sch. 80 male adapter. Lateral line pipe to the remote control irrigation valve. See irrigation plans for pipe size. 4" x 8" bricks. 1 4" stainless steel mesh. Three inch thick (3") pea gravel. Notes: 1- Contractor shall threaded fittings with no more than two (2) wraps of teflon tape or monster tape. 2- Prior to the installation of the drip filter/pressure regulator, the Contractor shall flush the lines a minimum of two (2) times to remove all glue, tape and/or debris from the mainline and lateral lines. 3- After the installation of the drip filter/pressure regulator, the Contractor shall cap all lateral lines downstream of the filter and pressurize the irrigation system and verify there are no leaks or breaks. 3" - 4" typ.
6 P-IN-20124_WA-02 24" min. Note: 1- Valve boxes shall be located in planting areas. 2- Splices shall only be made at electrical pull boxes. 3- Low voltage wires under roadways must be in continuous conduit with 90° Sch. 40 PVC sweeps terminating in pull boxes. 4- All wire connections shall be made using DBR/Y-6 connectors or approved equal. 5- Valve box shall be wrapped with minimum 3 mil. thick plastic and secure it using duct tape or electrical tape. Pavement. Circular valve box with locking lid. Water proof wire connectors. Controller wires with 24" min. expansion curls. Finished grade. 3 8" welded wire mesh. Four (4) 4" x 8" bricks. Direct burial (low voltage) irrigation controller wires. SPLICE BOX 7 P-IN-20124_WA-12 1'-0" 1'-0" 1'-0" 1'-0"
BV
ICV
SA
QCV
GR Jumbo rectangular valve box (22" x 16" x 12") Standard rectangular valve box (18" x 12" x 12") 1'- 0"
Typ.

Water type
Controller
DesignationBox size
Lid Color # 1 # 2 # 3 # 4 # 5 Identification Guide PWPWPWPWPWPWPWPWPWPWPWPWPW AAAAAAAAAAAAA MV FSHMBVBVGVARV QCV RCV MS GRSBFC # 2 # 2 # 2 # 2 # 1 # 2 # 2 # 4 # 2 # 2 # 5 # 4 # 2 Green Green Green Green Green Green Green Green Green Green Green Green Green Master valve Flow sensor Hydrometer Ball valve 3" or less Ball valve 4" or more Gate valve Air release valve Quick coupler valve Remote control valve Moisture sensor Grounding rod Splice box Future connection EXAMPLE Potable water system on Controller 'A', Remote control valve station # 3. PLAN VIEW Pavement, wall, or building. Notes: 1- Valve box # 1 thru # 4 shall have stainless steel locking hardware. 2- Valve boxes shall be labeled by hot iron branding or aluminum asphaltic base water proof paint. 3- Locate valve assemblies in planting area. 4- Valve locations shall be approved by the Owner's Representative prior to installation. 5- Valve boxes shall be centered above valve assemblies to facilitate access and maintenance. 6- Valve boxes shall be flush with finished grade. 7- Valve boxes shall be set parallel to each other and perpendicular to the edge of pavement. 8- See other irrigation details for further information. Standard rectangular valve box (18" x 12" x 24") Circular valve box (10" D) Circular valve box (6" D) PW A SA # 3 Green Surge Arrestor VALVE BOX LAYOUT 8 P-IN-20124_WA-11
18" min. PLAN VIEW SECTION VIEW Pressure compensating bubbler/emitter shall be set 1" above finished grade. (See irrigation legend for make and model). Hunter 12" x 1 2" swing joint. Finished grade. Sch. 40 PVC 90° elbow slip to thread. Lateral line irrigation. (See irrigation plans for sizing). Sch. 40 PVC 90° elbow slip to thread. Sch. 40 PVC Tee or 90° elbow. Edge of root ball. Existing or modified soil. (See specifications for soil modification). Lateral line irrigation. (See irrigation plans for sizing). Notes: 1- All irrigation fittings shall be Sch. 40 PVC unless specified otherwise. 2- All threaded connections from Sch. 40 to Sch. 80 PVC shall be made using teflon tape. 3- Contractor shall settle the area around the bubbler and edge of the root ball so that all irrigation flows through the root ball. Edge of root ball. Settle backfill so that irrigation flows through the root ball. Hunter 12" x 1 2" swing joint. BUBBLER/EMITTER ON ROOT BALL LAYOUT
9 P-IN-20124_WA-06
318

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 51
IRRIGATION DETAILS & NOTES 1234567891086 GROUNDING PLATE AND LIGHTNING ARRESTOR 3/4" = 1'-0" Notes: - Decoder system grounding shall be per the controller manufacturer's specifications and recommendations or at a minimum of every five hundred feet (500') of the irrigation 2-wire path run and irrigation 2-wire path spurs of fifty feet (50') or greater. - All Sch. 40 electrical conduit openings shall be filled with a foam sealant after grounding installation prior to backfilling. - Acceptable earth ground shall not exceed 10 ohms. - Grounding testing shall be performed by a certified 3rd party and documentation of grounding certification shall be provided to the Owner and Owner's Representative prior to project acceptance and beginning of the maintenance period. - See 2-wire irrigation connection detail for further information. - See 2-wire remote control irrigation valve detail for further information. - Contractor shall include in their bid the addition of one (1) copper grounding plate and #6 AWG bare copper wire for controller grounding as necessary. Paige Electric 4" x 36" copper grounding plate, pre-connected to ten feet (10') of #6 AWG bare copper wire. Install grounding plate perpindicular to the wire run and a minimum of eight (8') from the wire path. 1 Paige electric 'Power Set' contact enhancement material. Apply fifty pounds (50 lbs.) to the immediate area surrounding all sides of the grounding plate. 23 Groundwire pre-connected to the grounding plate or use CAD WELD to connect to the plate. 4 #6 AWG bare copper wire. 5 Lightning arrestor. 6 DBR/Y-6 waterproof greas packs. 7 2-wire irrigation path. 8 Controller decoder. 9 1-1/2" Sch. 40 electrical conduit. 10 Finished grade. 24" 8' min. 8' min. 1 P-IN-20124_WA-03 PLAN VIEW SECTION VIEW MOISTURE SENSOR WITH SINGLE EMITTER Pavement. Finished grade. Connect red to red wire and black to black wire with a water proof splice connector as approved by the Controller manufacturer. Round valve box with locking lid. Round valve box with locking lid. Connect red to red wire and black to black wire with a water proof splice connector as approved by the Controller manufacturer. Moisture sensor shall be located on the opposite side of the root ball from the irrigation emitter. Set length at a 45° angle and blade in the vertical position with wires at the bottom. Locate sensor at inner edge of plant berm. Sensor depth shall vary depending on plant species and size of root ball. Moisture sensor shall be located on the opposite side of the root ball from the irrigation emitter. Set length at a 45° angle and blade in the vertical position with wires at the bottom. Locate sensor at inner edge of plant berm. Sensor depth shall vary depending on plant species and size of root ball. Connect red to red wire and black to black wire with a water proof splice connector as approved by the Controller manufacturer. Three (3) 4" x 8" bricks. 38" welded wire mesh. 1-1/2" Sch. 40 electrical conduit. Note: 1- Common wire and controller wire shall be direct burial twisted #14 AWG or larger with a color coded polyethylene jacket or per the controller manufacturer approved 2-wire irrigation wire . 2- All wire runs shall be continuous without any splices unless approved by the Owner's Representative. See splice box detail. Wire connections shall be made using DBR/Y-6 connectors or approved equal. 3- All 2-wire irrigation wire shall be in sleeved in 1-1/2" Sch. 40 electrical conduit. 4- See 2-wire irrigation valve detail and 2-wire irrigation connection detail for further information. 5- 2-wire shall be stripped using Gorilla 2-wire wire strippers or approved equal. 5- Moisture sensor is provided with fifty feet (50') of wire attached. The sensor is to be installed within this limits of this wire. In no circumstances shall a splice box be used to extend the wire distance without written approval from the Owner's Representative. 6- Moisture sensor shall be placed in the location as shown on the plans and connected to the remote control irrigation valves that irrigates that area. In no circumstances shall a moisture sensor be connected to a valve that does not irrigate in that location without written approval from the Owner's Representative. If approval is given the sensor location, valve it is connected to and valve that irrigates its location shall be noted on the as-builts. 7- Sensor location shall be reviewed and approved by the Owner's Representative prior to backilling. Contractor shall test the connectivity of the sensor to the controller through the irrigation controller or controller's online management software. Seal each end of the conduit run using aerosol foam or approved equal. Seal each end of the conduit run using aerosol foam or approved equal. Contractor shall leave three feet (3') of extra moisture sensor wire and coil it into a one foot (1') diameter bundle and secure it underneath the irrigation valve with black zip ties. 12" min.

Depth
Varies 2 P-IN-20124_WA-13 Notes: 1- Common and controller wire to be bundled using electrical tape at 10'-0" on center. 2- Grounding rods shall be located between 8'-0" and 12'-0" away from the controller. Grounding rods shall be 3 8" in diameter x 8' in length. Connect the grounding rod to the controller using 6 gauge bare copper wire or per the manufacturer's specifications.See grounding rod detail. 3- ET Station to be installed no further than 90' away from the controller and a minimum of 15' off of the ground, out from under any overhead obstructions such as, but not limited to building overhangs, trees, or utilities. Pedestal mounted controller. (See irrigation legend for make and model. Install controller per the manufacturer's specifications). 2" PVC electrical conduit for remote control wires up to 24 stations. 1" PVC electrical conduit for input power per local and national. 12" DIA. x 4" long cadium plated 'J' anchor bolts at 4 locations. Concrete footing. (Install per manufacture's specifications) 1" PVC electrical conduit for grounding rod wire. 1" PVC electrical conduit for sensor wires. 1'-0"
min. Optional 2" electrical conduit for an additional 24 stations. FINISHED GRADE FRONT ELEVATION SIDE ELEVATION 2" PEDESTAL MOUNTED CONTROLLER 3 P-IN-20124_WA-05 319
Riggin Ave. QL
3 Riggin Ave. QL12 TREES CODE BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY QL Quercus lobata Valley Oak 15 gal Deciduous Street Tree Low Standard Yes 71 Tree Legend PLANTING SYMBOL DESCRIPTION QTY 5" thick layer or RECYCLED LANDSCAPE MULCH. Contact West Coast Sand & 82,447 sf Gravel at 559. 801. 1150 for further information. See specifications for further information 32-93-03 Groundcover Legend Notes: 1 - Graphic quantities take precedence over written quantities 2 - All trees shall be of quality as prescribed in the details and specifications. Any tree not meeting such requirements shall be removed from the site and replaced at no cost to the owner. 3 - Trees shall not be planted within: a. 6'-0" of drive approaches b. 6'-0" of sewer lines c. 6'-0" of water lines d. 10'-0" of fire hydrants e. 20'-0" of light standards 4 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 52

TREE & GROUNDCOVER PLANS
Matchline 'A'- See Above
Matchline 'B'- See Sheet L-15 Matchline 'A'- See Below
320
Riggin Ave. QL
6 Riggin Ave. 13QL TREES CODE BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY QL Quercus lobata Valley Oak 15 gal Deciduous Street Tree Low Standard Yes 71 Tree Legend PLANTING SYMBOL DESCRIPTION QTY 5" thick layer or RECYCLED LANDSCAPE MULCH. Contact West Coast Sand & 82,447 sf Gravel at 559. 801. 1150 for further information. See specifications for further information 32-93-03 Groundcover Legend Notes: 1 - Graphic quantities take precedence over written quantities 2 - All trees shall be of quality as prescribed in the details and specifications. Any tree not meeting such requirements shall be removed from the site and replaced at no cost to the owner. 3 - Trees shall not be planted within: a. 6'-0" of drive approaches b. 6'-0" of sewer lines c. 6'-0" of water lines d. 10'-0" of fire hydrants e. 20'-0" of light standards 4 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 53

TREE & GROUNDCOVER PLANS
Matchline 'B'- See Sheet L-14
Matchline 'C'- See Below
Matchline 'C'- See Above
Matchline 'D'- See Sheet L-16
321
Riggin Ave. QL
3 Riggin Ave.

Clancy St. QL
7 TREES CODE BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY QL Quercus lobata Valley Oak 15 gal Deciduous Street Tree Low Standard Yes 71 Tree Legend PLANTING SYMBOL DESCRIPTION QTY 5" thick layer or RECYCLED LANDSCAPE MULCH. Contact West Coast Sand & 82,447 sf Gravel at 559. 801. 1150 for further information. See specifications for further information 32-93-03 Groundcover Legend Notes: 1 - Graphic quantities take precedence over written quantities 2 - All trees shall be of quality as prescribed in the details and specifications. Any tree not meeting such requirements shall be removed from the site and replaced at no cost to the owner. 3 - Trees shall not be planted within: a. 6'-0" of drive approaches b. 6'-0" of sewer lines c. 6'-0" of water lines d. 10'-0" of fire hydrants e. 20'-0" of light standards 4 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 54

TREE & GROUNDCOVER PLANS
Matchline 'D'- See Sheet L-15
Matchline 'E'- See Below
Matchline 'E'- See Above
Matchline 'F'- See Sheet L-17
322
Riggin Ave.QL12 Riggin Ave. TREES CODE BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY QL Quercus lobata Valley Oak 15 gal Deciduous Street Tree Low Standard Yes 71 Tree Legend PLANTING SYMBOL DESCRIPTION QTY 5" thick layer or RECYCLED LANDSCAPE MULCH. Contact West Coast Sand & 82,447 sf Gravel at 559. 801. 1150 for further information. See specifications for further information 32-93-03 Groundcover Legend Notes: 1 - Graphic quantities take precedence over written quantities 2 - All trees shall be of quality as prescribed in the details and specifications. Any tree not meeting such requirements shall be removed from the site and replaced at no cost to the owner. 3 - Trees shall not be planted within: a. 6'-0" of drive approaches b. 6'-0" of sewer lines c. 6'-0" of water lines d. 10'-0" of fire hydrants e. 20'-0" of light standards 4 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 55

TREE & GROUNDCOVER PLANS
Matchline 'F'- See Sheet L-16
Matchline 'G'- See Below
Matchline 'G'- See Above
Matchline 'H'- See Sheet L-18
323
Riggin Ave. QL13 Riggin Ave.

Shirk St.
2QL TREES CODE BOTANICAL NAME COMMON NAME SIZE TYPE USE WUCOLS STYLE CA NATIVE QTY QL Quercus lobata Valley Oak 15 gal Deciduous Street Tree Low Standard Yes 71 Tree Legend PLANTING SYMBOL DESCRIPTION QTY 5" thick layer or RECYCLED LANDSCAPE MULCH. Contact West Coast Sand & 82,447 sf Gravel at 559. 801. 1150 for further information. See specifications for further information 32-93-03 Groundcover Legend Notes: 1 - Graphic quantities take precedence over written quantities 2 - All trees shall be of quality as prescribed in the details and specifications. Any tree not meeting such requirements shall be removed from the site and replaced at no cost to the owner. 3 - Trees shall not be planted within: a. 6'-0" of drive approaches b. 6'-0" of sewer lines c. 6'-0" of water lines d. 10'-0" of fire hydrants e. 20'-0" of light standards 4 - All quantities and amounts shown on the plans are best estimates for the benefit of the contractor. In field conditions may vary compared to what is shown on the plans. Therefore, it is the Contractor 's responsibility to verify all lengths, square footages, and amounts prior to bidding the project.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH

NOT FOR CONSTRUCTION
R 0 40 feet 1" = 20' 20 60 80 56

TREE & GROUNDCOVER PLANS
Matchline 'H'- See Sheet L-17
Matchline 'I'- See Below
Matchline 'I'- See Above
324

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 1. Existing utilities- information on the drawings relating to existing utility lines and services from the best sources available. All such information is furnished only for information and is not guaranteed. The Contractor shall excavate test pits as required to determine the exact location of existing utilities. Call utility locating service for precise utility locations before beginning of any work. DIG ALERT, 811. 2. Utility Requirements- The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below shall be contacted. - Gas Company - Telephone Company - Electrical Power Company - Cable Television Company - Water Supply Company The California Public Utilities Commission mandates that in, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the gas company's headquarters planning office 48 hours prior to the start of construction. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes, and structures. Contractor shall take sole responsibility for any cost incurred due to damage of said utilities. 4. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner's Representative of any discrepancies between the information on the drawings and the actual conditions refraining from doing any work in said areas until given approval to do so by the Owner's Representative. 5. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation of conduct of the work as drawn and specified. If the contractor observes that a conflict exist between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. 6. Wherever references are made to standards or coded in accordance with which works is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless expressly set forth. 7. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. 8. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor's actions. 9. The Contractor shall be responsible for any coordination with subcontractors as requiring to accomplish the planting operations. 10. Contractor shall be aware of all surface and subsurface conditions, and to notify the Owner's Representative, in writing of any circumstances that would negatively impact the health of plantings. Contractor shall not proceed with work until corrected. a. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering the cost of corrections. If the contractor fails to notify the Owner's Representative of such conditions, he/she shall remain responsible for the plant material under the warrantee clause of the specifications. 11. Irrigation and site preparation work shall be completed and accepted prior to the installation of any plants. a. Planting operations shall not begin until such time that the irrigation system is completely operational for the areas to be planted, and the irrigation system for that area has been preliminarily inspected and approved by the Owner's Representative. 12. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relive the Contractor from meeting all the requirements in the plans, details and specifications. a. Pre - Construction meeting. b. Site conditions prior to the start of planting. c. Plant quality. d. Completion of planting. 13. If the work fails to pass inspection, any subsequent inspections must be rescheduled as required in the specifications. The cost to the Owner for additional inspections will be charged to the Contractor at the prevailing hourly rate of the inspector. 14. Contractor shall include in the bid continued maintenance (warranty) period of 1 year after completion of construction and acceptance of the project in writing by the City of Visalia. 15. Submit to the Owner's representative, for approval, plant sources including the names and locations of nurseries proposed as sources of acceptable plants, and a list of the plants they will provide. The plant list shall include the botanical and common name and the size at the time of selection. Inspect all nursery materials to determine that the materials meet the requirements of the specification. 16. The landscape plans have designed in accordance with the state model water efficient landscape ordinance (MWELO). It is the Contractors responsibility to adhere to the requirements and regulations of that ordinance during the installation of the landscape design plan. During the installation of the landscape design plan, any portion which comes into conflict with MWELO shall be brought to the attention of the Owner/Owner's Representative. In the even that notification does not take place, the Contractor assumes responsibility for all necessary changes and work in order to meet compliance. GENERAL PLANTING NOTES Example A B Aspect Ratio 2.50" 1.80" 0.72 2.0" 2.0" 1.0 2.50" 2.0" 0.80 4.0" 3.0" 0.75 A
B
A
B Notes: 1- Aspect ratio shall be less than 0.66 on all branch unions. Aspect ratio is the diameter of branch (B) divided by the diameter of the trunk (A) as measured 1" above the top of the branch union. 2- Any tree not meeting the crown observations detail may be rejected. Example A B Aspect Ratio 1.50" 0.50" 0.33 2.50" 0.90" 0.36 2.0" 1.00" 0.50 2.50" 1.60" 0.64 One central leader (No codominant leaders) Aspect ratio is less than 0.66. Aspect ratio is greater than 0.66. Multiple leaders (Several codominant leaders) ACCEPTABLE REJECTABLE A
B
A
B
A
B
B Aspect ratio of B:A less than 0.66 as measured 1" above the top of the branch union. Aspect ratio of B:A greater than or equal to 0.66 as measured 1" above the top of the branch union. CROWN OBSERVATION DETAIL - HIGH BRANCHED 1 P-IN-20124_WA-20 ACCEPTABLE REJECTABLE Structural roots primarily grow to one side. Structural roots missing from one side, and/or grow tangent to trunk. Root collar. Structural roots circle interior of root ball. No structural roots are horizontal and reach the root ball periphery near the top of the root ball. Structural roots descend into root ball interior. No structural roots are horizontal and reach the root ball periphery near the top of the root ball. Roots radiate from trunk and reach side of root ball without deflecting down or around. Root ball periphery. Notes: 1- Observations of roots shall occur prior to acceptance. Roots and substrate may be removed during the observation process; substrate/soil shall be replaced after observation has been completed. 2- Small roots ( 1 4" or less) that grow around, up, or down the root ball periphery are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 3- See specifications for observation process and requirements. Absorbing roots. Structural roots. Roots growing tangent to trunk. Structural root. 0-2" Top of root ball.Point where top- most root emerges from trunk. Only absorbing roots reach the periphery near the top of the root ball. Structural roots mostly wrap or are deflected on the root ball interior. The point where top-most root(s) emerges from the trunk (root collar) should be within the top 2" of substrate. The root collar and the root ball interior should be free of defects including circling, kinked, ascending, and stem girdling roots. Structural roots shall reach the periphery near the top of the root ball. Structural roots circle and do not radiate from the trunk. ROOT OBSERVATION DETAIL - CONTAINER 2 P-IN-20124_WA-21 Trunk caliper shall meet ANSI Z60 current edition for root ball size. Modified soil. Depth varies. (See soil preparation plan). Finished grade. Bottom of root ball rests on existing or recompacted soil. Central leader. (See crown observations detail). SECTION VIEW Root ball modified as required. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Top of root ball shall be flush with finished grade. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. Existing soil. TREE W/ BERM - MODIFIED SOIL 3 P-IN-20124_WA-22 SECTION VIEW
6'-0" 2'-0" Two (2) three inch lodge pole pine stakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. PLAN VIEW Rubber tree ties. Lodge pole stakes. Remove nursery stake. If central leader needs to be straightened or held erect, it is acceptable to attach a 1 2" x 8' bamboo pole to the central leader and trunk. 32" long non - abrasive rubber ties. Prevailing wind. TREE STAKING - LODGEPOLES (2) 4 P-IN-20124_WA-23 4'-0" Min.
8'-0" 8'-0" PLAN VIEW Curb. Eighteen inch (18") deep linear root barrier (See specifications). Pavement. Tamp soil adjacent to root barriers to stabilize them. Notes: 1- Root barriers shall be installed per manufacturer's specifications and recommendations. 2- Root barriers shall be installed when root ball is located within 8' of pavement. Finished grade 2" below adjacent pavement. 1' - 6" 18" deep linear root barrier (See specifications). Curb. SECTION VIEW Top of root barrier 1" above finished grade. 8'-0" or less Existing soil. 3" Max LINEAR ROOT BARRIERS 5 P-IN-20124_WA-24 57

PLANTING DETAILS & NOTES
325
GENERAL CONDITIONS A. CONTRACT DOCUMENTS: Shall consist of specifications and its general conditions and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any parts shall be as binding as if called for in all parts. B. VERIFICATION: The Contractor shall verify measurements on the drawings before beginning work. In case of error or discrepancy in the drawings or specifications or in the work of others affecting his/her work, he/she shall notify the Owner's Representative immediately. The Contractor shall be held responsible for any damages or loss due to his/her failure to observe these instructions. C. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise noted, the Contractor shall provide and pay for all materials, labor, tools, and other items necessary and incidental to the completion of his/her work. D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an adequate survey of the property. The Contractor shall obtain and pay for all permits and comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a variance exists therewith he/she shall promptly notify the Owner's Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. E. PROTECTION OF WORK, PROPERTY AND PERSON: The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to his/her actions. F. CHANGES IN THE WORK: The owner may order changes in the work, and the contract sum being adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extras must be made in writing before executing the work involved. G. CORRECTION OF WORK: The Contractor shall re-execute any work that fails to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative for a period of ninety (90) days from the date of completion of the contract. H. Owner's Authorized Representative: The Owner's authorized representative acts as the authorized representative of the Owner in conjunction with the project manager, and has authority to accept or reject materials or workmanship and to make minor changes in the work not involving extra cost. He will also interpret the meaning of the contract documents and may stop the work if necessary to ensure its proper execution. I. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After reviewing the drawings thoroughly it is the Contractor's responsibility to clarify with the Owner's Representative any questions the Contractor may have regarding the method of construction, quantities, or quality of materials included or called out. If the Contractor cannot contact the Owner's Representative, the Contractor must qualify his/her bid or accept the interpretation of the Owner's Representative on the questionable areas as they develop during construction. J. SAMPLES: The Owner's Representative reserves the right to take and analyze samples of materials for conformity to specifications at any time. The Contractor shall furnish samples upon request by the Owner's Representative. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. K. PRE-CONSTRUCTION CONFERENCE: Schedule a pre-construction meeting with the Owner's Representative at least seven (7) days before beginning work. The purpose of this conference is to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule. SECTION 32 91 00 PLANTING SOIL PART 1 GENERAL 1.1 SUMMARY A. The scope of work includes all labor, materials, tools, supplies, equipment, facilities, transportation and services necessary for, and incidental to performing all operations in connection with furnishing, delivery, and installation of Planting Soil and /or the modification of existing site soil for use as Planting Soil, complete as shown on the drawings and as specified herein. B. The scope of work in this section includes, but is not limited to, the following: 1. Modify existing stockpiled site soil. a. Modify existing site soil in place for use as Planting Soil. b. Install existing or modified existing soil for use as Planting Soil. 2. Fine grade Planting Soil. 3. Install Compost into Planting Soil. 4. Clean up and disposal of all excess and surplus material. 1.2 CONTRACT DOCUMENTS A. Shall consist of specifications, general conditions, and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any parts shall be as binding as if called for in all parts. 1.3 RELATED DOCUMENTS AND REFERENCES A. Related Documents: 1. Drawings and general provisions of contract, including general and supplementary conditions and Division I specifications, apply to work of this section. 2. Related Specification Section a. Section - Planting b. Section - Irrigation B. References: The following specifications and standards of the organizations and documents listed in this paragraph form a part of the Specification to the extent required by the references thereto. In the event that the requirements of the following referenced standards and specification conflict with this specification section the requirements of this specification shall prevail. In the event that the requirements of any of the following referenced standards and specifications conflict with each other the more stringent requirement shall prevail. 1. ASTM: American Society of Testing Materials cited section numbers. 2. U.S. Department of Agriculture, Natural Resources Conservation Service, 2003. National Soil Survey Handbook, title 430-VI. Available Online. 3. US Composting Council www.compostingcouncil.org http://compostingcouncil.org/admin/wp-content/plugins/wp-pdfupload/pdf/191/LandscapeArch_Specs.pdf. 4. Methods of Soil Analysis, as published by the Soil Science Society of America (http://www.soils.org/). 5. Up by Roots: healthy soils and trees in the built environment. 2008. J. Urban. International Society of Arboriculture, Champaign, IL. 1.4 VERIFICATION A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner's Representative of any discrepancies between the information on the drawings and the actual conditions, refraining from doing any work in said areas until given approval to do so by the Owner's Representative. 1.5 PERMITS AND REGULATIONS A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a conflict exists between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. B. Wherever references are made to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless otherwise expressly set forth. C. In case of conflict among any referenced standards or codes or among any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. D. Comply with the requirements of the California code of regulation title 23 waters, division 2 department of water resources chapter 2.7 model water efficient landscape ordinance, 492.5 soil management report. 1. Where requirements of specification section Planting Soil are more stringent than the California code, the more stringent requirements shall prevail. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor's actions. 1.7 CHANGES IN WORK A. The Owner's Representative may order changes in the work, and the contract sum adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in writing before executing the work involved. B. All changes in the work, notifications and contractor's request for information (RFI) shall conform to the contract general condition requirements. 1.8 CORRECTION OF WORK A. The Contractor shall re-execute any work that fails to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative, at the soonest possible time that can be coordinated with other work and seasonal weather demands but not more than 180 (one hundred and eighty) days after notification. 1.9 DEFINITIONS A. Acceptable drainage: Drainage rate is sufficient for the plants to be grown. Not too fast and not too slow. Typical rates for installed Planting Soil are between 1 - 5 inches per hour. Turf soils are often higher, but drainage rates above 2 - 3 inches per hour will dry out very fast. In natural undisturbed soil a much lower drainage rate, as low as 1/8th inch per hour can still support good plant growth. Wetland plants can grow on top of perched water layers or even within seasonal perched water layers, but could become unstable in high wind events. B. Amendment: material added to Topsoil to produce Planting Soil Mix. Amendments are classified as general soil amendments, fertilizers, biological, and pH amendments. C. Biological Amendment: Amendments such as Mycorrhizal additives, compost tea or other products intended to change the soil biology. D. Compacted soil: soil where the density of the soil is greater that the threshold for root limiting, and further defined in this specification. E. Compost: well decomposed stable organic material as defined by the US Composting Council and further defined in this specification. F. Drainage: The rate at which soil water moves through the soil transitioning the soil from saturated condition to field capacity. Most often expressed as saturated hydraulic conductivity (Ksat; units are inches per hour). G. End of Warranty Acceptance: The date when the Owner's Representative accepts that the plants and work in this section meet all the requirements of the warranty. It is intended that the materials and workmanship warranty for Planting, Planting Soil, and Irrigation (if applicable) work run concurrent with each other, and further defined in this specification. H. Existing Soil: Mineral soil existing at the locations of proposed planting after the majority of the construction within and around the planting site is completed and just prior to the start of work to prepare the planting area for soil modification and/or planting, and further defined in this specification. I. Fine grading: The final grading of the soil to achieve exact contours and positive drainage, often accomplished by hand rakes or drag rakes other suitable devices, and further defined in this specification, and further defined in this specification. J. Finished grade: surface or elevation of Planting Soil after final grading and 12 months of settlement of the soil, and further defined in this specification. K. Graded soil: Soil where the A horizon has been stripped and relocated or re-spread; cuts and fills deeper than 12 inches, and further defined in this specification. L. Installed soil: Planting soil and existing site soil that is spread and or graded to form a planting soil, and further defined in this specification. M. Minor disturbance: Minor grading as part of agricultural work that only adjusts the A horizon soil, minor surface compaction in the top 6 inches of the soil, applications of fertilizers, installation of utility pipes smaller than 18 inches in diameter thru the soil zone. N. Owner's Representative: The person or entity, appointed by the Owner to represent their interest in the review and approval of the work and to serve as the contracting authority with the Contractor. The Owner's Representative may appoint other persons to review and approve any aspects of the work. O. Ped: a clump or clod of soil held together by a combination of clay, organic matter, and fungal hyphae, retaining the original structure of the harvested soil. P. Planting Soil: Topsoil, or Planting Soil Mixes which are imported or existing at the site, or made from components that exist at the site, or are imported to the site; and further defined in this specification. Q. Poor drainage: Soil drainage that is slower than that to which the plants can adapt. This is a wide range of metrics, but generally if the soil is turning grey in color it is reasonable preferable to either to plant moisture adaptive plants at smaller sizes that are young in age with shallow root balls or look at options to improve the drainage R. Scarify: Loosening and roughening the surface of soil and sub soil prior to adding additional soil on top, and further defined in this specification. S. Soil Horizons: as defined in the USDA National Soil Survey Handbook http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/scientists/?cid=nrcs142p2_054242. T. Soil Tilling: Loosening the surface of the soil to the depths specified with a rotary tine tilling machine, roto tiller, (or spade tiller), and further defined in this specification. U. Soil trenching: Cutting narrow trenches thru the soil at the depths and spacing specified to loosen the soil profile, and further defined in this specification. V. Subgrade: surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing Planting Soil. W. Substantial Completion Acceptance: The date at the end of the Planting, Planting Soil, and Irrigation installation (if applicable) where the Owner's Representative accepts that all work in these sections is complete and the Warranty period has begun. This date may be different than the date of substantial completion for the other sections of the project, and further defined in this specification. X. Topsoil: naturally produced and harvested soil from the A horizon or upper layers or the soil as further defined in this specification. BB. Undisturbed soil: Soils with the original A horizon intact that have not been graded or compacted. Soils that have been farmed, subjected to fire or logged but not graded, and natural forested land will be considered as undisturbed. 1.10 SUBMITTALS A. See the contract General Conditions for policy and procedures related to submittals. B. Submit all product submittals eight weeks prior to the start of the soil work. C. Product data and certificates: For each type of manufactured product, submit data and certificates that the product meets the specification requirements, signed by the product manufacturer, and complying with the following: 1. Submit manufacturers or supplier's product data and literature certified analysis for standard products and bulk materials, complying with testing requirements and referenced standards and specific requested testing. a. For each Compost product submit the following analysis by a recognized laboratory: 1.) pH 2.) Salt concentration (electrical conductivity) 3.) Moisture content %, wet weight basis 4.) Particle size % passing a selected mesh size, dry weight basis 5.) Stability carbon dioxide evolution rate mg CO2-C per g OM per day 6.) Solvita maturity test 7.) Physical contaminants (inerts) %, dry weight basis 8.) US EPA Class A standard, 40CFR § 503.13, Tables 1 and 3 levels Chemical Contaminants mg/kg (ppm) b. For Coarse Sand product submit the following analysis by a recognized laboratory: 1.) pH 2.) Particle size distribution (percent passing the following sieve sizes): 3/8 inch (9.5 mm) No 4 (4.75 mm) No 8 (2.36 mm) No 16(1.18 mm) No 30 (.60 mm) No 50 (.30 mm) No 100 (.15 mm) No 200 (.075 mm) D. Samples: Submit samples of each product and material, where required by Part 2 of the specification, to the Owner's Representative for approval. Label samples to indicate product, characteristics, and locations in the work. Samples will be reviewed for appearance only. 1. Submit samples a minimum of 8 weeks prior to the anticipated date of the start of soil installation. 2. Samples of all Topsoil, Coarse Sand, Compost and Planting Soil shall be submitted at the same time as the particle size and physical analysis of that material. E. Soil testing for Imported and Existing Topsoil, existing site soil to be modified as Planting Soil and Planting Soil Mixes. 1. Topsoil, existing site soil and Planting Soil Mix testing: Submit soil test analysis report for each sample of Topsoil, existing site soil and Planting Soil from an approved soil-testing laboratory and where indicated in Part 2 of the specification as follows: a. Submit Topsoil, Planting Soil, Compost, and Coarse Sand for testing at least 8 weeks before scheduled installation of Planting Soil Mixes. Submit Planting Soil Mix test no more than 2 weeks after the approval of the Topsoil, Compost and Coarse Sand. Do not submit to the testing laboratory, Planting Soil Mixes, for testing until all Topsoil, Compost and Coarse Sand have been approved. b. If tests fail to meet the specifications, obtain other sources of material, retest and resubmit until accepted by the Owner's Representative. c. All soil testing will be at the expense of the Contractor. 2. Submit all testing required by California Code of regulation Title 23 waters, Division 2 Department of Water resources Chapter 2.7 Model Water Efficient Landscape Ordinance, 492.5 Soil Management Report. 3. Provide a particle size analysis (% dry weight) and USDA soil texture analysis. Soil testing of Planting Soil Mixes shall also include USDA gradation (percentage) of gravel, coarse sand, medium sand, and fine sand in addition to silt and clay. 4. Provide the following other soil properties: a. pH and buffer pH. b. Percent organic content by oven dried weight. c. Nutrient levels by parts per million including: phosphorus, potassium, magnesium, manganese, iron, zinc and calcium. Nutrient test shall include the testing laboratory recommendations for supplemental additions to the soil for optimum growth of the plantings specified. d. Soluble salt by electrical conductivity of a 1:2 soil water sample measured in Milliohm per cm. e. Cation Exchange Capacity (CEC). 1.11 OBSERVATION OF THE WORK A. The Owner's Representative may observe the work at any time. They may remove samples of materials for conformity to specifications. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. 1. The Owner's Representative may utilize the Contractor's penetrometer and moisture meter at any time to check soil compaction and moisture. B. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relieve the Contractor from meeting all the requirements of this specification. 1. EXISTING SOIL CONDITIONS REVIEW: Prior to the start of any soil modification that will utilize or modify the existing soil. 2. EXCAVATION REVIEW: Observe each area of excavation prior to the installation of any Planting Soil. 3. COMPLETION of SOIL MODIFICATIONS REVIEW: Upon completion of all soil modification and installation of planting soil. 4. COMPLETION OF FINE GRADING AND SURFACE SOIL MODIFICATIONS REVIEW: Upon completion of all surface soil modifications and fine grading but prior to the installation of shrubs, ground covers, or lawns. 1.13 PRE-CONSTRUCTION CONFERENCE A. Schedule a pre-construction meeting with the Owner's Representative at least seven (7) days before beginning work to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule. 1.14 QUALITY ASSURANCE A. Installer Qualifications: The installer shall be a firm having at least 5 years of experience of a scope similar to that required for the work, including the preparation, mixing and installation of soil mixes to support planting. The installer of the work in Section: Planting, shall be the same firm installing the work in this section. 1. The bidders list for work under this section shall be approved by the Owner's Representative. 2. Installer Field Supervision: When any Planting Soil work is in progress, installer shall maintain, on site, an experienced full-time supervisor who can communicate in English with the Owner's Representative. 3. Installer's field supervisor shall have a minimum of five years experience as a field supervisor installing soil, shall be trained and proficient in the use of field surveying equipment to establish grades and can communicate in English with the Owner's Representative. 4. The installer's crew shall be experienced in the installation of Planting Soil, plantings, and irrigation (where applicable) and interpretation of planting plans, soil installation plans, and irrigation plans (where applicable). 5. Submit references of past projects and employee training certifications that support that the Contractors meet all of the above installer qualifications and applicable licensures. B. Soil testing laboratory qualifications: an independent laboratory, with the experience and capability to conduct the testing indicated and that specializes in USDA agricultural soil testing, Planting Soil Mixes, and the types of tests to be performed. Geotechnical engineering testing labs shall not be used. C. All delivered and installed Planting Soil shall conform to the approved submittals sample color, texture and approved test analysis. 1. The Owner's Representative may request samples of the delivered or installed soil be tested for analysis to confirm the Planting Soil conforms to the approved material. 2. All testing shall be performed by the same soil lab that performed the original Planting Soil testing. 3. Testing results shall be within 10% plus or minus of the values measured in the approved Planting Soil Mixes. 4. Any Planting Soil that fails to meet the above criteria, if requested by the Owner's Representative, shall be removed and new soil installed. D. Soil compaction testing: following installation or modification of soil, test soil compaction with a penetrometer. 1. Maintain at the site at all times a soil cone penetrometer with pressure dial and a soil moisture meter to check soil compaction and soil moisture. a. Penetrometer shall be AgraTronix Soil Compaction Meter distributed by Ben Meadows, www.benmeadows.com or approved equal. b. Moisture meter shall be “general digital soil moisture meter” distributed by Ben Meadows, www.benmeadows.com or approved equal. 2. Prior to testing the soil with the penetrometer check the soil moisture and penetrometer readings in the mockup soils. Penetrometer readings are impacted by soil moisture and excessively wet or dry soils will read significantly lower or higher than soils at optimum moisture. 3. The penetrometer readings shall be within 20% plus or minus of the readings in the approved mockup when at similar moisture levels. 1.15 SITE CONDITIONS A. It is the responsibility of the Contractor to be aware of all surface and subsurface conditions, and to notify the Owner's Representative, in writing, of any circumstances that would negatively impact the health of plantings. Do not proceed with work until unsatisfactory conditions have been corrected. 1. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering cost of corrections. If the Contractor fails to notify the Owner's Representative of such conditions, they shall remain responsible for plant material under the warrantee clause of the specifications. 2. This specification requires that all Planting Soil and Irrigation (if applicable) work be completed and accepted prior to the installation of any plants. 1.16 SOIL COMPACTION - GENERAL REQUIREMENTS A. Except where more stringent requirements are defined in this specification. The following parameters shall define the general description of the threshold points of soil compaction in existing, modified or installed soil and subsoil. B. The following are threshold levels of compaction as determined by each method. 1. Acceptable Compaction: Good rooting anticipated, but increasing settlement expected as compaction is reduced and/or in soil with a high organic matter content. a. Bulk Density Method - Varies by soil type see Chart on page 32 in Up By Roots. b. Standard Proctor Method - 75-85%; soil below 75% is unstable and will settle excessively. c. Penetration Resistance Method - about 75-250 psi, below 75 psi soil becomes increasingly unstable and will settle excessively. 2. Root limiting Compaction: Root growth is limited with fewer, shorter and slower growing roots. a. Bulk Density Method - Varies by soil type see Chart on page 32 in Up By Roots. b. Standard Proctor Method - above approximately 85%. c. Penetration Resistance Method - about 300 psi. 3. Excessive Compaction: Roots not likely to grow but can penetrate soil when soil is above field capacity. a. Bulk Density Method - Varies by soil type see Chart on page 32 in Up By Roots. b. Standard Proctor Method - Above 90%. c. Penetration Resistance Method - Approximately above 400 psi 1.17 DELIVERY, STORAGE, AND HANDLING A. Weather: Do not mix, deliver, place or grade soils when frozen or with moisture above field capacity. B. Protect soil and soil stockpiles, including the stockpiles at the soil blender's yard, from wind, rain and washing that can erode soil or separate fines and coarse material, and contamination by chemicals, dust and debris that may be detrimental to plants or soil drainage. Cover stockpiles with plastic sheeting or fabric at the end of each workday. C. All manufactured packaged products and material shall be delivered to the site in unopened containers and stored in a dry enclosed space suitable for the material and meeting all environmental regulations. Biological additives shall be protected from extreme cold and heat. All products shall be freshly manufactured and dated for the year in which the products are to be used. D. Deliver all chemical amendments in original, unopened containers with original labels intact and legible, which state the guaranteed chemical analysis. Store all chemicals in a weather protected enclosure. E. Bulk material: Coordinate delivery and storage with Owner's Representative and confine materials to neat piles in areas acceptable to Owner's Representative. 1.18 EXCAVATING AND GRADING AROUND UTILITIES A. Contractor shall carefully examine the civil, record, and survey drawings to become familiar with the existing underground conditions before digging. B. Determine location of underground utilities and perform work in a manner that will avoid damage. Hand excavate as required. Maintain grade stakes set by others until parties concerned mutually agree upon removal. C. Notification of the local utility locator service, Insert PHONE NUMBER, is required for all planting areas. The Contractor is responsible for knowing the location and avoiding utilities that are not covered by the 811, DIG ALERT. PART 2 PRODUCTS 2.1 IMPORTED TOPSOIL A. Imported Topsoil definition: Fertile, friable soil containing less than 5% total volume of the combination of subsoil, refuse, roots larger than 1 inch diameter, heavy, sticky or stiff clay, stones larger than 2 inches in diameter, noxious seeds, sticks, brush, litter, or any substances deleterious to plant growth. The percent (%) of the above objects shall be controlled by source selection not by screening the soil. Topsoil shall be suitable for the germination of seeds and the support of vegetative growth. Imported Topsoil shall not contain weed seeds in quantities that cause noticeable weed infestations in the final planting beds. Imported Topsoil shall meet the following physical and chemical criteria: 1. Soil texture: USDA loam, sandy clay loam or sandy loam with clay content between 15 and 25%. And a combined clay/silt content of no more than 55%. 2. pH value shall be between 5.5 and 7.0. 3. Percent organic matter (OM): 2.0-5.0%, by dry weight. 4. Soluble salt level: Less than 2 mmho/cm. 5. Soil chemistry suitable for growing the plants specified. B. Imported Topsoil shall be a harvested soil from fields or development sites. The organic content and particle size distribution shall be the result of natural soil formation. Manufactured soils where Coarse Sand, Composted organic material or chemical additives has been added to the soil to meet the requirements of this specification section shall not be acceptable. Retained soil peds shall be the same color on the inside as is visible on the outside. C. Imported Topsoil for Planting Soil shall NOT have been screened and shall retain soil peds or clods larger than 2 inches in diameter throughout the stockpile after harvesting. D. Stockpiled Existing Topsoil at the site meeting the above criteria may be acceptable. E. Provide a two gallon sample from each Imported Topsoil source with required soil testing results. The sample shall be a mixture of the random samples taken around the source stockpile or field. The soil sample shall be delivered with soil peds intact that represent the size and quantity of expected peds in the final delivered soil. 2.2 COMPOST A. Compost: Blended and ground leaf, wood and other plant based material, composted for a minimum of 9 months and at temperatures sufficient to break down all woody fibers, seeds and leaf structures, free of toxic material at levels that are harmful to plants or humans. Source material shall be yard waste trimmings blended with other plant or manure based material designed to produce Compost high in fungal material. 1. Compost shall be commercially prepared Compost and meet US Compost Council STA/TMECC criteria or as modified in this section for “Compost as a Landscape Backfill Mix Component”. http://compostingcouncil.org/admin/wp-content/plugins/wp-pdfupload/pdf/191/LandscapeArch_Specs.pdf 2. Compost shall comply with the following parameters: a. pH: 5.5 - 8.0. b. Soil salt (electrical conductivity): maximum 5 dS/m (mmhos/cm). c. Moisture content %, wet weight basis: 30 - 60. d. Particle size, dry weight basis: 98% pass through 3/4 inch screen or smear. e. Stability carbon dioxide evolution rate: mg CO2-C/ g OM/ day < 2. f. Solvita maturity test: > 6. g. Physical contaminants (inerts), %, dry weight basis: <1%. h. Chemical contaminants, mg/kg (ppm): meet or exceed US EPA Class A standard, 40CFR § 503.13, Tables 1 and 3 levels. i. Biological contaminants select pathogens fecal coliform bacteria, or salmonella, meet or exceed US EPA Class A standard, 40 CFR § 503.32(a) level requirements. B. Provide a two gallon sample with manufacturer's literature and material certification that the product meets the requirements. 2.7 MODIFIED EXISTING SOIL (SOIL SUITABLE FOR PLANTING WITH INDICATED MODIFICATION) A. General definition: Surface soil in the areas designated on the soils plan as Modified Existing Soil has been altered and or graded before or during the construction process but is still considered acceptable for planting and long term health of the plants specified with the proposed modifications. Modifications respond to the soil problems expected or encountered. The Owner's Representative shall verify that the soil in the designated areas is suitable for modification at the beginning of planting bed preparation work in that area. 1. The Owner's Representative shall verify that the soil in the designated areas is suitable for the specified modification at the beginning of planting bed preparation work in that area. In the event that the work of this project construction has damaged the existing soil in areas designated for modification to the point where the soil is no longer suitable to support the plants specified with the specified modification, the Owner's Representative may require further modification of the damaged soil up to an including removal and replacement with soil of equal quality to the soil that would have resulted from the modification. Damage may include further compaction, contamination, grading, creation of hard pan or drainage problem, and loss of the O, and or A horizon. 2. General requirements for all soil modifications: a. Take soil samples, test for chemical properties, and make appropriate adjustments. b. Unless otherwise instructed, remove all existing plants, root thatch, and non-soil debris from the surface of the soil using equipment that does not add to the compaction in the soil. c. All soil grading, tilling and loosening must be completed at times when the soil moisture is below field capacity. Allow soil to drain for at least two days after any rain event more than 1 inch in 24 hours, or long enough so that the soil does not make the hand muddy when squeezed. d. Provide pre-emergent weed control after the soil work is complete and plants planted but prior to adding mulch to the surface, if indicated by weed type and degree of threat. B. Modified existing soil - compacted surface soil (Radial Trenching Option) 1. Description of condition to be modified: Surface soil compaction to a maximum of 24 inches deep from traffic or light grading. Original A horizon may be previously removed or graded but lower profile below 24 inches intact with acceptable compaction levels and limited grading. The soil organic matter, pH and chemistry in the A horizon may not be suitable for the proposed plants and may need to be modified as required. 2. Modifications: e. Using a trenching machine, dig trenches to the extent and depth shown on the plans and details. f. Backfill the trench with the soil removed from the trench. Add additional site soil if needed to fill the trench to be flush to the existing grade after the soil settlement. C. Modified existing soil - compacted subsoil 1. Description of condition to be modified: Deep soil compaction the result of previous grading, filling and dynamic or static compaction forces. Original A horizon likely removed or buried. The soil organic matter, pH and chemistry in the A horizon is likely not suitable for the proposed plants and should be modified as required. 2. Trenching: a. Step one: After grading and removing all plants and debris from the surface using a chain trenching machine, dig 24 inch deep trenches, 24 inches apart across the entire area. Maintain an 18-inch standoff from the edges of all curbs, paving and structures. Backfill the trenches with Compost. b. Step 2: Spread 1-2 inches of Compost over the trenches area and till into the top 6 inches of the soil surface. Compost tilling treatment shall extend to the edges of curbs, paving and structures. 3. Following soil ripping or fracturing the average penetration resistance should be less than 250 psi to the depth of the ripping or fracturing. 4. Do not start planting into ripped or fractured soil until soil has been settled or leave grades sufficiently high to anticipate settlement of 10 - 15% of ripped soil depth. 2.8 PLANTING SOIL MIXES A. General definition: Mixes of Existing Soil or Imported Topsoil, Coarse Sand, and or Compost to make a new soil that meets the project goals for the indicated planting area. These may be mixed off site or onsite, and will vary in Mix components and proportions as indicated. B. Planting Mix - moderately slow draining soil for trees and shrub beds 1. A Mix of Imported Topsoil, Coarse Sand and Compost. The approximate Mix ratio shall be: Mix component % by moist volume Imported Topsoil unscreened 45-50% Coarse sand 40-45% Compost 10% 2. Final tested organic matter between 2.75 and 4% (by dry weight). 3. Mix the Coarse Sand and Compost together first and then add to the Topsoil. Mix with a loader bucket to loosely incorporate the Topsoil into the Coarse Sand/Compost Mix. DO NOT OVER MIX! Do not mix with a soil blending machine. Do not screen the soil. Clumps of Soil, Compost and Coarse Sand will be permitted in the overall Mix. 4. At the time of final grading, add fertilizer if required to the Planting Soil at rates recommended by the testing results for the plants to be grown. 5. Provide a two gallon sample with testing data that includes recommendations for chemical additives for the types of plants to be grown. Samples and testing data shall be submitted at the same time. PART 3 EXECUTION 3.1 SITE EXAMINATION A. Prior to installation of Planting Soil, examine site to confirm that existing conditions are satisfactory for the work of this section to proceed. 1. Confirm that the subgrade is at the proper elevation and compacted as required. Subgrade elevations shall slope toward the under drain lines as shown on the drawings. 2. Confirm that surface all areas to be filled with Planting Soil are free of construction debris, refuse, compressible or biodegradable materials, stones greater than 2 inches diameter, soil crusting films of silt or clay that reduces or stops drainage from the Planting Soil into the subsoil; and/or standing water. Remove unsuitable material from the site. 3. Confirm that no adverse drainage conditions are present. 4. Confirm that no conditions are present which are detrimental to plant growth. 5. Confirm that utility work has been completed per the drawings. 6. Confirm that irrigation work, which is shown to be installed below prepared soil levels, has been completed. B. If unsatisfactory conditions are encountered, notify the Owner's Representative immediately to determine corrective action before proceeding. 3.2 COORDINATION WITH PROJECT WORK A. The Contractor shall coordinate with all other work that may impact the completion of the work. B. Prior to the start of work, prepare a detailed schedule of the work for coordination with other trades. C. Coordinate the relocation of any irrigation lines, heads or the conduits of other utility lines that are in conflict with tree locations. Root balls shall not be altered to fit around lines. Notify the Owner's Representative of any conflicts encountered. 3.3 GRADE AND ELEVATION CONTROL A. Provide grade and elevation control during installation of Planting Soil. Utilize grade stakes, surveying equipment, and other means and methods to assure that grades and contours conform to the grades indicated on the plans. 3.4 SITE PREPARATION A. Excavate to the proposed subgrade. Maintain all required angles of repose of the adjacent materials as shown on the drawings or as required by this specification. Do not over excavate compacted subgrades of adjacent pavement or structures. Maintain a supporting 1:1 side slope of compacted subgrade material along the edges of all paving and structures where the bottom of the paving or structure is above the bottom elevation of the excavated planting area. B. Remove all construction debris and material including any construction materials from the subgrade. C. Confirm that the subgrade is at the proper elevation and compacted as required. Subgrade elevations shall slope approximately parallel to the finished grade and/or toward the subsurface drain lines as shown on the drawings. D. In areas where Planting Soil is to be spread, confirm subgrade has been scarified. E. Protect adjacent walls, walks and utilities from damage or staining by the soil. Use 1/2 inch plywood and or plastic sheeting as directed to cover existing concrete, metal and masonry work and other items as directed during the progress of the work. 1. At the end of each working day, clean up any soil or dirt spilled on any paved surface. 2. Any damage to the paving or site features or work shall be repaired at the Contractor's expense. 3.5 SOIL MOISTURE A. Volumetric soil moisture level, in both the Planting Soil and the root balls of all plants, prior to, during and after planting shall be above permanent wilt point and below field capacity for each type of soil texture within the following ranges. Soil texture Permanent wilting point Field capacity Sand, Loamy sand, Sandy loam 5 - 8% 12 - 18% Loam, Sandy clay, Sandy clay loam 14 - 25% 27 - 36% Clay loam, Silt loam 11 - 22% 31 - 36% Silty clay, Silty clay loam 22 - 27% 38 - 41% B. The Contractor shall confirm the soil moisture levels with a moisture meter (Digital Soil Moisture Meter, DSMM500 by General Specialty Tools and Instruments, or approved equivalent). If moisture is found to be too low, the planting holes shall be filled with water and allowed to drain before starting any planting operations. If the moisture is too high, suspend planting operations until the soil moisture drains to below field capacity. 3.6 EXISTING SOIL MODIFICATION A. Follow the requirements for modifying existing soil as indicated in Part 2 for the different types of soil modifications. The extent of the areas of different soil modification types are indicated on the Soils Plan or as directed by the Owner's Representative. 3.8 PLANTING SOIL AND PLANTING SOIL MIX INSTALLATION A. Prior to installing any Planting Soil from stockpiles or Planting Soil Mixes blended off site, the Owner's Representative shall approve the condition of the subgrade and the previously installed subgrade preparation and the installation of subsurface drainage. B. All equipment utilized to install or grade Planting Soils shall be wide track or balloon tire machines rated with a ground pressure of 4 psi or less. All grading and soil delivery equipment shall have buckets equipped with 6 inch long teeth to scarify any soil that becomes compacted. C. In areas of soil installation above existing subsoil, scarify the subgrade material prior to installing Planting Soil. 1. Scarify the subsoil of the subgrade to a depth of 3 - 6 inches with the teeth of the back hoe or loader bucket, tiller or other suitable device. 2. Immediately install the Planting Soil. Protect the loosened area from traffic. DO NOT allow the loosened subgrade to become compacted. 3. In the event that the loosened area becomes overly compacted, loosen the area again prior to installing the Planting Soil. D. Install the Planting Soil in 12 - 18 inch lifts to the required depths. Apply compacting forces to each lift as required to attain the required compaction. Scarify the top of each lift prior to adding more Planting Soil by dragging the teeth of a loader bucket or backhoe across the soil surface to roughen the surface. E. Phase work such that equipment to deliver or grade soil does not have to operate over previously installed Planting Soil. Work in rows of lifts the width of the extension of the bucket on the loader. Install all lifts in one row before proceeding to the next. Work out from the furthest part of each bed from the soil delivery point to the edge of the each bed area. F. Where possible place large trees first and fill Planting Soil around the root ball. G. Installing soil with soil or mulch blowers or soil slingers shall not be permitted due to the over mixing and soil ped breakdown cause by this type of equipment. H. Where travel over installed soil is unavoidable, limit paths of traffic to reduce the impact of compaction in Planting Soil. Each time equipment passes over the installed soil it shall reverse out of the area along the same path with the teeth of the bucket dropped to scarify the soil. Comply with the paragraph “Compaction Reduction” (section 3.9) in the event that soil becomes over compacted. I. The depths and grades shown on the drawings are the final grades after settlement and shrinkage of the compost material. The Contractor shall install the Planting Soil at a higher level to anticipate this reduction of Planting Soil volume. A minimum settlement of approximately 10 - 15% of the soil depth is expected. All grade increases are assumed to be as measured prior to addition of surface Compost till layer, mulch, or sod. 3.9 COMPACTION REQUIREMENTS FOR INSTALLED OR MODIFIED PLANTING SOIL A. Compact installed Planting Soil to the compaction rates indicated and using the methods approved for the soil mockup. Compact each soil lift as the soil is installed. B. Existing soil that is modified by tilling, ripping or fracturing shall have a density to the depth of the modification, after completion of the loosening, such that the penetrometer reads approximately 75 to 250 psi at soil moisture approximately the mid-point between wilting point and field capacity. This will be approximately between 75 and 82% of maximum dry density standard proctor. C. Installed Planting Soil Mix and re-spread existing soil shall have a soil density through the required depth of the installed layers of soil, such that the penetrometer reads approximately 75 to 250 psi at soil moisture approximately the mid-point between wilt point and field capacity. This will be approximately between 75 and 82% of maximum dry density standard proctor. D. Planting Soil compaction shall be tested at each lift using a penetrometer calibrated to the mockup soil and its moisture level. The same penetrometer and moisture meter used for the testing of the mockup shall be used to test installed soil throughout the work. E. Maintain moisture conditions within the Planting Soil during installation or modification to allow for satisfactory compaction. Suspend operations if the Planting Soil becomes wet. Apply water if the soil is overly dry. F. Provide adequate equipment to achieve consistent and uniform compaction of the Planting Soils. Use the smallest equipment that can reasonably perform the task of spreading and compaction. Use the same equipment and methods of compaction used to construct the Planting Soil mockup. G. Do not pass motorized equipment over previously installed and compacted soil except as authorized below. 1. Light weight equipment such as trenching machines or motorized wheel barrows is permitted to pass over finished soil work. 2. If work after the installation and compaction of soil compacts the soil to levels greater than the above requirements, follow the requirements of the paragraph "Over Compaction Reduction" below. 3.10 OVER COMPACTION REDUCTION A. Any soil that becomes compacted to a density greater than the specified density and/or the density in the approved mockup shall be dug up and reinstalled. This requirement includes compaction caused by other sub-contractors after the Planting Soil is installed and approved. B. Surface roto tilling shall not be considered adequate to reduce over compaction at levels 6 inches or greater below finished grade. 3.11 INSTALLATION OF CHEMICAL ADDITIVES A. Following the installation of each soil and prior to fine grading and installation of the Compost till layer, apply chemical additives as recommended by the soil test, and appropriate to the soil and specific plants to be installed. B. Types, application rates and methods of application shall be approved by the Owner's Representative prior to any applications. 3.12 FINE GRADING A. The Owner's Representative shall approve all rough grading prior to the installation of Compost, fine grading, planting, and mulching. B. Grade the finish surface of all planted areas to meet the grades shown on the drawings, allowing the finished grades to remain higher (10 - 15% of depth of soil modification) than the grades on the grading plan, as defined in paragraph Planting Soil Installation, to anticipate settlement over the first year. C. Utilize hand equipment, small garden tractors with rakes, or small garden tractors with buckets with teeth for fine grading to keep surface rough without further compaction. Do not use the flat bottom of a loader bucket to fine grade, as it will cause the finished grade to become overly smooth and or slightly compressed. D. Provide for positive drainage from all areas toward the existing inlets, drainage structures and or the edges of planting beds. Adjust grades as directed to reflect actual constructed field conditions of paving, wall and inlet elevations. Notify the Owner's Representative in the event that conditions make it impossible to achieve positive drainage. E. Provide smooth, rounded transitions between slopes of different gradients and direction. Modify the grade so that the finish grade before adding mulch and after settlement is one or two inches below all paving surfaces or as directed by the drawings. F. Fill all dips and remove any bumps in the overall plane of the slope. The tolerance for dips and bumps in shrub and ground cover planting areas shall be a 2 inch deviation from the plane in 10 feet. The tolerance for dips and bumps in lawn areas shall be a 1 inch deviation from the plane in 10 feet. 3.13 INSTALLATION OF COMPOST TILL LAYER A. After Planting Soil Mixes are installed in planting bed areas and just prior to the installation of shrub or groundcover plantings, spread 3 - 4 inches of Compost over the beds and roto till into the top 4 - 6 inches of the Planting Soil. This step will raise grades slightly above the grades required in paragraph “Fine Grading”. This specification anticipates that the raise in grade due to this tilling will settle within a few months after installation as Compost breaks down. Additional settlement as defined in paragraph “Planting Soil and Planting Soil Mix installation” must still be accounted for in the setting of final grades. 3.14 CLEAN-UP A. During installation, keep the site free of trash, pavements reasonably clean and work area in an orderly condition at the end of each day. Remove trash and debris in containers from the site no less than once a week. 1. Immediately clean up any spilled or tracked soil, fuel, oil, trash or debris deposited by the Contractor from all surfaces within the project or on public right of ways and neighboring property. B. Once installation is complete, wash all soil from pavements and other structures. Ensure that mulch is confined to planting beds and that all tags and flagging tape are removed from the site. The Owner's Representative seals are to remain on the trees and removed at the end of the warranty period. 1. Make all repairs to grades, ruts, and damage to the work or other work at the site. 2. Remove and dispose of all excess Planting Soil, subsoil, mulch, plants, packaging, and other material brought to the site by the Contractor. 3.15 PLANTING SOIL AND MODIFIED EXISTING SOIL PROTECTION A. The Contractor shall protect installed and/or modified Planting Soil from damage including contamination and over compaction due to other soil installation, planting operations, and operations by other Contractors or trespassers. Maintain protection during installation until acceptance. Utilize fencing and matting as required or directed to protect the finished soil work. Treat, repair or replace damaged Planting Soil immediately. B. Loosen compacted Planting Soil and replace Planting Soil that has become contaminated as determined by the Owner's Representative. Planting Soil shall be loosened or replaced at no expense to the Owner. a. Till and restore grades to all soil that has been driven over or compacted during the installation of plants. b. Where modified existing soil has become contaminated and needs to be replaced, provide imported soil that is of similar composition, depth and density as the soil that was removed. 3.16 PROTECTION DURING CONSTRUCTION A. The Contractor shall protect planting and related work and other site work from damage due to planting operations, operations by other Contractors or trespassers. 1. Maintain protection during installation until the date of plant acceptance (see specifications section - Planting). Treat, repair or replace damaged work immediately. 2. Provide temporary erosion control as needed to stop soil erosion until the site is stabilized with mulch, plantings or turf. B. Damage done by the Contractor, or any of their sub-contractors to existing or installed plants, or any other parts of the work or existing features to remain, including large existing trees, soil, paving, utilities, lighting, irrigation, other finished work and surfaces including those on adjacent property, shall be cleaned, repaired or replaced by the Contractor at no expense to the Owner. The Owner's Representative shall determine when such cleaning, replacement or repair is satisfactory. Damage to existing trees shall be assessed by a certified arborist. 3.17 SUBSTANTIAL COMPLETION ACCEPTANCE A. Upon written notice from the Contractor, the Owners Representative shall review the work and make a determination if the work is substantially complete. B. The date of substantial completion of the planting soil shall be the date when the Owner's Representative accepts that all work in Planting, Planting Soil, and Irrigation installation sections is complete. 3.18 FINAL ACCEPTANCE / SOIL SETTLEMENT A. At the end of the plant warrantee and maintenance period, (see Specification section - Planting) the Owner's Representative shall observe the soil installation work and establish that all provisions of the contract are complete and the work is satisfactory. 1. Restore any soil settlement and or erosion areas to the grades shown on the drawings. When restoring soil grades remove plants and mulch and add soil before restoring the planting. Do not add soil over the root balls of plants or on top of mulch.B. Failure to pass acceptance: If the work fails to pass final acceptance, any subsequent observations must be rescheduled as per above. The cost to the Owner for additional observations will be charged to the Contractor at the prevailing hourly rate of the Owner's Representative. END OF SECTION 32 91 00

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 58

SPECIFICATIONS
326

3.2 TRENCHING, DIRECTIONAL BORING AND SLEEVING A. Perform all trenching, directional boring, sleeving and excavations as required for the installation of the work included under this section, including shoring of earth banks to prevent cave_ins. B. The Contractor may directional bore lines where it is practical or where required on the plans. 1. Extend the bore 1' past the edge of pavement unless noted differently on the plans 2. Cap ends of each bore and locate ends at finished grade using metal stakes. 3. All boring and sleeving shall have detectable locator tape placed at the ends of the pipe. C. Make trenches for mains, laterals and control wiring straight and true to grade and free of protruding stones, roots or other material that would prevent proper bedding of pipe or wire. D. Excavate trenches wide enough to allow a minimum of 4 - inch between parallel pipelines and 8 inch from lines of other trades. Maintain 3 - inch vertical clearance between irrigation lines. Minimum transverse angle is 45 degrees. All pipes shall be able to be serviced or replaced without disturbing the other pipes. E. Trenches for pipelines shall be made of sufficient depth to provide the minimum cover from finished grade as follows: 1. Pressure main line: 18 inches below finish grade and 24 - 30 inches below paved areas in Schedule 40 PVC sleeves. 2. Reclaimed water constant pressure main lines shall cross at least twelve (12) inches below potable water lines. a. If a constant pressure reclaimed water main line must be installed above a potable water line or less than twelve (12) inches below a potable water line, then reclaimed water line shall be installed within an approved protective sleeve. The sleeve shall extend ten (10) feet from each side of the center of the potable line, for a total of twenty (20) feet. The sleeve shall be color-coded (purple) for use with reclaimed water. 3. Lateral lines: 12 inches below finish grade and 18 inches below paved areas in Schedule 40 PVC sleeves. 4. Control wiring: to the side of pressure main line and 24 inches below paved areas in Schedule 40 PVC sleeves. F. On new on-site systems (post-meter), the required horizontal separation between potable water lines, reclaimed water constant pressure main lines and sewer lines shall be a minimum of four (4) feet apart as directed by the project engineer and/ or regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines. G. When trenching through areas of imported or modified soil, deposit imported or modified soils on one side of trench and subsoil on opposite side. H. Backfill the trench per the requirements in paragraphs “Backfilling and Compacting” below. 3.3 PIPE INSTALLATION A. General Pipe Installation 1. Exercise caution in handling, loading and storing, of plastic pipe and fittings to avoid damage. a. The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. b. All pipe that has been dented or damaged shall be discarded unless such dent or damaged section is cut out and pipe rejoined with a coupling. 2. Trench depth shall be as specified above from the finish grade to the top of the pipe. 3. Install a detectable pipe locator tape 6 to 8 inches above all main line pipes. B. Polyvinyl Chloride Pipe (PVC) Installation 1. Under no circumstance is pipe to rest on concrete, rock, wood blocks, construction debris or similar items. 2. No water shall be permitted in the pipe until a period of at least 24 hours has elapsed for solvent weld setting and curing. 3. Install assemblies and pipe to conform to respective details and where shown diagrammatically on drawings, using first class workmanship and best standard practices as approved. All fittings that are necessary for proper connections such as swing joints, offsets, and reducing bushings that are not shown on details shall be installed as necessary and directed as part of the work. 4. Dielectric bushings shall be used in any connections of dissimilar metals. 5. Gasketed plastic pipe: pipe-to-pipe joints or pipe to fittings shall be made in accordance with manufacturer's specifications. 6. Solvent weld or threaded plastic pipe: a. Installation of all pipe and fittings shall be in strict accordance with manufacturer's specifications. b. Pipe shall be cut using approved PVC pipe cutters only. Sawed joints are disallowed. All field cuts shall be beveled to remove burrs and excess before gluing. c. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. Excess solvent on the exterior of the joint shall be wiped clean immediately after assembly. d. Plastic to metal connections shall be made with plastic adapters and if necessary, short (not close) brass threaded_nipples. Connection shall be made with two (2) wraps of Teflon tape and hand tightened plus one turn with a strap wrench. e. Snake pipe horizontally in trench to allow one (1) foot of expansion and contraction per 100 feet of straight run. f. Threaded pipe joints shall be made using Teflon tape. Solvent shall not be used with threaded joints. Pipe shall be protected from tool damage during assembly. All damaged pipe shall be removed and replaced. Take up threaded joints with light wrench pressure. g. No close nipples or risers are allowed. Cross connections in piping is disallowed. h. Center load pipe at 10 feet on center intervals with small amount of backfill to prevent arching and slipping under pressure. Other than this preliminary backfill all pipe joints, fittings and connections are to remain uncovered until successful completion of hydrostatic testing and written approval of the testing report. i. Concrete thrust blocks shall be constructed behind all pipe fittings 1-1/2 inch diameter and larger at all changes of direction of 45 degrees or more. C. Galvanized Pipe Installation 1. All joints shall be threaded with pipe joint compound used on all threads. 2. Dielectric bushings shall be used in any connections of dissimilar metals. 3.4 TRENCHING, DIRECTIONAL BORING, AND SLEEVING REVIEW: A. Upon completion and installation of all trenching, directional boring, and sleeving, all installed irrigation control wiring, lines and fittings shall be visually observed by the Owner's Representative unless otherwise authorized. Do not cover any wires, lines or fittings until they have been tested and observed by the Owner's Representative. 3.5 FLUSHING A. Openings in piping system during installation are to be capped or plugged to prevent dirt and debris from entering pipe and equipment. Remove plugs when necessary to flush or complete system. B. After completion and prior to the installation of any terminal fittings, the entire pipeline system shall be thoroughly flushed to remove dirt, debris or other material. 3.6 HYDROSTATIC PRESSURE TESTING A. After flushing, and the installation of valves the following tests shall be conducted in the sequence listed below. The Contractor shall furnish all equipment; materials and labor necessary to perform the tests and all tests shall be conducted in the presence of the Owner's Representative. B. Water pressure tests shall be performed on all pressure main lines before any couplings, fittings, valves and the like are concealed. C. Immediately prior to testing, all irrigation lines shall be purged of all entrapped air or debris by adjusting control valves and installing temporary caps forcing water and debris to be discharged from a single outlet. D. Test all pressure main line at 150 PSI. For a minimum of four (4) hours with an allowable loss of 5 PSI. Pressure and gauges shall be read in PSI, and calibrated such that accurate determination of potential pressure loss can be ascertained. E. Re-test as required until the system meets the requirements. Any leaks, which occur during test period, will be repaired immediately following the test. All pipe shall be re-tested until final written acceptance. F. The Contractor is responsible for proving documentation stating the weather conditions, date, the start time and initial water pressure readings, the finish time and final water pressure readings and the type of equipment used to perform the test. The documentation must be signed by a witness acceptable to the Owner, verifying all of the above-mentioned conditions. G. Submit a written report of the pressure testing results with the other above required information to the Owner's Representative for approval. 3.7 BACKFLOW PREVENTER TESTING A. The backflow preventer shall be tested according to procedures and results per the requirements of the Foundation for Cross-Connection Control and Hydraulic Research, University of Southern California or American Water Works Association whichever is more stringent. B. Testing shall be performed by a Backflow Prevention Assembly Tester with a current certification from the American Backflow Preventer Association. 3.8 CONTROLLER CERTIFICATION A. Controller shall be certified by xxxxx of (name the company). Contact xxxxxxxx at xxx.xxx.xxxx. 1. Certification shall include the following; a. Programming by plant type, emitter type or both. 1.) Program starts shall be enabled before the moisture level in the soil reaches maximum allowed depletion (MAD). 2.) Program stops are enabled before the moisture within the soil reaches field capacity. b. All flows for remote control irrigation valves have been learned. c. All lightning arrestors and grounding rods have been tested and meet the controller manufacturer's specification for conventional or 2-wire systems. d. K factor and offset are correct based upon the flow sensor model type and size. e. Flow management has been enabled so in the event of a mainline or lateral line break the system will shut off and notify the Owner, Owner's Representative and Contractor of the issue. f. Certifier shall simulate a high flow of an irrigation valve and an unexpected flow and verify the system shuts down. 1.) A high flow flow of an irrigation valve shall be created by removing one nozzle, bubbler or drip connection. 2.) An unexpected flow shall be created by manually turning on a remote control irrigation valve. 3.9 BACKFILLING AND COMPACTING A. Irrigation trenches shall be carefully backfilled with material approved for backfilling and free of rocks and debris one (1) inch in diameter and larger. When back filling trenches in areas of imported or modified planting soil, replace any excavated subsoil at the bottom and the imported soil or modified planting soil at the top of the trench. B. Backfill shall be compacted with approved equipment to the following densities 5. Backfill under pavement and within 2 feet of the edge of pavement: Compact to 95% or greater of maximum dry density standard proctor. 6. Backfill of subsoil under imported planting mixes or modified existing planting soil: Between 85 and 90% of maximum dry density standard proctor. 7. Backfill of imported planting mixes or modified existing planting soil: Compact to the requirements of the adjacent planting mix or planting soil as specified in section “Planting Soil”. C. Finish grade of all trenches shall conform to adjacent grades without dips or other irregularities. Dispose of excess soil or debris off site at Contractor's expense. D. Any settling of backfill material during the maintenance or warranty period shall be repaired at the Contractor's expense, including any replacement or repair of soil, lawn, and plant material or paving surface. 3.10 RESURFACING PAVING OVER TRENCHES A. Restore all surfaces and repair existing underground installations damaged or cut as a result of the excavation to their original condition, satisfactory to the Owner's Representative. B. Trenches through paved areas shall be resurfaced with same materials quality and thickness as existing material. Paving restoration shall be performed by the project paving Sub-contractor or an approved Contractor skilled in paving work. C. The cost of all paving restoration work shall be the responsibility of the irrigation Contractor unless the trenching thru the paving was, by previous agreement, part of the general project related construction. 3.11 INSTALLATION OF EQUIPMENT A. General: 1. All equipment shall be installed to meet all installation requirements of the product manufacturer. In the event that the manufactures requirements cannot be implemented due to particular condition at the site or with other parts of the design, obtain the Owner's Representative's written authorization and approval for any modifications. 2. Install all equipment at the approximately at the location(s) and as designated and detailed on the drawings. Verify all locations with the Owner's Representative. 3. Install all valves within a valve box of sufficient size to accommodate the installation and servicing of the equipment. Group valves together where practical and locate in shrub planting areas. 4. All sprinkler irrigation systems that are using water from potable water systems shall require backflow prevention. All backflow prevention devices shall meet and be installed in accordance with requirements set forth by local codes and the health department. B. Water Hammer Arrestor: 1. Arrestor shall be located halfway between the master valve/hydrometer and the backflow prevention device in a planting area. The minimum distance between arrestor can be located between both pieces of equipment is two feet (2') on either side. 2. All threaded connections shall be made with Monster Tape. 3. All connections to and from the arrestor and pipe shall be Sch. 80. 4. Lines shall be flushed thoroughly prior to the installation of the arrestor. 5. Arrestor may be installed either parallel or perpendicular to the mainline pipe. C. Hydrometer: 1. Hydrometer shall be installed after the backflow prevention device and water hammer arrestor. 2. Hydrometer shall have a minimum of two feet (2') straight mainline before and after before any change in direction. 3. Prior to installation the mainline shall be thoroughly flushed. 4. Mainline connections shall be the same size as the hydrometer. 5. All threaded connections shall be made using Monster Tape. 6. Hydrometer decoders shall be installed in the valve box with the serial number facing up 3-4" below the top of the valve box. 7. Hydrometer decoders shall be secured to the valve box using two (2) stainless self tapping screws. 8. Decoder wires and register wires shall be connected using the approved wire nuts. 9. Contractor shall position the three-way selector into the 'Auto' position. 10.Prior to installing the approved grease packs, Contractor shall search and assign the master valve and flow sensor decoder at the irrigation controller flow set up and within each applicable program. 11.Contractor shall than test each decoder at the irrigation controller. 12.Contractor shall install the approved grease packs after each decoder has past the communication test. D. Remote control valves: 4. Install one remote control valve per valve box. 5. A Sch. 80 tru-union ball valves shall be installed upstream of the remote control irrigation valve. 6. A Sch. 80 union shall be installed downstream of the remote control irrigation valve. 7. Solenoid wires shall be connected to the valve wire and common wire using the controller manufacturer approved connectors. a. For 2-wire systems solenoid wires shall be connected to the 2-wire path and controller decoder. 5. Prior to the installation of the controller approved grease packs, irrigation connections shall be tested at the controller for each valve. 6. Remote control valve manifolds and quick coupler valves shall be separate allowing use of a quick coupler with all remote control valves shut off. 7. Install boxes no farther than 12 inches from edge of paving and perpendicular to edge of paving and parallel to each other. Allow 12 inches clearance between adjacent valve boxes. E. Pressure regulator & basket filter: 1. Install one (1) pressure regulator/filter per valve box. 2. A Sch. 80 male adapter and sch. 80 unions shall be installed upstream and downstream of the pressure regulator & basket filter as indicating in the drawings. 3. The pressure regulator shall be install a minimum of one foot (1') and a maximum of three feet (3') away from the remote control irrigation valve. 4. The Contractor shall remove the top of the pressure regulator & basket filter after all remote control irrigation valves, mainline and equipment have been installed and glue joints cured and flush any debris from the basket filter & pressure regulator. F. Quick coupler valve: 1. Install each quick coupler valve in its own valve box. 2. Install thrust blocks on quick couplers. 3. Place no closer than 12 inches to adjacent paving. 4. Install 18 inches off set from main line. 5. All threaded connections for quick couplers shall be Sch. 80 PVC. 6. All threaded connection to quick couplers shall be made using Monster Tape. G. Bubblers: 1. All main lines and lateral lines, including swing joints, shall be flushed and pressure tested before installing bubbler heads. 2. Install bubblers as shown in details at locations shown on the drawings. 3. All bubblers shall be set perpendicular to finish grade unless otherwise designated on the drawings or details. 4. All bubblers installed on slopes shall have a check valve installed between the riser and emitter. 5. Soil around the bubbler and swing joint shall be water settled to remove air pockets so that irrigation water runs through the plant root ball. H. Decoders: 1. Valve decoders shall be installed as shown in the details as shown on the drawings. 2. Valve decoders shall be secured to the valve box with the decoder model number facing up using two (2) stainless steel self tapping screws. 3. Valve decoder tags shall secured in the controller box and shall indicate valve number in the irrigation sequence, irrigation emitter type and physical location within the project as shown on the plans. 4. Electrical connections from the irrigation valve and decoder shall be made using controller manufacturer approved connectors. 5. Prior to grease packing the irrigation wire connections, the irrigation system shall be tested at the controller. I. Moisture Sensors: 1. Moisture sensors shall be installed as shown in the details at locations shown on the drawings. 2. The Landscape Architect shall approve moisture sensor locations in the field prior to installation. 3. Moisture sensors shall be tested for operation at the controller prior to backfilling. a. Contractor shall attach the sensor to the remote control irrigation valve and wire to the solenoid and decoder and secure the wires with the controller manufacturer approved wire nuts. b. After connecting the moisture sensors the Contractor shall fill the soil around the moisture sensor to a depth of 6” below finished grade. c. Contractor shall then test the moisture sensor through the irrigation controller to determine current moisture level conditions. d. The Contractor shall then pour a five (5) gallon bucket of water at the moisture sensor location, then test the moisture sensor through the controller. If the moisture level increases by more then 200% the Contractor shall continue backfilling the soil to the top of finish grade. If the sensor does not increase by more than 200% the Contractor shall repeat the process. 4. One moisture sensor shall be installed for each emitter and plant type. 5. Moisture sensors for turf shall be installed 5" below finished grade at location that is an equal distance between two overhead emitters. 6. Moisture sensors for point source irrigation emitters to trees shall be installed 12" below finished grade at the berm inner edge and angled down 45°. 7. Moisture sensors for point source irrigation emitters to all other plants shall be installed 8" below finished grade at the berm inner edge and angled down 45°. 8. Install specified sprinkler heads as shown in details at locations shown on the drawings. Adjust layout for full coverage, spacing of heads shall not exceed the maximum spacing recommended by the manufacturer. 9. After moisture sensors have been tested and backfilled the irrigation system shall run until moisture levels in the soil reach field capacity to establish the moisture sensor baseline. J. Lightning Arrestors: 1. Lightning arrestors shall be installed every six hundred feet (600') along the irrigation mainline or mainline spurs longer than one hundred feet (100'). 2. The primary location for lighting arrestors shall be in the same valve box as remote control irrigation valves. 3. Lightning arrestors not installed in the same location as a remote control irrigation valve shall be installed along the mainline in a ten inch (10") green round locking valve box. K. Grounding Plates: 1. Grounding devices shall be installed as shown in the details at locations shown on the drawings. 2. Grounding devices shall be located eight feet (8') to ten feet (10') away from the lightning arrestor. 3. Grounding devices cannot be located in the same trench as the irrigation mainline. 4. For bidding purposes, at every lightning arrester shall have two grounding devices installed. Grounding rods shall be secured to one another using #6 bare copper wire and grounding rod clamps. 5. After the grounding rods have been installed the soil around the grounding rods tamped with the end of a spade shovel followed by pouring a five gallon bucket of water around the grounding rod to increase settling L. Irrigation controllers: 1. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. 2. Controller shall be tested with complete electrical connections. The Contractor shall be responsible for temporary power to the controller for operation and testing purposes. 3. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main insofar as possible. 4. Electrical wiring shall be in a rigid gray PVC plastic conduit from controller to electrical outlet. The electrical Contractor shall be responsible for installing all wiring to the controller, in order to complete this installation. A disconnect switch shall be included. M. Wiring: 1. Low Voltage a. Control wiring between controller and electrical valves shall be installed in the same trench as the main line where practical. The wire shall be bundled and secured to the lower quadrant of the trench at 10 foot intervals with plastic electrical tape. 1.) 2 - wire controller wiring shall be installed in Sch 40 electrical conduit. Conduit shall be a minimum 1" inch in size. b. When the control wiring cannot be installed in the same main line trench it shall be installed a minimum of 18 inches below finish grade and a bright colored plastic ribbon with suitable markings shall be installed in the trench 6 inches below grade directly over the wire. c. An expansion loop shall be provided inside each valve box. Expansion loop shall be formed by coiling five feet (5') of wire and coiling it into a eighteen inch (18”) circle and placing it underneath the irrigation valve and securing it with black zip ties. 1.) 2-wire controller wire shall be stripped using a Gorilla UF stripper or approved equal. d. Provide one control wire to service each valve in system. e. Provide common wire(s) per controller. f. Run two (2) spare #14 - 1 wires from controller along entire main line to last electric remote control valve on each and every leg of main line. Label spare wires at controller and wire stub to be located in a box. g. All control wire splices not occurring at control valve shall be installed in a separate splice valve box. h. Wire markers (sealed, 1 inch to 3 inch square) are to identify control wires at valves and at terminal strips of controller. At the terminal strip mark each wire clearly indicting valve circuit number. 2. High Voltage a. All electrical work shall conform to local codes, ordinances and any authorities having jurisdiction. All high voltage electrical work to be performed by licensed electrician. b. The Contractor shall provide 120-volt power connection to the automatic controller unless noted otherwise on drawings. R. Valve boxes: 1. Install one valve box for each type of valve installed as per the details. 2. Gravel sump shall be installed after compaction of all trenches. Final portion of gravel shall be placed inside valve box after valve is backfilled and compacted. 3. Permanently label valve number and or controller letter on top of valve box lid using a method approved by the Owners Representative. S. Tracer wire: 1. Tracer wire shall be installed with non_metallic plastic irrigation main lines where controller wires are not buried in the same trench as the main line. 2. The tracer wire shall be placed on the bottom of the trench under the vertical projection of the pipe with spliced joints soldered and covered with insulation type tape. 3. Tracer wire shall be of a color not used for valve wiring. Terminate wire in a valve box. Provide enough length of wire to make a loop and attach wire marker with the designation "tracer wire". T. Drip Installation: 1. Install drip tubing and drip mat products at the depth below grade or on grade as indicated on the drawings. 2. Install drip tubing products at the spacing indicated on the drawings. Install drop tubing so that the spacing between thef first row of drip tubing in a planted areas is six inches (6”) away from any curb, roadway or edge of pavement. 3. Install drip mat products continuously under all areas of planting without any gaps or open spaces. The edge of the mat product shall be installed immediately against any boundary paving. Drip mats shall overlap by four inches (4”) when installed adjacent to one another. 4. When drip tubing must be routed around any obstacle such as utility equipment, trees or pavement, the tubing shall tied into a PVC manifold and sized as not to lose additional pressure or volume at the end of the run. 5. When installing drip tubing, install soil staples as listed below: a. Sandy Soil - One staple every three (3') feet and two (2) staples on each change of direction (tee, elbow, or cross). b. Loam Soil - One staple every four (4') feet and two (2) staples on each change of direction (tee, elbow, or cross). c. Clay Soil - One staple every five (5') feet and two (2) staples on each change of direction (tee, elbow, or cross). 6. Cap or plug all openings as soon as lines have been installed to prevent the intrusion of materials that would obstruct the pipe. Leave in place until removal is necessary for completion of installation. 7. Thoroughly flush all water lines before installing valves and other hydrants. 8. Install pressure regulators and filters as shown on the drawings. 9. Install air/vacuum relief valves as indicated on the drawings. 10.Install single outlet emitters onto drip tubing as indicating on the drawings. 3.12 ADJUSTMENT AND COVERAGE TEST A. Adjustment: 1. The Contractor shall flush and adjust all sprinkler heads, valves and all other equipment to ascertain that they function according to the manufacturer's data. 2. Adjust all sprinkler heads not to overspray onto walks, roadways and buildings when under maximum operating pressure and during times of normal prevailing winds. B. Coverage test: 1. The Contractor shall perform the coverage test in the presence of the Owner's Representative after all sprinkler heads have been installed, flushed and adjusted. Each section is tested to demonstrate uniform and adequate coverage of the planting areas serviced. 2. Any systems that require adjustments for full and even coverage shall be done by the Contractor prior to final acceptance at the direction of the Owner's Representative at no additional cost. Adjustments may also include realignment of pipes, addition of extra heads, and changes in nozzle type or size. 3. The Contractor at no additional cost shall immediately correct all unauthorized changes or improper installation practices. 4. The entire irrigation system shall be operating properly with written approval of the installation by the Owner's representative prior to beginning any planting operations. C. Controller Programming: 1. Prior to the beginning of the maintenance period the controller shall be programmed by the Contractor and approved by the Owner's Representative. 2. Assign correct date and time to the controller. 3. Connect hydrometer or flow sensor and master valve wires in the controller to the assigned ports. a. If the irrigation system is 2-wire, assign the respective decoders for the hydrometer or flow sensor/master valve to the water source. 4. Connect remote control irrigation valve wires to the assigned valve ports in the controller. a. If the irrigation system is 2-wire, assign the respective decoders for each valve to the zone number you want the valve to operate under. 5. Group similar valves to the same program. a. For instance all of the tree valves are assigned to one program, all of the shrubs are assigned to a second program, and all of the turf valves are assigned to a 3rd program. b. Label each valve and give a brief description and location. c. Label each program and give a brief description of what it operates. 6. Learn the flow for each valve in the controller. a. Contractor shall verify the K factor for each flow meter/hydrometer based upon the make and model of the flow equipment and controller along with the flow meter/hydrometer size. 7. Establish system parameters for how the controller is to operate when detecting an error, such parameters shall include but are not limited to; a. High flow alerts. b. Low flow alerts. c. Unexpected flows. d. Flow variance. 8. If applicable, Contractor shall connect the controller to the cloud for online access through a computer, smart phone, or tablet. a. An online account shall be created for the Owner, Owner's Representative and installing Contractor. b. All accounts shall have email notifications set up which alerts the users of errors and program starts. 9. Contractor and Owner's Representative shall observe the site one day after controller operation through programing to verify system operation and no water runoff has occurred or breaks were present. 3.13 REPAIR OF PLANTING SOIL A. Any areas of planting soil including imported or existing soils or modified planting soil which become compacted or disturbed or degraded as a result of the installation of the irrigation system shall be restored to the specified quality and compaction prior to beginning planting operations at no additional expense to the Owner. Restoration methods and depth of compaction remediation shall be approved by the Owner's Representative. 3.14 CLEAN-UP A. During installation, keep the site free of trash, pavements reasonably clean and work area in an orderly condition at the end of each day. Remove trash and debris in containers from the site no less than once a week. a. Immediately clean up any spilled or tracked soil, fuel, oil, trash or debris deposited by the Contractor from all surfaces within the project or on public right of ways and neighboring property. B. Once installation is complete, wash all soil from pavements and other structures. 1. Make all repairs to grades ruts, and damage to the work or other work at the site. 2. Remove and dispose of all excess soil, packaging, and other material brought to the site by the Contractor. 3.15 PROTECTION A. The Contractor shall protect installed irrigation work from damage due to operations by other Contractors or trespassers. 1. Maintain protection during installation until Acceptance. Treat, repair or replace damaged work immediately. The Owner's Representative shall determine when such treatment, replacement or repair is satisfactory. 3.16 PRE - MAINTENANCE OBSERVATION: A. Once the entire system shall be completely installed and operational and all planting is installed, the Owner's Representative shall observe the system and prepare a written punch list indicating all items to be corrected and the beginning date of the maintenance period. B. This is not final acceptance and does not relieve the Contractor from any of the responsibilities in the contract documents. 3.17 GENERAL MAINTENANCE AND THE MAINTENANCE PERIOD A. General maintenance shall begin immediately after installation of irrigation system. The general maintenance and the maintenance period shall include the following: 1. On a weekly basis the Contractor shall keep the irrigation system in good running order and make observations on the entire system for proper operation and coverage. Repair and cleaning shall be done to keep the system in full operation. 2. Records of all timing changes to control valves from initial installation to time of final acceptance shall be kept and turned over to the Owner's Representative at the time of final acceptance. 3. During the last week of the maintenance period, provide equipment familiarization and instruction on the total operations of the system to the personnel who will assume responsibility for running the irrigation system. 4. At the end of the maintenance period, turn over all operations logs, manuals, instructions, schedules, keys and any other equipment necessary for operation of the irrigation system to the Owner's Representative who will assume responsibility for the operations and maintenance of the irrigation system. B. The maintenance period for the irrigation system shall coincide with the maintenance period for the Planting. (See specification section “Planting” 3.18 SUBSTANTIAL COMPLETION ACCEPTANCE A. Upon written notice from the Contractor, the Owners Representative shall review the work and make a determination if the work is substantially complete. B. The date of substantial completion of the irrigation shall be the date when the Owner's Representative accepts that all work in Planting, Planting Soil, and Irrigation installation sections is complete. 3.19 FINAL ACCEPTANCE / SYSTEM MALFUNCTION CORRECTIONS A. At the end of the Plant Warrantee and Maintenance period, (See specification section “Planting”) the Owner's Representative shall inspect the irrigation work and establish that all provisions of the irrigation system are complete and the system is working correctly. 1. Restore any soil settlement over trenches and other parts of the irrigation system. 2. Replace, repair or reset any malfunctioning parts of the irrigation system. B. The Contractor shall show all corrections made from punch list. Any items deemed not acceptable shall be reworked and the maintenance period will be extended. C. The Contractor shall show evidence that the Owner's Representative has received all charts, records, drawings, and extra equipment as required before final acceptance. D. Failure to pass review: If the work fails to pass final review, any subsequent observations must be rescheduled as per above. The cost to the Owner for additional observations will be charged to the Contractor at the prevailing hourly rate of the reviewer. END OF SECTION 32 84 00 SECTION 32 93 00 PLANTING PART 1 GENERAL 1.1 SUMMARY A. The scope of work includes all labor, materials, appliances, tools, equipment, facilities, transportation and services necessary for, and incidental to performing all operations in connection with furnishing, delivery, and installation of plant (also known as "landscaping”) complete as shown on the drawings and as specified herein. B. The scope of work in this section includes, but is not limited to, the following: 1. Locate, purchase, deliver and install all specified plants. 2. Water all specified plants. 3. Mulch, fertilize, stake, and prune all specified plants. 4. Maintenance of all specified plants until the beginning of the warranty period. 5. Plant warranty. 6. Clean up and disposal of all excess and surplus material. 7. Maintenance of all specified plants during the warranty period. 1.2 CONTRACT DOCUMENTS A. Shall consist of specifications and general conditions and the construction drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any parts shall be as binding as if called for in all parts. 1.3 RELATED DOCUMENTS AND REFERENCES A. Related Documents: 1. Drawings and general provisions of contract including general and supplementary conditions and Division I specifications apply to work of this section 2. Related Specification Sections a. Section - Planting Soil b. Section - Irrigation B. References: The following specifications and standards of the organizations and documents listed in this paragraph form a part of the specification to the extent required by the references thereto. In the event that the requirements of the following referenced standards and specification conflict with this specification section the requirements of this specification shall prevail. In the event that the requirements of any of the following referenced standards and specifications conflict with each other the more stringent requirement shall prevail or as determined by the Owners Representative. 1. State of California, Department of Food and Agriculture, Regulations for Nursery Inspections, Rules and Grading. 2. ANSI Z60.1 American Standard for Nursery Stock, most current edition. 3. ANSI A 300 - Standard Practices for Tree, Shrub and other Woody Plant Maintenance, most current edition and parts. 4. Florida Grades and Standards for Nursery Stock, current edition (Florida Department of Agriculture, Tallahassee FL). 5. Interpretation of plant names and descriptions shall reference the following documents. Where the names or plant descriptions disagree between the several documents, the most current document shall prevail. a. USDA - The Germplasm Resources Information Network (GRIN) http://www.ars-grin.gov/npgs/searchgrin.html b. Manual of Woody Landscape Plants; Michael Dirr; Stipes Publishing, Champaign, Illinois; Most Current Edition. c. The New Sunset Western Garden Book, Oxmoor House, most current edition. 6. Pruning practices shall conform to recommendations “Structural Pruning: A Guide For The Green Industry” most current edition; published by Urban Tree Foundation, Visalia, California. 7. Glossary of Arboricultural Terms, International Society of Arboriculture, Champaign IL, most current edition. 1.4 VERIFICATION A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner's Representative of any discrepancies between the information on the drawings and the actual conditions, refraining from doing any work in said areas until given approval to do so by the Owner's Representative. B. In the case of a discrepancy in the plant quantities between the plan drawings and the plant call outs, list or plant schedule, the number of plants or square footage of the planting bed actually drawn on the plan drawings shall be deemed correct and prevail. 1.5 PERMITS AND REGULATIONS A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a conflict exists between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. B. Wherever references are made to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless otherwise expressly set forth. C. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to his/her actions. 1.7 CHANGES IN THE WORK A. The Owner's Representative may order changes in the work, and the contract sum should be adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in writing before executing the work involved. B. All changes in the work, notifications and contractor's request for information (RFI) shall conform to the contract general condition requirements. 1.8 CORRECTION OF WORK A. The Contractor, at their own cost, shall re-execute any work that fails to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative, at the soonest as possible time that can be coordinated with other work and seasonal weather demands. 1.9 DEFINITIONS All terms in this specification shall be as defined in the “Glossary of Arboricultural Terms” or as modified below. A. Container plant: Plants that are grown in and/or are currently in a container including boxed trees. B. Defective plant: Any plant that fails to meet the plant quality requirement of this specification. C. End of Warranty Final Acceptance: The date when the Owner's Representative accepts that the plants and work in this section meet all the requirements of the warranty. It is intended that the materials and workmanship warranty for Planting, Planting Soil, and Irrigation work run concurrent with each other. D. Healthy: Plants that are growing in a condition that expresses leaf size, crown density, color; and with annual growth rates typical of the species and cultivar's horticultural description, adjusted for the planting site soil, drainage and weather conditions. E. Kinked root: A root within the root package that bends more than 90 degrees. F. Maintenance: Actions that preserve the health of plants after installation and as defined in this specification. G. Maintenance period: The time period, as defined in this specification, which the Contractor is to provide maintenance. H. Normal: the prevailing protocol of industry standard(s). I. Owner's Representative: The person appointed by the Owner to represent their interest in the review and approval of the work and to serve as the contracting authority with the Contractor. The Owner's Representative may appoint other persons to review and approve any aspects of the work. J. Reasonable and reasonably: When used in this specification relative to plant quality, it is intended to mean that the conditions cited will not affect the establishment or long term stability, health or growth of the plant. This specification recognizes that it is not possible to produce plants free of all defects, but that some accepted industry protocols and standards result in plants unacceptable to this project. When reasonable or reasonably is used in relation to other issues such as weeds, diseased, insects, it shall mean at levels low enough that no treatment would be required when applying recognized Integrated Plant Management practices. This specification recognizes that some decisions cannot be totally based on measured findings and that professional judgment is required. In cases of differing opinion, the Owner's Representative's expert shall determine when conditions are judged as reasonable. K. Root ball: The mass of roots including any soil or substrate that is shipped with the tree within the root ball package. L. Root ball package. The material that surrounds the root ball during shipping. The root package may include the material in which the plant was grown, or new packaging placed around the root ball for shipping. M. Root collar (root crown, root flare, trunk flare, flare): The region at the base of the trunk where the majority of the structural roots join the plant stem, usually at or near ground level. N. Shrub: Woody plants with mature height approximately less than 15 feet. O. Stem: The trunk of the tree. P. Substantial Completion Acceptance: The date at the end of the Planting, Planting Soil, and Irrigation installation where the Owner's Representative accepts that all work in these sections is complete and the Warranty period has begun. This date may be different than the date of substantial completion for the other sections of the project. Q. Stem girdling root: Any root more than ¼ inch diameter currently touching the trunk, or with the potential to touch the trunk, above the root collar approximately tangent to the trunk circumference or circling the trunk. Roots shall be considered as Stem Girdling that have, or are likely to have in the future, root to trunk bark contact. R. Structural root: One of the largest roots emerging from the root collar. S. Tree: Single and multi-stemmed plants with mature height approximately greater than 15 feet. 1.10 SUBMITTALS A. See contract general conditions for policy and procedure related to submittals. B. Submit all product submittals 8 weeks prior to installation of plantings. C. Product data: Submit manufacturer product data and literature describing all products required by this section to the Owner's Representative for approval. Provide submittal eight weeks before the installation of plants. D. Plant growers' certificates: Submit plant growers' certificates for all plants indicating that each meets the requirements of the specification, including the requirements of tree quality, to the Owner's Representative for approval. Provide submittal eight weeks before the installation of plants. E. Samples: Submit samples of each product and material where required by the specification to the Owner's Representative for approval. Label samples to indicate product, characteristics, and locations in the work. Samples will be reviewed for appearance only. Compliance with all other requirements is the exclusive responsibility of the Contractor. F. Plant sources: Submit sources of all plants as required by Article - “Selection of Plants” to the Owner's Representative for approval. G. Close out submittals: Submit to the Owner's Representative for approval. 1. Plant maintenance data and requirements. 1.11 OBSERVATION OF THE WORK A. The Owner's Representative may observe the work at any time. They may remove samples of materials for conformity to specifications. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. B. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relieve the Contractor from meeting all the requirements of this specification. 1. SITE CONDITIONS PRIOR TO THE START OF PLANTING: review the soil and drainage conditions. 2. COMPLETION OF THE PLANT LAYOUT STAKING: Review of the plant layout. 3. PLANT QUALITY: Review of plant quality at the time of delivery and prior to installation. Review tree quality prior to unloading where possible, but in all cases prior to planting. 4. COMPLETION OF THE PLANTING: Review the completed planting. 1.12 PRE-CONSTRUCTION CONFERENCE A. Schedule a pre-construction meeting with the Owner's Representative at least seven (7) days before beginning work to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule. 1.13 QUALITY ASSURANCE A. Substantial Completion Acceptance - Acceptance of the work prior to the start of the warranty period: 1. Once the Contractor completes the installation of all items in this section, the Owner's Representative will observe all work for Substantial Completion Acceptance upon written request of the Contractor. The request shall be received at least ten calendar days before the anticipated date of the observation. 2. Substantial Completion Acceptance by the Owner's Representative shall be for general conformance to specified size, character and quality and not relieve the Contractor of responsibility for full conformance to the contract documents, including correct species. 3. Any plants that are deemed defective as defined under the provisions below shall not be accepted. B. The Owner's Representative will provide the Contractor with written acknowledgment of the date of Substantial Completion Acceptance and the beginning of the warranty period and plant maintenance period (if plant maintenance is included). C. Contractor's Quality Assurance Responsibilities: The Contractor is solely responsible for quality control of the work. D. Installer Qualifications: The installer shall be a firm having at least 5 years of successful experience of a scope similar to that required for the work, including the handling and planting of large specimen trees in urban areas. The same firm shall install planting soil (where applicable) and plant material. 1. The bidders list for work under this section shall be approved by the Owner's Representative. 2. Installer Field Supervision: When any planting work is in progress, installer shall maintain, on site, a full-time supervisor who can communicate in English with the Owner's Representative. 3. Installer's field supervisor shall have a minimum of five years experience as a field supervisor installing plants and trees of the quality and scale of the proposed project, and can communicate in English with the Owner's Representative. 4. The installer's crew shall have a minimum of 3 years experienced in the installation of Planting Soil, Plantings, and Irrigation (where applicable) and interpretation of soil plans, planting plans and irrigation plans. 5. Submit references of past projects, employee training certifications that support that the Contractors meets all of the above installer qualifications and applicable licensures.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 59

SPECIFICATIONS
327
SECTION 32 84 00 IRRIGATION PART 1 GENERAL 1.1 SUMMARY A. Irrigation system required for this work includes but is not limited to the furnishing of all labor, tools, materials, appliances, tests, permits, taxes, etc., necessary for the installation of a landscape irrigation system as herein specified and shown on the drawings, and the removal of all debris from the site. 1. Locate, purchase, deliver and install piping, conduit, sleeves, 120 volt and low voltage electrical and water connections, valves, backflow preventer devices, controllers, rain sensors, spray and bubbler heads, drip irrigation lines, and associated accessories for a fully operational automatic irrigation system. 2. Trenching and water settling of backfill material. 3. Testing and startup of the irrigation system. 4. Prepare an as built record set of drawings. 5. Training of the Owner's maintenance personnel in the operational requirements of the Irrigation system. 6. Clean up and disposal of all excess and surplus material. 7. Maintenance of the irrigation system during the proscribed maintenance period. B. The system shall efficiently and evenly irrigate all areas and be complete in every respect and shall be left ready for operation to the satisfaction of the Owner's Representative. C. Coordinate with other trades, as needed to complete work, including but not limited to Water Meter, Point of Connection (POC) and Backflow Preventer Device (BFPD) location and electrical hookups. 1.2 CONTRACT DOCUMENTS A. Shall consist of specifications and its general conditions and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution of the work. The documents are to be considered as one. Whatever is called for by any part shall be as binding as if called for in all parts. 1.3 RELATED DOCUMENTS AND REFERENCES A. Related Documents: 1. Drawings and general provisions of contract, including general and supplementary conditions and Division I specifications, apply to work of this section. 2. Related Specification Sections a. Section - Planting b. Section - Planting Soil c. Sections - Mechanical/Plumbing d. Sections - Electrical B. References: 1. American Society of Testing Materials (ASTM): cited section numbers. 2. National Sanitation Foundation (NSF): rating system. 3. Irrigation Association: Turf & Landscape Irrigation Best Management Practices 1.4 VERIFICATION A. Irrigation piping and related equipment are drawn diagrammatically. Scaled dimensions are approximate only. Before proceeding with work, carefully check and verify dimensions and immediately notify the Owner's Representative of discrepancies between the drawings or specifications and the actual conditions. Although sizes and locations of plants and or irrigation equipment are drawn to scale wherever possible, it is not within the scope of the drawings to show all necessary offsets, obstructions, or site conditions. The Contractor shall be responsible to install the work in such a manner that it will be in conformance to site conditions, complete, and in good working order. B. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstruction, grade difference or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstruction or differences should be brought to the attention of the Owner's Representative as soon as detected. In the event that notification to the Owner and Owner's Representative does not occur, the Contractor shall assume full responsibility for any revision necessary. C. Piping and equipment is to be located within the designated planting areas wherever possible unless specifically defined or dimensioned otherwise. 1.5 PERMITS AND REGULATIONS A. The Contractor shall obtain and pay for all permits related to this section of the work unless previously excluded under provision of the contract or general conditions. The Contractor shall comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a conflict exists between permit requirements and the work outlined in the contract documents, the Contractor shall promptly notify the Owner's Representative in writing including a description of any necessary changes and changes to the contract price resulting from changes in the work. B. Wherever references are made to standards or codes in accordance with which work is to be performed or tested, the edition or revision of the standards and codes current on the effective date of this contract shall apply, unless otherwise expressly set forth. C. In case of conflict among any referenced standards or codes or between any referenced standards and codes and the specifications, the more restrictive standard shall apply or Owner's Representative shall determine which shall govern. 1.6 PROTECTION OF WORK, PROPERTY AND PERSON A. The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to the Contractor's actions. 1.7 CHANGES IN THE WORK A. The Owner's Representative may order changes in the work, and the contract sum being adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extra compensation must be made and approved in writing before executing the work involved. B. All changes in the work, notifications and Contractor's request for information (RFI) shall conform to the contract general condition requirements. 1.8 CORRECTION OF WORK A. The Contractor shall re-execute any work that fails to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative, at the soonest as possible time that can be coordinated with other work, and seasonal weather demands, but not more than 90 (ninety) days after notification. 1.9 DEFINITIONS A. Owner's Representative: The person appointed by the Owner to represent their interest in the review and approval of the work and to serve as the contracting authority with the Contractor. The Owner's Representative may appoint other persons to review and approve any aspects of the work. B. Substantial Completion Acceptance: The date at the end of the Planting, Planting Soil, and Irrigation installation where the Owner's Representative accepts that all work in these sections is complete and the Warranty period has begun. This date may be different that the date of substantial completion for the other sections of the project. C. Final Acceptance: The date when the Owner's Representative accepts that the plants and work in this section meet all the requirements of specification. It is intended that the materials and workmanship warranty for Planting, Planting Soil, and Irrigation work run concurrently. 1.10 SUBMITTALS A. See the contract General Conditions for policy and procedures related to submittals. B. Product data 1. Submit a minimum of (3) complete lists of all irrigation equipment to be used, manufacturer's brochures, maintenance manuals, warrantees and operating instructions, within 15 days after the notice to proceed. a. This submission may be done digitally and all documents shall be submitted in one PDF document. 2. The submittals shall be packaged and presented in an organized manner, in the quantity described in Division 1 of the specifications. Provide a table of contents of all submitted items. 3. Clearly identify on each submitted sheet by underlining or highlighting (on each copy) the specific product being submitted for approval. Failure to clearly identify the specific product being submitted will result in a rejection for the entire submittal. No substitutions of material or procedures shall be made concerning these documents without the written consent of an accepted equivalent by the Owner's Representative. 4. Equipment or materials installed or furnished without prior approval of the Owner's Representative, may be rejected by the Owner's Representative and the Contractor shall be required to remove such materials from the site at their own expense. 5. Approval of substitution of material and/or products, other than those specified shall not relieve the Contractor from complying with the requirements of the contract documents and specifications. The Contractor shall be responsible, at their own expense, for all changes that may result from the approved substitutions, which affect the installation or operations other items of their own work and/or the work of other Contractors. C. Samples: Samples of the equipment may be required at the request of the Owner's Representative if the equipment is other than that specified. D. Other Submittals: Submit for approval: 1. Documentation of the installer's qualifications. a. Contractor's License b. Certified Installer from Controller Manufacturer 2. As built record set of drawings. 3. Wiring diagram. 4. Controller charts. 5. Colored zoning charts: Show each irrigation zone and the valve it is controlled by. 6. Controller irrigation schedule: Indicate zone run times, zones for each program, program run times, times and days of operation, flow management information and soil moisture sensor settings, if applicable. 7. Testing data from all required pressure testing. 8. Backflow prevention device certification: Certification from the manufacturer or their representative that the back flow prevention device has been installed correctly according to the manufactures requirements. 9. Irrigation controller certification: Certification from the manufacturer or an authorized distributor that the Controller has been installed correctly according to the manufactures requirements. 1.11 OBSERVATION OF THE WORK A. The Owner's Representative may inspect the work at any time. They may remove samples of materials for conformity to specifications. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. B. The Owner's Representative shall be informed of the progress of the work so the work may be observed at the following key times in the construction process. The Owner's Representative shall be afforded sufficient time to schedule visit to the site. Failure of the Owner's Representative to make field observations shall not relieve the Contractor from meeting all the requirements of this specification. 1. Trenching, directional boring, and sleeving review. 2. Hydrostatic pressure testing. 3. Valve manifolds, lateral lines and emitters. 4. Sensor installation and controller operation. 5. Adjustment and coverage test. 6. Pre-maintenance observation. 7. Final acceptance / system malfunction corrections. 1.12 PRE-CONSTRUCTION CONFERENCE A. Schedule a pre-construction meeting with the Owner's Representative at least seven (7) days before beginning work to review any questions the Contractor may have regarding the work, administrative procedures during construction and project work schedule. 1.13 QUALITY ASSURANCE A. It is the intention of this specification to accomplish the work of installing an automatic irrigation system, which will operate in an efficient and satisfactory manner. The irrigation system shall be installed and made operational according to the workmanlike standards established for landscape installation and sprinkler irrigation operation as set forth by the most recent Best Management Practices (BMP) of the Irrigation Association. B. The specification can only indicate the intent of the work to be performed rather than a detailed description of the performance of the work. It shall be the responsibility of the Contractor to install said materials and equipment in such a manner that they shall operate efficiently and evenly and support optimum plant growth and health. C. The Owner's Representative shall be the sole judge of the true intent of the drawings and specifications and of the quality of all materials furnished in performance of the contract. D. The Contractor shall keep one copy of all drawings and specifications on the work site, in good order. The Contractor shall make these documents available to the Owner's Representative when requested. E. In the event of any discrepancies between the drawings and the specification, the final decision as to which shall be followed, shall be made by the Owner's Representative. F. In the event the installation is contradictory to the direction of the Owner's Representative, the installation shall be rectified by the Contractor at no additional cost to the Owner. The Contractor shall immediately bring any such discrepancies to the attention of the Owner's Representative. G. It shall be distinctly understood that no oral statement of any person shall be allowed in any manner to modify any of the contract provisions. Changes shall be made only on written authorization of the Owner's Representative. H. Installer Qualifications: The installer shall be a firm having at least 5 years of successful experience of a scope similar to that required for the work. a. Installer Field Supervision: The installer shall maintain on site an experienced full-time supervisor who can communicate in English with the Owner's Representative. b. Submit the installer's qualifications for approval. 1.14 IRRIGATION SYSTEM WARRANTY: A. The Contractor shall Warrantee all workmanship and materials for a period of 1 year (s) following the acceptance of the work. 1. Any parts of the irrigation work that fails or is defective shall be replaced or reconstructed at no expense to the Owner including but not limited to: restoring grades that have settled in trenches and excavations related to the work. Reconstruction shall include any plantings, soil, mulch or other parts of the constructed landscape that may be damaged during the repair or that results from soil settlement. B. The date of acceptance of the work and start of the Guarantee period shall be determined by the Owner's Representative, upon the finding that the entire irrigation system is installed as designed and specified, and found to be operating correctly, supplying water evenly to all planting and/or lawn areas. C. The system controller shall be warranted by the equipment manufacturer against equipment malfunction and defects for a period of 10 years, following the acceptance of the work. D. Neither the final acceptance nor any provision in the contract documents shall relieve the Contractor of responsibility for faulty materials or workmanship. The Contractor shall remedy any defects within a period of 7 days (s) from the date of notification of a defect. 1.15 SITE CONDITIONS A. It is the responsibility of the Contractor to be aware of all surface and sub-surface conditions, and to notify the Owner's Representative, in writing, of any circumstances that would negatively impact the installation of the work. Do not proceed with work until unsatisfactory conditions have been corrected. 1.16 DELIVERY, STORAGE, AND HANDLING A. All materials and equipment shall be stored properly and protected as required by the Contractor. The Contractor shall be entirely responsible for damages or loss by weather or other cause to work under the contract. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of the work. B. Deliver the products to the job site in their original unopened container with labels intact and legible at time of use. C. Store in accordance with the manufacturers' recommendations. 1.17 PROTECTION A. The Contractor shall continuously maintain adequate protection of all their work from damage, destruction, or loss, and shall protect the owner's property from damage arising in connection with this contract. Contractor shall make good any such damage, destruction, loss or injury. Contractor shall adequately protect adjacent property as provided by law and the contract documents. B. The Contractor shall maintain sufficient safeguards, such as railings, temporary walks, lights, etc., against the occurrence of accidents, injuries or damage to any person or property resulting from their work, and shall alone be responsible for the same if such occurs. C. All existing paving, structures, equipment or plant material shall be protected at all times, including the irrigation system related to plants, from damage by workers and equipment. The Contractor shall follow all protection requirements including plant protection provision of the general contract documents. All damages shall be repaired or replaced at the Contractor's expense. Repairs and or replacement shall be to the satisfaction of the Owner's Representative, including the selection of a Contractor to undertake the repair or maintenance. Repairs shall be at no cost to the owner. 1. For trees damaged to the point where they will not be expected to survive or which are severely disfigured and that are too large to replace, the cost of damages shall be as determined by the Owner's arborist using accepted tree value evaluation methods. D. The Contractor shall refrain from trenching within the drip line of any existing tree to remain. The Owner's Representative may require the Contractor to relocate proposed irrigation work, bore lines beneath roots or use air spade technology to dig trenches through and under the root system to avoid damage to existing tree root areas. 1.18 EXCAVATING AROUND UTILITIES A. Contractor shall carefully examine the civil, record, and survey drawings to become familiar with the existing underground conditions before digging. 1. Do not begin any excavation until all underground utilities have been located and marked. Determine location of underground utilities and perform work in a manner that will avoid possible damage. Hand excavate, as required. Maintain stakes and or markings set by others until parties concerned mutually agree to their removal. B. Notification of811, DIG ALERT, is required for all excavation around utilities. The Contractor is responsible for knowing the location and avoiding utilities that are not covered by the DIG ALERT. C. Section 4216/4217 of the government code requires a dig-alert identification number be issued before a “permit to excavate” will be valid. For your dig-alert identification number call underground service alert toll free 1-800-422-4133 two working days before beginning construction. 1.19 POINT OF CONNECTION A. The point of connection of the irrigation system to its electrical power sources shall be provided by the General Contractor's licensed electrical Contractor per governing codes at the location shown on the drawings. The irrigation Contractor will connect the power to provided junction box or grounded plug receptacle. B. The point of connection of the irrigation system to its potable and or non-potable water sources, including the main shutoff valve and backflow preventer shall be provided by the General Contractor's licensed plumbing Contractor per governing codes at the location shown on the drawings. The minimum size and water pressure of the pressurized line will be as noted on the irrigation drawing. 1.20 TEMPORARY UTILITIES A. All temporary piping, wiring, meters, panels and other related appurtenances required between source of supply and point of use shall be provided by the Contractor and coordinated with the Owner's Representative. Existing utilities may be used with the written permission of the owner. 1.21 CUTTING, PATCHING, TRENCHING AND DIGGING A. The Contractor shall do all cutting, fitting, trenching or patching of their work that may be required to make its several parts come together as shown upon, or implied by, the drawings and specifications for the completed project. B. Digging and trenching operations shall be suspended when the soil moisture is above field capacity. 1.22 USE OF PREMISES A. The Contractor shall confine their apparatus; the storage of materials, and the operations of their workers to limits indicated by the law, ordinances, or permits and shall not unreasonably encumber the premises with their materials. B. Contractor parking, and material and equipment storage shall in areas approved by the Owner's Representative. 1.23 AS BUILT RECORD SET OF DRAWINGS A. Immediately upon the installation of any buried pipe or equipment, the Contractor shall indicate on the progress record drawings the locations of said pipe or equipment. The progress record drawings shall be made available at any time for review by the Owner's Representative. B. Before final acceptance of work, the Contractor shall provide an as built record set of drawings showing the irrigation system work as built. The drawings shall be transmitted to the Owner's Representative in paper format and as a pdf file of each document on compact disk or flash drive. The drawings shall include all information shown on the original contract document and revised to reflect all changes in the work. The drawings shall include the following additional information 1. All valves shall be numbered by station and corresponding numbers shall be shown on the as built record set of drawings. 2. All main line pipe or irrigation equipment including sleeves, valves, controllers, irrigation wire runs which deviate from the mainline location, backflow preventers, remote control valves, grounding rods, shut-off valves, rain sensors, wire splice locations, and quick coupling valves shall be located by two (2) measured dimensions, to the nearest one-half foot. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs, walls, structures and driveways. All changes in direction and depth of main line pipe shall be noted exactly as installed. Dimensions for pipes shall be shown at no greater than a 50 ft. maximum interval. 3. As built record set of drawings shall be signed and dated by the Contractor attesting to and certifying the accuracy of the as built record set of drawings. As built record set of drawings shall have "As Built Record Set of Drawings”, company name, address, phone number and the name of the person who created the drawing and the contact name (if different). C. The Owner shall make the original contract drawing files available to the Contractor. D. The Contractor shall GPS all points of connection, controllers, flow sensors, master valves, hydrometers, backflow prevention devices, remote control irrigation valves and moisture sensors prior to receiving a notice of completion from the Owner's Representative. a. Contractor shall provide an updated aerial of the site location after project completion to the controller manufacturer to be uploaded onto the online irrigation management system. 1.24 CONTROLLER CHARTS: A. Provide one controller chart for each automatic controller installed. 1. On the inside surface of the cover of each automatic controller, prepare and mount a color-coded chart showing the valves, main line, and systems serviced by that particular controller. All valves shall be numbered to match the operation schedule and the drawings. Only those areas controlled by that controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, walks, roads and walls. The plan, reduced as necessary and legible in all details, shall be made to a size that will fit into the controller cover. This print shall be approved by the Owner's Representative and shall be protected in laminated in a plastic cover and be secured to the inside back of the controller cabinet door. 2. Programming chart shall be 8.5" x 11" letter size and laminated. Programming chart shall include but is not limited to; a. Valve numbers and brief description of the valve use along with program associated to each valve. b. Program numbers and brief description of its use. c. Moisture sensor associated to each valve and program, if applicable. d. Decoder model numbers associated with each valve, pump relay, and hydrometers, if applicable. e. Utility numbers such as the irrigation and electrical meter. f. Model numbers for cell phone module or WiFi module, if applicable. g. Controller model number, if applicable. h. Booster pump make and model number, if applicable. 3. The controller chart shall be completed and approved prior to acceptance of the work. 1.25 TESTING A. Provide all required system testing with written reports as described in part 3. 1.26 OPERATION AND MAINTENANCE MANUALS AND GUARANTEES A. Prepare and deliver to the Owner's Representative within ten calendar days prior to completion of construction, two 3-ring hard cover binders containing the following information: 1. Index sheet stating Contractor's address and telephone number, list of equipment with name and addresses of local manufacturers' representatives. 2. Catalog and parts sheets on all material and equipment. 3. Guarantee statement. The start of the guarantee period shall be the date the irrigation system is accepted by the Owner. 4. Complete operating and maintenance instruction for all major equipment. 5. Irrigation product manufacturers warrantees. B. In addition to the above-mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for maintaining major equipment and show evidence in writing to the Owner's Representative at the conclusion of the project that this has been rendered. PART 2 PRODUCTS 2.1 MATERIALS GENERAL A. All materials shall be of standard, approved and first grade quality and shall be new and in perfect condition when installed and accepted. B. See the parts schedule on the drawings for specific components and manufacturers. C. Approval of any items or substitutions indicates only that the product(s) apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. The Contractor shall be responsible for the performance of substituted items. If the substitution proves to be unsatisfactory or not compatible with other parts of the system, the Contractor shall replace said items with the originally specified items, including all necessary work and modifications to replace the items, at no cost to the owner. 2.2 RECLAIMED WATER SYSTEM DESIGNATION A. Where irrigation systems use reclaimed water, all products including valve boxes, lateral and main line pipe, etc. where applicable and/or required by local code shall have the reclaimed water purple color designation. 2.3 PIPING MATERIAL A. Individual types of pipe and fittings supplied are to be of compatible manufacturer unless otherwise approved. Pipe sizes shown are nominal inside diameter unless otherwise noted. B. Plastic pipe: 1. All pipe shall be free of blisters, internal striations, cracks, or any other defects or imperfections. The pipe shall be continuously and permanently marked with the following information: manufacturer's name or trade mark, size, class and type of pipe pressure rating, quality control identifications, date of extrusion, and National Sanitation Foundation (NSF) rating. 2. Pressure main line for piping upstream of remote control valves and quick coupling valves: a. Pipe smaller than 2 inch diameter shall be plastic pipe for use with solvent weld or threaded fittings. Shall be manufactured rigid virgin polyvinyl chloride (PVC) 1220, Type 1, Grade 2 conforming to ASTM D 1785, designated as Schedule 40. b. Pipe 2 - 3 inch diameter shall be manufactured rigid virgin polyvinyl chloride (PVC), Type 1, Grade 2 conforming to ASTM D 1785, designated as bell gasket Class 315. c. Pipe larger than 3 inch diameter shall be manufactured rigid virgin polyvinyl chloride (PVC), Type 1, Grade 2 conforming to ASTM D 1785, designated as bell gasket Class 200 PVC 'Ring Tight'. 3. Non - pressure lateral line for piping downstream of remote control valves: plastic pipe for use with solvent weld or threaded fittings. Shall be manufactured rigid virgin polyvinyl chloride PVC 1220 (type 1, grade 2) conforming to ASTM d 1785, designated as Class 200, 3/4 minimum size. 4. Sleeve carrying pipes and conduits under paving 2 inches in diameter and larger shall be Sch. 40 solvent weld PVC conforming to ASTM D 1785. 5. Low voltage irrigation control wire conduit, direct burial, 1.5” in diameter and larger shall be Sch. 40 PVC solvent weld, grey in color and confirming to NEMA-TC2 C. Galvanized pipe shall be used for above ground connections to, backflow prevention device assemblies, hose bibs, and booster pumps and as shown on the plans and details. 1. Pipe shall be hot dip galvanized continuous welded, seamless, Schedule 40 conforming to applicable current ASTM standards. 2.4 FITTINGS AND CONNECTIONS: A. Polyvinyl chloride pipe fittings and connections: Type II, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping tapered socket or molded thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC fittings shall conform to ASTM D2464 and D2466. B. Brass pipe fittings, unions and connections: standard 125 pound class 85% red brass fittings and connections, IPS threaded. C. PVC Schedule 80 threaded risers and nipples: Type I, grade 1, Schedule 80, high impact molded, manufactured from virgin compounds as specified for piping and conforming to ASTM D-2464. Threaded ends shall be molded threads only. Machined threads are not acceptable. D. Galvanized pipe fittings shall be galvanized malleable iron ground joint Schedule 40 conforming to applicable current ASTM standards. 2.5 SOLVENT CEMENTS AND THREAD LUBRICANT A. Solvent cements shall comply with ASTM D2564. Socket joints shall be made per recommended procedures for joining PVC plastic pipe and fittings with PVC solvent cement and primer by the pipe and fitting manufacturer and procedures outlined in the appendix of ASTM D2564. Color of PVC solvent cement shall be light blue. B. Thread lubricant shall be Teflon ribbon-type, or approved equal, suitable for threaded installations as per manufacturer's recommendations. C. Pipe Joint Compound (Pipe dope) shall be used on all galvanized threaded connections. Pipe Joint Compound is a white colored, non-separating thread sealant compound designed to seal threaded connections against leakage due to internal pressure. It shall contain PTFE (Polytetrafluoroethylene) to permit a tighter assembly with lower torque, secure permanent sealing of all threaded connections and allow for easy disassembly without stripping or damaging threads. 2.6 BACKFLOW PREVENTION DEVICES A. The backflow prevention device shall be certified to NSF/ANSI 372 shall be ASSE Listed 1013, rated to 180 degree F, and supplied with full port ball valves. B. The main body and access covers shall be low lead bronze (ASTM B 584) C. The seat ring and all internal polymers shall be NSF Listed Noryl and the seat disc elastomers shall be silicone. D. Backflow Preventer shall be as indicated on the drawings. 2.7 PRESSURE REGULATOR A. Pressure regulator shall certified to NSF/ANSI 372, consisting of low lead bronze body bell housing, a separate access cap shall be threaded to the body and shall not require the use of ferrous screws. B. The main valve body shall be cast bronze (ASTM B 584). C. The access covers shall be bronze (ASTM B 584 or Brass ASTM B 16) D. The assembly shall be of the balanced piston design and shall reduce the pressure in both flow and no flow conditions. E. Pressure regulator shall be as indicated on the drawings. 2.9 BACKFLOW PREVENTER CAGE A. A heavy-duty steel mesh cage with rust proof finish. The caging shall be sized to allow space for the entire piping assembly associated with the Backflow Preventer unit, and all associated equipment. B. The cage shall include the manufacturers' standard tamper proof locking mechanism. C. Provide a concrete base as detailed on the drawings. D. Backflow Preventer Cage type, manufacturer and color shall be as indicated on the plans. 2.10 WATER HAMMER ARRESTOR A. Water hammer arrestor shall be a single copper piece with a one - inch (1") threaded lead free brass connection. B. Water hammer arrestor shall have a polypropylene piston, EDPM o-ring seal and brass NPT threaded connection. C. Water Hammer arrestor shall be designed to operate on all domestic and commercial lines with a minimum 150 PSI working pressure. D. Water hammer arrestor shall be the manufacturer, model and size as indicated on the drawings. 2.11 DRIP SYSTEM FLUSH/INDICATOR VALVES A. Drip system flush valve shall consist of a Sch. 40 PVC ball valve with socket connections and specialized PVC fittings to provide a hose thread adapter and sealing cap on the discharge side. B. Drip system flush valve and components shall be the manufacturer, model and sizes indicated on the drawings. 2.18 REMOTE CONTROL VALVES A. Remote control valves shall be electrically operated, single seat, normally closed configuration, equipped with flow control adjustment and capability for manual operation. B. Valves shall be actuated by a normally closed low wattage solenoid using 24 volts, 50/60 cycle solenoid power requirement. Solenoid shall be epoxy encased. A union shall be installed on the discharge end. C. Remote control valves shall be wired to controller in same numerical sequence as indicated on drawings. D. Remote control valves shall be as indicated on the drawings. 2.19 PRESSURE REGULATOR & BASKET FILTER A. Pressure regulating basket filter shall have an operating range of 5.0 to 20.0 gallons per minute. B. Pressure regulating basket filter shall regulate pressure to 40 psi and have an inlet pressure between 15 - 150 psi. C. Pressure regulating basket filter shall have a 200 mesh stainless steel filtration mesh. D. A Sch. 80 male adapter and threaded union shall be installed upstream and downstream of the pressure regulating basket filter. E. Pressure regulator and basket shall come with a filter replacement indicator. 2.20 HYDROMETER A. Hydrometer shall be compatible with the irrigation controller. 1. For 2-wire systems both flow sensor and master valve decoders are required. B. Hydrometer shall have a maximum operating pressure of 235 psi and a minimum operating pressure of 14 psi. C. Connection shall be National Pipe Thread or ANSI Flange. D. Hydrometer body material shall be cast iron with polyester coating. E. Hydrometer diaphragm material shall be reinforced natural rubber. F. Hydrometer register shall be either reed switch or photo diode. 1. Reed switch registers shall have a maximum contact current of 50 mA and a maximum contact voltage of 28 VDC. 2. Photo diode registers shall have a minimum 15 mA to a maximum 25 mA DC through a resistor and maximum loda of 2 mA. 3. Contractor shall verify register output with the controller manufacturer prior to ordering. G. Hydrometer solenoids shall be compatible with the specified irrigation controller. H. Hydrometer shall be as indicated on the drawings. 2.21 QUICK COUPLER VALVES A. Quick coupler valves shall be a one or two piece, heavy-duty brass construction with a working pressure of 150 PSI with a built in flow control and a self_closing valve. B. Quick coupler shall be equipped with locking red brass cap covered with durable yellow thermo-plastic rubber cover. Key size shall be compatible with quick coupler and of same manufacturer. C. Quick coupler valves shall be as indicated on the drawings. 2.22 SWING JOINTS A. Quick Couplers. 1. Swing joints shall be Sch. 80 conforming to ASTM D 1785/D 2464/D 2467 2. Swing joints shall have a pressure rating of 315 psi conforming to ASTM D 3139 3. Swing joints shall have a double O-ring seal. B. Pop-up spray bodies or bubblers. 1. Swing joint shall be low density poly tubing 0.49” in diameter. 4. Swing joints shall be pressure rated to 150 PSI 5. Swing joints shall be either ½” or ¾” in size. 6. See irrigation details for size and diameter of swing joints. 2.23 BUBBLERS A. Fixed bubbler emitters with emission rates between 1 4 gallon per hour up to 2 gallons per minute. 1. Description j. Nozzle: ABS k. Internal Parts: Corrosion resistant. l. Pattern: Fixed. m. Check Valve: Yes. n. Inlet: ½” FIPT threads. o. Pressure range: 5 - 65 psi p. Filtration: 100 - 150 mesh. a. Color: See drawings. B. All bubblers shall be as indicated on the drawings. 2.24 AUTOMATIC CONTROLLER A. Controller shall be housed in a sturdy, locking, weather resistant case, furnished for maximum exterior protection. B. Controller shall be equipped with evapo-transpiration (ET) sensor, which adjusts the controller programming based on local climatic conditions. The sensor shall also have a rain sensing shut-off switch, wind sensing shut off switch, and freeze sensing shut-off of switch. 1. If a moisture sensor is used in lieu of an evapo-transpiration sensor an additional sensor, which has a rain-sensing shut-off switch, wind sensing shut-off switch, and freeze sensing shut-off switch shall be provided. C. Automatic controller shall have online capabilities and the ability to communicate with the controller manufacturer's irrigation management software. 1. Automatic controller shall be connected to the manufacturer's irrigation management software with Ethernet, Wifi or Cellular. a. If cellular is used the Contractor shall provide five (5) years of cell service as a part of the project, if applicable. 2. Automatic controller shall be connected to the manufacturer's irrigation management software with Ethernet, Wifi or cellular. a. Contractor shall provide a five (5) subscription of online access to the controller manufacturer's irrigation management software, if applicable. C. Automatic controller shall be as indicated on the drawings. 2.25 CONTROLLER DECODERS A. All decoders shall be per the controller manufacturer's specifications. B. Decoder model number shall be as shown on the drawings. 2.26 LIGHTNING ARRESTOR A. All lightning arrestors shall be per the controller manufacturer's specifications. B. Lightning arrestor model numbers shall be as shown on the drawings. 2.27 MOISTURE SENSORS A. All moisture sensors shall be approved for use by the controller manufacturer. B. Moisture sensor model number shall be as shown on the drawings. 2.28 GROUNDING RODS OR PLATES A. All grounding rods shall be 8' x 3/8" and made of copper. B. Grounding plates shall be a minimum of five (5') square feet and conform to ASIC earth grounding electronic equipment in irrigation systems guidelines. C. Grounding rod wire shall be #6 AWG direct burial copper wire. D. All connections to grounding rods or plates shall conform to ASIC Earth Grounding Electric Equipment in Irrigation Systems Guidelines. 1. Connections can be either a CADWELD® or screw clamp type of connection. 2. All clamps must be suitable for direct burial or exothermic weld. 3. The resistance reading for this connection should be less than1 millohm. 2.29 ELECTRICAL CONTROL WIRING A. Low voltage 1. The electrical control wire shall be direct burial type UF, no. 14 AWG, solid, single conductor, copper wire UL approved or larger, if required to operate system as designed. 2. For 2-Wire controllers all irrigation wire for the controller, flow sensor, master valve, hydrometer, remote control valves and moisture sensors shall be per the controller manufacturer's specifications and recommendations. a. Wire shall be a minimum of #14UF AWG in size or as indicated on the drawing. b. Wire shall be twisted and encased inside a heavy duty, color coded polyethylene jacket. c. If there are multiple controllers each wire path shall be color coded differently. 3. Color code wires to each valve. Common wire shall be white. 4. If multiple controllers are being utilized, and wire paths of different controllers cross each other, both common and control wires from each controller to be of different colors. 5. Control wire splices: Splices are when required shall be placed in splice boxes. 6. Wire connections shall be per the controller manufacturer's specifications and recommendations. B. High voltage 1. Shall be of type as required by local codes and ordinances. 2. Shall be of proper size to accommodate needs of equipment it is to serve. 2.30 VALVE BOXES AND MATERIALS A. Valve boxes: valve boxes shall be constructed of ABS (acrylonitrile butadiene styrene) plastic, green in color, with rigid base and sides and shall be supplied with bolt lock cover secured with stainless steel bolts. Cover shall be identified as shown on drawings. Provide box extensions as required. 1. Water hammer arrestor, hydrometers 2” and smaller, master valves, flow sensors, remote control irrigation valves, gate valves, and ball valves 3 inch or less in size shall use a 14 inch x 19 inch x 12 inch rectangular box. 2. Hydrometers 3” and larger, master valves 3” and larger, and ball valves 4” and larger shall use a 33 inch x 24 inch x 15” rectangular valve box. 3. Quick coupler valves, wire splices, and grounding rods shall use a 10 inch circular box. 4. Grounding rods shall be in a 8 inch circular box. 2.31 CONCRETE THRUST BLOCKS A. Concrete thrust blocks shall be sized per the pipe manufactures requirement or as indicated on the drawings. 2.32 VALVE IDENTIFICATION TAGS A. Valve Identification Tags shall be 2.25 inch x 2.65 inch polyurethane. Color: potable water; yellow / Non-potable water; purple. Tags shall be permanently attached to each remote control valve with tamper proof seals as indicated on the drawings. 2.33 EQUIPMENT TO BE FURNISHED TO OWNER A. Two (2) sets of keys for each automatic controller. B. Two (2) 48 inch tee wrenches for operating the gate valves. C. Three (3) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. D. Two (2) quick coupler keys to match manufacturer type of quick coupler. E. Two (2) controller decoders of each type used on the project. F. One (1) sensor for each type used on the project. 2.34 INCIDENTAL MATERIALS AND EQUIPMENT A. Furnish all materials and equipment not specified above, but which are necessary for completion of the work as intended. 2.35 MAIN LINE LOCATOR TAPE A. 3 - inch wide plastic detectable locator tape. PART 3 EXECUTION 3.1 GENERAL REQUIREMENTS A. Code requirements shall be those of state and municipal codes and regulations locally governing this work, providing that any requirements of the drawings and specifications, not conflicting therewith, but exceeding the code requirements, shall govern unless written permission to the contrary is granted by the Owner's Representative. B. Extreme care shall be exercised at all times by the Contractor in excavating and working in the project area due to existing utilities and irrigation systems to remain. Contractor shall be fully responsible for expenses incurred in the repair of damages caused by their operation. 1. The Contractor is responsible for identifying and maintaining existing irrigation main lines that supply water to areas on the site as noted on the drawings and outside of the proposed limit of work. The Contractor shall relocate or replace existing irrigation main line piping as required to provide a continuous supply of water to all areas of existing irrigation on site. a. Providing continuous water supply shall include hand watering and or the use of watering trucks to provide adequate water. C. Plan locations of backflow preventers, valves, controllers, irrigation lines, sleeves, spray heads and other equipment are diagrammatic and indicate the spacing and relative locations of all installations. Final site conditions and existing and proposed plantings shall determine final locations and adjusted as necessary and as directed to meet existing and proposed conditions and obtain complete water coverage. Minor changes in locations of the above from locations shown shall be made as necessary to avoid existing and proposed trees, piping, utilities, structures, etc. at the Contractor's expense or when directed by the Owner's Representative. 1. The Contractor shall be held responsible for relocation of any items without first obtaining the Owner's Representative's approval. The Contractor shall remove and relocate such items at their expense if so directed by the Owner's Representative. D. Prior to any work the Contractor shall stake out locations of all pipe, valves, equipment and irrigation heads and emitters using an approved staking method and maintain the staking of the approved layout in accordance with the drawings and any required modifications. Verify all horizontal and vertical site dimensions prior to staking of heads. Do not exceed spacing shown on drawings for any given area. If such modified spacing demand additional or less material than shown on the drawings, notify the Owner's Representative before beginning any work in the adjacent area. E. Stub out main line at all end runs and as shown on drawings. Stub out wires for future connection where indicated on plan and as directed. F. Point of connection shall be approximately as shown on drawings. Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. G. Permission to shut off any existing in-use water line must be obtained 48 hours in advance, in writing from the Owner. The Contractor shall receive instructions from the Owner's Representative as to the exact length of time of each shut-off. H. No fittings shall be installed on pipe underneath pavement or walls. I. Prior to starting any work, Contractor shall obtain a reading of existing static water pressure (no flow condition) at the designated point of connection and immediately submit written verification of pressure with date and time of recording to Owner's Representative.

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 60

SPECIFICATIONS
328

1.14 PLANT WARRANTY A. Plant Warranty: 1. The Contractor agrees to replace defective work and defective plants. The Owner's Representative shall make the final determination if plants meet these specifications or that plants are defective. Plants warranty shall begin on the date of Substantial Completion Acceptance and continue for the following periods, classed by plant type: a. Trees - 1 Year(s). 2. When the work is accepted in parts, the warranty periods shall extend from each of the partial Substantial Completion Acceptances to the terminal date of the last warranty period. Thus, all warranty periods for each class of plant warranty, shall terminate at one time. 3. All plants shall be warrantied to meet all the requirements for plant quality at installation in this specification. Defective plants shall be defined as plants not meeting these requirements. The Owner's representative shall make the final determination that plants are defective. 4. Plants determined to be defective shall be removed immediately upon notification by the Owner's Representative and replaced without cost to the Owner, as soon as weather conditions permit and within the specified planting period. 5. Any work required by this specification or the Owner's Representative during the progress of the work, to correct plant defects including the removal of roots or branches, or planting plants that have been bare rooted during installation to observe for or correct root defects shall not be considered as grounds to void any conditions of the warranty. In the event that the Contractor decides that such remediation work may compromise the future health of the plant, the plant or plants in question shall be rejected and replaced with plants that do not contain defects that require remediation or correction. 6. The Contractor is exempt from replacing plants, after Substantial Completion Acceptance and during the warranty period, that are removed by others, lost or damaged due to occupancy of project, lost or damaged by a third party, vandalism, or any natural disaster. 7. Replacements shall closely match adjacent specimens of the same species. Replacements shall be subject to all requirements stated in this specification. Make all necessary repairs due to plant replacements. Such repairs shall be done at no extra cost to the Owner. 8. The warranty of all replacement plants shall extend for an additional one-year period from the date of their acceptance after replacement. In the event that a replacement plant is not acceptable during or at the end of the said extended warranty period, the Owner's Representative may elect one more replacement items or credit for each item. These tertiary replacement items are not protected under a warranty period. 9. During and by the end of the warranty period, remove all tree wrap, ties, and guying unless agreed to by the Owner's Representative to remain in place. All trees that do not have sufficient caliper to remain upright, or those requiring additional anchorage in windy locations, shall be staked or remain staked, if required by the Owner's Representative. B. End of Warranty Final Acceptance - Acceptance of plants at the end of the warranty period. 1. At the end of the warranty period, the Owner's Representative shall observe all warranted work, upon written request of the Contractor. The request shall be received at least ten calendar days before the anticipated date for final observation. 2. End of Warranty Final Acceptance will be given only when all the requirements of the work under this specification and in specification sections Planting Soil and Irrigation have been met. 1.15 SELECTION AND OBSERVATION OF PLANTS A. The Owner's Representative may review all plants subject to approval of size, health, quality, character, etc. Review or approval of any plant during the process of selection, delivery, installation and establishment period shall not prevent that plant from later rejection in the event that the plant quality changes or previously existing defects become apparent that were not observed. B. Plant Selection: The Owner's Representative reserves the right to select and observe all plants at the nursery prior to delivery and to reject plants that do not meet specifications as set forth in this specification. If a particular defect or substandard element can be corrected at the nursery, as determined by the Owner's Representative, the agreed upon remedy may be applied by the nursery or the Contractor provided that the correction allows the plant to meet the requirements set forth in this specification. Any work to correct plant defects shall be at the contractor's expense. 1. The Owner's Representative may make invasive observation of the plant's root system in the area of the root collar and the top of the root ball in general in order to determine that the plant meets the quality requirements for depth of the root collar and presence of roots above the root collar. Such observations will not harm the plant. 2. Corrections are to be undertaken at the nursery prior to shipping. C. The Contractor shall bear all cost related to plant corrections. D. All plants that are rejected shall be immediately removed from the site and acceptable replacement plants provided at no cost to the Owner. E. Submit to the Owner's Representative, for approval, plant sources including the names and locations of nurseries proposed as sources of acceptable plants, and a list of the plants they will provide. The plant list shall include the botanical and common name and the size at the time of selection. Observe all nursery materials to determine that the materials meet the requirements of this section. 1.) The following nurseries are pre-approved to supply plants for this project: F. Trees shall be purchased from the growing nursery. Re-wholesale plant suppliers shall not be used as sources unless the Contractor can certify that the required trees are not directly available from a growing nursery. When Re-wholesale suppliers are utilized, the Contractor shall submit the name and location of the growing nursery from where the trees were obtained by the re-wholesale seller. The re-wholesale nursery shall be responsible for any required plant quality certifications. G. The Contractor shall require the grower or re-wholesale supplier to permit the Owner's Representative to observe the root system of all plants at the nursery or job site prior to planting including random removal of soil or substrate around the base of the plant. Observation may be as frequent and as extensive as needed to verify that the plants meet the requirements of the specifications and conform to requirements. H. Each tree shall have a numbered seal applied by the Contractor. The seal shall be placed on a lateral branch on the north side of the tree. The seal shall be a tamper proof plastic seal bearing the Contractors name and a unique seven-digit number embossed on the seal. 1. Do not place seals on branches that are so large that there is not sufficient room for the branch growth over the period of the warranty. I. The Owner's Representative may choose to attach their seal to each plant, or a representative sample. Viewing and/or sealing of plants by the Owner's Representative at the nursery does not preclude the Owner's Representative's right to reject material while on site. The Contractor is responsible for paying any up charge for the Owner's Representative to attach their seal to specific plants. J. Where requested by the Owner's Representative, submit photographs of plants or representative samples of plants. Photographs shall be legible and clearly depict the plant specimen. Each submitted image shall contain a height reference, such as a measuring stick. The approval of plants by the Owner's Representative via photograph does not preclude the Owner's Representative's right to reject material while on site. 1.16 PLANT SUBSTITUTIONS FOR PLANTS NOT AVAILABLE A. Submit all requests for substitutions of plant species, or size to the Owner's Representative, for approval, prior to purchasing the proposed substitution. Request for substitution shall be accompanied with a list of nurseries contacted in the search for the required plant and a record of other attempts to locate the required material. Requests shall also include sources of plants found that may be of a smaller or larger size, or a different shape or habit than specified, or plants of the same genus and species but different cultivar origin, or which may otherwise not meet the requirements of the specifications, but which may be available for substitution. 1.17 SITE CONDITIONS A. It is the responsibility of the Contractor to be aware of all surface and sub-surface conditions, and to notify the Owner's Representative, in writing, of any circumstances that would negatively impact the health of plantings. Do not proceed with work until unsatisfactory conditions have been corrected. 1. Should subsurface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering cost of corrections. If the Contractor fails to notify the Owner's Representative of such conditions, he/she shall remain responsible for plant material under the warranty clause of the specifications. B. It is the responsibility of the Contractor to be familiar with the local growing conditions, and if any specified plants will be in conflict with these conditions. Report any potential conflicts, in writing, to the Owner's Representative. C. This specification requires that all Planting Soil and Irrigation (if applicable) work be completed and accepted prior to the installation of any plants. 1. Planting operations shall not begin until such time that the irrigation system is completely operational for the area(s) to be planted, and the irrigation system for that area has been preliminarily observed and approved by the Owner's Representative. D. Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practices. 1. Do not install plants into saturated or frozen soils. Do not install plants during inclement weather, such as rain or snow or during extremely hot, cold or windy conditions. 1.18 PLANTING AROUND UTILITIES A. Contractor shall carefully examine the civil, record, and survey drawings to become familiar with the existing underground conditions before digging. B. Determine location of underground utilities and perform work in a manner that will avoid possible damage. Hand excavate, as required. Maintain grade stakes set by others until parties concerned mutually agree upon removal. C. Notification of DIG ALERT, 811, is required for all planting areas: The Contractor is responsible for knowing the location and avoiding utilities that are not covered by the DIG ALERT. PART 2 PRODUCTS 2.1 PLANTS: GENERAL A. Standards and measurement: Provide plants of quantity, size, genus, species, and variety or cultivars as shown and scheduled in contract documents. 1. All plants including the root ball dimensions or container size to trunk caliper ratio shall conform to ANSI Z60.1 “American Standard for Nursery Stock” latest edition, unless modified by provisions in this specification. When there is a conflict between this specification and ANSI Z60.1, this specification section shall be considered correct. 2. Plants larger than specified may be used if acceptable to the Owner's Representative. Use of such plants shall not increase the contract price. If larger plants are accepted the root ball size shall be in accordance with ANSI Z-60.1. Larger plants may not be acceptable if the resulting root ball cannot be fit into the required planting space. 3. If a range of size is given, no plant shall be less than the minimum size and not less than 50 percent of the plants shall be as large as the maximum size specified. The measurements specified are the minimum and maximum size acceptable and are the measurements after pruning, where pruning is required. B. Proper Identification: All trees shall be true to name as ordered or shown on planting plans and shall be labeled individually or in groups by genus, species, variety and cultivar. C. Compliance: All trees shall comply with federal and state laws and regulations requiring observation for plant disease, pests, and weeds. Observation certificates required by law shall accompany each shipment of plants. 1. Clearance from the local county agricultural commissioner, if required, shall be obtained before planting trees originating outside the county in which they are to be planted. D. Plant Quality: 2. General: Provide healthy stock, grown in a nursery and reasonably free of die-back, disease, insects, eggs, bores, and larvae. At the time of planting all plants shall have a root system, stem, and branch form that will not restrict normal growth, stability and health for the expected life of the plant 3. Plant quality above the soil line: a. Plants shall be healthy with the color, shape, size and distribution of trunk, stems, branches, buds and leaves normal to the plant type specified. Tree quality above the soil line shall comply with the project Crown Acceptance details (or Florida Grades and Standards, tree grade Florida Fancy or Florida #1) and the following: 1.) Crown: The form and density of the crown shall be typical for a young specimen of the species or cultivar pruned to a central and dominant leader. a.) Crown specifications do not apply to plants that have been specifically trained in the nursery as topiary, espalier, multi-stem, clump, or unique selections such as contorted or weeping cultivars. 2.) Leaves: The size, color, and appearance of leaves shall be typical for the time of year and stage of growth of the species or cultivar. Trees shall not show signs of prolonged moisture stress or over watering as indicated by wilted, shriveled, or dead leaves. 3.) Branches: Shoot growth (length and diameter) throughout the crown should be appropriate for the age and size of the species or cultivar. Trees shall not have dead, diseased, broken, distorted, or otherwise injured branches. a.) Main branches shall be distributed along the central leader not clustered together. They shall form a balanced crown appropriate for the cultivar/species. b.) Branch diameter shall be no larger than two-thirds (one-half is preferred) the diameter of the central leader measured 1 inch above the branch union. c.) The attachment of the largest branches (scaffold branches) shall be free of included bark. 4.) Trunk: The tree trunk shall be relatively straight, vertical, and free of wounds that penetrate to the wood (properly made pruning cuts, closed or not, are acceptable and are not considered wounds), sunburned areas, conks (fungal fruiting bodies), wood cracks, sap leakage, signs of boring insects, galls, cankers, girdling ties, or lesions (mechanical injury). 5.) Temporary branches, unless otherwise specified, can be present along the lower trunk below the lowest main (scaffold) branch, particularly for trees less than 1 inch in caliper. These branches should be no greater than 3/8-inch diameter. Clear trunk should be no more than 40% of the total height of the tree. a. Trees shall have one central leader. If the leader was headed, a new leader (with a live terminal bud) at least one-half the diameter of the pruning cut shall be present. 1.) All trees are assumed to have one central leader trees unless a different form is specified in the plant list or drawings. b. All graft unions, where applicable, shall be completely closed without visible sign of graft rejection. All grafts shall be visible above the soil line. c. Trunk caliper and taper shall be sufficient so that the lower five feet of the trunk remains vertical without a stake. Auxiliary stake may be used to maintain a straight leader in the upper half of the tree. 3. Plant quality at or below the soil line: a. Plant roots shall be normal to the plant type specified. Root observations shall take place without impacting tree health. Root quality at or below the soil line shall comply with the project Root Acceptance details and the following: 1.) The roots shall be reasonably free of scrapes, broken or split wood. 2.) The root system shall be reasonably free of injury from biotic (e.g., insects and pathogens) and abiotic (e.g., herbicide toxicity and salt injury) agents. Wounds resulting from root pruning used to produce a high quality root system are not considered injuries. 3.) A minimum of three structural roots reasonably distributed around the trunk (not clustered on one side) shall be found in each plant. Root distribution shall be uniform throughout the root ball, and growth shall be appropriate for the species. a.) Plants with structural roots on only one side of the trunk (J roots) shall be rejected. 4.) The root collar shall be within the upper 2 inches of the substrate/soil. Two structural roots shall reach the side of the root ball near the top surface of the root ball. The grower may request a modification to this requirement for species with roots that rapidly descend, provided that the grower removes all stem girdling roots above the structural roots across the top of the root ball. 5.) The root system shall be reasonably free of stem girdling roots over the root collar or kinked roots from nursery production practices. 6.) At time of observations and delivery, the root ball shall be moist throughout. Roots shall not show signs of excess soil moisture conditions as indicated by stunted, discolored, distorted, or dead roots. E. Submittals: Submit for approval the required plant quality certifications from the grower where plants are to be purchased, for each plant type. The certification must state that each plant meets all the above plant quality requirements. 1. The grower's certification of plant quality does not prohibit the Owner's Representative from observing any plant or rejecting the plant if it is found to not meet the specification requirements. 2.2 ROOT BALL PACKAGE OPTIONS: The following root ball packages are permitted. Specific root ball packages shall be required where indicated on the plant list or in this specification. Any type of root ball packages that is not specifically defined in this specification shall not be permitted. A. CONTAINER (INCLUDING ABOVE-GROUND FABRIC CONTAINERS AND BOXES) PLANTS 1. Container plants may be permitted only when indicated on the drawing, in this specification, or approved by the Owner's Representative. 2. Provide plants shall be established and well rooted in removable containers. 3. Container class size shall conform to ANSI Z60.1 for container plants for each size and type of plant.. A. Container or flat-grown plants should be sized as noted in the planting plan. Plants shall be well-rooted and healthy. 2.3 PLANTING SOIL A. Planting Soil as used in this specification means the soil at the planting site, or imported as modified and defined in specification Section Planting Soil. If there is no Planting Soil specification, the term Planting Soil shall mean the soil at the planting site within the planting hole. 2.4 MULCH A. Mulch shall be "Walk on" grade, coarse, ground, from tree and woody brush sources. The size range shall be a minimum (less than 25% or less of volume) fine particles 3/8 inch or less in size, and a maximum size of individual pieces (largest 20% or less of volume) shall be approximately 1 to 1-1/2 inch in diameter and maximum length approximately 4 to 8". Pieces larger than 8 inch long that are visible on the surface of the mulch after installation shall be removed. 1. It is understood that mulch quality will vary significantly from supplier to supplier and region to region. The above requirements may be modified to conform to the source material from locally reliable suppliers as approved by the Owner's Representative. B. Submit supplier's product specification data sheet and a one gallon sample for approval. 2.5 TREE STAKING AND GUYING MATERIAL A. Tree guying to be flat woven polypropylene material, 3/4 inch wide, and 900 lb. break strength. Color to be Green. Product to be ArborTie manufactured by Deep Root Partners, L.P. or approved equal. B. Stakes shall be lodge pole stakes free of knots and of diameters and lengths appropriate to the size of plant as required to adequately support the plant. C. Below ground anchorage systems to be constructed of 2 x 2 dimensional untreated wood securing (using 3 inch long screws) horizontal portions to 4 feet long vertical stakes driven straight into the ground outside the root ball. D. Submit manufacturer's product data for approval PART 3 EXECUTION 3.1 SITE EXAMINATION A. Examine the surface grades and soil conditions to confirm that the requirements of the Specification Section - Planting Soil - and the soil and drainage modifications indicated on the Planting Soil Plan and Details (if applicable) have been completed. Notify the Owner's Representative in writing of any unsatisfactory conditions. 3.2 DELIVERY, STORAGE AND HANDLING A. Protect materials from deterioration during delivery and storage. Adequately protect plants from drying out, exposure of roots to sun, wind or extremes of heat and cold temperatures. If planting is delayed more than 24 hours after delivery, set plants in a location protected from sun and wind. Provide adequate water to the root ball package during the shipping and storage period. 1. All plant materials must be available for observation prior to planting. 2. Using a soil moisture meter, periodically check the soil moisture in the root balls of all plants to assure that the plants are being adequately watered. Volumetric soil moisture shall be maintained above wilting point and below field capacity for the root ball substrate or soil. B. Do not deliver more plants to the site than there is space with adequate storage conditions. Provide a suitable remote staging area for plants and other supplies. 1. The Owner's Representative or Contractor shall approve the duration, method and location of storage of plants. C. Provide protective covering over all plants during transporting. 3.3 PLANTING SEASON A. Planting shall only be performed when weather and soil conditions are suitable for planting the materials specified in accordance with locally accepted practice. Install plants during the planting time as described below unless otherwise approved in writing by the Owner's Representative. In the event that the Contractor request planting outside the dates of the planting season, approval of the request does not change the requirements of the warranty. 1. Deciduous trees and shrubs January to May and August to December. 3.4 ADVERSE WEATHER CONDITIONS A. No planting shall take place during extremely hot, dry, windy or freezing weather. 3.5 COORDINATION WITH PROJECT WORK A. The Contractor shall coordinate with all other work that may impact the completion of the work. B. Prior to the start of work, prepare a detailed schedule of the work for coordination with other trades. C. Coordinate the relocation of any irrigation lines, heads or the conduits of other utility lines that are in conflict with tree locations. Root balls shall not be altered to fit around lines. Notify the Owner's Representative of any conflicts encountered. 3.6 LAYOUT AND PLANTING SEQUENCE A. Relative positions of all plants and trees are subject to approval of the Owner's Representative. B. Notify the Owner's Representative, one (1) week prior to layout. Layout all individual tree and shrub locations. Place plants above surface at planting location or place a labeled stake at planting location. Layout bed lines with paint for the Owner's Representative's approval. Secure the Owner's Representative's acceptance before digging and start of planting work. C. When applicable, plant trees before other plants are installed. D. It is understood that plants are not precise objects and that minor adjustments in the layout will be required as the planting plan is constructed. These adjustments may not be apparent until some or all of the plants are installed. Make adjustments as required by the Owner's Representative including relocating previously installed plants. 3.7 SOIL PROTECTION DURING PLANT DELIVERY AND INSTALLATION A. Protect soil from compaction during the delivery of plants to the planting locations, digging of planting holes and installing plants. 1. Where possible deliver and plant trees that require the use of heavy mechanized equipment prior to final soil preparation and tilling. Where possible, restrict the driving lanes to one area instead of driving over and compacting a large area of soil. 2. Till to a depth of 6 inches, all soil that has been driven over during the installation of plants. 3.8 SOIL MOISTURE A. Volumetric soil moisture level, in both the planting soil and the root balls of all plants, prior to, during and after planting shall be above permanent wilting point and below field capacity for each type of soil texture within the following ranges. Soil type Permanent wilting point Field capacity Sand, Loamy sand, Sandy loam 5 - 8% 12 - 18% Loam, Sandy clay, Sandy clay loam 14 - 25% 27 - 36% Clay loam, Silt loam 11 - 22% 31 - 36% Silty clay, Silty clay loam 22 - 27% 38 - 41% 1. Volumetric soil moisture shall be measured with a digital moisture meter. The meter shall be the Digital Soil Moisture Meter, DSMM500 by General Specialty Tools and Instruments, or approved equivalent. B. The Contractor shall confirm the soil moisture levels with a moisture meter. If the moisture is too high, suspend planting operations until the soil moisture drains to below field capacity. 3.9 INSTALLATION OF PLANTS: GENERAL A. Installation plan shall be submitted a minimum of 14 days prior to the scheduled installation. Plan should describe the methods, activities, materials and schedule to achieve installation of plants. B. Observe each plant after delivery and prior to installation for damage of other characteristics that may cause rejection of the plant. Notify the Owner's Representative of any condition observed. C. No more plants shall be distributed about the planting bed area than can be planted and watered on the same day. D. The root system of each plant, regardless of root ball package type, shall be observed by the Contractor, at the time of planting to confirm that the roots meet the requirements for plant root quality in Part 2 Products: Plants General: Plant Quality. The Contractor shall undertake at the time of planting, all modifications to the root system required by the Owner's Representative to meet these quality standards. 1. Modifications, at the time of planting, to meet the specifications for the depth of the root collar and removal of stem girdling roots and circling roots may make the plant unstable or stress the plant to the point that the Owner's Representative may choose to reject the plant rather than permitting the modification. 2. Any modifications required by the Owner's Representative to make the root system conform to the plant quality standards outlined in Part 2 Products: Plants General: Quality, or other requirements related to the permitted root ball package, shall not be considered as grounds to modify or void the plant warranty. 3. The resulting root ball may need additional staking and water after planting. The Owner's Representative may reject the plant if the root modification process makes the tree unstable or if the tree is not healthy at the end of the warranty period. Such plants shall still be covered under the warranty 4. The Contractor remains responsible to confirm that the grower has made all required root modifications noted during any nursery observations. E. Container and Boxed Root Ball Shaving: The outer surfaces of ALL plants in containers and boxes, including the top, sides and bottom of the root ball shall be shaved to remove all circling, descending, and matted roots. Shaving shall be performed using saws, knives, sharp shovels or other suitable equipment that is capable of making clean cuts on the roots. Shaving shall remove a minimum of one inch of root mat or up to 2 inches as required to remove all root segments that are not growing reasonably radial to the trunk. F. Exposed Stem Tissue after Modification: The required root ball modifications may result in stem tissue that has not formed trunk bark being exposed above the soil line. If such condition occurs, wrap the exposed portion of the stem in a protective wrapping with a white filter fabric. Secure the fabric with biodegradable masking tape. DO NOT USE string, twine, green nursery ties or any other material that may girdle the trunk if not removed. G. Excavation of the Planting Space: Using hand tools or tracked mini-excavator, excavate the planting hole into the Planting Soil to the depth of the root ball measured after any root ball modification to correct root problems, and wide enough for working room around the root ball or to the size indicated on the drawing or as noted below. 1. For trees and shrubs planted in soil areas that are NOT tilled or otherwise modified to a depth of at least 12 inches over a distance of more than 10 feet radius from each tree, or 5 feet radius from each shrub, the soil around the root ball shall be loosened as defined below or as indicated on the drawings. a. The area of loosening shall be a minimum of 3 times the diameter of the root ball at the surface sloping to 2 times the diameter of the root ball at the depth of the root ball. b. Loosening is defined as digging into the soil and turning the soil to reduce the compaction. The soil does not have to be removed from the hole, just dug, lifted and turned. Lifting and turning may be accomplished with a tracked mini excavator, or hand shovels. 2. If an auger is used to dig the initial planting hole, the soil around the auger hole shall be loosened as defined above for trees and shrubs planted in soil areas that are NOT tilled or otherwise modified. 3. The measuring point for root ball depth shall be the average height of the outer edge of the root ball after any required root ball modification. 4. If motorized equipment is used to deliver plants to the planting area over exposed planting beds, or used to loosen the soil or dig the planting holes, all soil that has been driven over shall be tilled to a depth of 6 inches. H. For trees to be planted in prepared Planting Soil that is deeper than the root ball depth, compact the soil under the root ball using a mechanical tamper to assure a firm bedding for the root ball. If there is more than 12 inches of planting soil under the root ball excavate and tamp the planting soil in lifts not to exceed 12 inches. I. Set top outer edge of the root ball at the average elevation of the proposed finish. Set the plant plumb and upright in the center of the planting hole. The tree graft, if applicable, shall be visible above the grade. Do not place soil on top of the root ball. J. The Owner's Representative may request that plants orientation be rotated when planted based on the form of the plant. K. Backfill the space around the root ball with the same planting soil or existing soil that was excavated for the planting space. See Specification Section Planting Soil, for requirements to modify the soil within the planting bed. L. Brace root ball by tamping Planting Soil around the lower portion of the root ball. Place additional Planting Soil around base and sides of ball in six-inch (6") lifts. Lightly tamp each lift using foot pressure or hand tools to settle backfill, support the tree and eliminate voids. DO NOT over compact the backfill or use mechanical or pneumatic tamping equipment. Over compaction shall be defined as greater than 85% of maximum dry density, standard proctor or greater than 250 psi as measured by a cone penetrometer when the volumetric soil moisture is lower than field capacity. 1. When the planting hole has been backfilled to three quarters of its depth, water shall be poured around the root ball and allowed to soak into the soil to settle the soil. Do not flood the planting space. If the soil is above field capacity, allow the soil to drain to below field capacity before finishing the planting. Air pockets shall be eliminated and backfill continued until the planting soil is brought to grade level. M. Where indicated on the drawings, build a 4 inch high, level berm of Planting Soil around the outside of the root ball to retain water. Tamp the berm to reduce leaking and erosion of the saucer. N. Thoroughly water the Planting Soil and root ball immediately after planting. O. Remove all nursery plant identification tags and ribbons as per Owner's Representative instructions. The Owner's Representative's seals are to remain on plants until the end of the warranty period. P. Remove corrugated cardboard trunk protection after planting. Q. Follow additional requirements for the permitted root ball packages. 3.10 PERMITTED ROOT BALL PACKAGES AND SPECIAL PLANTING REQUIREMENTS A. The following are permitted root ball packages and special planting requirements that shall be followed during the planting process in addition to the above General planting requirements. B. CONTAINER (INCLUDES BOXED AND ABOVE-GROUND FABRIC CONTAINERS) PLANTS 2. This specification assumes that most container plants have significant stem girdling and circling roots, and that the root collar is too low in the root ball. 3. Remove the container. 4. Perform root ball shaving as defined in Installation of Plants: General above. 5. Remove all roots and substrate above the root collar and the main structural roots according to root correction details so root system conforms to root observations detail. 6. Remove all substrate at the bottom of the root ball that does not contain roots. 7. Using a hose, power washer or air excavation device, wash out the substrate from around the trunk and top of the remaining root ball and find and remove all stem girdling roots within the root ball above the top of the structural roo 3.12 STAKING AND GUYING A. Do not stake or guy trees unless specifically required by the Contract Documents, or in the event that the Contractor feels that staking is the only alternative way to keep particular trees plumb. 5. The Owner's Representative shall have the authority to require that trees are staked or to reject staking as an alternative way to stabilize the tree. 6. Trees that required heavily modified root balls to meet the root quality standards may become unstable. The Owner's Representative may choose to reject these trees rather than utilize staking to temporarily support the tree. B. Trees that are guyed shall have their guys and stakes removed after one full growing season or at other times as required by the Owner's Representative. C. Tree guying shall utilize the tree staking and guying materials specified. Guying to be tied in such a manner as to create a minimum 12-inch loop to prevent girdling. Refer to manufacturer's recommendations and the planting detail for installation. 1. Plants shall stand plumb after staking or guying. 2. Stakes shall be driven to sufficient depth to hold the tree rigid. D. For trees planted in planting mix over waterproofed membrane, use dead men buried 24 inches to the top of the dead man, in the soil. Tie the guy to the dead man with a double wrap of line around the dead man followed by a double half hitch. When guys are removed, leave the dead men in place and cut the guy tape 12 inches above the ground, leaving the tape end covered in mulch. 3.15 STRAIGHTENING PLANTS A. Maintain all plants in a plumb position throughout the warranty period. Straighten all trees that move out of plumb including those not staked. Plants to be straightened shall be excavated and the root ball moved to a plumb position, and then re-backfilled. B. Do not straighten plants by pulling the trunk with guys. 3.16 PRUNING OF TREES AND SHRUBS A. Prune plants as directed by the Owner's Representative. Pruning trees shall be limited to addressing structural defects as shown in details; follow recommendations in “Structural Pruning: A Guide For The Green Industry” published by Urban Tree Foundation, Visalia CA. B. All pruning shall be performed by a person experienced in structural tree pruning. C. Except for plants specified as multi-stemmed or as otherwise instructed by the Owner's Representative, preserve or create a central leader. D. Pruning of large trees shall be done using pole pruners or if needed, from a ladder or hydraulic lift to gain access to the top of the tree. Do not climb in newly planted trees. Small trees can be structurally pruned by laying them over before planting. Pruning may also be performed at the nursery prior to shipping. E. Remove and replace excessively pruned or malformed stock resulting from improper pruning that occurred in the nursery or after. F. Pruning shall be done with clean, sharp tools. G. No tree paint or sealants shall be used. 3.18 MULCHING OF PLANTS A. Apply 5 inches of mulch before settlement, covering the entire planting bed area. Install no more than 1 inch of mulch over the top of the root balls of all plants. Taper to 2 inches when abutting pavement. B. For trees planted in lawn areas the mulch shall extend to a 5 foot radius around the tree or to the extent indicated on the plans. C. Lift all leaves, low hanging stems and other green portions of small plants out of the mulch if covered. 3.19 PLANTING BED FINISHING A. After planting, smooth out all grades between plants before mulching. B. Separate the edges of planting beds and lawn areas with a smooth, formed edge cut into the turf with the bed mulch level slightly lower, 1 and 2 inches, than the adjacent turf sod or as directed by the Owner's Representative. Bed edge lines shall be a depicted on the drawings. 3.20 WATERING A. The Contractor shall be fully responsible to ensure that adequate water is provided to all plants from the point of installation until the date of Substantial Completion Acceptance. The Contractor shall adjust the automatic irrigation system, if available, and apply additional or adjust for less water using hoses as required. B. Hand water root balls of all plants to assure that the root balls have moisture above wilt point and below field capacity. Test the moisture content in each root ball and the soil outside the root ball to determine the water content. 3.21 CLEAN-UP A. During installation, keep the site free of trash, pavements reasonably clean and work area in an orderly condition at the end of each day. Remove trash and debris in containers from the site no less than once a week. 1. Immediately clean up any spilled or tracked soil, fuel, oil, trash or debris deposited by the Contractor from all surfaces within the project or on public right of ways and neighboring property. B. Once installation is complete, wash all soil from pavements and other structures. Ensure that mulch is confined to planting beds and that all tags and flagging tape are removed from the site. The Owner's Representative's seals are to remain on the trees and removed at the end of the warranty period. C. Make all repairs to grades, ruts, and damage by the plant installer to the work or other work at the site. D. Remove and dispose of all excess planting soil, subsoil, mulch, plants, packaging, and other material brought to the site by the Contractor. 3.22 PROTECTION DURING CONSTRUCTION A. The Contractor shall protect planting and related work and other site work from damage due to planting operations, operations by other Contractors or trespassers. Maintain protection during installation until Substantial Completion Acceptance. Treat, repair or replace damaged work immediately. B. Damage done by the Contractor, or any of their sub-contractors to existing or installed plants, or any other parts of the work or existing features to remain, including roots, trunk or branches of large existing trees, soil, paving, utilities, lighting, irrigation, other finished work and surfaces including those on adjacent property, shall be cleaned, repaired or replaced by the Contractor at no expense to the Owner. The Owner's Representative shall determine when such cleaning, replacement or repair is satisfactory. 3.23 PLANT MAINTENANCE PRIOR TO SUBSTANTIAL COMPLETION ACCEPTANCE A. During the project work period and prior to Substantial Completion Acceptance, the Contractor shall maintain all plants. B. Maintenance during the period prior to Substantial Completion Acceptance shall consist of pruning, watering, cultivating, weeding, mulching, removal of dead material, repairing and replacing of tree stakes, tightening and repairing of guys, repairing and replacing of damaged tree wrap material, resetting plants to proper grades and upright position, and furnishing and applying such sprays as are necessary to keep plantings reasonably free of damaging insects and disease, and in healthy condition. The threshold for applying insecticides and herbicide shall follow established Integrated Pest Management (IPM) procedures. Mulch areas shall be kept reasonably free of weeds, grass. 3.24 SUBSTANTIAL COMPLETION ACCEPTANCE A. Upon written notice from the Contractor, the Owners Representative shall review the work and make a determination if the work is substantially complete. 1. Notification shall be at least 7 days prior to the date the contractor is requesting the review. B. The date of substantial completion of the planting shall be the date when the Owner's Representative accepts that all work in Planting, Planting Soil, and Irrigation installation sections is complete. C. The Plant Warranty period begins at date of written notification of substantial completion from the Owner's Representative. The date of substantial completion may be different than the date of substantial completion for the other sections of the project. 3.25 MAINTENANCE DURING THE WARRANTY PERIOD BY THE PLANT INSTALLER A. During the warranty period, provide all maintenance for all plantings to keep the plants in a healthy state and the planting areas clean and neat. B. General requirements: 1. All work shall be undertaken by trained planting crews under the supervision of a foreman with a minimum of 5 years experience supervising commercial plant maintenance crews. 2. All chemical and fertilizer applications shall be made by licensed applicators for the type of chemicals to be used. All work and chemical use shall comply with all applicable local, provincial and federal requirements. 3. Assure that hoses and watering equipment and other maintenance equipment does not block paths or be placed in a manner that may create tripping hazards. Use standard safety warning barriers and other procedures to maintain the site in a safe manner for visitors at all times. 4. All workers shall wear required safety equipment and apparel appropriate for the tasks being undertaken. 5. The Contractor shall not store maintenance equipment at the site at times when they are not in use unless authorized in writing by the Owner's Representative. 6. Maintenance vehicles shall not park on the site including walks and lawn areas at any time without the Owner's Representative's written permission. 7. Maintain a detailed log of all maintenance activities including types of tasks, date of task, types and quantities of materials and products used, watering times and amounts, and number of each crew. Periodically review the logs with the Owner's Representative, and submit a copy of the logs at the end of each year of the maintenance agreement. 8. Meet with the Owner's Representative a minimum of three times a year to review the progress and discuss any changes that are needed in the maintenance program. At the end of the warranty period attend a hand over meeting to formally transfer the responsibilities of maintenance to the Owner's Representative. Provide all information on past maintenance activities and provide a list of critical tasks that will be needed over the next 12 months. Provide all maintenance logs and soil test data. Make the Contractor's supervisor available for a minimum of one year after the end of the warranty period to answer questions about past maintenance. C. Provide the following maintenance tasks: 1. Watering; Provide all water required to keep soil within and around the root balls at optimum moisture content for plant growth. a. Maintain all watering systems and equipment and keep them operational. b. Monitor soil moisture to provide sufficient water. Check soil moisture and root ball moisture with a soil moisture meter on a regular basis and record moisture readings. Do not over water. 2. Soil nutrient levels: Take a minimum of 4 soil samples from around the site in the spring and fall and have them tested by an accredited agricultural soil testing lab for chemical composition of plant required nutrients, pH, salt and % organic matter. Test results shall include laboratory recommendations for nutrient applications. Apply fertilizers at rates recommended by the soil test. a. Make any other soil test and/or plant tissue test that may be indicated by plant conditions that may not be related to soil nutrient levels such as soil contaminated by other chemicals or lack of chemical uptake by the plant. 3. Plant pruning: Remove cross over branching, shorten or remove developing co dominant leaders, dead wood and winter-damaged branches. Unless directed by the Owner's Representative, do not shear plants or make heading cuts. 4. Restore plants: Reset any plants that have settled or are leaning as soon as the condition is noticed. 5. Guying and staking: Maintain plant guys in a taught position. Remove tree guys and staking after the first full growing season unless directed by Owner's Representative. 6. Weed control: Keep all beds free of weeds. Hand-remove all weeds and any plants that do not appear on the planting plan. Chemical weed control is permitted only with the approval of the Owner's Representative. Schedule weeding as needed but not less 12 times per year. 7. Trash removal: Remove all trash and debris from all planting beds and maintain the beds in a neat and tidy appearance. The number of trash and debris removal visits shall be no less than 12 times per year and may coincide with other maintenance visits. 8. Plant pest control: Maintain disease, insects and other pests at manageable levels. Manageable levels shall be defined as damage to plants that may be noticeable to a professional but not to the average person. Use least invasive methods to control plant disease and insect outbreaks. a. The Owner's Representative must approve in advance the use of all chemical pesticide applications. 9. Plant replacement: Replace all plants that are defective as defined in the warranty provisions, as soon as the plant decline is obvious and in suitable weather and season for planting as outlined in above sections. Plants that become defective during the maintenance period shall be covered and replaced under the warranty provisions. 10. Mulch: Refresh mulch once a year to maintain complete coverage but do not over mulch. At no time shall the overall mulch thickness be greater that 5 inches. Do not apply mulch within 6 inches of the trunks or stems of any plants. Replacement mulch shall meet the requirements of the original approved material. Mulch shall be no more than one inch on top of the root ball surface. 11. Bed edging: Check and maintain edges between mulch and lawn areas in smooth neat lines as originally shown on the drawings. 12. Leaf, fruit and other plant debris removal: Remove fall leaf, spent flowers, fruit and plant part accumulations from beds and paved surfaces. Maintain all surface water drains free of debris. Debris removal shall be undertaken at each visit to weed or pick up trash in beds. 13. Damage from site use: Repair of damage by site visitors and events, beyond normal wear, are not part of this maintenance. The Owner's Representative may request that the Contractor repair damage beds or plantings for an additional cost. All additional work shall be approved in advance by the Owner's Representative. 3.27 END OF WARRANTY FINAL ACCEPTANCE / MAINTENANCE OBSERVATION A. At the end of the Warranty and Maintenance period the Owner's Representative shall observe the work and establish that all provisions of the contract are complete and the work is satisfactory. 1. If the work is satisfactory, the maintenance period will end on the date of the final observation. 2. If the work is deemed unsatisfactory, the maintenance period will continue at no additional expense to the Owner until the work has been completed, observed, and approved by the Owner's Representative. B. FAILURE TO PASS OBSERVATION: If the work fails to pass final observation, any subsequent observations must be rescheduled as per above. The cost to the Owner for additional observations will be charged to the Contractor at the prevailing hourly rate of the Owners Representative. END OF SECTION 32 93 00

CITY OF VISALIA
315 E. ACEQUIA AVE.

RIGGIN AVENUE

WIDENING & IMPROVEMENTS
VISALIA, CA 93291

W O O D

A R C H I T E C T U R E NORTH
NOT FOR CONSTRUCTION 61

SPECIFICATIONS
329
Rd 92
Ave 320
W Doe Ave
N Shirk St
W Goshen Ave
N Plaza Dr
N Kelsey St
W Riggin Ave Ave 312
W Kibler Ave
W Sunnyview Ave
W Ferguson Ave N Plaza Dr
² Location Map
Riggin Ave Widening - Kelsey to Shirk
Riggin Avenue
(Kelsey to Shirk)
330
Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 22-0080 Agenda Date: 3/21/2022 Agenda #: 3.

Agenda Item Wording:

Authorize City Manager to award a five (5) year service and equipment contract with Axon Enterprise, Inc. located in Scottsdale, Arizona, not to exceed $894,378 and to provide the Visalia Police Department with a Mobile Audio/Video System (MAVS) for 133 marked patrol vehicles with installation and payment to take place over four (4) years.

Deadline for Action: 3/21/2022
Submitting Department: Police Department
Contact Name and Phone Number: Chief Jason Salazar, ext.4215, [email protected] <mailto:[email protected]> ; Captain Luma Fahoum, ext.4103, [email protected] <mailto:[email protected]> ; Financial Analyst Liz Ybarra, ext.4250, [email protected] <mailto:[email protected]> ; Lieutenant Daniel Ford, ext.4105, [email protected] <mailto:[email protected]>
Department Recommendation:

Authorize City Manager to award a five (5) year service and equipment contract with Axon Enterprise, Inc. located in Scottsdale, Arizona, not to exceed $894,378 and to provide the Visalia Police Department with a Mobile Audio/Video System (MAVS) for 133 patrol vehicles with installation and payment to take place over four (4) years.

Summary:

The Visalia Police Department’s current ICOP Mobile Audio-Video (MAV) system that consists of cameras mounted in the marked patrol vehicles is obsolete. ICOP went out of business in 2011 and was purchased by Safety Vision. Staff has worked to maintain this system through replacement parts which are often purchased from vendors such as EBAY and Amazon. Despite our best efforts, the majority of our marked patrol vehicles are now without an in-car camera system. In a time where transparency is essential in law enforcement, the need for a new in car camera system is paramount.

The Axon Fleet 3 MAV system provides the Visalia Police Department with a two-camera system that includes a forward-facing camera with a wide-angle view to observe the front of the vehicle. The second camera will provide a panoramic view of the prisoner compartment of the vehicle. All cameras connect with the Mobile Data Terminal (Laptop) that is used by our patrol officers.

Fleet 3 provides several services that are specific to Axon. First, it will be able to integrate seamlessly to our Evidence.com cloud storage system which is where all body-worn camera (BWC) and the majority of the Visalia Police Department’s digital evidence is held. Fleet 3 will also be able to work with our current BWC to allow for automatic activation for all traffic stops, or any time the emergency equipment is activated. This provides one less step for officers during tense situations and ensures activation of the camera in those situations. Lastly, officers will be able to use the Axon dashboard to log both their BWC and Fleet 3 evidence in one step, saving them time for the processing of Visalia City Council Page 1 of 3 Printed on 3/18/2022
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File #: 22-0080 Agenda Date: 3/21/2022 Agenda #: 3.
evidence.

Background Discussion:

On July 28, 2021, a Request for Proposal (RFP 20-21-48) for a Mobile Audio/Video System for Police patrol units was announced and was published on July 29 and August 5, 2021. The deadline for submission of the proposal was September 9, 2021. Staff also held an informational meeting on August 17, 2021. The City received one (1) proposal and it was from Axon Enterprise, Inc.

The Scope of Services required the vendor to provide a solution that would meet or exceed the required specifications, which included the following product specifications: 1) Two (2) mounted miniature cameras; 2) Digital video recorder mounted in a protective case; 3) Control Center (Fixed or application Based); 4) Wireless microphone and 5) Fixed in-car microphone to ensure both officer and prisoner compartment audio.

In December of 2021, a trial and evaluation of Axon Fleet 3 was conducted by the Visalia Police Department and City of Visalia Information Services. The trial lasted 30 days and allowed staff to assess the equipment and software. As a result of the trial, the officers indicated that the system performed well and exceeded their expectations. Officers were able to successfully integrate their BWC with the installed equipment and found that processing the evidence was greatly simplified.

Information Services determined that the technology used was able to function well with our current computers and technical requirements.

The initial proposal Axon submitted included a MAV System for a total of 127 patrol units, with 60 units to be installed in year on (1) of the contract; however, during the evaluation period it was determined that 133 units were required. There will be 88 cameras installed in year one (1) of the contract.

Fiscal Impact:

This CIP project was approved and appropriated by Council on 12/20/2021 for $900,000 as part of the $29,364,455 ARPA Funds. ARPA funds will pay for the initial purchase through December 2026 and General Fund will pay for subsequent expenditures including ongoing operating costs.

The cost includes equipment, software licenses, cloud storage, installation, warranty, and training.

The equipment will be delivered to the City and Axon technicians will perform the installation. The useful life of the equipment is approximately ten (10) years and will be replaced when the patrol unit is replaced.

A draft copy of Axon’s Master Services and Purchasing Agreement was submitted to City Attorney and the Information Services Department for approval. Final agreement is pending but quote for cost is final. There is a cost savings negotiated in the quote if Council awards the contract by March 31, 2022.

The 133 cameras will be paid and installed in phases over four (4) years. Installation for the first 88 MAVS is projected for January 2023 then annually. There will be ongoing operating cost for storage/software licenses after the initial contract that will be budgeted in Police operations.

Projected cost for the renewal of services at year six (6) is $60 per unit per month for a project annual operating cost of $95,760. The cost per unit is $6,725 for 5 years (includes license & storage) as Visalia City Council Page 2 of 3 Printed on 3/18/2022
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File #: 22-0080 Agenda Date: 3/21/2022 Agenda #: 3.
indicated in the table below.

Prior Council Action: Funds were appropriated on December 20, 2021.

Other: N/A
Alternatives: Not to award the contract.

Recommended Motion (and Alternative Motions if expected):

Authorize City Manager to award a five (5) year services and equipment contract with Axon Enterprise, Inc. located in Scottsdale, Arizona, not to exceed $894,378 and to provide the Visalia Police Department with a Mobile Audio/Video System (MAVS) for 133 marked patrol vehicles with installation and payment to take place over four (4) years.

Environmental Assessment Status: N/A
CEQA Review: N/A
Attachments: Quote with Scope of Services and master services and purchasing contract Visalia City Council Page 3 of 3 Printed on 3/18/2022
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Visalia City CouncilMarch 21, 2022

Visalia City Council
March 21, 2022