Roseville City Council
March 4, 2026

AB 626 - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is

FOR COUNCIL APPROVAL ONLY

AB 626 - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SECTION 2.

The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SECTION 3.

If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

FOR COUNCIL APPROVAL ONLY

APPENDIX A - SOIL REPORT

FOR COUNCIL APPROVAL ONLY

FOR COUNCIL APPROVAL ONLY

FOR COUNCIL APPROVAL ONLY

FOR COUNCIL APPROVAL ONLY

FOR COUNCIL APPROVAL ONLY

16 8
172
172
JM-51
PARK
1 CV-1.0

AS SHOWN
AM

COVER SHEET
CWJ# - 500289
EN# - 25-0626
JM-51 PARK

SHEET INDEX
NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL

MATERIALS AND WORK AS DETAILED IN THE CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS - JULY 2025 OR LATEST

EDITION AND THE CITY OF ROSEVILLE DESIGN & CONSTRUCTION STANDARDS - JANUARY 2013 WITH 2021 AMENDMENTS OR LATEST EDITION. CONTRACTOR SHALL PROVIDE SUBMITTALS BASED ON

THE PROVIDED DRAWINGS AND ALL REQUIREMENTS IN THE ABOVE MENTIONED GUIDELINES.

CITY OF ROSEVILLE GENERAL NOTES:

CV-1.0 COVER SHEET 1
CV-2.0A CAL GREEN DOCUMENTATION 2
CV-2.0B CAL GREEN DOCUMENTATION 3
CV-2.0C CAL GREEN DOCUMENTATION 4
SA-1.0 SITE ACCESSIBILITY PLAN 5
SW-1.0 SCOPE OF WORK PLAN 6
LC-1.0 LANDSCAPE CONSTRUCTION PLAN & KEYNOTES 7
LC-2.0 LANDSCAPE CONSTRUCTION DETAILS 8
CS COVER SHEET (SHADE STRUCTURE) 9
1 ARCHITECTURAL ELEVATIONS (SHADE STRUCTURE) 10
2 ANCHOR & FOOTING LAYOUT (SHADE STRUCTURE) 11

2.1 ANCHOR & FOOTING DETAILS (SHADE STRUCTURE) 12
3 STRUCTURAL FRAMING PLAN (SHADE STRUCTURE) 13
4 FRAME CONNECTION DETAILS (SHADE STRUCTURE) 14

4.1 FRAME CONNECTION DETAILS (SHADE STRUCTURE) 15
6 ROOF OVERVIEW (SHADE STRUCTURE) 16

06.1 ROOF LAYOUT (SHADE STRUCTURE) 17

6.2 ROOF LAYOUT (SHADE STRUCTURE) 18
7 ROOF CONNECTION DETAILS (SHADE STRUCTURE) 19

7.1 ROOF CONNECTION DETAILS (SHADE STRUCTURE) 20

7.2 ROOF CONNECTION DETAILS (SHADE STRUCTURE) 21
C1.0 GRADING & DRAINAGE PLAN 22
C1.1 GRADING & DRAINAGE DETAILS 23
C1.2 DRAINAGE DETAILS - CITY 24
C2.0 EROSION CONTROL PLAN 25
LL-1.0 LANDSCAPE LAYOUT PLAN & NOTES 26
LI-1.0 LANDSCAPE IRRIGATION PLAN & LEGEND 27
LI-1.1 LANDSCAPE IRRIGATION PLAN - MAINLINE LAYOUT 28
LI-2.0 LANDSCAPE IRRIGATION NOTES 29
LI-2.1 MWELO DOCUMENTATION 30
LI-2.2 LANDSCAPE IRRIGATION DETAILS 31
LI-2.3 LANDSCAPE IRRIGATION DETAILS 32
LP-1.0 LANDSCAPE PLANTING PLAN & LEGEND 33
LP-2.0 LANDSCAPE PLANTING NOTES & DETAILS 34
E0.1 ELECTRICAL COVER SHEET 35
E0.2 SERVICE PEDESTAL ONE-LINE DIAGRAM & ELEVATION, 36

FEEDER SCHEDULE AND LOAD CALCULATIONS
E0.3 TITLE 24 LTO FORMS 37
E1.0 ELECTRICAL SITE PLAN 38
E2.0 ELECTRICAL DETAILS 39
E2.1 ELECTRICAL DETAILS 40
TOTAL SHEETS 40
ALL WORK SHALL CONFORM TO THE FOLLOWING MODEL CODES:
2022 CALIFORNIA BUILDING CODE WITH CITY OF ROSEVILLE AMENDMENTS (CBC) , 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC),
2022 CALIFORNIA MECHANICAL CODE (CMC),
2022 CALIFORNIA PLUMBING CODE (CPC),
2022 CALIFORNIA ELECTRICAL CODE WITH CITY AMENDMENTS (CEC), 2022 CALIFORNIA ENERGY CODE (CEC PART 6),
2022 CALIFORNIA FIRE CODE WITH CITY OF ROSEVILLE AMENDMENTS (RFC).

SITE MAP

1. PRIOR TO COMBUSTIBLE MATERIALS BEING BROUGHT TO

THE SITE, FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED TO WITHIN 150 FEET OF ALL PORTIONS OF THE

EXTERIOR WALLS OF THE FIRST STORY OF ANY
STRUCTURES AND COMBUSTIBLE STORAGE PILES. FIRE

APPARATUS ACCESS ROADS SHALL BE FULLY PAVED AND

SHALL BE DESIGNED TO SUPPORT THE IMPOSED WEIGHT
OF A FIRE APPARATUS (34 TONS GVW). ACCESS ROADS
SHALL BE PROVIDED WITH A MINIMUM 20-FOOT ROADWAY
WIDTH AND 13 FOOT 6-INCH VERTICAL CLEARANCE.

2. CONSTRUCT/ON MATERIAL AND VEHICLES SHALL NOT

OBSTRUCT FIRE APPARATUS ACCESS TO FIRE APPARATUS
ROADS, FIRE HYDRANTS OR THE BUILDING.

3. TEMPORARY ABOVE GROUND FUEL STORAGE TANKS MAY

BE USED ON CONSTRUCT/ON SITES FOR DIESEL FUEL ONLY
AND SHALL NOT EXCEED 1, 000-GALLON LIQUID CAPACITY.

SUCH INSTALLATIONS SHALL COMPLY WITH ALL
APPLICABLE PROVISIONS OF THE CITY FIRE CODE. A FIRE

DEPARTMENT PERMIT SHALL BE OBTAINED PRIOR TO THE
PLACEMENT OF SUCH TANKS ON THE SITE.

4. THE STREET ADDRESS OF THE CONSTRUCTION SITE SHALL

BE CLEARLY IDENTIFIED AT ALL ENTRANCES INTO THE
PROJECT. SUCH NUMBERS SHALL BE CLEARLY VISIBLE

FROM THE STREET FRONTING THE PROPERTY AND SHALL

CONTRAST IN COLOR WITH THEIR BACKGROUND (MINIMUM
6-INCH LETTERING).

5. FIRE SAFETY DURING CONSTRUCT/ON. CHAPTER 33 OF THE

CALIFORNIA FIRE CODE REQUIRES CERTAIN SAFETY

PROCEDURES TO BE FOLLOWED DURING NEW
CONSTRUCT/ON AND REMODELS. THIS ARTICLE CONCERNS
FIRE SAFETY IN THE FOLLOWING AREAS: ACCESS, WATER
CITY OF ROSEVILLE FIRE DEPARTMENT GENERAL NOTES:

MODEL CODES

BUILDING CLASSIFICATION
A. OCCUPANCY GROUP: U
B. TYPE OF CONSTRUCTION: V-B NON SPRINKLED
C. FLOOR AREA (S.F.): 550 S.F.

D. NUMBER OF STORIES: 1
E. TOTAL OCCUPANT LOAD: NA

STATE WATER RESOURCES CONTROL
BOARD W.D.I.D. IDENTIFICATION NO.:
5S31xxxxxxx

HOURS OF CONSTRUCTION

IN ACCORDANCE WITH THE CITY'S NOISE ORDINANCE, THE

HOURS OF PROJECT CONSTRUCTION SHALL BE LIMITED TO THE
FOLLOWING:
7:00 A.M. TO 7:00 P.M. (MONDAY THRU FRIDAY)
8:00 A.M. TO 8:00 P.M. (SATURDAY , SUNDAY & HOLIDAYS)

VICINITY MAP
N.T.S.

UTILITY REPRESENTATIVES

UTILITY COMPANY CONTACT PHONE
U.S.A. - - 1.800.642.2444
GAS PG&E JEANETTE JOHNSON 530.883.3147
ELECTRICITY ROSEVILLE ELECTRIC KEITH LITTS 916.580.9405 TELEPHONE ROSEVILLE TELEPHONE GEORGE DEMPSEY 916.786.4351

WATER CITY OF ROSEVILLE

ENVIRONMENTAL

UTILITIES
916.774.5750

SEWER CITY OF ROSEVILLE

ENVIRONMENTAL

UTILITIES
916.774.5750

DRAINAGE DEVELOPMENT SERVICES

ENGINEERING
ENGINEERING 916.774.5339
T.V. CABLE COMCAST KATHY DEAN 916.786.8443
FIRE CITY OF ROSEVILLE JORDAN PAUL 916.774.5800
PREPARED FOR:

TARA GEE

CITY OF ROSEVILLE - PARKS, RECREATION & LIBRARIES DEPARTMENT 316 VERNON STREET, SUITE 400 ROSEVILLE, CA 95678
916.774.5253
N.T.S.

REF: CFC APPENDIX CHAPTER 1 SECTION 105.4.2 & SECTION 105.4.7 AS AMENDED BY CITY OF ROSEVILLE.

SUPPLY, EXTINGUISHERS, STANDPIPES, DEBRIS,

MOTORIZED EQUIPMENT, HEATING DEVICES, SMOKING,

CUTTING AND WELDING, FLAME PRODUCING EQUIPMENT,

FLAMMABLE LIQUIDS, ASPHALT AND TAR KETTLES,

TEMPORARY WIRING, EMERGENCY TELEPHONE

MODIFICATION OF EXISTING SYSTEMS, EXITS, BURNING OF
ANY MATERIAL, AND FIRE WATCH. IT IS YOUR

RESPONSIBILITY TO BECOME FAMILIAR WITH THESE

REQUIREMENTS AND SEE THAT ALL PERSONS ON THE JOB
SITE COMPLY.

5. THE BURNING OF COMBUSTIBLE CONSTRUCTION MATERIAL
AND TRASH IS PROHIBITED.

6. A MINIMUM 3-FOOT CLEAR SPACE SHALL BE PROVIDED AND
MAINTAINED AROUND FIRE PROTECTION EQUIPMENT.

7. AT ALL FIRE HYDRANT LOCATIONS, A BLUE REFLECTIVE

PAVEMENT MARKER SHALL BE INSTALLED ONE FOOT OFF

PAVED CENTERLINE OR MEDIAN ON THE HYDRANT SIDE OF
THE ROADWAY.

8. IF SITE SURVEY OR EARTH MOVING WORK RESULTS IN THE

DISCOVERY OF HAZARDOUS MATERIALS IN CONTAINERS,

OR WHAT APPEARS TO BE HAZARDOUS WASTES RELEASED

INTO THE GROUND, THE CONTRACTOR OR APPLICANT

SHALL IMMEDIATELY REPORT THE FINDING TO THE
ROSEVILLE FIRE DEPARTMENT VIA PHONE AT (916)
774-5800. ALL SUSPECTED AREAS SHALL BE MARKED OFF

WITH APPROVED SIGNAGE OR CAUTION TAPE UNTIL SUCH

TIME THAT A REPRESENTATIVE FROM THE FIRE

DEPARTMENT DETERMINES WHETHER THE RELEASE IS

REPORTABLE OR NOT AND IF SITE REMEDIATION IS
REQUIRED.

10. THE REQUIRED MINIMUM FIRE FLOW FOR THE PROTECTION
OF THE PROPOSED PROJECT IS 1,500 GALLONS PER
MINUTE WITH 20 POUNDS PER SQUARE INCH RESIDUAL
WATER PRESSURE REMAINING IN THE SYSTEM.

11. FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE

CAPABLE OF PROVIDING THE REQUIRED FIRE FLOW PRIOR

TO ANY COMBUSTIBLE CONSTRUCT/ON OR ON-SITE
STORAGE OF COMBUSTIBLE MATERIALS.

12. ALL FIRE HYDRANTS SHALL BE "BAGGED" OR
OUT-OF-SERVICE UNTIL THE ABOVE FOUR (4) INSPECTIONS
ARE COMPLETED.

13. WATER SUPPLY CONTROL VALVES SHALL NOT BE CLOSED

BY THE CONTRACTOR UPON ACCEPTANCE OF THE

FIRE-FLOW TEST BY THE FIRE DEPARTMENT, UNLESS

ENVIRONMENTAL UTILITIES AND THE FIRE DEPARTMENT
ARE CONTACTED AND ADVISED OF THE CLOSURE.

14. TESTING OF ALL FIRE SYSTEMS SHALL BE PERFORMED

PRIOR TO THE SALES OFFICE CAN BE OPENED FOR
BUSINESS.

15. FRAMING CONSTRUCTION CANNOT COMMERCE UNTIL

ACCESS ROADS AND PUBLIC FIRE HYDRANTS ARE
APPROVED BY THE FIRE DEPARTMENT.

16. IF THIS PROJECT WILL BE PHASED, THE FIRE DEPARTMENT

REQUIREMENTS FOR ACCESS AND CIRCULATION

THROUGHOUT SHALL BE APPROVED BY THE CITY FOR
SUCH PROPOSAL. ACCESS ROAD SHALL COMPLY IN

ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE
CITY OF ROSEVILLE'S AMENDMENTS. A SEPARATE PHASING

PLAN SHALL BE REVIEWED AND APPROVED BY THIS
DEPARTMENT.

MS4 PERMIT INFORMATION
ANTICIPATED START DATE: FEBRUARY 2026
ANTICIPATED COMPLETION DATE: JULY 2026
PARCEL SIZE: 2.6 AC
ESTIMATED DISTRIBUTION OF SOIL: 2.6 AC
NEAREST CREEK: UNNAMED TRIBUTARY 10' NORTH

1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM

TO THESE PLANS AND THE LATEST EDITION AND

AMENDMENTS OF THE CITY OF ROSEVILLE DESIGN AND
CONSTRUCTION STANDARDS.

2. THE CITY OF ROSEVILLE IS A MEMBER OF THE
UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL
SYSTEM. THE CONTRACTORS SHALL NOTIFY THE U.S.A.

CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY
EXCAVATION WORK BY CALLING 1-800-227-2600.

3. THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL
AREAS TO BE EXCAVATED PRIOR TO CONTACTING U.S.A.

ANY AREAS NOT MARKED WILL NOT BE SUBJECT TO
U.S.A., AND THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE RESULTING FROM EXCAVATION.

4. THE CONTRACTOR SHALL EXPOSE AND VERIFY

LOCATIONS AND ELEVATIONS OF EXISTING

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF

THE NEW IMPROVEMENTS CONNECTING TO OR IN THE
VICINITY OF THE SAME.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROTECTION OF ALL EXISTING MONUMENTS AND OTHER
SURVEY MARKERS ON THE JOB SITE.

6. THE CONTRACTOR SHALL PLACE BOXED SURVEY
MONUMENTS WITH 1-1/2" BRONZE HEAD SET IN
CONCRETE (STD. DWG. ST-36) AT LOCATIONS SHOWN ON
THESE PLANS.

7. A.C. SURFACE SHALL BE CUT TO A NEAT, STRAIGHT LINE

PARALLEL WITH THE STREET CENTERLINE AND THE

EXPOSED EDGE SHALL BE TACKED WITH EMULSION
PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL

BE GRADED, RE-COMPACTED, AND RESEALED PRIOR TO
PAVING.

8. ANY EXISTING CONCRETE SURFACE TO BE REMOVED
SHALL BE SAW CUT TO A NEAT, STRAIGHT LINE.

9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL

PLAN THAT SHALL BE ACCEPTED BY THE ENGINEERING

DIVISION OF PUBLIC WORKS BEFORE START OF WORK IN

RIGHT-OF-WAY AND SHALL BE IN ACCORDANCE WITH
CALIFORNIA MUTCD LATEST EDITION. AT LEAST ONE

LANE IN EACH DIRECTION SHALL REMAIN OPEN TO
TRAFFIC UNLESS OTHERWISE SHOWN ON THE PLANS.

TRAFFIC CONTROL HOURS ARE SUBJECT TO LIMITATION
BY THE CITY. TRAFFIC CONTROL WITH LANE CLOSURES
THAT AFFECT TRAFFIC FLOW MAY REQUIRE NIGHT WORK.

IF, AS A PART OF TRAFFIC CONTROL MEASURES, A

ROADWAY CLOSURE HAS BEEN APPROVED, THE

CONTRACTOR SHALL NOTIFY DEVELOPMENT SERVICES
CONSTRUCTION INSPECTOR 72 HOURS IN ADVANCE OF
SETTING UP THIS CLOSURE.

10. CURB RAMPS CONFORMING TO ALL ADA AND TITLE 24

REQUIREMENTS SHALL BE PLACED AT ALL NEW
STANDARD CURB RETURNS (STANDARD DRAWING ST-27)
AND STANDARD TYPE A-7 DRIVEWAYS. WHERE EXISTING
RAMPS DO NOT MEET CURRENT ADA AND TITLE 24

REQUIREMENTS, THE RAMPS SHALL BE UPGRADED IN
CONFORMANCE WITH MINIMUM TITLE 24 REQUIREMENTS.

WHERE EXISTING RAMPS DO NOT INCLUDE DETECTABLE

WARNING PANELS (TRUNCATED DOMES), PANELS SHALL
BE RETROFITTED PER THE CONSTRUCTION STANDARDS.

11. DRAIN INLETS NOT WITHIN A PAVED AREA SHALL HAVE A
12" WIDE COLLAR OF 6" THICK P.C.C. OR 2" THICK A.C.

12. PRIOR TO THE CERTIFICATE OF COMPLETION ON ALL

SINGLE-FAMILY RESIDENTIAL SUBDIVISIONS, THE

DEVELOPER SHALL SUBMIT A LETTER FROM THE POST

OFFICE STATING THAT ITS REQUIREMENTS FOR MAILBOX
CLUSTER PADS HAVE BEEN SATISFIED.

13. ALL UNDERGROUND UTILITIES WITHIN EXISTING OR

PROPOSED CITY OF ROSEVILLE EASEMENTS SHALL
REQUIRE A MINIMUM OF 90% COMPACTION ON THE
TRENCH BACKFILL. COMPACTION OF BACKFILL BY

JETTING IS NOT PERMITTED IN CITY OF ROSEVILLE RIGHT

OF WAY AND EASEMENT AREAS OR WITHIN DEDICATED

RECLAIMED WATER, STORM, SEWER OR WATER
EASEMENTS AND MAINS.

14. THE CONTRACTOR SHALL CONDUCT A

PRE-CONSTRUCTION MEETING ONE-WEEK PRIOR TO
STARTING WORK. MEMBERS OF THE CITY OF ROSEVILLE

DEVELOPMENT SERVICES DEPARTMENT,

ENVIRONMENTAL UTILITIES DEPARTMENT AND ALL OTHER

UTILITY REPRESENTATIVES SHALL BE NOTIFIED BY THE

CONTRACTOR AS TO THE DATE AND LOCATION OF THE
MEETING.

15. PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR

DEEPER, THE CONTRACTOR SHALL SUBMIT TO THE

DEVELOPMENT SERVICES DEPARTMENT OR

ENVIRONMENTAL UTILITIES DEPARTMENT INSPECTOR A

COPY OF THE COMPANY'S ANNUAL CALOSHA TRENCHING

PERMIT AND A COPY OF THE COMPANY'S LETTER

INFORMING CALOSHA OF THE TIME THE TRENCHING IS
COMMENCING AND THE LOCATION OF THE WORK.

16. ALL PAINTED TRAFFIC STRIPES, ARROWS, AND PAVEMENT

MARKINGS SHALL BE CONSTRUCTED WITH

THERMOPLASTIC MATERIAL TO THE SPECIFICATIONS SET
FORTH IN CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST
EDITION. NON-REFLECTIVE PAVEMENT MARKERS SHALL

CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO
CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION.

17. THE DEVELOPERS CONTRACTOR SHALL TAKE EXTREME

CARE TO PROTECT EXISTING SITE AND ADJACENT
IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR

SHALL BE RESPONSIBLE TO REPAIR OR MAKE

REPLACEMENT OF ALL CRACKED AND OTHERWISE

PRE-EXISTING DAMAGED PUBLIC IMPROVEMENTS ALONG

THE FRONTAGE OF THE PROJECT SITE AND ANY DAMAGE

RESULTING FROM CONSTRUCTION TO CURRENT CITY
STANDARDS AND AT THEIR OWN EXPENSE. THE EXTENT

OF THE REPAIRS SHALL BE DETERMINED BY THE

DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR

AND SHALL BE COMPLETED PRIOR TO THE CITY
ACCEPTANCE OF THE IMPROVEMENTS.

18. WHERE COMBINATIONS OF SIDEWALK OR CURB AND

GUTTER ARE PLACED CONTIGUOUS TO EXISTING, ALL

ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL
BE DOWELED. ALL ABUTTING SIDEWALK ENDS SHALL BE

DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS

FOR FOUR THROUGH SIX-FOOT WIDE SIDEWALK AND
THREE DOWELS FOR WIDER SIDEWALK. ABUTTING CURB
AND GUTTER ENDS SHALL BE DOWELED TWICE, 18
INCHES APART AT GUTTER PAN MID-SECTION. DOWEL

CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO
BACK OF CURB SHALL BE THREE FEET ON CENTER. ALL
DOWELS SHALL BE 16 INCHES LONG, GRADE 60; #4 REBAR
PENETRATING FOUR INCHES. THE DOWEL HOLE SHALL
BE 5/8-INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE
FROM PERPENDICULAR. THE PENETRATING PORTION OF

THE DOWEL AND THE ENTIRE (CLEANED) VERTICAL

SURFACE OF THE ADJOINING, EXISTING CONCRETE

SHALL BE THOROUGHLY COATED WITH STATE STANDARD
TWO-PART EPOXY.
19 WHEN SAWCUTTING WITHIN THE STREET FOR

TRENCHING OR OTHER PURPOSES, CONTRACTOR SHALL
GRIND 1½” OF PAVEMENT BETWEEN THE LANE LINES
(FROM LANE STRIPE TO LANE STRIPE) UPON COMPLETION
OF THE SAWCUTTING AND OR TRENCHING WORK.

WHERE THE SAWCUTTING OCCURS BETWEEN THE CURB

AND GUTTER AND NEAREST LANE STRIPE (INCLUDING
BIKE LANES), THE SAME 1 ½” GRIND SHALL BE REQUIRED.

CONTRACTOR TO PLACE A PETROMAT FABRIC OR

APPROVED EQUAL BY THE CITY OF ROSEVILLE AND

OVERLAY FROM LANE STRIPE TO LANE STRIPE, OR CURB

TO LANE STRIPE AND RESTRIPE OR REPLACE ANY
DELINEATORS REMOVED DURING THE GRIND.

20. ALL PUBLICLY MAINTAINED STORM DRAIN ON PRIVATE
PROPERTY SHALL BE A MINIMUM OF 12 INCHES IN

DIAMETER AND SHALL BE RCP CL IV, UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.

21. FOR RESIDENTIAL SUBDIVISIONS, UNLESS OTHERWISE

APPROVED BY DEVELOPMENT SERVICES ENGINEERING,

THE FINAL GRADING OF THE PROJECT SITE SHALL BE

CONSTRUCTED TO ACCOMMODATE A MAXIMUM
DRIVEWAY SLOPE OF 14% FOR EACH RESIDENTIAL LOT,

AS MEASURED FROM THE BACK OF THE SIDEWALK TO
THE GARAGE (20-FT SET BACK). IT WILL REMAIN THE

RESPONSIBILITY OF THE BUILDERS/DEVELOPER TO

DESIGN A HOUSE THAT PROVIDES SUITABLE ACCESS TO
THE PARCEL.

22. THE CONTRACTOR SHALL PLACE FILTER FABRIC

BETWEEN THE INITIAL BEDDING AND BACKFILL AND THE

TRENCH BACKFILL FOR SANITARY SEWERS DEPTH
GREATER THAN 15 FEET MEASURED TO THE PIPE INVERT.

CONSULTANTS/SUB-CONSULTANTS
CIVIL ENGINEERING: TSD ENGINEERING

DANA MOORE
916.608.0707 x104
ELECTRICAL ENGINEERING: CAPITAL ENGINEERING

NATHAN HEARN
916.851.3568

SPECIAL INSPECTIONS
1704.3.3 - HIGH STRENGTH BOLTING PER REQUIREMENTS ON SHEET 4 OF SHADE STRUCTURE DRAWINGS.
1704.4 - CONCRETE CONSTRUCTION PER REQUIREMENTS ON SHEET 2.1 OF SHADE STRUCTURE DRAWINGS.

BLUE OAKS BLVD. FIDDYMENT BLVD. WESTBROOK BLVD.

SUNSET
BLVD.

PLEASANT GROVE BLVD. WALERGA RD.

BASELINE
RD. FOOTHILLS BLVD. WATT AVE. SOUTH BREWER RD. COUNTRY ACRES LN. SANTUCCI BLVD. PALLADAY RD.

FOR BUILDING DEPARTMENT REVIEW:

SITE ACCESSIBILITY: SA-1.0
SHADE STRUCTURE: LC-2.1
ELECTRICAL: E0.1, E0.2, E0.3, E1.0, E2.0 & E2.1

CITY OF ROSEVILLE DEVELOPMENT SERVICES DEPARTMENT

CITY ENGINEER DATE
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

WHISPER WIND WAY

LAKEHAVEN DRIVE
JM-2
LDR-63 SHIMMER FALLS DRIVE
JM-51
PARK
JM-2
LDR-63
JM-2
LDR-63
JM-83 OPEN SPACE
BENCKMARK DESCRIPTION: 3 1
4" BRASS DISC STAMPED 2018 PLS
8278, LOCATED AT THE NORTHEAST CORNER OF THE

INTERSECTION OF FIDDYMENT ROAD AND WESTLAKE DRIVE ON
THE TOP OF CURB AT NORTH CURB RETURN.

BENCHMARK
CITY B.M. 126 (Roseville)
ELEV. 120.15 (NGVD 88)

FOR COUNCIL APPROVAL ONLY

2 CV-2.0A

AS SHOWN
AM

CAL GREEN

DOCUMENTATION
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL

5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y
SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).

5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section

5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces.

2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details.

ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
N New

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.

5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

5.106.5.3.3 Use of automatic load management systems (ALMS).

ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section

5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.3.4 Accessible EVCS.

When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows:

5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces.
[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following:

1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE.

2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table

5.106.5.4.1

3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles.

4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table

5.106.5.4.1.

TABLE 5.106.5.3.1

TOTAL NUMBER OF ACTUAL

PARKING SPACES

NUMBER OF REQUIRED EV

CAPABLE SPACES

NUMBER OF EVCS (EV

CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6
151-200 35 9
201 AND OVER 20% of total¹ 25% of EV capable spaces¹

5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

5. Luminaires with less than 6,200 initial luminaire lumens.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3 Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is

0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.

Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/A Y N/A

1. Where there is insufficient electrical supply.

2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2.

5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table

5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided.

One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger.

The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY

5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line.

Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating.

5.106.8.2 Facing-Glare.

For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table

5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere.

Note: [N]

1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B.

3. Refer to the California Building Code for requirements for additions and alterations.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales.

2. Water collection and disposal systems.

3. French drains.

4. Water retention gardens.

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions:

1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

2. Designated and marked play areas of organized sport activity are not included in the total area calculation.

TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)

NUMBER OF

OFF-STREET

LOADING SPACES

ADDITIONAL

CAPACITY

REQUIRED (KVA)

FOR RACEWAY &

BUSWAY AND

TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G1 G2 G3 G4

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G1 G1 G2

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G1 G1

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G0 G1

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" Y
N/A
N/A
N/A
Y
Y
Y
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

FOR COUNCIL APPROVAL ONLY

3 CV-2.0B

AS SHOWN
AM

CAL GREEN

DOCUMENTATION

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.

SECTION 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 0 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.

Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.

ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.

ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O
3 /g ROC).

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

PSIG. Pounds per square inch, guage.

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.

Notes:

1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2.

2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter

2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO.

5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.

Y N/A
SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.

Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections

5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.

Informational Notes:

1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019

PRODUCT CLASS
[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
N/A
Y
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N/A
N/A
N/A
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CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

FOR COUNCIL APPROVAL ONLY

4 CV-2.0C

AS SHOWN
AM

CAL GREEN

DOCUMENTATION

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - CONT.

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:

CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.

4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.

Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.

All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
N/A
N/A
N/A
N/A
N/A
N/A

N/A N/A
N/A
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

FOR COUNCIL APPROVAL ONLY

16 8
172
172 PROPOSED ADA

PATH OF TRAVEL

ADA CLEAR

FLOOR SPACE

ADA CLEAR

FLOOR SPACE

PROPOSED ADA
PATH OF TRAVEL 5
SA-1.0
1"=20'-0"
AM

SITE ACCESSIBILITY
PLAN
Know what'sbelow.

Call before you dig. R
JM-2

LDR SHIMMER FALLS DRIVE

LIMIT OF WORK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026 LIMIT OF WORK
JM-83

OPEN SPACE

FUTURE BIKE TRAIL
CITY OF ROSEVILLE ACCESSIBILITY NOTES:

1. ACCESSIBLE PATHS OF TRAVEL SHALL HAVE WALKING SURFACES NOT STEEPER THAN 1:20 AND THE CROSS SLOPES OF THESE SURFACES SHALL NOT EXCEED 1:48. REFERENCE CBC SEC. 11B-403.3.

2. SIDEWALKS SHALL BE A MINIMUM OF 48 INCHES WIDE.  REFERENCE CBC SEC. 11B-403.5.

LAKEHAVEN DRIVE

FOR COUNCIL APPROVAL ONLY

16 8
172
172
ADD ALTERNATE #4
ADD ALTERNATE #1
ADD ALTERNATE #2
ADD ALTERNATE #5
ADD ALTERNATE #3 6
SW-1.0
1"=20'-0"
AM

SCOPE OF WORK
PLAN
Know what'sbelow.

Call before you dig. R
JM-2
LDR
LEGEND:

CURRENT PHASE LIMIT OF WORK

ADD ALTERNATE LIMIT OF WORK
SEEDED TURF AREA W/CONCRETE MOWSTRIP.

BASE BID: HYDROSEED & TREE PLANTINGS.

SODDED TURF AREA (IN LEIU OF SEED)
W/CONCRETE MOWSTRIP.

BASE BID: HYDROSEED & TREE PLANTINGS.
(NOTE: AWARD OF ALT. #2 IS CONTINGENT ON
AWARD OF ALT. #1.)
SODDED TURF AREA .

BASE BID: SEEDED TURF.

HALF-COURT BASKETBALL & BENCHES.

BASE BID: HYDROSEED & TREE PLANTINGS.

CONCRETE NATURE TRAIL.

BASE BID: DIRT TRAIL CUT IN AFTER HYDROSEED
ESTABLISHMENT.

PROPOSED TURF

PROPOSED SHRUB AND GROUNDCOVER & BARK
MULCH

PROPOSED DIRT NATURE TRAIL

PROPOSED PEDESTRIAN LOAD CONCRETE

PROPOSED ENGINEERED WOOD FIBAR

PROPOSED HYDROSEED & TREES

PROPOSED BARK MULCH ONLY AREAS
ADD ALTERNATE #1:

ADD ALTERNATE #2:

ADD ALTERNATE #3:

LAKEHAVEN DRIVE SHIMMER FALLS DRIVE

LIMIT OF WORK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026 LIMIT OF WORK
JM-83

OPEN SPACE

FUTURE BIKE TRAIL
ADD ALTERNATE #4:

ADD ALTERNATE #5:

FOR COUNCIL APPROVAL ONLY

CONSTRUCTION KEYNOTES

CODE DESCRIPTION DETAIL
1 - GENERAL KEYNOTES
EXISTING STREET LIGHT. VERIFY IN FIELD. PROTECT IN PLACE. -- EXISTING RECYCLED WATER POINT OF CONNECTION FOR IRRIGATION SERVICE.

VERIFY LOCATION IN FIELD. -- 2 - SITE KEYNOTES
PROPOSED SEEDED TURF AREA. SEE PLANTING PLANS. -- PROPOSED PLANTING AREA. SEE PLANTING PLANS. -- PROPOSED HYDROSEED AREA. SEE PLANTING PLANS. -- PROVIDE BARK MULCH BUFFER PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE PLANTING PLANS. -- PROVIDE DIRT NATURE TRAIL PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS.

NOTE: FINAL NATURE TRAIL ALIGNMENT TO BE CONFIRMED IN THE FIELD. -- PROVIDE ENGINEERED WOOD FIBAR AT PLAY AREA PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. -- PROVIDE PARK SIGN PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. G/LC-2.0 PROVIDE RECYCLED WATER SIGN. TYPICAL OF 4. I/LC-2.0
PROVIDE POST & CABLE FENCE PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS. I/LC-2.0 3 - CONCRETE KEY NOTES

PROVIDE PEDESTRIAN LOAD CONCRETE WALKS WITHIN PARK INTERIOR PER THE CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

A & B/LC-2.0

PROVIDE CONCRETE PLAY AREA ACCESS WALK INTO PLAY AREAS PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

E/LC-2.0

PROVIDE CONCRETE PLAY AREA CURB PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS.

D/LC-2.0

SITE FURNISHINGS
PROVIDE 4' SQUARE PICNIC TABLE PER MANUFACTURER SPECIFICATIONS AND CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF (1) STANDARD TABLES (4-SEATS) & (1) ADA TABLES (3-SEATS).

MANUFACTURER: MY-T-COAT
MODEL: TSQ46-B-13-000 & TSQ46-B-15-013 (ADA) (PUNCHED STEEL - SURFACE MNT) COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
F/LC-2.0
PROVIDE 6` BENCH PER MANUFACTURER SPECIFICATIONS AND CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF 4.

MANUFACTURER: MY-T-COAT
MODEL: BRT06-B-19-000 (6' BENCH W/BACK - PUNCHED STEEL - SURFACE MOUNT) COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
F/LC-2.0

PROVIDE TRASH RECEPTACLE PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF 1.

MANUFACTURER: MY-T-COAT
MODEL: RDW32-H-02-000 (DOWNTOWN W/SIDE OPENING, FLATTOP, SLATTED STEEL, INDUSTRY STANDARD COATING W/32-GALLON BONNET TOP LID, SURFACE MOUNT) COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
--

PROVIDE DRINKING FOUNTAIN WITH BOTTLE FILLER AND RECESSED HOSE BIBB PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. SEE DETAIL.

MANUFACTURER: MOST DEPENDABLE FOUNTAINS
MODEL: 10145 SMFA (FRONT APPROACH)
COLOR: AS SELECTED BY CITY
WATER & SEWER CONNECTION: SEE CIVIL PLANS, THIS SET.

H/LC-2.0

PROVIDE BASKETBALL GOAL PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS (SEE ADD ALTERNATE #2). TYPICAL OF 1.

MANUFACTURER: PATTERSON WILLIAMS
MODEL: 1513-26-44 W/#29 BACKBOARD PERIMETER
CONTACT: SHANA FRIESEN W/MIRACLE PLAY SYSTEMS @ 510.514.5212 -- PROVIDE 2-12 PLAYGROUND ASSEMBLY PER MANUFACTURER`S SPECIFICATIONS.

MANUFACTURER: LITTLE TIKES
MODEL: CUSTOM (OPTION #1)
COLOR: AS SELECTED BY CITY
CONTACT: GLEN WURSTER W/ALL ABOUT PLAY @ 916.923.2180
NOTE: CONTRACTOR TO PROVIDE CITY PLAYGROUND RULES SIGN PER CITY OF

ROSEVILLE PARKS CONSTRUCTION STANDARDS AND MANUFACTURER PLAYGROUND RULES SIGN. SEE PLAN FOR LOCATION.
--
PROVIDE PREFABRICATED SHADE STRUCTURE. TYPICAL OF 1.

MANUFACTURER: POLIGON
MODEL: RAM 16X34
FRAME & ROOF COLOR: AS SELECTED BY CITY
CONTACT: DAN BAXTER W/MIRACLE PLAY SYSTEMS @ 916.413.2120 A/LC-2.1

PROVIDE SECURITY LIGHT PER CITY OF ROSEVILLE PARKS CONSTRUCTION STANDARDS. TYPICAL OF 1. SEE ELECTRICAL SHEETS.

L/LC-2.0
1-01
1-02
2-01
2-02
2-03
2-04
2-05
2-06
2-07
2-08
2-09
3-01
3-02
3-03
S-101
S-102
S-103
S-104
S-105
S-106
S-107
S-108
ADD ALTERNATE KEYNOTES: SEE SCOPE OF WORK PLAN (SW-1.0) ADD ALTERNATE #1: PROVIDE SEEDED TURF AREA WITH 12" CONCRETE MOWSTRIP PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS. SEE PLANTING PLANS.

C/LC-2.0
ADD ALTERNATE #2: PROVIDE SODDED TURF AREA (IN LIEU OF SEED) WITH 12" CONCRETE MOWSTRIP PER CITY PARKS CONST. STDS. SEE PLANTING PLANS.

C/LC-2.0
ADD ALTERNATE #3: PROVIDE SODDED TURF PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS. SEE PLANTING PLANS. -- ADD ALTERNATE #4: PROVIDE CONCRETE HALF-BASKETBALL COURT & BENCHES PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS. SEE KEYNOTE S-102 & S-105.

J/LC-2.0
ADD ALTERNATE #5: PROVIDE CONCRETE NATURE TRAIL PER CITY OF ROSEVILLE PARKS CONSTRUCTION STDS.

A/LC-2.0
A-01
A-02
A-03
A-04
A-05 16
8 172
172

CLEAR VISION

TRIANGLE
25'
75'
FUTURE CONNECTION TO BIKE TRAIL.

LEAVE OPENING IN POST & CABLE FENCE.
1-01
1-01
1-02
2-02
2-07
3-01
2-02
2-02
A-01
2-02
S-103
S-101

ADA SPACE

ADA SPACE

ADA SPACE
S-102
S-102
S-102
A-04
S-102
A-04
S-105
A-04 A-04
A-05
S-106
S-108
2-03
2-04
2-04
2-04
2-05
2-06
2-08
2-08
3-01
3-01
3-01
3-02
3-03
2-09
S-104

ADA SPACE
S-108
S-107
2-04
A-02
2-01
A-03
2-03

CITY PLAYGROUND RULES
SIGN. SEE KEYNOTE S-106.
2-08

MANUFACTURER PLAYGROUND
RULES SIGN. SEE KEYNOTE S-106.
7 LC-1.0
1"=20'-0"
AM

LANDSCAPE

CONSTRUCTION

PLAN & KEYNOTES
Know what'sbelow.

Call before you dig.

R
JM-2

LDR SHIMMER FALLS DRIVE

LIMIT OF WORK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

LIMIT OF WORK
JM-83

OPEN SPACE

FUTURE BIKE TRAIL

LAKEHAVEN DRIVE

FOR COUNCIL APPROVAL ONLY

8 LC-2.0
1"=20'-0"
AM

LANDSCAPE

CONSTRUCTION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

CONCRETE PAVING A
NOT TO SCALE PR-25027-38

CONCRETE JOINTS B
NOT TO SCALE PR-25026-32
CONCRETE MOWBAND C NOT TO SCALE PR-25027-27PLAY AREA CONCRETE CURB D NOT TO SCALE PR-25027-45

PLAY AREA ACCESS RAMP 'A' E
NOT TO SCALE PR-25027-44

PICNIC TABLE & BENCH INSTALLATION HEIGHTS
NOT TO SCALE PR-25027-24 F
PARK IDENTIFICATION SIGN G NOT TO SCALE PR-25027-22DRINKING FOUNTAIN H NOT TO SCALE PR-25027-21

RECYCLED WATER SIGN K
NOT TO SCALE PR-25027-12

POST & CABLE FENCE
NOT TO SCALE PR-25026-21 I BASKETBALL HALF-COURT LAYOUTNOT TO SCALE PR-25026-55 J

SECURITY LIGHT WITH CONCRETE COLLAR
NOT TO SCALE PR-25027-26 L

FOR COUNCIL APPROVAL ONLY

GENERAL:
2022 CALIFORNIA BUILDING CODE RISK CATEGORY: IIDEAD LOAD: ROOF DEAD LOAD: 2 PSF FRAME DEAD LOAD: SELF WEIGHTLIVE LOAD: ROOF LIVE LOAD: 20 PSFSNOW DESIGN DATA: GROUND SNOW LOAD (Pg): 0 PSF FLAT ROOF SNOW LOAD (Pf): 0 PSF SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.2 ROOF SLOPE FACTOR (Cs): 1.0 DRIFT SURCHARGE LOAD (Pd): 0 PSF WIDTH OF SNOW DRIFT (w): 0 FT MINIMUM HORIZONTAL SEPARATION DISTANCE (s): 20 FTWIND DESIGN DATA: BASIC WIND SPEED (V): 95 MPH ALLOWABLE STRESS DESIGN WIND SPEED (Vasd): 74 MPH GUST EFFECT FACTOR (G): 0.85 INTERNAL PRESSURE COEFFICIENT (GCpi): 0 WIND EXPOSURE: CSEISMIC DESIGN DATA: STEEL ORDINARY CANTILEVER COLUMN SYSTEMS SEISMIC IMPORTANCE FACTOR (Ie): 1.0 SEISMIC DESIGN CATEGORY: D SEISMIC SITE CLASS: D DEFAULT SHORT SPECTRAL RESPONSE (Ss): 0.44 1-SEC SPECTRAL RESPONSE (S1): 0.22 DESIGN SHORT SPECTRAL RESPONSE (SDS): 0.42 DESIGN 1-SEC SPECTRAL RESPONSE (SD1): 0.48 SEISMIC RESPONSE COEFFICIENT (Cs): 0.34 RESPONSE MODIFICATION COEFFICIENT (R): 1.25 EQUIVALENT LATERAL FORCE PROCEDURE SEE CALCULATIONS FOR ADDITIONAL DATAADDITIONAL CRITERIA: NONE R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
AISC APPROVED FABRICATOR C-00026910
SEE SHEET 2.1ASTM DESIGNATION
A500 (GRADE C)A53 (GRADE B)A519A1003 (GRADE 50)A36A653
ANCHOR BOLTSMATERIALS:

DESCRIPTION TUBE STEELSCHEDULE PIPERMT PIPELIGHT GAGE COLD FORMEDSTRUCTURAL STEEL PLATEROOF PANELS (STEEL) AWS CERTIFIED WELDING FABRICATOR #240707FGENERAL NOTES:

1. PORTER CORP IS RESPONSIBLE ONLY FOR THE STRUCTURAL DESIGN OF THE STEEL STRUCTURE (AND FOUNDATION DESIGN IF APPLICABLE) IT SELLS TO THE BUILDER. PORTER CORP OR THEIR ENGINEER IS NOT THE DESIGN PROFESSIONAL OR ENGINEER OF RECORD FOR THE CONSTRUCTION PROJECT. PORTER CORP IS NOT RESPONSIBLE FOR THE DESIGN OF ANY COMPONENTS OR MATERIALS NOT SOLD BY IT OR THEIR INTERFACE AND CONNECTION WITH THE STEEL STRUCTURE.

2. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT IS SHOWN ON THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO BE ATTACHED TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED.

3. THE ENGINEERING SEAL FOR THE STRUCTURE DETAILED IN THESE DRAWINGS IS ONLY VALID IF PORTER CORP DESIGNS AND FABRICATES THE STEEL COMPONENTS. FABRICATING THE STEEL COMPONENTS ELSEWHERE VOIDS THE ENGINEERING PROVIDED BY PORTER CORP.

4. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20' SEPARATION BETWEEN ANY ADJACENT STRUCTURE WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE HEIGHT OF THIS STRUCTURE (SEE SNOW DESIGN DATA). IF THAT SEPARATION DOES NOT EXIST AND THE GROUND SNOW LOAD (PG) IS GREATER THAN 0 PSF, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED.

5. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL REFERENCED IN THE GOVERNING BUILDING CODE.

6. ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS AND CONFORMS TO AWS D1.1 OR D1.3 AS REQUIRED.

7. PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING BILL OF MATERIALS AND FINAL INSTALLATION INSTRUCTIONS INCLUDED WITH THE STRUCTURE FOR POSSIBLE SUBSTITUTIONS AND IMPROVEMENTS.

8. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE PRIMARY FRAME INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM FIVE (5) YEARS DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT.

9. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BRACING, SHORING, LAYDOWN AND PROTECTION OF CONSTRUCTION MATERIALS, ETC. TEMPORARY SHORING AND BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT ELECTRIC WIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE THE BUILDING IS ERECTED.

11. MAKING HOLES, CUTS OR MODIFICATIONS TO THE STRUCTURAL STEEL MEMBERS IS NOT PERMITTED IN THE FIELD WITHOUT SPECIFIC APPROVAL OF POLIGON.

CERTIFICATES:

MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY NO. 25-0730.11PCI (POWDER COATING INSTITUTE) 4000 CERTIFIEDFABRICATOR APPROVALS:CITY OF PHOENIX, AZ APPROVED FABRICATOR #C08-2010CITY OF LOS ANGELES, CA APPROVED FABRICATOR #FB01596CITY OF RIVERSIDE, CA APPROVED FABRICATOR #SF_000042CITY OF HOUSTON, TX APPROVED FABRICATOR #470CLARK COUNTY, NV APPROVED FABRICATOR #264STATE OF UTAH APPROVED FABRICATOR 02008-14 R
A Division of PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 (616) 888-3500

SHEET NUMBER DRAWING DESCRIPTION

CS COVER SHEET
1 ARCHITECTURAL ELEVATIONS
2-2.1 ANCHOR AND FOOTING LAYOUT / DETAILS
3 STRUCTURAL FRAMING PLAN
4-4.1 FRAME CONNECTION DETAILS
5 ELECTRICAL VIEWS - N/A
6-6.2 ROOF LAYOUT7-7.2 ROOF CONNECTION DETAILS
rachel.walters
SHEET
CS
PROJECT:

PROJECT LOCATION:

COVER SHEET
CAD MODEL: DRAWING:

JM -52 PARK

ROSEVILLE, CA
PROJECT NAME:

PROJECT LOCATION:

DRAWING LIST:

BUILDING TYPE:ROOF TYPE:

JM -52 PARK

MULTI-RIB
RAM 16X34
84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:75
11/25/2025
_P23083
PRINT DATE:

REV LEVEL:

ORDER NUMBER: 84619
SCALE:

DRAWN BY:

PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE.

ROSEVILLE, CA
MANUFACTURER NOTES:

DESIGN CRITERIA:

BUILDING NUMBER: P23083
2025D

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY ChristopherEvans2025.11.3020:36:51-05'00'
JM-51 PARK
JM-51 PARK
9 OF 40

FOR COUNCIL APPROVAL ONLY

R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
10'-6 5/8"
REF
6"
7'-6"
CLEAR
6"
SHEET
1 PROJECT:

PROJECT LOCATION:

ARCHITECTURAL ELEVATIONS
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:65
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters

FINISH GRADE(ASSUMED AT CONSTANT

ELEVATION UNLESS OTHERWISE NOTED)

FINISH GRADE(ASSUMED AT CONSTANTELEVATION UNLESS OTHERWISE NOTED) 34'- 3/16"
REF
16'- 3/16"
REF
ChristopherEvans2025.11.3020:37:18-05'00'
JM-51 PARK
10 OF 40

FOR COUNCIL APPROVAL ONLY

R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
1 ANCHOR BOLT PATTERN2 BASE PLATE THICKNESS: 3/4"
SHEET 2
1 12'-0"
30'-0"

45.00°
TYP
32'-3 3/4"
REF

90.00°
TYP
SHEET
2 PROJECT:

PROJECT LOCATION:

ANCHOR AND FOOTING LAYOUT
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:48
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE.

ANCHOR AND FOOTING LAYOUT NOTES:

1. ANCHORS MUST BE CENTERED IN

FOOTINGS

2. FOOTINGS MUST BE TURNED TO ALIGN
WITH COLUMN AND TRUSS CENTERLINE.
rachel.walters
1'-0"
1'-1"
1'-4"
6 1/2"
1 1/4" THRU

ELECTRICAL ACCESS HOLE
4X 1" THRU

ANCHOR BOLT HOLE
4 1/2"
9"
ChristopherEvans2025.11.3020:37:24-05'00'
JM-51 PARK
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FOR COUNCIL APPROVAL ONLY

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1. FOUNDATIONS SHALL BEAR ON COMPETENT, UNDISTURBED SOIL OR 95% COMPACTED FILL.

IF SIGNS OF ORGANIC MATERIAL, UNCONTROLLED FILL, CLAY OR SILT, HIGH WATER TABLE OR OTHER POSSIBLE DETRIMENTAL CONDITIONS ARE FOUND, CONSTRUCTION OF THE FOUNDATIONS MUST BE STOPPED AND A GEOTECHNICAL ENGINEER BE CONTACTED.

THE FOUNDATION DESIGN SHOWN ON THESE DRAWINGS IS NOT SITE SPECIFIC, BUT BASED ON THE PRESUMPTIVE ALLOWABLE FOUNDATION PRESSURES IN CHAPTER 18 OF THE BUILDING CODE (CLASS 5 SOIL). THE BUILDING OFFICIAL IN THE JURISDICTION IN WHICH THIS STRUCTURE IS LOCATED MAY REQUIRE A SITE SPECIFIC GEOTECHNICAL REPORT OR LETTER FROM A QUALIFIED LOCAL PROFESSIONAL ENGINEER ATTESTING TO WHETHER THE ACTUAL SITE CONDITIONS MEET THE ASSUMPTIONS IDENTIFIED ABOVE.

FOUNDATION NOTES:

2. NO FOUNDATIONS SHALL BE PLACED INTO OR ADJACENT TO SUBGRADE CONTAINING WATER, ICE, FROST, ORGANIC OR LOOSE MATERIAL.

3. WATER SHALL NOT BE PERMITTED TO ACCUMULATE IN FOUNDATION EXCAVATIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCAL FROST DEPTH REQUIREMENT PRIOR TO CONSTRUCTION.

5. IF FOUNDATIONS SHOWN DO NOT MEET LOCAL FROST DEPTH REQUIREMENTS, EXTEND THE DRILLED PIER FOUNDATION AS REQUIRED, EXTENDING THE VERTICAL BARS AND PROVIDING ADDITIONAL TIES TO MEET SPACING REQUIREMENTS AS SHOWN. IF FROST DEPTH REQUIREMENTS ARE NOT MET, AND NO DRILLED PIER DESIGN IS PROVIDED, CONTACT POLIGON.

6. ALLOWABLE SOIL PRESSURES (AS APPLICABLE):
(TYPICAL WITH EACH COLUMN, QTY OF REINFORCING AND ANCHOR BOLTS ENSURE 3" CLEAR DISTANCE BETWEENEDGE OF REINFORCING AND EDGE OFCONCRETE FOOTING (TOP, SIDE, AND BOTTOM)

MINIMUM
SEE SHEET 1

COLUMN(LOCATED AT CENTER OF FOOTING)

FINISHED GRADE(ASSUMED AT CONSTANT ELEVATIONUNLESS OTHERWISE NOTED)

TOP OF CONCRETE FOOTING

PIER FOOTING OPTION (EXTERNAL ANCHOR BOLTS)
2 TIES IN THE TOP 5"
(4) PLACES

EXPOSED FROM TOP

OF FOOTING)

ANCHOR BOLT
(4) PLACES

EMBEDMENT FROM TOP

OF FOOTING TO TOP OF

HEAD/THREADED NUT)

NON-SHRINK GROUT UNDER
Ø

OPTIONAL SLAB &EXPANSION MATERIALNOT BY MANUFACTURER

EXPANSION MATERIAL ON ALL SIDES OF COLUMN
FOOTING DESIGN BY MANUFACTURER, FOOTING MATERIALS BY OTHERS.

SPECIFIED IN NOTES REFLECT SITE SPECIFIC REQUIREMENTS)
7'-0" (12) #7 VERTICAL BARS (EQ. SPACED)
#4 HORIZONTAL TIES AT 5.25" O.C. WITH
(2) 3/4" NUT
(2) 3/4" WASHER
(ENSURE 3.375
3/4" X 15.75" LONG
(11" EFFECTIVE BASEPLATE (1-1/2" MAXIMUM)
+3/8"
-3/4"
3'-6"
(TYPICAL WITH EACH COLUMN, QTY OF REINFORCING AND ANCHOR BOLTS ENSURE 3" CLEAR DISTANCE BETWEENEDGE OF REINFORCING AND EDGE OFCONCRETE FOOTING (TOP, SIDE, AND BOTTOM) SEE SHEET 1

COLUMN(LOCATED AT CENTER OF FOOTING)

FINISHED GRADE(ASSUMED AT CONSTANT ELEVATIONUNLESS OTHERWISE NOTED)

TOP OF CONCRETE FOOTING

PAD FOOTING OPTION (EXTERNAL ANCHOR BOLTS)

EACH WAY, TOP & BOTTOM
(4) PLACES

EXPOSED FROM TOP

OF FOOTING)
ANCHOR BOLT (4) PLACES

NON-SHRINK GROUT UNDER

OPTIONAL SLAB &EXPANSION MATERIAL

NOT BY MANUFACTURER

EXPANSION MATERIAL ON ALL SIDES OF COLUMN
SQUARE

FROM TOP OF FOOTING TO

TOP OF HEAD/THREADED NUT)
FOOTING DESIGN BY MANUFACTURER, FOOTING MATERIALS BY OTHERS.

SPECIFIED IN NOTES REFLECT SITE SPECIFIC REQUIREMENTS)
1'-6"
5'-0"
(5) #6 HORIZONTAL BARS (EQ. SPACED)
(2) 3/4" NUT
(2) 3/4" WASHER
(ENSURE 3.375
3/4" X 15.75" LONG
11" EFFCTIVE EMBEDMENT
BASEPLATE (1-1/2" MAXIMUM)
+3/8"
-3/4"
ANCHOR RODS TO BE ASTM F1554 GRADE 55 TYPE S1 WITH "UNC" CLASS 2A THREADS, HEAVY HEX NUTS AND STANDARD CUT WASHERS, CONCRETE NOTES:

1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT “ACI MANUAL OF CONCRETE PRACTICE”.

2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE II OR TYPE V.3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONCRETE MIX DESIGN MEETS THE "ACI MANUAL OF CONCRETE PRACTICE" REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS.

4. THE USE OF CHLORIDE ACCELERATORS IS NOT PERMITTED.

5. COARSE AGGREGATE SHALL BE #57 OR LARGER.6. CONCRETE AT PLACEMENT SHALL HAVE A SLUMP OF 4" +/- 1".

7. MINIMUM CONCRETE COMPRESSIVE STRENTGH AT 28 DAYS: 4500 PSI.8. REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A615 (DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A305) AS FOLLOWS:GRADE 60: #4 BARS AND LARGERGRADE 40: #3 BARS

9. PRIOR TO PLACING OF CONCRETE, REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE WELL SECURED IN POSITION.

10. MAINTAIN 3" CONCRETE COVERAGE TO FACE OF BARS UNLESS OTHERWISE NOTED.

11. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. BENDS SHALL BE MADE COLD.12. WELDING OF REINFORCEMENT IS NOT ALLOWED.

SHEET

2.1 PROJECT:

PROJECT LOCATION:

ANCHOR AND FOOTING DETAILS
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:12
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
ANCHOR BOLT NOTES - EXTERNAL (ANCHOR BOLTS LOCATED OUTSIDE COLUMN):

1. UNLESS
OTHERWISE NOTED.

2. ANCHOR BOLTS SHALL BE EITHER "HEADED" OR "THREADED WITH NUT" AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL.

3. HOOKED ANCHOR BOLTS ARE NOT ACCEPTABLE.4. ACCURATE ANCHOR BOLT PLACEMENT IS CRITICAL. TO ENSURE THE ANCHOR BOLT LAYOUT MEETS THE DIMENSIONS REQUIRED ON THE DRAWINGS, SURVEY (OR MEASURE) THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO POURING THE FOOTINGS. AN ADDITIONAL SURVEY (OR MEASUREMENT) SHOULD BE MADE AFTER THE FOOTINGS ARE POURED TO CONFIRM THE ANCHOR BOLTS DID NOT SHIFT DURING THE CONCRETE POUR.

5. THE MANUFACTURER STRONGLY RECOMMENDS USING ANCHOR BOLT TEMPLATES BECAUSE THEY SIGNIFICANTLY IMPROVE THE ACCURACY OF ANCHOR BOLT PLACEMENT. AN ANCHOR BOLT TEMPLATE IS PROVIDED WITH ANY ANCHOR BOLT KIT PURCHASED.

6. IF OUTSIDE CONSULTING ENGINEERS ARE DESIGNING THE FOUNDATIONS FOR THIS STRUCTURE, THEY MUST REFER TO THE MANUFACTURER'S CALCULATIONS FOR MINIMUM CONCRETE PROPERTIES (COMPRESSIVE STRENGTH, EDGE DISTANCE, ETC.) REQUIRED FOR THE ANCHOR BOLT DESIGN.

7. ELECTRICAL ACCESS HOLE IS ALWAYS LOCATED IN THE COLUMN BASE PLATE AS SHOWN. TEMPLATE MUST BE REMOVED BEFORE INSTALLING COLUMNS.8. GROUT UNDER BASEPLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH MINIMUM f'c=6500 PSI.

9. THE CALCULATIONS FOR THIS STRUCTURE ASSUME A FIXED COLUMN BASE.

THE FOLLOWING ADHESIVE ANCHORS MAY BE SUBSTITUTED FOR THE CAST-IN-PLACE ANCHOR BOLTS:-HILTI HIT-HY 200 (A OR R) V3 ADHESIVE WITH Ø 3/4" HAS-E ROD WITH 11" EFFECTIVE EMBEDMENT.CONTRACTOR SHALL FOLLOW ALL INSTALLATION SPECIFICATIONS AND REQUIREMENTS OF ANCHOR MANUFACTURER.

10. 13. ALL EXPOSED EXTERNAL CORNER OF FOUNDATIONS TO BE CHAMFERED BY 3/4" BY 45 DEGREES UNLESS NOTED OTHERWISE.

14. ALL NEW CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OF REMOVING FORMWORK. CURING SHALL BE EITHER A MOIST CURE METHOD OR THE USE OF A CURING COMPOUND.

SPREAD PAD
VERTICAL BEARING 1500 PSF
LATERAL COHESION 130 PSF

DRILLED PIER
VERTICAL BEARING 1500 PSF
LATERAL BEARING 100 PSF/FT
ChristopherEvans2025.11.3020:37:30-05'00'
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FOR COUNCIL APPROVAL ONLY

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SHEET 4.1
P-100
SHEET 4.1
G-100
6"
10'-4 13/16"
7'-6"
CLEAR
6"
SHEET 4
K-100
SHEET 4
T-100
SHEET
3 PROJECT:

PROJECT LOCATION:

STRUCTURAL FRAMING PLAN
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:64
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
1 3
7 4
6 2
5 FINISH GRADE(ASSUMED AT CONSTANTELEVATION UNLESS OTHERWISE NOTED)

FINISH GRADE(ASSUMED AT CONSTANTELEVATION UNLESS OTHERWISE NOTED) ITEM QTY. PART NO. DESCRIPTION MATERIAL SIZE WEIGHT
7 1 - RIDGE BEAM ASM HSS6"X4"X3/16" 261.11
6 2 - SIDE PURLIN 1 ASM HSS6"X4"X3/16" 290.22
5 2 - END PURLIN 1 ASM HSS6"X4"X3/16" 76.04
4 4 - TRUSS 1 ASM HSS8"X4"X3/16" 121.18
3 2 - SIDE TENSION MEMBER 1 ASM HSS8"X6"X3/16" 517.19
2 2 - END TENSION MEMBER 1 ASM HSS8"X6"X3/16" 211.701 4 - COLUMN 1 ASM HSS10"X6"X3/16" 240.41 ChristopherEvans2025.11.3020:37:36-05'00'
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120.00°+- 30° 30°
STEP TWO:

AFTER SNUG TIGHT,

MATCH MARK PLATE
TO MEET AISC REQUIREMENTS.

TURN-OF-NUT PRETENSIONING METHOD:

THESE STEPS ILLUSTRATE THE

REQUIREMENTS OUTLINED IN THE AISC
SPECIFICATION. THE ROTATION

INDICATED IS ACCURATE FOR MOST

BOLT DIAMETERS AND LENGTHS BUT IT IS

THE RESPONSIBILITY OF THE INSTALLER

THEN TURN BOLT/NUT PAST
SNUG TIGHT 1/3 TURN
STEP ONE:

COLUMN CONNECTIONS K-100
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COMPRESSION MEMBER CONNECTION
(1P2903) (1) PER CLEATNOTE:COVER PLATEATTACHED WITH POP RIVETSAT BOTTOM OF CONNECTION T-100

10. TEMPORARY SHORING OR BRACING SHALL BE USED TO COMPACT THE JOINTS UNTIL THE CONNECTED PLIES ARE IN FIRM CONTACT PRIOR TO PRETENSIONING.

SHEET
4 PROJECT:

PROJECT LOCATION:

FRAME CONNECTION DETAILS
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:4
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
NOTE:SEE UC-100 FOR U-CLIP INSTALLATION
CONNECTION NOTES:

1. ALL BOLTS SHOWN ON THESE DRAWINGS ARE ASTM F3125 (A325 TYPE 1) HIGH STRENGTH BOLTS (UNO) AND SHALL BE HOT DIPPED GALVANIZED PER ASTM F2329.

2. HIGH STRENGTH NUTS SHALL CONFORM TO ASTM A563 AND SHALL BE GALVANIZED PER ASTM F2329.

3. HIGH STRENGTH WASHERS SHALL CONFORM TO ASTM F436 AND SHALL BE GALVANIZED PER ASTM F2329.

4. UNLESS A SNUG-TIGHT JOINT IS PERMITTED IN THE CONNECTION DETAIL, ALL BOLTS ARE TO BE INSTALLED BY ONE OF THE FOLLOWING PRETENSIONING METHODS AS SPECIFIED IN THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS", SECTION 8:A. TURN-OF-NUT PRETENSIONING

5. THE SNUG-TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT.

6. ANCHOR BOLTS NEED NOT BE TIGHTENED PAST SNUG-TIGHT.

7. WHEN INSTALLING BOLTS REFER TO SECTIONS 8.1 AND 8.2 OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" FOR GUIDANCE.

8. LOCAL JURISDICTIONS MAY REQUIRE AN INSPECTOR TO BE PRESENT TO WITNESS HARDWARE INSTALLATION AND INDEPENDENT TESTING. INSPECTION REQUIREMENTS SHOULD BE VERIFIED BY INSTALLER PRIOR TO STEEL ERECTION.

9. ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMNS TO BE PLUMB SQUARE AND TIGHTENED TO THE TRUSSES AND/OR TENSION MEMBERS BEFORE INSTALLING THE PURLINS. PURLINS, IF REQUIRED, MUST BE AS SHOWN IN FRAMING PLAN.

11. ALL BOLTS MUST BE LUBRICATED WITH WAX TO ASSIST IN PROPER TIGHTENING. TO LUBRICATE A BOLT IN THE FIELD, APPLY THE WAX STICK DOWN THE LENGTH OF THE BOLT’S THREADS.

12. TO PREVENT RUST STAINING OF FINISH, ALL METAL SHAVINGS MUST BE REMOVED AFTER INSTALLATION. ENSURE NO SHAVING ARE TRAPPED BETWEEN MATING SURFACES.

13. TOUCH-UP PAINT MUST BE APPLIED TO ALL EXPOSED FASTENERS. PERIODIC TOUCH-UP AT THESE CONNECTIONS IS REQUIRED.

14. ENSURE FRAME MEMBERS WITH DRAIN HOLES NEAR THE ENDS OF TUBES ARE INSTALLED FACING UP UNLESS SPECIFIED IN THE FRAME CONNECTION DETAILS.

TRUSS
TRUSS TAIL(HSS4"X4"X1/8")WELDED TO COLUMN

TENSION MEMBER

TENSION MEMBER COLUMN
3/8" PLATE
3/8" PLATE
3/8" PLATE
1/4" FLG. PLT.
1/4" FLG. PLT.
1/4" FLG. PLT.

BOLT, GALV, 5/8-11x1-3/4 A325
(2) PLCS EACH CONNECTION

PRE-TENSIONED JOINT
BOLT, GALV, 5/8-11x1-3/4 A325
(2) PLCS EACH CONNECTION

PRE-TENSIONED JOINT

RIDGE BEAM
TRUSS
TRUSS
COMPRESSION TUBE(HSS6"X6"X1/2") WELDEDTO RIDGE BEAM
3/8" PLATE
BOLT, GALV, 5/8-11x1-3/4 A325
(2) PLCS EACH CONNECTION

PRE-TENSIONED JOINT
ChristopherEvans2025.11.3020:37:42-05'00'
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PURLIN CONNECTION P-100
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U-CLIP SHOULD NOT IF TUBE HAS DRAIN HOLES NEAR TUBE END, ATTACH U-CLIP REST ON WELD SEAM SO HOLES FACE UP.

PRIOR TO BUILDING ASSEMBLY.

INSIDE FACE
U-CLIP

OUTSIDE FACE

OF TENSION MEMBER
12-24 X 1 1/2" ONE STEP SCREW
(1P2905)
12" O.C. BOTH SIDES

OF TENSION MEMBER

REMOVE METAL SHAVINGS
UC-100
NOTE:U-CLIP MUST BE ATTACHED TOTENSION MEMBER AS SHOWN

U-CLIP CONNECTION
COLUMN GUSSET DETAIL G-100
SHEET

4.1 PROJECT:

PROJECT LOCATION:

FRAME CONNECTION DETAILS
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:4
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
PURLIN
PURLIN
TRUSS
(6) #12-24 x 1 1/2ONE STEP SCREW(1P2905FNULL)(3) ALONG TOP(3) ALONG SIDEEACH CONNECTION COLUMN
2"X2-1/2"X1/4" GUSSET(4) PLCS TYP(WELDED TO COLUMN)
ChristopherEvans2025.11.3020:37:48-05'00'
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SHEET 7
MR-100
SHEET 7
MR-300
SHEET 7.1
MR-500
SHEET 7.1
MR-600
SHEET 7.2
MR-900
SHEET
6 PROJECT:

PROJECT LOCATION:

ROOF OVERVIEW
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:35
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
ChristopherEvans2025.11.3020:37:54-05'00'
JM-51 PARK
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FIELD SUPPORT: (616) 888-3504
12"
4"
1'-6 1/2"
SHEET

6.1 PROJECT:

PROJECT LOCATION:

ROOF LAYOUT
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:32
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
MULTI-RIB NOTES:

1. THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON HOW TO ERECT THE SYSTEMS. THE INFORMATION SHOWN IS ACCURATE, BUT IT IS NOT INTENDED TO COVER ALL INSTANCES, BUILDING REQUIREMENTS, DESIGNS OR CODES. THE DETAILS MAY REQUIRE CHANGES OR REVISIONS DUE TO FIELD CONDITIONS.

2. IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE THAT THE DETAILS MEET PARTICULAR BUILDING REQUIREMENTS AND TO ASSURE ADEQUATE WATER TIGHTNESS.

3. THE ERECTOR SHOULD THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH ALL ERECTION INSTRUCTIONS BEFORE STARTING WORK.

4. THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND
ACCURATELY TO THE ADJACENT WORK.

5. FLASHING AND TRIM SHALL BE INSTALLED TRUE, AND IN PROPER ALIGNMENT, WITH ANY EXPOSED FASTENERS EQUALLY SPACED FOR THE BEST APPEARANCE.

6. SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES. SOME FIELD CUTTING AND FITTING OF PANELS AND FLASHING IS TO BE EXPECTED BY THE ERECTOR AND MINOR FIELD CORRECTIONS ARE A PART OF NORMAL ERECTION WORK.

7. WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS AND INSTALLATION SHALL BE PERFORMED BY EXPERIENCED METAL CRAFTSMEN.

8. METAL SHAVINGS FROM DRILLING OR INSTALLATION OF ROOF FASTENERS MUST BE CAREFULLY REMOVED FROM THE ROOF BY BRUSHING OR SWEEPING AT THE END OF EACH DAY DURING INSTALLATION. SHAVINGS LEFT ON THE ROOF WILL QUICKLY RUST AND STAIN THE ROOF FINISH. 8'-4 13/16"
15'-11 1/4"
11'-6 15/16"

COMPRESSION TUBE
PURLIN

TENSION MEMBER

MULTI RIB PANEL ROOF
8'-4 13/16"
1'-5 1/2"
ChristopherEvans2025.11.3020:38:00-05'00'
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by PORTER CORP
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FIELD SUPPORT: (616) 888-3504
12"
4"
1'-6 1/2"
SHEET

6.2 PROJECT:

PROJECT LOCATION:

ROOF LAYOUT
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
1:32
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters

MULTI RIB PANEL ROOF
PURLIN

TENSION MEMBER

RIDGE BEAM
8'-4 13/16"
1'-5 1/2"
33'-11 1/4"
18'-0"
8'-4 13/16"
11'-6 15/16"
ChristopherEvans2025.11.3020:38:06-05'00'
JM-51 PARK
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FOR COUNCIL APPROVAL ONLY

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FIELD SUPPORT: (616) 888-3504
2024A
(INSTALL WITH 1/2"
EAVE DETAIL MR-100
(CENTER AT J-CHANNEL JOINT)

SPLICE CHANNEL

MULTI RIB PANEL
(4) TOP & (4) BOTTOM
POP RIVET (8) PLCS

EACH SIDE OF RIB & CENTERED
#12-14 X 3/4" SELF DRILLING SCREW

EACH RIB
#12-14 X 3/4" SELF DRILLING SCREW

GAP FROM MR PANEL)
(INSTALL WITH 1/2"

J-CHANNEL TRIM
U-CLIP

AND/ OR TAILTENSION MEMBER

GAP FROM MR PANEL)J-CHANNEL TRIM
2023A TRUSS DETAIL
MULTI RIB PANEL (24 GA.)

OVER RIB AT ANY TIME)

CANNOT BE PLACED
FIT BETWEEN RIBS. FOAM
(TRIM FOAM SEALANT TO

EXPANDING FOAM SEALANT

EACH SIDE OF RIB

DRILLING SCREW
#12-24 X 1-1/4" SELF

HIP CAP

EACH RIB

DRILLING SCREW
#12-14 X 3/4" SELF
6" OVERLAPHIP CAP
MULTI RIB PANEL (24 GA.)
TRUSS
MR-300
#12-24x1 1/4" SELF DRILLING
1/8" POP RIVET.#12-14x3/4" SELF DRILLING SCREW.

SCREW.

PART DESCRIPTIONS:

SHEET
7 PROJECT:

PROJECT LOCATION:

ROOF CONNECTION DETAILS
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
NTS
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
ChristopherEvans2025.11.3020:38:12-05'00'
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2023A RIDGE DETAIL
MULTI RIB PANEL (24 GA.)

OUTSIDE FOAM CLOSURE
EACH SIDE OF RIBDRILLING SCREW#12-24 x 1 1/4" SELF

EACH RIB

DRILLING SCREW
#12-14 X 3/4" SELF
(OVERLAP 6")RIDGE CAP

RIDGE CAP
MULTI RIB PANEL (24 GA.)

AND/OR TAIL RIDGE BEAM
MR-500
2022A

PURLIN DETAIL

EACH SIDE OF RIB

DRILLING SCREW
#12-24 X 1-1/4" SELF

TAILAND/ OR PURLIN
MULTI RIB PANEL (24 GA.)
MR-600
SHEET

7.1 PROJECT:

PROJECT LOCATION:

ROOF CONNECTION DETAILS
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
NTS
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
ChristopherEvans2025.11.3020:38:18-05'00'
JM-51 PARK
20 OF 40

FOR COUNCIL APPROVAL ONLY

R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
2022A CORNER DETAIL
MULTI RIB PANEL (24 GA.)
(9) PER CORNER

POP RIVETS

J-CHANNEL TRIM

ADJACENT PIECE)(FIELD CUT AND FOLD TAB UNDER J-CHANNEL CORNER TRIM

J-CHANNEL CORNER TRIM

HIP CAP

J-CHANNEL TRIM
MULTI RIB PANEL (24 GA.)
MR-900
SHEET

7.2 PROJECT:

PROJECT LOCATION:

ROOF CONNECTION DETAILS
CAD MODEL: DRAWING:

JM -52 PARK
ROSEVILLE, CA 84619
ORDER NO:

A
CREATION DATE:
11/16/2016
NTS
11/25/2025
_P23083
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. rachel.walters
ChristopherEvans2025.11.3020:38:25-05'00'
JM-51 PARK
21 OF 40

FOR COUNCIL APPROVAL ONLY

C1.1 C
C1.1 D
C1.1 E
C1.1 F
C1.1 A
C1.1 B
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
•
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701

GRADING
& DRAINAGE PLAN
C1.0
22 CITY GRADING NOTES

EARTHWORK QUANTITIES NS W
E
scale: 1"=20'

DRAIN CONSTRUCTION NOTES

GRADING NOTES A
C1.1 G

SEWER CONSTRUCTION NOTES

WATER CONSTRUCTION NOTES

RECYCLED WATER CONSTRUCTION NOTES

LAKEHAVEN DRIVE

SHIMMER FALLS DRIVE

CLOVERLEAF WAY
F
A
A

FIRST ORDER OF BUSINESS
A
A
A

FOR COUNCIL APPROVAL ONLY

LAKEHAVEN DR
JM-51 PARK

SHIMMER FALLS DR
JM-51 PARK
JM-51 PARK
JM-51 PARK
(E) EXISTING

OPEN SPACE
(E) EXISTING

RESIDENTIAL HOMES
JM-51 PARK
JM-51 PARK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
•
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701

GRADING

DETAILS & SECTIONS
C1.1
23 NS
W
E
scale: 1"=10' -C GRADING SECTION
SCALE: 1" = 10'-0" -B GRADING SECTION
SCALE: 1" = 10'-0" -A GRADING SECTION
SCALE: 1" = 10'-0" -D GRADING SECTION
SCALE: 1" = 10'-0"

B -E GRADING SECTION
SCALE: 1" = 10'-0" -G SITE GRADING DETAIL
SCALE: 1" = 10' - 0"

C -F GRADING SECTION
SCALE: 1" = 10'-0"
F
A
AB

FOR COUNCIL APPROVAL ONLY

CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
•
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701

UTILITY

DETAILS
C1.2
24 · -B PLAY AREA DRAIN DETAIL

NOT TO SCALE -A DRAINAGE INLET (DI)

NOT TO SCALE -C PLAY AREA PERFORATED DRAIN DETAIL

NOT TO SCALE -D NDS FLO-WELL INSTALLATION DETAILNOT TO SCALE

FOR COUNCIL APPROVAL ONLY

EROSION CONTROL
PLAN
C2.0
25 NS
W
E
scale: 1"=20'
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
•
expect more.

TSD ENGINEERING, INC.
785 Orchard Drive, Suite #110
Folsom, CA 95630
Phone: (916) 608-0707
Fax: (916) 608-0701

EROSION CONTROL LEGEND

EROSION CONTROL NOTES
SWPPP NOTE:

EROSION CONTROL SCHEDULE

RICHMOND DONALD
498-030-020

POPE STEPHANIE ANN TANTILLO ET AL
498-030-021

KAUR HARJOT & SINGH NAVJOT
498-030-022

GOPE KARNAIL
498-030-023

HEWETT RATTIKORN
498-030-019

LAKEHAVEN DR

SHIMMER FALLS DR

FOR COUNCIL APPROVAL ONLY

16 8
172
172
45'-3"

END NATURE TRAIL

BEGIN CONCRETE WALK BEGIN CONCRETE WALK

BEGIN CONCRETE WALK

BEGIN CONCRETE WALK

BEGIN NATURE TRAIL BEGIN NATURE TRAIL
5'
6'-9"
R60' (CL)
R10'
R10'
R10' R25'
8'
R49'-6"
R10'
R72'-6"
10'
24'
R25'
R20'
R40'
R82'-6" R70' (CL)
R87'-6"
R100' (CL)
5'
10'
R70' (CL)
R82'-6"
R200' (CL)
R187'-6"
R20'
R112'
R97' (CL)
R100' (CL)
R5'
R10'
R70' (CL)
128'-5"
176'-4"
10'
4'
10'
4'
R20'
R58'
R112'
R100' (CL)
R97' (CL)
R70' (CL)
R73' (CL)
16'-10"
R37'-6" 34'-9"
R10'
R72'-6"
R10'
R25' (CL)
R30' (CL)
R11'-9"
R15'
R10'
R15' R60' (CL)
R10'
R40' (CL)
R5'
3'
6'-8"
1' R5'
R6'
5'
3'
R200' (CL)
17'-6"
6'-2"
R10'
5'
10'
R5' R5'
R30'
5'
10'
36'-10"
3'
7'
12'-3"
R32'-6" (CL) 4'
7'
3'
12'-3"
R32'-6" (CL)
R30'-6"
R25'
4'
5'
R70' (CL)
R100' (CL)
5'
5'
6'-6"
5'
5'-11"
R23'-6"
(CL)
R75'
(CL)
R30' R20'
R8'-3"
R20'
R10'
R10'
R20'
R10'
R34'
R10'
R60' (CL)
R200' (CL)
5' R20'
R20'
R15'
26 LL-1.0
1"=20'-0"
AM

LANDSCAPE
LAYOUT
PLAN
Know what'sbelow.

Call before you dig.

R
JM-2

LDR SHIMMER FALLS DRIVE

LIMIT OF WORK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026 LIMIT OF WORK
JM-83

OPEN SPACE
FUTURE BIKE TRAIL 1. ALL DIMENSIONS ARE TO FACE OF WALLS, STAIRS, CURB AND EDGE OF CONCRETE WALKS, UNLESS OTHERWISE NOTED ON PLANS. 2. EXPANSION JOINTS AND SCORE LINES SHALL BE PLACED AS SHOWN ON PLAN. DESIRED MODULE IS 5'X5'. BRING TO THE PROJECT MANAGER'S ATTENTION IF ANY DEVIATIONS OCCUR DURING LAYOUT.

3. NEW CONCRETE FLATWORK FINISH SURFACE SHALL MEET FLUSH WITH EXISTING CONCRETE FLATWORK.

4. CONSTRUCT ALL CURVILINEAR SITE ELEMENTS WITH SMOOTH, CONTINUOUS, UNBROKEN CURVES.

5. MAINTAIN EXISTING GRADE AT THE BASE OF ALL EXISTING TREES WITHIN THE TREE DRIP LINE.

6. REFER TO IRRIGATION PLANS FOR LOCATIONS OF SLEEVES PRIOR TO THE START OF CONSTRUCTION.

7. UTILITIES ARE SHOWN FOR REFERENCE ON THESE PLANS. VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. BRING TO PROJECT MANAGER'S ATTENTION IF THERE ARE ANY DISCREPANCIES BETWEEN DOCUMENTS AND FIELD CONDITION.

8. FINAL NATURE TRAIL ALIGNMENT TO BE CONFIRMED IN THE FIELD BY CITY PARKS STAFF.

GENERAL LAYOUT NOTES

CONTRACTOR SHALL NOTIFY PROJECT

MANAGER WHEN FIELD STAKING IS PLANNED
TO OCCUR. LANDSCAPE ARCHITECT WILL

PROVIDE ELECTRONIC FILES TO STAKING
CONTRACTOR WHEN REQUESTED. SITE

COMPONENTS SHALL BE LOCATED AND
STAKED USING DIGITAL COORDINATES.

NOTE

LAKEHAVEN DRIVE

FOR COUNCIL APPROVAL ONLY

IRRIGATION LIST & LEGEND

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
RAIN BIRD: RWS-B-C-P
DEEP ROOT WATERING SYSTEM WITH CHECK VALVE AND PURPLE GRATEǽ RAINBIRD BUBBLER OPTION 1402 ț0ǽ50 GPMȜǽ CONTRACTOR TO PLACE ț2Ȝ BUBBLERS PER TREE AS SHOWN ON PLANSǽ
30 RAIN BIRD: R-VAN18 RD-06-S-P45-NP
TURF ROTARYǾ ț13 FTǽ - 18 FTǽ AD
USTABLEȜǾ W/1800 TURF BODY ON 6ȇ POP-UPǾ
WITH CHECK VALVE AND 45 PSI PRESSURE REGULATOR AND PURPLE CAPǽ 45 RAIN BIRD: R-VAN24 RD-06-S-P45-NP
TURF ROTARYǾ ț1ǜ FTǽ - 24 FTǽ AD
USTABLEȜǾ W/1800 TURF BODY ON 6ȇ POP-UPǾ
WITH CHECK VALVE AND 45 PSI PRESSURE REGULATOR AND PURPLE CAPǽ 45 RAIN BIRD: 5006-PC-FC-NP-SS-MPR
TURF ROTORǾ 6ȇ POP-UPǾ STAINLESS STEEL RISERǾ MATCHED PRECIPITATION ROTOR țMPR NOZZLEȜǽ ARC AND RADIUS AS PER SYMBOL ț25 FT ʲ REDǾ 30 FT ʲ GREENǾ 35 FT ʲ BEIGEȜǽ WITH NON-POTABLE PURPLE CAPǽ
45 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
RAIN BIRD: XCZ-PRB-COM SERIES
REMOTE CONTROL DRIP ZONE ASSEMBLY WITH PEB VALVEǾ PRESSURE REGULATING UICK CHECK BASKET FILTERǾ AND PURPLE HANDLEǽ SEE PLAN FOR SIZEǽ PROVIDE IN PURPLE VALVE BOX PER DETAILǽ -- RAIN BIRD: ARV050 AIR RELIEF VALVEǽ PLACE AT HIGHEST POINT ON EACH EXHAUST HEADERǽ SEE PLAN FOR APPROXIMATE LOCATIONSǽ -- LINE FLUSH VALVE: PER CITY SPECIFICATION PROVIDE AT THE LOWEST POINT ON EACH EXHAUST HEADERǽ SEE PLAN FOR APPROXIMATE LOCATIONSǽ PROVIDE OPERATION INDICATORS țOPERINDȜ AT ALL FLUSH VALVE LOCATIONSǽ INSTALL PER MANUFACTURER SPECIFICATIONS AND PK-IR-15ǽ -- AREA TO RECEIVE DRIPLINE - RAIN BIRD: XFS-CV-06-18 SUB-SURFACE DRIPPER LINE WITH 0ǽ6 GPH FLOW RATE AND 18ȇ DRIPPER SPACINGǾ PLACED AT 18ȇ OǽCǽ PROVIDE 6ȇ BELOW GRADE OF TOP DRESSING ț4ȇ BELOW FINISHED SOIL GRADEȜǽ SPECIFY XF INSERT FITTINGSǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ
30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD: PEBR
REMOTE CONTROL VALVE WITH PURPLE FLOW CONTROL HANDLE FOR RECLAIMED WATERǽ SEE PLAN FOR SIZEǽ PROVIDE IN VALVE BOX PER DETAILǽ
RAIN BIRD: 44-NP
1ȇ BRASS UICK COUPLING VALVE WITH STAINLESS STEEL SPRING AND PURPLE LOCKING RUBBER COVER FOR RECLAIMED WATERǽ PROVIDE IN VALVE BOX PER DETAILǽ NIBCO: T-113
CLASS 125 BRONZEǾ THREADED GATE VALVE WITH WHEEL HANDLE țLINE SIZE 2-1/2ȇ AND SMALLERȜǽ PROVIDE IN PURPLE VALVE BOX PER DETAILǽ
BUCKNER-SUPERIOR: 3300-150-RW
1-1/2ȇ NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION

AND NO MINIMUM FLOW FEATURE WITH PURPLE CROSS HANDLE FOR RECLAIMED WATER USEǽ
CALSENSE: CS3-32-S1/CS3-EN/GR-STUBBY/FM-U
32-STATION AUTOMATIC CONTROLLER PER CITY STANDARDǽ PROVIDE IN STAINLESS STEEL PEDESTAL MOUNT ENCLOSURE WITH AUTOMATIC RAIN SHUT OFF DEVICEǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ
NOTE: CONTRACTOR TO PROVIDE THIRD-PARTY COMMUNICATION HARDWARE PER CITY OF ROSEVILLE STANDARDSǽ
CALSENSE: FM-U
1-1/2ȇ ULTRASONIC FLOW METER PER CITY OF ROSEVILLE CONSTRUCTION STANDARDSǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ
AMIAD:
2ȇ PLASTIC SUPER-TǾ SEMI-AUTOMATIC WATER FILTER WITH SCANAWAY 130 MICRON FILTER ELEMENT PER CITY OF ROSEVILLE CONSTRUCTION STANDARDSǽ INSTALL PER MANUFACTURER SPECIFICATIONSǽ
TESCO PEDESTAL:

ELECTRICAL PEDESTALǽ SEE ELECTRICAL PLANSǽ
WATER METER: 1-1/2ȇ RECYCLED PER CIVIL PLANSǽ
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40ǽ INSTALL SLEEVES TWICE THE DIAMETER OF THE PIPEǽ EXTEND 12ȇ MINIMUM PAST HARDSCAPE EDGESǽ SEE PLANSǽ
CONDUIT: PVC SCHEDULE 40ǽ 2ȇ MINǽ DIAMETER FOR LOW VOLTAGE WIRING WATER AUDIT NOTE:

CONTRACTOR IS REUIRED TO PROVIDE THE CITY OF ROSEVILLE A LANDSCAPE IRRIGATION AUDIT PERFORMED BY A 3RD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITORǽ THE AUDIT MUST MEET CURRENT MWELO MANDATESǽ SEE PARKS CONSTRUCTION STANDARDS FOR ADDITIONAL INFORMATIONǽ 25 30
MV
J
FS
F
TESCO
WM
Valve Number
Valve Flow
Valve Size
Valve Callout
#
#" #
XX
Hydrozone Area
Plant Type
Plant Type
S - Shrub
TR - Tree
TU - Turf
HYD - Hydroseed Area
BIO - Bioremediation Sod
A
LF
1402
35 18 18
18 ADJ 18 F
24 24
24 ADJ 24 F
(1) 4" SLV. (LAT) 16
8 172
172
SEE SHEET LI-1.1 FOR

MAINLINE LAYOUT
WM
F
MV
FS
18 18
18 18
18 18
18 18
18 18
18 18
18 18
18 18
18 18
18 18
18 18
18 30
30 30
30 30
30 30
30 30
18 30
30 30
18 18
18 18
18 18
24 24
18 18
18 18
24 18
18 18
24 24
24 24
24 24
24 24
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
24 24
24 24
24 24
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
30 30
24 24
24 24
25 25
25 25
25 25
25 25
25 25
25 25
25 25
30 18
18 18

NATURE TRAIL TO BE CUT IN AFTER

HYDROSEED ESTABLISHMENT PERIOD
PER CITY OF ROSEVILLE DIRECTION.

CONTRACTOR TO MOUNT CONTROLLER PER
MANUFACTURERȆS SPECIFICATIONSǽ SEE

IRRIGATION LEGEND AND DETAILS FOR MOUNTING
TYPE AND ADDITIONAL INFORMATIONǽ

CONTRACTOR TO COORDINATE LOCATION AND
ELECTRICAL SERVICE WITH OTHER TRADESǽ
CONTROLLER ȇ ȇ

25 SEE SHEET LI-1.1 FOR

MAINLINE LAYOUT
TESCO
J

PROVIDE GATE VALVE ON WATER STUB PROVIDED
BY CIVIL ENGINEERǽ VERIFY LOCATION IN FIELDǽ
WATER SUPPLY LINE SIZE:

STATIC PSI:

WATER METER SIZE:

BACKFLOW DEVICE SIZE:

OPERATING PSI:

BOOSTER INCREASE PSI:

MAXIMUM FLOW DEMAND:

SITE ELEV DIFFERENCE:

POINT OF CONNECTION ȇ
ȇ
3Ȇ
30ǽ0 GPM
NA
60 PSI
NA
1-1/2ȇ - RECYCLED
65 PSI
1-1/2ȇ
TESCO CONTROLS 100 AMP ELECTRIC SERVICE
METER PANELǽ SEE ELECTRIC ENGINEERING PLANS
AND
OINT TRENCH PLANS FOR SERVICE LOCATIONǽ
PROVIDE PANEL PER ELECTRIC SERVICE PROVIDERǽ

ELECTRIC SERVICE SUPPLY FOR LANDSCAPE WORK
30 25
3 4" 3
4"
3 4"
3 4"
3 4" 1"
3 4"
1"
1 1
2"
1" 3
4"
1 1
2"
3 4"
3 4" 3
4" 1
1 2" 3
4" 3
4"
3 4"
1 1
2"
3 4" 1"
3 4"
3 4" 1
1 2"
1"
3 4"
A
3 4" 1"
3 4"
1"
3 4"
3 4"
3 4"
1"
1"
1 1
2"
3 4"
3 4"
1 1
2" 1"
3 4" 3
4"
3 4" 3
4" 3
4"
3 4" 1"
3 4"
1 1
2" 1"
3 4"
1"
1" 1"
1"
1 1
2"
3 4"
3 4"
3 4"
1"
3 4"
3 4"
3 4" 1"
3 4"
1"
1"
3 4"
3 4"
1 1
2"
3 4"
3 4" 1"
3 4"
1"
1"
3 4"
1"
3 4" 2"
1 1
2"
3 4"
1"
3 4"
2"
1 1
2" 1
1 2"
3 4" 1"
2"
3 4" (2) 4" SLV. (MAIN)
(1) 2" SLV. (LAT)
2-1/2" RW MAIN
2-1/2" RW MAIN
(1) 4" SLV. (LAT)
(1) 4" SLV. (LAT)
(2) 4" SLV. (MAIN)
(2) 2" SLV. (LAT)
(1) 2" SLV. (LAT)
(1) 2" SLV. (LAT)
(2) 4" SLV. (MAIN)
(1) 2" SLV. (LAT)
(2) 2" SLV. (LAT)
1 1
2"
(1) 2" SLV. (LAT)
(1) 4" SLV. (LAT)
(1) 4" SLV. (LAT)
T H
1 1
2ȇ 28ǽǞ

1 1
T H
1 1
2ȇ 34ǽǜ

2 2
TR M
1ȇ 4ǽ0

3 3
T H
1ȇ 1ǜǽ8

5 5
T H
1 1
2ȇ 28ǽǞ

6 6
S L
1ȇ 11ǽ1

16 16
T H
1 1
2ȇ 32ǽǜ

1Ǟ

1Ǟ
TR M
1ȇ 11ǽ0

20 20
T H
1 1
2ȇ 26ǽ6

21 21
S L
1ȇ 16ǽ1

22 22
T H
1 1
2ȇ 38ǽ5

23 23
T H
1 1
2ȇ 34ǽǜ

24 24
TR M
1ȇ 8ǽ0

25 25
T H
1 1
2ȇ 26ǽ6

26 26
S L
1ȇ 8ǽ42

2ǜ

2ǜ
T H
1ȇ 1ǜǽ8

8 8
T H
1 1
2ȇ 30ǽǜ

Ǟ

Ǟ
T H
1 1
2ȇ 1ǜǽ8

12 12
T H
1 1
2ȇ 26ǽ8

13 13
TR M
1ȇ ǜǽ0

14 14

ADD ALT
VALVE

ADD ALT
VALVE

ADD ALT
VALVE

ADD ALT
VALVE

ADD ALT
VALVE
2"
1 1
2" 1
1 2"
2"
3 4"
TR M
1ȇ 3ǽ0

4 4
2-1/2" RW MAIN
1 1
2"
1 1
2"
1 1
2" 3
4" 3
4"
3 4" 1"
3 4" TR M
1ȇ 11ǽ0

10 10
1 1
2"
1"
2-1/2" RW MAIN
1 1
2"
T H
1 1
2ȇ 2Ǟǽ6

ǜ

ǜ
1 1
2" 3
4" 1
1 2"
3 3 4" 4" 1"
3 4"
1"
T H
1ȇ 15ǽ2

11 11

ADD ALT
VALVE
3 4"
1"
2-1/2" RW MAIN
1 1
2" 3
4" 1
1 2"3
4" 3
4"
T H
1ȇ 23ǽ4

15 15
T H
1ȇ 25ǽ1

1ǜ

1ǜ
1"
1 1
2" 1"
1"
3 4"
3 4" TR M
1ȇ 8ǽ0

18 18
3 4"
(1) 4" SLV. (LAT)
(1) 2" SLV. (LAT)
(1) 4" SLV. (LAT)
(1) 4" SLV. (LAT)
(1) 4" SLV. (LAT)
(1) 2" SLV. (LAT)
3 4"
27 LI-1.0
1"=20'-0"
AM

LANDSCAPE

IRRIGATION

PLAN & LEGEND
Know what'sbelow.

Call before you dig.

R SHIMMER FALLS DRIVE LIMIT OF WORK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

LIMIT OF WORK
JM-83

OPEN SPACE

FUTURE BIKE TRAIL
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

9.2.2025

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITYǽ
ALL IRRIGATION EUIPMENTǾ INCLUDING
MAINLINE AND VALVESǾ SHALL BE PLACED IN
PLANTER AREASǽ

IRRIGATION SYSTEM NOTE

LAKEHAVEN DRIVE

FOR COUNCIL APPROVAL ONLY

16 8
172
172 A
28 LI-1.1
1"=20'-0"
AM

LANDSCAPE

IRRIGATION PLAN -

MAINLINE LAYOUT
Know what'sbelow.

Call before you dig. R
JM-2

LDR SHIMMER FALLS DRIVE

LIMIT OF WORK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026 LIMIT OF WORK
JM-83

OPEN SPACE

FUTURE BIKE TRAIL
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the irrigation design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

9.2.2025

IRRIGATION SYSTEM AS SHOWN ON PLANS IS
DIAGRAMMATIC ONLY FOR GRAPHIC CLARITY.

ALL IRRIGATION EQUIPMENT, INCLUDING

MAINLINE AND VALVES, SHALL BE PLACED IN
PLANTER AREAS.

IRRIGATION SYSTEM NOTE

LAKEHAVEN DRIVE WMMVFSF
IRRIGATION POINT OF CONNECTION.

SEE SHEET LI-1.0.

ǗȒǖȡǗȇWM
 ǗȒǖȡǗȇWM
 ǗȒǖȡǗȇWM
 ǗȒǖȡǗȇWM


FOR COUNCIL APPROVAL ONLY

29 LI-2.0

AS SHOWN
AM

LANDSCAPE

IRRIGATION
NOTES
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

CITY OF ROSEVILLE RECYCLED WATER NOTES

1. THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS WITHIN THE CITY OF ROSEVILLE AND THE ACCOMPANYING PLANS AND SPECIFICATIONS.

2. ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND THE IRRIGATION SPECIFICATIONS.

3. CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (916) 774-5750 AND EACH WORKDAY THEREAFTER UNTIL COMPLETION OF THE PROJECT FOR COMMERCIAL IRRIGATION SYSTEMS. CITY OF ROSEVILLE PARKS DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (916) 746-1758 FOR LANDSCAPE CORRIDORS AND PARKS. A PRE-CONSTRUCTION MATERIALS INSPECTION MUST BE ARRANGED PRIOR TO THE START OF CONSTRUCTION.

4. NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED BY THE CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND/OR PARKS DEPARTMENT INSPECTOR.

5. ALL RECYCLED WATER INFRASTRUCTURE, BOTH ON-SITE AND OFF-SITE SHALL BE INSPECTED BY CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES AND/OR PARKS DEPARTMENT. FOR INSPECTION OF RECYCLED WATER SYSTEM CONTACT ENVIRONMENTAL UTILITIES AT 774-5750 FORTY-EIGHT (48) HOURS IN ADVANCE. POINTS OF INSPECTION ARE:
a. PRE-CONSTRUCTION MATERIALS INSPECTION.
b. IRRIGATION SYSTEM INSTALLATION BEFORE LINES ARE COVERED. c. PRESSURE TESTING.
d. SYSTEM CROSS CONNECTION CONTROL TEST.
e. SYSTEM COVERAGE TEST.

6. ALL RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC UNLESS OTHERWISE SPECIFIED. WHERE PURPLE PVC IS NOT USED, PIPE SHALL BE IDENTIFIED (MARKED) IN ACCORDANCE WITH THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS.

7. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INLCUDE THE FOLLOWING:
"CAUTION: RECYCLED WATER - DO NOT DRINK". NOMINAL PIPE SIZE. PVC - 1120. PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 1672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE.

8. ALL RECYCLED WATER SPRINKLER CONTROL VALVES, VALVE RISERS AND SWING JOINTS SHALL BE TAGGED WITH IDENTIFICATION TAGS OR ADHESIVE LABELS. a. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x4", PURPLE COLOR WITH THE WORDS "WARNING: RECYCLED WATER - DO NOT DRINK" IMPRINTED ON ONE SIDE AND "AVISA: AGUA IMPURA - NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL.
b. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:

1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR

2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP. c. RECYCLED WATER WARNING LABELS OR STICKERS THAT ARE CONSISTENT WITH CITY OR ROSEVILLE CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND THE IRRIGATION SPECIFICATIONS MUST BE ATTACHED TO ALL PIPING NOT IN COMPLIANCE. d. ALL SPRINKLER HEADS MUST BE DESIGNED FOR RECYCLED WATER USAGE, WITH PURPLE RECYCLED WATER WARNING CAPS. e. SPRINKLER RISERS AND SWING JOINTS SHALL BE IDENTIFIED WITH PURPLE ADHESIVE 3"x3" LABELS. EACH LABEL SHALL STATE "RECYCLED WATER - DO NOT DRINK" IN ENGLISH AND SPANISH.

9. ALL RECYCLED WATER CONTROL VALVE BOXES SHALL BE PURPLE AND HAVE A WARNING LABEL PERMANENTLY MOLDED INTO OR AFFIXED ONTO THE LID WITH RIVETS, BOLTS, ETC. WARNING LABELS SHALL BE CONSTRUCTED OF A PURPLE WEATHERPROOF MATERIAL WITH THE WARNING PERMANENTLY STAMPED OR MOLDED INTO THE LABEL. THE WARNING SHALL CONTAIN THE FOLLOWING INFORMATION:
a. "NON-POTABLE" OR "RECYCLED WATER"
b. "DO NOT DRINK" IN ENGLISH AND SPANISH.

10. RECYCLED WATER QUICK COUPLING VALVES SHALL HAVE A PURPLE RUBBER OR VINYL COVER. THE COVER SHALL BE OF A LOCKING TYPE AND HAVE A WARNING PERMANENTLY STAMPED OR MOLDED AS FOLLOWS: "RECYCLED WATER - DO NOT DRINK" IN ENGLISH AND SPANISH.

11. PLASTIC WARNING TAPE SHALL BE USED ON ALL POTABLE WATER PIPING, POTABLE WATER WARNING TAPE SHALL BE A MINIMUM OF 3" WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF EACH LINE. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH NYLON TIE-WRAP BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. WARNING TAPE FOR THE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH WORDS "CAUTION: POTABLE WATER LINE BURIED BELOW" IMPRINTED IN MINIMUM 1" HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT.

12. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED 12" BELOW THE POTABLE WATER PIPING OD TO OD. WHERE THE RECYCLED WATER PRESSURE MAIN LINE MUST PASS ABOVE POTABLE WATER PIPING, THE RECYCLED WATER PIPING SHALL BE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF FIVE FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. A 12" VERTICAL SEPARATION OD TO OD MUST BE MAINTAINED. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3" WIDE PURPLE WARNING TAPE WHICH READS "RECYCLED WATER - DO NOT DRINK".

13. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION FROM ALL SANITARY SEWER LINES. WHERE RECYCLED WATER AND SEWER CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED A MINIMUM OF ONE FOOT ABOVE THE SEWER LINE.

14. FOR ON-SITE RECLAIMED WATER PIPING, THE MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE SHALL BE AS FOLLOWS:
a. INTERMITTENT PRESSURE LINES (ALL SIZES)................12" b. CONSTANT PRESSURE LINES 2.5" AND SMALLER............18" c. CONSTANT PRESSURE LINES 3" AND LARGER..................24"

15. PRESSURE AND CROSS CONNECTION TESTING FOR ON-SITE RECYCLED WATER SYSTEMS a. ALL TESTING OF RECYCLED WATER SYSTEMS MUST BE PERFORMED UTILIZING A POTABLE WATER SOURCE VIA A CONSTRUCTION WATER CONNECTION PER CITY OF ROSEVILLE CONSTRUCTION STANDARDS. NO RECYCLED WATER MAY ENTER A RECYCLED WATER SYSTEM UNTIL ALL TESTING IS SUCCESSFULLY COMPLETED. b. THE SOURCE OF POTABLE WATER USED FOR TESTING MUST HAVE A METER AND AN APPROVED BACKFLOW PREVENTION DEVICE. THESE CAN BE OBTAINED THROUGH THE CITY OF ROSEVILLE.
c. THE CONTRACTOR SHALL PROVIDE A MEANS TO PLUMB IN PRESSURE AND CROSS TESTING APPARATUS AT THE POINT OF HIGHEST ELEVATION FOR BOTH POTABLE AND CONSTANT PRESSURE RECYCLED WATER SYSTEMS.
d. THE CONSTANT PRESSURE RECYCLED WATER SYSTEM INCLUDING ALL APPURTENANCES SHALL BE TESTED AT 125 PSI AT HIGHEST POINT OF ELEVATION FOR 1 HOUR WITH NO DETECTABLE LEAKAGE.
e. PRESSURE TESTING MUST BE SUCCESSFULLY COMPLETED PRIOR TO CROSS CONNECTION TESTING. f. THE RECYCLED WATER SYSTEM SHALL BE TESTED FOR CROSS CONNECTION IN ACCORDANCE WITH UNIFORM PLUMBING CODE APPENDIX J PRIOR TO USE. g. FOR PROJECTS BEING PERFORMED IN PHASES, A CROSS CONNECTION TEST SHALL BE PERFORMED ON EACH PHASE INDEPENDENTLY BEFORE IT IS PUT INTO SERVICE. THE POTABLE WATER SOURCE USED FOR TESTING EACH PHASE MUST BE INDEPENDENT OF OTHER PREVIOUSLY COMPLETED PHASES. h. AT THE TIME A CROSS CONNECTION TEST IS TO BE PERFORMED, CONSTRUCTION ON BOTH THE POTABLE AND THE RECYCLED WATER SYSTEMS BEING TESTED MUST BE COMPLETE AND BOTH SYSTEMS FULLY OPERATIONAL AND FUNCTIONING AS DESIGNED. i. CROSS CONNECTION TESTING SHALL BE PERFORMED ON THE SYSTEM BY CITY FORCES WITH THE ASSISTANCE OF THE CONTRACTOR. THE TEST WILL BE COORDINATED THROUGH THE ENVIRONMENTAL UTILITIES OR PARKS DEPARTMENT INSPECTOR. FORTY-EIGHT (48) HOURS NOTICE IS REQUIRED BEFORE THE TEST. DEPENDING ON THE COMPLEXITY OF THE SITE, A PRELIMINARY FIELD MEET MAY ALSO BE REQUIRED.

16. COVERAGE TEST:

ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO NATIVE OAK AREAS AND INTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS.

17. METER INSTALLATION:

ONCE THE ON-SITE RECYCLED WATER SYSTEM HAS BEEN PROPERLY INSPECTED AND PASSED PRESSURE AND CROSS CONNECTION TESTING, A METER MAY BE INSTALLED.

THE METER MUST BE PURCHASED FROM THE CITY OF ROSEVILLE AND INSTALLED BY CITY FORCES. COORDINATE METER PURCHASE AND INSTALLATION WITH THE ENVIRONMENTAL UTILITIES OR PARKS DEPARTMENT INSPECTOR.

18. NO CONNECTION SHALL BE MADE TO THE CITY'S EXISTING RECYCLED WATER SYSTEM UNTIL THE NEW FACILITIES HAVE BEEN SUCCESSFULLY PRESSURE AND CROSS CONNECTION TESTED. TAPS TO THE EXISTING RECYCLED SYSTEM WILL BE MADE BY CITY FORCES ONLY.

19. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES VIOLATES THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN.

20. RECYCLE WATER WARNING/INFORMATION SIGN SHALL BE LOCATED AT ALL ACCESS POINTS TO THE AREA OF RECYCLED WATER USE. SIGNS SHALL ALSO BE PLACED ALONG FRONTAGE ROADS AT INTERVALS OF EVERY 500 FEET OR LESS. THE SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION STANDARDS HEREIN AND AS REQUIRED BY THE ENVIRONMENTAL UTILITIES DIRECTOR.

1. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE.

2. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN TURF AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDEWALK OR CURB.

3. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.

4. ALL SPRINKLERS SHALL BE INSTALLED WITH A 'CHECK VALVE' TO PREVENT DRAINAGE FROM SPRINKLER HEAD WHEN THE SPRINKLER IS OFF. DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED.

5. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE OF 65 PSI AND THE MAXIMUM FLOW OF

30.0 GPM AS SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT

THAT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

6. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT

SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER.

7. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER-SPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE

SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.

9. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD

THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

10. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES.

11. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND

OTHER SUB- CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC.

12. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS.

13. IN ADDITION TO THE CONTROL WIRE NECESSARY FOR THE REMOTE CONTROL VALVES SHOWN ON THE DRAWING, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF A COMPLETE SET OF SPARE CONTROL WIRES, LOOPED, WITHIN EACH VALVE BOX.

14. CONTRACTOR SHALL PROGRAM IRRIGATION CONTROLLER TO OPERATE AS FOLLOWS POST-CONSTRUCTION: SPRAY VALVES SHALL ONLY BE TURNED ON BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. BUBBLER AND DRIP VALVES CAN OPERATE AT ANY TIME.

15. PER MWELO, IRRIGATION HEADS MUST BE PLACED SO THAT HARDSCAPED AREAS DRAIN TOWARD LANDSCAPED AREAS, AND WITH NO OVERSPRAY. OTHERWISE A SETBACK FROM HARDSCAPE OF 24" MINIMUM IS REQUIRED.

16. ALL LANDSCAPE AUDITS SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR.

17. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE RESPONSIBLE LOCAL AGENCY PER WELO REQUIREMENTS.

GENERAL IRRIGATION NOTES

FOR COUNCIL APPROVAL ONLY

30 LI-2.1

AS SHOWN
AM
MWELO

DOCUMENTATION
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

FOR COUNCIL APPROVAL ONLY

31 LI-2.2

AS SHOWN
AM

LANDSCAPE

IRRIGATION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

CONTROLLER A
NOT TO SCALE PR-25026-04

MASTER VALVE - CALSENSE B
NOT TO SCALE PR-25026-05
RECYCLED WATER FILTER C NOT TO SCALE PR-25026-06PIPE AT PAVEMENT D NOT TO SCALE PR-25026-12

PIPE TRENCH E
NOT TO SCALE PR-25026-19
VALVE (3" & SMALLER)
NOT TO SCALE PR-25026-11 F
VALVE - QUICK COUPLING G NOT TO SCALE PR-25026-14VALVE - REMOTE CONTROL AT GRADE H NOT TO SCALE PR-25026-15

POP-UP ROTOR

NOT TO SCALE I
PR-25026-07

POP-UP SPRAY

NOT TO SCALE J
PR-25026-08

ROOT WATERING SYSTEM K
NOT TO SCALE PR-25026-09

THRUST BLOCKS
NOT TO SCALE PR-25026-10 L

FOR COUNCIL APPROVAL ONLY

32 LI-2.3

AS SHOWN
AM

LANDSCAPE

IRRIGATION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 1 2
3 4
5 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
R

EG ISTERED LANDSCAPE ARCH I T
E
C
T

STATE OF CAL I FORN IA
KEV I N C . LEAM
No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

VALVE - DRIP CONTROL A
NOT TO SCALE PR-25026-13

DRIP FLUSH VALVE & OPERATION INDICATOR B
1" = 1" PR-25026-16

AIR/VACUUM RELIEF VALVE (PLUMBED TO PVC)

NOT TO SCALE
1 2
3 4
5 6
7 8
1 6" ROUND VALVE BOX.
2 AIR/VACUUM RELIEF VALVE.
3 1/2" PVC COUPLING: T x T.
1/2" SCH 80 RISER. LENGTH AS
REQUIRED.
4 STANDARD BRICK SUPPORTS.

THREE EACH BOX.
5 6 3/4" CRUSHED GRAVEL SUMP.
7 PVC PIPING AND FITTINGS.
8 FINISH GRADE.

C
PR-25026-35

DRIP LINE TRENCHING
NOT TO SCALE 4" MIN.
1 1 FINISH GRADE.
2 2
3 BACKFILLED TRENCH
FREE OF DEBRIS.
3 2
DRIP LINE TUBING.

D
PR-25026-31

DRIP LINE START CONNECTION W/PVC RISER
NOT TO SCALE 4" MIN. 12" MIN.
2 1
3 4
5 HEADER CONNECTION

TO VALVE
DRIP LINE: 180 2-WAY TEE
(CENTER FEED LAYOUT).
90 TEE (END FEED).
1 DRIP LINE TUBING. SEE
LEGEND.
2 3 3/4" SCH. 80 PVC NIPPLE.
4 PVC TEE: S x S x T.
5 FINISH GRADE.

E
PR-25026-36
STEP 1:

STEP 2:

STEP 3:

WIRE CONNECTION - 3M DBY

NOT TO SCALE
2 1
STRIP WIRES APPROX. 3/8" FROM ENDS -
TWIST TOGETHER.
1 APPLY THE SCOTCHLOK ELECTRICAL

CONNECTOR AND TWIST IN A
CLOCKWISE DIRECTION.
2 3

INSERT THE SPLICE INTO THE
GEL-FILLED INSULATOR TUBE. PUSH

PAST THE LOCKING FINGERS TO HOLD
THE SCOTCHLOK CONNECTOR IN PLACE.
3 4

POSITION WIRE CHANNELS AND SNAP
INSULATOR TUBE COVER CLOSED.
4 5
3M "DBY" WIRE CONNECTOR OR
APPROVED EQUAL.
5 G
PR-25026-42
A1
QCV
A2 A3

VALVE BOX LAYOUT (RECYCLED)

NOT TO SCALE
12" 12" 12"
12"
1 2
3 1 10" ROUND VALVE BOX. HEAT BRAND "QCV" ON LID IN 2" HIGH CHARACTERS. 3 EDGE OF LAWN, WALK, FENCE, CURB, ETC.

RECTANGULAR VALVE BOX W/BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS.
2 NOTES:

1. CENTER BOXES OVER VALVES.

2. PLACE BOXES IN GROUNDCOVER AREA WHERE POSSIBLE. TYPICAL.

3. PLACE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF HARDSCAPE.

4. VALVE BOX SHALL BE PURPLE FOR RECYCLE (PANTONE 512) FOR RECLAIMED WATER.

H
PR-25026-41

TYPICAL DRIPLINE DRIPGRID REQUIREMENTS F
NOT TO SCALE PR-25026-57

FOR COUNCIL APPROVAL ONLY

PLANT LIST & SCHEDULE

SYMBOL BOTANICAL / COMMON NAME SIZE WATER USE REMARKS QTY TREES

CELTIS RETICULATA
NETLEAF HACKBERRY (40'x25') 15 GAL. LOW
STD.

NATIVE 7

CHILOPSIS LINERIS
DESERT WILLOW (20'X15') 15 GAL. MODERATE
STD.

NATIVE 7

NYSSA SYLVATICA
TUPELO (40'X20') 15 GAL. MODERATE STD. 9

PISTACIA CHINENSIS 'KEITH DAVEY'
FRUITLESS CHINESE PISTACHE (40'X35') 15 GAL. MOD STD. 4

QUERCUS AGRIFOLIA
COAST LIVE OAK (60'X40')
15 GAL.
24" BOX VERY LOW
STD.

NATIVE 71

QUERCUS LOBATA
VALLEY OAK (60'X40')
15 GAL.
24" BOX
LOW
STD.

NATIVE 14

QUERCUS WISLIZENI
INTERIOR LIVE OAK (60'x40') 15 GAL. LOW
STD.

NATIVE 6
ULMUS PROPINQUA `EMERALD SUNSHINE`
EMERALD SUNSHINE ELM (35'X25') 15 GAL. MOD STD. 8
SHRUBS

ACACIA REDOLENS 'LOW BOY'

LOW BOY BANK CATCLAW
5 GAL. LOW -- 12
ARCTOSTAPHYLOS X 'JOHN DOURLEY`

JOHN DOURLEY MANZANITA
5 GAL. LOW -- 23

CISTUS X SKANBERGII
CORAL ROCKROSE 5 GAL. LOW -- 19
ELYMUS CONDENSATUS `CANYON PRINCE`
CANYON PRINCE WILD RYE 1 GAL. LOW -- 49

LANTANA MONTEVIDENSIS

PURPLE TRAILING LANTANA
1 GAL. LOW -- 12

LOMANDRA LONGIFOLIA PLATINUM BEAUTY

PLATINUM BEAUTY LOMANDRA
1 GAL. LOW -- 38

PHLOMIS FRUTICOSA
JERUSALEM SAGE 1 GAL. LOW -- 6

ROSA X FLOWER CARPET WHITE
FLOWER CARPET ROSE 2 GAL. MOD -- 6

SALVIA LEUCOPHYLLA 'POINT SAL'
POINT SAL PURPLE SAGE 1 GAL. VERY LOW -- 9
SALVIA MICROPHYLLA `HOT LIPS`
HOT LIPS SAGE 1 GAL. LOW -- 16

SYMBOL BOTANICAL / COMMON NAME SIZE WATER USE SPACING QTY

GROUND COVERS
ARCTOSTAPHYLOS UVA-URSI `MASSACHUSETTS`

MASSACHUSETTS KINNIKINNICK
1 GAL. LOW 72" o.c. 20
DIANELLA REVOLUTA 'DTN03'
BABY BLISS™ FLAX LILY 1 GAL. LOW 18" o.c. 161
HYDROSEED: NON-IRRIGATED NATIVE
LANDMARK MIX 36LBS./AC. HYDROSEED NON IRRIGATED -- 26,847 SF

EPILOBIUM CANUM

CALIFORNIA FUCHSIA
1 GAL. LOW 36" o.c. 75
TURF 90/10 TALL FESCUE

FESCUE BLEND
SEED HIGH -- 50,881 SF
BARK ONLY - 3" LAYER --- -- -- 15,445 SF 16 8
172
172

CLEAR VISION

TRIANGLE
(4) 24" BOX
(1) 24" BOX
33 LP-1.0
1"=20'-0"
AM

LANDSCAPE

PLANTING

PLAN & LEGEND
Know what'sbelow.

Call before you dig. R
JM-2

LDR SHIMMER FALLS DRIVE

LIMIT OF WORK
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026 LIMIT OF WORK
JM-83

OPEN SPACE

FUTURE BIKE TRAIL
4965
"I have complied with the criteria of the Water Efficient Landscape Ordinance and applied such criteria for the efficient use of water in the landscape design plan."
WATER EFFICIENT LANDSCAPE ORDINANCE:

Applicant Signature License # Date

9.2.2025

LAKEHAVEN DRIVE

FOR COUNCIL APPROVAL ONLY

34 LP-2.0
1"=20'-0"
AM

LANDSCAPE

CONSTRUCTION

DETAILS
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET
OF SHEETS FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

KCL

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
40 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM REG ISTERED LANDSCAPE ARCH I TECT STATE OF CAL I FORN IAKEV I N C . LEAM No. 4965 Y
12/31/26
Signature Renewal Date Date 2.01.2026

TREE PLANTING A
NOT TO SCALE PR-25026-03
SHR8% PLANTING B
NOT TO SCALE PR-25026-02
GRO8NDCOVER PLANTING C NOT TO SCALE PR-25026-01

1. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.

2. ALL TREES SHALL BE TAGGED AND/OR APPROVED BY OWNER & LANDSCAPE ARCHITECT.

NURSERY SOURCES SHALL BE AT OWNER/LANDSCAPE ARCHITECT'S DISCRETION.

3. ALL SHRUBS AND GROUND COVER AREAS SHALL BE TOP DRESSED WITH A THREE (3") INCH LAYER "WALK-ON" FIR BARK PER PLANS AND SPECIFICATIONS.

4. ALL TREES (EXCEPT IN TURF AREAS), SHRUBS AND GROUND COVERS (INCLUDING THOSE ON SLOPES) SHALL HAVE WATERING BASINS BUILT UP AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOTBALL. TREE AND SHRUB BASINS SHALL BE A MINIMUM OF THREE (3") INCHES HIGH. GROUND COVER BASINS SHALL BE A MINIMUM OF TWO (2") INCHES HIGH.

5. ALL PLANT MATERIALS SHALL BE IMMEDIATELY "HAND" WATERED AFTER PLANTING AND CONTINUALLY MONITORED AND SUPPLEMENTALLY "HAND" WATERED DURING THE CONSTRUCTION AND CONTRACT MAINTENANCE PHASES AS NEEDED.

6. SUBSTITUTION OF PLANT MATERIALS WILL NOT BE ACCEPTABLE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.

7. ALL PLANT MATERIALS DELIVERED TO THE SITE MUST HAVE AT LEAST ONE OF EACH PLANT TYPE TAGGED WITH THE GENUS AND SPECIES CLEARLY MARKED. PLANTS OF THE SAME

GENUS TYPE WITH DIFFERENT SPECIES TYPE WITH DIFFERENT COLOR OR SPECIES VARIATION MUST HAVE ALL OF EACH DIFFERENT SPECIES CLEARLY TAGGED.

8. ALL PLANT HOLES SHALL BE DUG TO A MINIMUM OF TWO (2) TIMES THE PLANT

CONTAINER WIDTH (WIDTH ONLY, NOT DEPTH) AND ALL VERTICAL SIDES IN THE HOLES SHALL BE SHOVEL SCORED. IN NO CASE SHALL SMOOTHLY EXCAVATED SIDES BE ALLOWED FOR PLANTING.

9. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TRANSFORMED INTO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THIS REQUIREMENT. "FRIABLE" MEANS A SOIL CONDITION THAT IS EASILY

CRUMBLED OR LOOSELY COMPACTED DOWN TO A MINIMUM PLANTING DEPTH PER

PLANTING MATERIAL WHEREBY THE ROOT STRUCTURE OR NEWLY PLANTED MATERIAL WILL BE ALLOWED TO SPREAD UNIMPEDED.

10. PREPARE ALL PLANTING AREAS WITH FOUR (4) CUBIC YARDS/1,000 S.F. OF NITROLIZED ORGANIC SOIL CONDITIONER. ROTOTILL EVENLY TO A DEPTH OF SIX (6") INCHES INTO EXISTING SOIL.

11. PROVIDE SOILS FERTILITY TEST, AS PER SPECIFICATIONS, TO LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH WORK. PREPARE ALL PLANTING AREAS WITH THE MINIMUM OF SOIL CONDITIONER AS STATED IN NOTE #10 ABOVE, OR AS PER RECOMMENDATIONS OF SOILS FERTILITY TEST, WHICHEVER IS GREATER. PROVIDE FERTILIZER PER SOILS FERTILITY REPORT. ROTOTILL EVENLY TO A DEPTH OF SIX (6") INCHES INTO EXISTING SOIL.

12. IF ANY PORTION OF THE SITE IS LIME TREATED, THE LANDSCAPE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY WORK IN LIME TREATED SOIL. TYPICALLY, LIME TREATED SOILS ABOVE 1% RESULT IN PH VALUES

AND COMPACTION THAT ARE DELETERIOUS TO PLANT MATERIAL, EVEN WITH AGGRESSIVE AMENDMENTS AND CONDITIONERS. THESE LIME TREATED SOILS MUST BE REMOVED AND REPLACED WITH IMPORT SOILS OF SUITABLE CHEMISTRY AND COMPATIBLE TEXTURE.

THE LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK IN LIME TREATED AREAS UNTIL A RESOLUTION IS PROVIDED IN WRITING.

13. ALL LANDSCAPE BERMS ARE TO BE GRADED SIX (6") INCHES HIGHER THAN THE HIGHEST CONTOUR SHOWN ON PLANS, TYPICAL.

14. ALL LANDSCAPE AREAS WITH A SLOPE OF TWO AND A HALF TO ONE (2-1/2:1) OR GREATER MUST HAVE JUTE NETTING INSTALLED FOR EROSION CONTROL.

15. SHRUB AND GROUND COVER AREAS SHALL BE TREATED WITH CHIPCO RONSTAR 'G' PRE-EMERGENT HERBICIDE. PROVIDE PER MANUFACTURER'S SPECIFICATIONS.

CITY OF ROSEVILLE GENERAL PLANTING NOTES D

SOILS ANALYSIS REPORT

NOT TO SCALE

FOR COUNCIL APPROVAL ONLY

CONDUIT ROUTED BELOW FLOOR / GRADE

CONDUIT ELLED DOWN

CONDUIT ELLED UP

CONDUIT/WIRING CONTINUATION

CONNECTIONS / EQUIPMENT

HEAVY DUTY FUSED DISCONNECT SWITCH

OR JJ JUNCTION BOX JJ WALL-MOUNTED JUNCTION BOX

NON-FUSED DISCONNECT SWITCH

TRANSFORMER

CONDUIT CONCEALED IN WALL OR CEILING SPACE

RACEWAYS

ENCLOSED CIRCUIT BREAKER

DESCRIPTION

CONDUIT/WIRING STUBBED OUT WITH END CAP OR

INSULATED PLASTIC BUSHING
SYMBOL

JUNCTION BOX WITH FLEX CONNECTION TO EQUIPMENT
A. ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION.

B. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS.

C. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS AND TRADES.

D. THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION.

E. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THESE DRAWINGS UNLESS OTHERWISE NOTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD PRIOR TO FABRICATION AND / OR INSTALLATION.

F. THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND /

OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER.

G. ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE ARCHITECT AND OWNER. THE

ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. THE CONTRACTOR SHALL CORRECT ANY AND ALL

WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER.

GENERAL

LIGHTING

NEW WORK
CONDUIT AND WIRE TAG 1 KEYED NOTE

MISCELLANEOUS
B-27,29,31.
#10

BRANCH PANEL

CIRCUIT BREAKER

CURRENT TRANSFORMER M
EQUIPMENT CONNECTION ITEM. REFER TO SCHEDULE

FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED

FLUSH WALL MOUNTED BRANCH PANEL

GROUND ROD

GROUNDING POINT

LANDING LUG

MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL

METER WITH CONNECTION

SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED

UTILITY TRANSFORMER PAD/VAULT

WALL MOUNTING BRACKET

WATER PIPE GROUND CONNECTION

SYMBOL DESCRIPTION
UT

AREA LUMINAIRE ARM MOUNTED WITH POLE AND

CONCRETE BASE

DIGITAL TYPE METER WITH VOLTMETER, AMMETER, KW
METER, KVA METER, KVAR METER, AND %THD METER
BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN
TO PANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12
AWG MINIMUM UNLESS NOTED OTHERWISE. SHORT TICK
MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS
INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK
MARK INDICATES INSULATED GREEN GROUND CONDUCTOR.

SECOND CURVED TICK MARK INDICATES "ISOLATED
GROUND" (GREEN INSULATION WITH YELLOW STRIPE)
CONDUCTOR.

B-27,29,31. N

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OS OCCUPANCY SENSOR

PH PHASE

PNL PANEL

REF REFERENCE

REQD REQUIRED S SWITCH

SIM SIMILAR

TELE TELEPHONE

TTB TELEPHONE TERMINAL BOARD

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED V VOLTS, VOLTAGE

W/ WITH W WIRE, WHITE

WP WEATHERPROOF

XFMR TRANSFORMER A AMPERES, AMBER

AC ALTERNATING CURRENT, AIR CONDITIONER

AFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AVAILABLE INTERRUPTING CAPACITY

AWG AMERICAN WIRE GAUGE

BC BARE COPPER C CONDUIT, CLOSE, CONTROL

CB CIRCUIT BREAKER

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CLG CEILING

COM COMMUNICATION

CT CURRENT TRANSFORMER

CU COPPER

DN DOWN

ECH ELECTRIC CONVECTION HEATER F FUSE

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GRC GALVANIZED RIGID STEEL CONDUIT

KVA KILOVOLT AMPERES

KW KILOWATT

LED LIGHT EMITTING DIODE

MDB MAIN DISTRIBUTION BOARD

MDP MAIN DISTRIBUTION PANEL

MSB MAIN SWITCHBOARD

MT, MTD MOUNT, MOUNTED

MT EMPTY CONDUIT WITH NYLON PULL CORD

N/A NOT APPLICABLE

NEUTRAL

ABBREVIATION DESCRIPTION
(E) EXISTING
(D) DEMOLISH
(N) NEW

DETAIL NUMBER AND SHEET LOCATION XX

EF EXHAUST FAN

PHP PACKAGED HEAT PUMP

MOTOR / ELECTRICAL EQUIPMENT
XX-1
(SEE SCHEDULE) T

PB PULL BOX
E0.1 ELECTRICAL COVER SHEET
E0.2 ONE-LINE DIAGRAM & ELEVATION, FEEDER

SCHEDULE AND LOAD CALCULATIONS
E0.3 TITLE 24 LTO FORMS
E1.0 ELECTRICAL SITE PLAN
E2.0 ELECTRICAL DETAILS
E2.1 ELECTRICAL DETAILS M

ELECTRICAL

COVER SHEET
E0.1
36 ##
H. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL SERVICE REQUIREMENTS WITH ROSEVILLE ELECTRIC.

CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
41 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
250274.00
PM - DESIGN TEAM PROJECT NO.

NH - RK/JC RANCHO CORDOVA, CALIFORNIA
JRC
RK

AS SHOWN
12/2/2025 35 40

FOR COUNCIL APPROVAL ONLY

ONE-LINE DIAGRAM &

ELEVATION, FEEDER

SCHEDULE AND

LOAD CALCULATIONS
E0.2
37 SERVICE PEDESTAL
100A, 120/240V, 1PH, 3W
SITE

LIGHTING
20/1P 20/1P

PEDESTAL

RECEPTACLE (GFCI)

TO LIGHTING

CONTROLS, REFER
TO SHEET E2.1
20/1P

MAIN DISCONNECT
100/2P
GND
NEUT
COPPER
GROUND
ROD M
COPPER
GROUND
ROD

TO UTILITY

TRANSFORMER
12"
63"
7-DAY ASTRONOMIC TIME
SWITCH. REFER TO

LIGHTING CONTROL

WIRING DIAGRAM ON
SHEET ON DETAIL 2/E2.1.

LIGHTING CONTACTOR.

REFER TO LIGHTING

CONTROL WIRING

DIAGRAM ON SHEET ON
DETAIL 2/E2.1.

UTILITY SERVICE PULL

SECTION (PER UTILITY

COMPANY
REQUIREMENTS).

NEUTRAL BUSSING GROUND BUSSING

SITE LIGHTING
3-POSITION LIGHTING

CONTROL SELECTOR
SWITCH. REFER TO

LIGHTING CONTROL

WIRING DIAGRAM ON

SHEET ON DETAIL
2/E2.1.

PADLOCK LATCH.

HINGED

DEADFRONT
DOOR.

QUARTER TURN

DEADFRONT

DOOR LATCH
(TYP. OF 2 MIN.)

SERVICE PEDESTAL

CONVENIENCE
RECEPTACLE (GFCI).

UTILITY METERING

COMPARTMENT
(PER UTILITY

COMPANY
REQUIREMENTS).

UTILITY SERVICE
PEDESTAL. 1234
SPACE
P0
P1 P1 P2 7 6 SERVICE PEDESTAL NAMEPLATE SCHEDULE
No. LETTER SIZE INSCRIPTION 1 3/16" MAIN DISCONNECT 2 3/16" PEDESTAL RECEPTACLE 3 3/16" SITE LIGHTING/CONTROLS 4 3/16" IRRIGATION CONTROLLER 5 3/16" LIGHTING CONTROLS DISCONNECT 6 3/16" LIGHTING CONTROLS HAND-OFF-AUTO 7 1/4" SERVICE PEDESTAL

SERVICE PEDESTAL CONSTRUCTION NOTES

1. EXTERIOR 12 GA. GALVANIZED STEEL AND INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED.

2. CONSTRUCTION SHALL BE NEMA 3R AND 12, RAINTIGHT AND DUSTTIGHT.

3. ALL NUTS, BOLTS, SCREWS AND HINGES SHALL BE STAINLESS STEEL.

4. NUTS, BOLTS & SCREWS SHALL NOT BE VISIBLE FROM OUTSIDE OF PEDESTAL.

5. PHENOLIC NAMEPLATES SHALL BE PROVIDED AS REQUIRED.

6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS BY PERMANENT WIRE MARKERS. STICK ON WIRE MARKERS ARE NOT ACCEPTABLE.

7. A PLASTIC COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR.

8. PEDESTAL SHALL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA STANDARDS.

9. PEDESTAL WILL BE U.L. LISTED AS INDUSTRIAL CONTROL PANELS U.L. 508 FILE NO. E62062

10. EXTERIOR COLOR IS TO BE HUNTER GREEN, REMOVABLE INTERIOR SHEET METAL TO BE WHITE.

LOAD CALCULATION

UTILITY SERVICE PEDESTAL
REQUIRED SERVICE = 120/240V, 1Ø, 3W, 100 AMPS
745 VA/240 VOLTS = 3.1 AMPS
UTILITY SERVICE:

SUB-TOTAL VA735=
SECURITY LIGHT POLE 39= VA
+25% CONTINUOUS VA10=
TOTAL VA745=
PEDESTAL RECEPTACLE VA180=
IRRIGATION CONTROLLER 516= VA
10/1P
I.C.

IRRIGATION
CONTROLLER 5

LIGHTING CONTROLS
DISCONNECT. REFER TO

LIGHTING CONTROL

WIRING DIAGRAM ON
SHEET E-2.1
P5

PULLBOX
P4
P7
P6
LC-1
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
41 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
250274.00
PM - DESIGN TEAM PROJECT NO.

NH - RK/JC RANCHO CORDOVA, CALIFORNIA
JRC
RK

AS SHOWN

PULLBOX,
TYP.

P3
12/2/2025 36 40

FOR COUNCIL APPROVAL ONLY

TITLE 24

LTO FORMS
E0.3
38 CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
41 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
250274.00
PM - DESIGN TEAM PROJECT NO.

NH - RK/JC RANCHO CORDOVA, CALIFORNIA
JRC
RK

AS SHOWN
12/2/2025 37 40

FOR COUNCIL APPROVAL ONLY

ELECTRIC UTILITY POINT OF

CONNECTION
P0
P2 P5 P7
P6

SHIMMER FALLS DRIVE
LAKEHAVEN DRIVE 5 1
SERVICE PEDESTAL 2 3 4

IRRIGATION
CONTROLLER 9 6 8 6 8 1 6 8 P4
P1

LIMIT OF WORK

LAKEHAVEN DRIVE
PB
EXIST. STREET LIGHT

SECURITY
LIGHT 6 10 PB 7 PB 7 8 P3
P3 8 7
11 11

ELECTRICAL

SITE PLAN
E1.0
39 # KEY NOTES:

1. UNDERGROUND ELECTRICAL UTILITY SERVICE CONDUIT,

COORDINATE SERVICE, TRENCH REQUIREMENTS AND ROUTING WITH ELECTRICAL UTILITY COMPANY PRIOR TO INSTALLATION. REFER TO DRY UTILITIES DRAWING FOR ADDITIONAL INFORMATION. FOR
INSTALLATION SEE TYPICAL SECONDARY SERVICE TRENCH DETAIL 4, SHT. E2.0.

2. UTILITY SERVICE PEDESTAL. FOR LAYOUT SEE ELEVATION ON SHEET E0.2. FOR CONNECTIONS SEE ONE-LINE DIAGRAM ON SHEET E0.2.

3. UTILITY SERVICE PEDESTAL CONCRETE PAD, FOR INSTALLATION SEE SERVICE PEDESTAL CONCRETE PAD DETAIL 8 ON SHEET E2.0.

4. UTILITY SERVICE PEDESTAL MOUNTING, FOR INSTALLATION SEE UTILITY SERVICE PEDESTAL MOUNTING DETAIL 7, SHT. E2.0.

5. UNDERGROUND CONCRETE GROUND ROD BOX, FOR INSTALLATION SEE TYPICAL CONCRETE GROUND ROD BOX DETAIL 3, SHT. E2.0.

6. CONDUIT STUB-UP. FOR INSTALLATION, SEE CONDUIT STUB-UP DETAIL 2, SHT. E2.0.

7. UNDERGROUND CONCRETE PULLBOX, FOR INSTALLATION SEE
TYPICAL CONCRETE PULLBOX DETAIL 1, SHT. E2.0.

8. UNDERGROUND CONDUIT. FOR INSTALLATION SEE TYPICAL TRENCH DETAIL 5, SHT. E2.0.

9. IRRIGATION CONTROLLER. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH LANDSCAPE CONTRACTOR.

INSTALL AND CONNECT 5/8" x 8' GROUND ROD WITH #6 CU

CONDUCTOR AT FOUNDATION PER MANUFACTURERS
REQUIREMENTS. FOR INSTALLATION SEE IRRIGATION CONTROLLER DETAIL 6, SHT. E2.0.

10. CITY OF ROSEVILLE STANDARD AREA LIGHT POLE. FOR DESCRIPTION SEE LIGHTING FIXTURE SCHEDULE SHT. E2.1. FOR LIGHT POLE INSTALLATION SEE TYPICAL POLE MOUNTED AREA LIGHT DETAIL 1, SHT. E2.1.

11. FOR UNDERGROUND WORK MAINTAIN REQUIRED CLEARANCES
AROUND TREES PER CITY STANDARDS. REFER TO LANDSCAPE
DRAWINGS FOR TREES.

CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
41 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
250274.00
PM - DESIGN TEAM PROJECT NO.

NH - RK/JC RANCHO CORDOVA, CALIFORNIA
JRC
RK

AS SHOWN
12/2/2025 38 40

FOR COUNCIL APPROVAL ONLY

ELECTRICAL

DETAILS
E2.0
40 BODY

CONCRETE PULLBOX, CHRISTY,

JENSEN, BROOKS, OR APPROVED
EQUAL. SIZE PULLBOX APPROPRIATELY

FOR NUMBER AND SIZE OF CONDUITS
ENTERING AND EXITING. PROVIDE

TRAFFIC RATED LID AND EXTENSIONS
WHERE INSTALLATION REQUIRES.

ALL SPLICES WITH-IN THE CONCRETE

PULLBOX ARE TO BE SEALED WITH AN

INSULATING AND ENCAPSULATING RESIN
PACK, SCOTCHCAST 4 OR EQUAL.

ALL CONDUIT WITH-IN THE CONCRETE

PULLBOX ARE TO BE SEALED WITH

EXPANDING FOAM DUCT SEALANT TO

PREVENT WATER ENTERING CONDUIT
SYSTEM.

ALL CONDUCTORS AND CABLES ARE TO
BE GROUPED AND WIRE TIED EVERY 6"
PER CONDUIT FILL.

GALVANIZED STEEL
LIFTING EYES.

PROVIDE TRAFFIC RATED
LID WITH LABEL "ELECTRIC",
"LIGHTING", OR "SECURITY".

PROVIDE BRASS SWING

BOLTS FOR 'T' LIDS IN

DIAGONALLY OPPOSITE
CORNERS.

CONCRETE
COVER
3" KNOCKOUTS
6" THICK GRAVEL
BASE FOR DRAINAGE.

BODY

CAST IRON COVER
NOTES:

COORDINATE COUPLING LOCATION

TO MATCH LOCATION OF FUTURE
EQUIPMENT WHERE REQUIRED.

GALVANIZED RIGID
STEEL CONDUIT ELBOW.

PROVIDE RIGID STEEL

CONDUIT RISER AS

REQUIRED FOR DEEPER
ROUTED CONDUITS.

PVC SCHEDULE 40,

SIZE AS REQUIRED

ON DRAWINGS
3 MIL MINIMUM

ELECTRICAL TAPE WITH
1/2 WIDTH OVERLAP
RIGID STEEL CONDUIT RISER.

RIGID STEEL CONDUIT COUPLING
& PLUG FOR SPARE CONDUIT(S).

FINISHED GRADE.

COVER MARKED
"GROUNDING ELECTRODE".
12" THICK GRAVEL BASE
FOR DRAINAGE.

CONCRETE GROUND ROD BOX,
CHRISTY F8 OR APPROVED EQUAL.
3/4" x 8' COPPER GROUND ROD.

GROUND ROD/ELECTRODE
CONNECTOR. CADWELD OR
APPROVED EQUAL.

COPPER GROUNDING
ELECTRODE CONDUCTOR. SIZE

AS SHOWN ON SINGLE LINE
DIAGRAM.
18" MIN. - NON-TRAFFIC
24" MIN. - TRAFFIC
FINISH GRADE.

PATCH & MATCH
EXISTING SURFACE.
3" MIN.
3" MIN.
12" MIN.

SCH 40 PVC CONDUIT.

COMPACTED BASE FILL &
FINISH AS NEEDED (95%
COMPACTION MIN.).

SAND BACKFILL OR
CLEAN EARTH.
48" MIN.
(VERIFY WITH

UTILITY)
FINISH GRADE.

PATCH & MATCH
EXISTING SURFACE.
3" MIN.
3" MIN.
12" MIN.
(VERIFY WITH

UTILITY)
SAND BACKFILL OR CLEAN EARTH.

VOLTAGE WARNING TAPE.

COMPACTED BASE FILL & FINISH
AS NEEDED (90% COMPACTION
MIN.).

SCH 40 PVC CONDUIT OR UTILITY
COMPANY APPROVED.

PROVIDE, INSTALL, & COORDINATE

WITH UTILITY COMPANY
REQUIREMENTS.

PROVIDE 2" CLR. CONCRETE
SURFACE TO REBAR. (TYP.)

1. EQUIPMENT BASE TOP SHALL BE LEVEL.

2. 3.

NOTES

FINISH GRADE

PRIOR TO EQUIPMENT BASE INSTALLATION,
COMPACT SOIL UNDER THE BASE TO 95%
RELATIVE COMPACTION.

CONCRETE COMPRESSIVE STRENGTH, 3000
PSI IN 28 DAYS.
1" CHAMFER ALONG EDGE.

SECTION 'A-A'

PLAN VIEW
24"
MIN.
12"
MIN.
3/4" x 8'-0" COPPER GROUND
ROD. PROVIDE SUFFICIENT STUB-UP

FOR CONNECTION OF UTILITY
SERVICE PEDESTAL GROUND.
#4 RE-BAR 12"O.C. EACH WAY.

FINISHED GRADE.

PEDESTAL FLOOR

UTILITY SERVICE
PEDESTAL.
(4) ANCHOR BOLTS,
TYPICAL.

PEDESTAL FLOOR
FRAME.

SECTION VIEW
FRAME.

PEDESTAL
ENCLOSURE.

HILTI 1/2"Ø KB-TZ EXPANSION
ANCHOR w/ 3" EMBED, TORQUED
TO 40 FT-LBS, TYP. OF 4.

CONCRETE PAD.

NON-SHRINK GROUT

AROUND BASE OF
PEDESTAL.

CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
41 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
250274.00
PM - DESIGN TEAM PROJECT NO.

NH - RK/JC RANCHO CORDOVA, CALIFORNIA
JRC
RK

AS SHOWN
12/2/2025 39 40

FOR COUNCIL APPROVAL ONLY

ELECTRICAL

DETAILS
E2.1
41 LCC EQUIPMENT LIST

TAG EQUIPMENT MANUFACTURER/MODEL
PC-1
HS-1
LC-1
CB-1

PHOTOCELL

MINATURE

CIRCUIT BREAKER
(10 AMP, 120 VAC)

LIGHTING

CONTACTOR
(3-POLE, 30 AMP)

SELECTOR
SWITCH
(3-POSITION)

SQUARE D / QOB

OR EQUAL
SQUARE D / CLASS 8903, TYPE L

OR EQUAL
SQUARE D / CLASS 9001K

OR EQUAL
INTERMATIC / K 4136M
OR EQUAL 1
AUTO
OFF
ON 35 PHOTOCELL
TM
10/1
120 VAC, 1Ø H N

SITE LIGHTING CONTROLS

DISCONNECT

LIGHTING

MANUAL ON

LIGHTING

DUSK ON/TC OFF

LIGHTING

CONTACTOR
HS-1

PHOTOCELL
LC-1
20/1
TM
SPARE

LIGHTING

DISCONNECT
TO

SECURITY
LIGHT

LIGHTING

CONTACTOR
TC-1 TIMECLOCK TORK / DWZ100B

OR EQUAL
ON/OFF

TIME CLOCK

TIME CLOCK
ON/OFF 7
CLIENT:

PROJECT:

REVISIONS DATE

ISSUE DATE
DRAWN :

CHECKED :

SCALE: :

SHEET TITLE:

SHEET

OF SHEETS
FUHRMAN LEAMY LAND GROUP HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION OF FUHRMAN LEAMY LAND GROUP. NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING WRITTEN PERMISSION AND CONSENT. 12345 JOB NO. :

FUHRMAN LEAMY

LAND GROUP
DESIGN ¥ SERVICE ¥ SOLUTIONS
CRV: 25026
JM-51 PARK
7060 LAKEHAVEN DRIVE

ROSEVILLE, CA

CITY OF ROSEVILLE
41 CITY OF ROSEVILLE APPROVAL
3400 DOUGLAS BLVD., SUITE 275
ROSEVILLE, CALIFORNIA 95661
916.783.5263 • FLLANDGROUP.COM
250274.00
PM - DESIGN TEAM PROJECT NO.

NH - RK/JC RANCHO CORDOVA, CALIFORNIA
JRC
RK

AS SHOWN
12/2/2025 40 40

FOR COUNCIL APPROVAL ONLY

City Council
Communication
Meeting Date: 3/4/2026
Item #: VII.15
File #: 0704-01-01
Item ID: 2026-122
Title: JM-52 Park Project - Approval of Plans and Specifications and Authorize Staff to Call for Bids
Contact: Josh Cervantes 916-746-1233 [email protected]

SUMMARY
Staff recommends City Council approval of plans and specifications for the JM-52 Park Project and authorize staff to call for bids. The project scope includes a playground, paved and natural walking paths, picnic area and seating, turf area, planting and irrigation. The project is estimated to cost $475,000 for the base bid and will be funded by the JM-52 Neighborhood Park project budget in the Sierra Vista Neighborhood Park Fund.

RECOMMENDATION
Staff recommends that the City Council approve the plans and specifications for the JM-52 Park Project and authorize staff to call for bids.

BACKGROUND
JM-52 Park is a 1.5-acre neighborhood park located at Bright Star Rd. and Misty Ridge Dr. in Sierra Vista.

This park backs up to an open space area. The master plan for this park was approved by the City Council on May 21, 2025. Amenities planned for the park include a playground, paved and natural walking paths, picnic area and seating, turf area, planting and irrigation. Additive alternates have been identified for budget purposes to allow for “menu style” bidding, and include a shade structure, additional turf and irrigation, sod in lieu of seeded turf, and additional concrete pathways. Bids are scheduled to be opened later in March 2026. Staff plans to return to Council in May to seek approval to award the project.

The architect’s estimate for construction for the base bid is $475,000.

FISCAL IMPACT
Funding for construction of this park was included in the FY2025-26 capital improvement project (CIP) budget in the JM-52 Neighborhood Park project in the Neighborhood Park - Sierra Vista Fund.

Maintenance costs will be approximately $16,000/acre/year and will be funded by the Sierra Vista Community Facilities District No. 2 (Public Services). There will be no General Fund impact.

ENVIRONMENTAL REVIEW
Development of the JM-52 Neighborhood Park master plan was previously evaluated in the Sierra Vista Specific Plan Environmental impact Report (EIR) (certified May 5, 2010, SCH No. 2008032115) and identified in the associated Sierra Vista Specific Plan (SVSP). As proposed, construction of the JM-52 Park is within the scope of the project covered by the SVSP Final EIR. As discussed in the Specific Plan EIR, the EIR provides environmental analyses of community infrastructure and facilities, including parks, pedestrian bridges, and bike trails, to the extent applicable. Because the project is consistent with the SVSP Final EIR and Specific Plan, no new effects would be expected to occur and all applicable mitigation

measures from the SVSP EIR will be implemented during the design and construction of the JM-51 Park.

The proposed project meets the requirements identified in Section 15183 of the State CEQA Guidelines, therefore, no additional CEQA review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

4. Invest in well-planned infrastructure and growth

5. Support community engagement and advocacy

6. Deliver exceptional City services
Respectfully Submitted,
Josh Cervantes, Park Development Project Manager
Jill Geller, Parks Recreation and Libraries Director
ATTACHMENTS:

1. Vicinity Map

2. Project Manual

3. Plans
REVIEWERS:

Josh Cervantes, Parks, Recreation, and Libraries Department - Park Development
Created/Initiated -
2/10/2026
Tara Gee, Parks, Recreation, and Libraries Department - Park Development Approved - 2/11/2026 Jill Geller, Parks, Recreation, and Libraries - All Approved - 2/13/2026 Kelly Aye, City Attorney Department Approved - 2/17/2026 Katrina Six, City Clerk Department Approved - 2/17/2026 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 2/17/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 2/18/2026 Michelle Sheidenberger, City Attorney Department Approved - 2/18/2026 Dominick Casey, City Manager Department - City Manager Approved - 2/18/2026 Katrina Six, City Clerk Department Final Approval - 2/19/2026

Swallowtail Dr
Sea Cliff Ct
Gossamer St
vd
Vista Grande Blvd
Swallowtail Dr
Market St
Orange Tip Way
Longmire
White Sands
Market
Canyonland
Gunnison
Summerville
Longmire
Market
Acadia
Brooksleigh
Canyonland
Melars
Market
Pavilion
Skipperling St
Sea Cliff Ct Sea Cliff Rd
Gossamer St
Checkerspot St
Whirlabout St
Skipperling St
Vista Grande Blvd
Vista Grande Blvd
Swallowtail Dr
Checkerspot St
Whirlabout St
Orange Tip Way
Longmire
Mena
Cherry Hill
Mangrove
Tortugas
Arches
Glacier Bay
Gunnison
Brooksleigh
Canyonland
Arches
Glacier Bay
Curry Creek
Pavilion
Sea Cliff Rd
Meta ml ark St Gossamer St
Monarch Grove St
Riding Paths Dr
Meta ml ark St
Vista Grande Blvd
Swallowtail Dr
Marine Blue Ct
Bramblewood Way
Daggerwing Ct
Monarch Grove St
Feezer
Ivory Gables St
Bright Star Rd
Scotch Pine Dr
Bramblewood Way
Longmire
Wind Cave
Bright St ar Rd
Brooksleigh
Pavilion
Vista Grande Blvd
Shimmer Falls Dr
Upland Dr
Vista Grande Blvd
Vista Grande Blvd
Riding Paths Dr
Upland Dr
Swallowtail Dr
Scotch Pine Dr
Misty Ridge Dr
Curry Creek Upland Dr
Scotch Pine Dr
Misty Ridge Dr
Arbor Ridge Dr
Upland Dr Upland Upland
Vista Grande Blvd
Shimmer Falls Dr
Concord View Way
King Mountain Dr
Yorktown Dr
Hudson Cove Dr
Arbor Ridge Dr
Sag Harbor Dr
Yorktown Dr
Shasta Daisy Cir
Bee Balm Ct
Vista Grande Blvd
Vista Grande Blvd
Concord View Way
Fiddyment Rd
Fiddyment Rd
Sag Harbor Dr
King Mountain Dr
Concord View Way
Hudson Cove Dr
Fiddyment Rd
Fiddyment Rd
Arbor Ridge Dr
Goldbloom Pl
Shasta Daisy Cir
Blue Pond Dr
Fiddyment Rd
Fiddyment Rd
Meadow Bloom Ct
Shasta Daisy Cir
Fiddyment Rd
Fiddyment Rd
Fiddyment Rd
Fiddyment Rd
Sources: Esri, TomTom, Garm
JM-52
JM-52 Park
Vicinity Map

Project Manual for the
JM-52 Park Project
March 2026
The latest edition of the City of Roseville Parks Construction Standards are incorporated by reference as a part of this Project Manual. The Parks Construction Standards can be purchased at the address listed below.

Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville, California 95678
www.roseville.ca.us

FOR COUNCIL ONLY NOT FOR CONSTRUCTION

(916) 774-5505 • (916) 773-5595 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/parks Notice to Bidders
DATE: March 5, 2026
TO: Prospective Bidders
FROM: Joshua Cervantes, Park Development Project Manager RE: JM-52 Park Project
Project Description: The City of Roseville is now accepting bid proposals for the JM-52 Park Project from pre-qualified Prime Contractors. The scope of work for the base bid includes, but is not limited to, grading and utilities, a playground, seated picnic area, walking paths, turf area, planting and irrigation. Additive alternates include furnishing and installation of a shade structure, additional turf and irrigation, sod in lieu of seeded turf, and additional concrete pathways.

Prime Contractors: At this time, this project is only available for bidding by Prime Contractors listed on the City of Roseville Parks, Recreation and Libraries 2026 Pre-Qualified Contractor List. Please see attached Pre-Qualified Prime Contractors memo for more information.

Subcontractors: The City reserves the right to conduct a post-bid qualifications review of any subcontractors if deemed necessary.

Contract Documents: A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained online from the City of Roseville’s website at www.roseville.ca.us/business/procurement_services/bids_rfps. Potential bidders are advised to obtain all documents and specifications related to this project directly from the City of Roseville / Public Purchase.

The City of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained through outside sources other than the City of Roseville. Furthermore, the City does not guarantee the distribution of any addendums or the accuracy of their content if obtained from a third party.

Engineer’s Estimate: The engineer's estimate for construction of the base bid items is $475,000.

Questions: The deadline for submission of questions and clarifications regarding the Contract Documents is Tuesday, March 17, 2026 at 5:00 p.m. In order to meet the required timeline to issue addenda, questions will not be accepted after this date. Only Addenda issued by the City are binding. All questions shall be directed to the attention of Joshua Cervantes either via e-mail at [email protected], or Public Purchase at https://roseville.ca.us/rfp.

Pre-Bid Conference: There is NO pre-bid conference for this project.

Bid Deadline: Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. on Tuesday, March 24, 2026. The proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville in the City Clerk’s Office at 3:05 p.m. on that same day.

The July 2025 edition of the City of Roseville Parks Construction Standards will be applicable to this project.

The successful bidder will be required to use the standards contained in the book for the construction of this project.

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville, California 95678

FOR COUNCIL ONLY NOT FOR CONSTRUCTION

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678
To the successful bidder:

In order to move forward with the award of this project, the City of Roseville requests that you submit the following documents:

1. Please return two, original signed agreements OR a PDF of original signatures if unable to get originals. Corporations require two corporate signatures –OR- one corporate signature and a corporate seal. For a listing of accepted signatures, please see below *.

* In accordance with Section 313 of the California Corporations Code, any document executed by a corporation requires the signature from at least one person from EACH of the following two groups:

GROUP ONE GROUP TWO

Chairman of the Board Secretary
President Assistant Secretary
Vice President Chief Financial Officer
Assistant Treasurer

If an officer holds a title in each of the above groups (dual title), that officer may sign for each of the two groups by two separate signatures with the appropriate title listed with his or her signature.

There are also two exceptions whereby we would accept only one signature:
- One corporate signature AND a corporate seal
-OR-
- They are able to provide a current resolution from their Board of Directors, stating that a particular person has the sole authority to bind the corporation.

2. Public Works Faithful Performance Bond – fully executed and notarized.

3. Public Works Labor and Materials Payment Bond – fully executed and notarized.

4. Insurance - fully executed and notarized.

We request that all documents be received by April 3, 2026.

The Parks, Recreation & Libraries Department requires submittal of all of the above executed documents prior to City Council bid award.
916.774.5505 phone
916.774.5251 fax
www.roseville.ca.us

FOR COUNCIL ONLY NOT FOR CONSTRUCTION

[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
General Conditions for Buildings and Grounds GC
Supplemental Conditions SC
Specifications SPEC
Drawings DRAW
Assembly Bill No. 626 AB 626

FOR COUNCIL ONLY NOT FOR CONSTRUCTION

NTC - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

CITY OF ROSEVILLE
DEPARTMENT OF _________________
Name of Project:______________________________________________

NOTICE TO CONTRACTORS
NOTICE IS HEREBY GIVEN THAT sealed Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until ___________________________ at 3:00 p.m. Late Proposals will be rejected. No exceptions.

The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on _____________________, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project:
_____________________________________________________________________________.

A pre-bid meeting will be held at ____________________________________________ ______________________________________________.

A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.

Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as

FOR COUNCIL ONLY NOT FOR CONSTRUCTION

NTC - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] follows:
[NAME OF PROJECT]
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.

Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, Certified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.

To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.

Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.

Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.

The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.

Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.

The City has determined that the Contractor shall possess a valid Class ___, _______________________ Contractor's license at the time that the bid is submitted, as well as any other license classification as may be required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.

The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 5 “Legal Relations and Responsibility” of the General Conditions.

Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Vehicles with a GVWR greater than 8,500 lbs. and light – duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions and air pollutants. For more information, please visit the CARB Advanced Clean Fleets

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. In addition, certain off-road diesel vehicles may be subject to the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation webpage at https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueledfleets-regulation.

All questions prior to the deadline for bid submissions shall be directed to the attention of ______________________________ via ________________________________ _______________________________. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding. ___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]

INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in the General Conditions Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.

The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.

No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.

Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.

Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.

The Proposal and one (1) copy thereof shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.

All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.

The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.

If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.

Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.

No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of onehalf of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions. 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.

All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.

All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.

Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP11). 2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified,

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.

A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.

The City may correct any mathematical errors apparent on the face of the bid.

The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.

Amounts for Allowance bid items must be entered in the exact amount in the Amount column.

The prices included within the Schedule of Bid Prices shall include all costs for labor,

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.

The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.

Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the General Conditions, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.

Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.

Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.

The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.

The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work under a bid item will be performed during the course of the Project or that the Work will be

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] performed at the quantities included in the Schedule of Bid Prices. As provided in the General Conditions, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.

The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.

In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.

All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.

Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2)

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.

Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.

All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the General Conditions, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.

Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the General Conditions. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.

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[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:

City of Roseville Business License No.

The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.

The Notice to Contractors, Instructions to Bidders, Form of Agreement, Specifications, General Conditions, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.

The work to be done is described in the Bidding Documents entitled _______________ ____________________________________________________, City of Roseville, California.

This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.

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