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2024/02/22 Planning Commission Resolution 2024-03PLANNING COMMISSION RESOLUTION NO. 2024-03 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK APPROVING A SITE PLAN AND ARCHITECTURAL REVIEW AND CONDITIONAL USE PERMIT TO ALLOW THE DEVELOPMENT AND OPERATION OF A VEIDCLE DEALERSHIP AND RENTAL BUSINESS (PAPE MACHINERY) AT 5300 COMMERCE BLVD (APNs 143-021-013 & 006) WHEREAS, the applicant, Steve Martin, PE, filed Planning Application No. PROJ22-0001 for a Site Plan and Architectural Review and a Conditional Use Permit for the development and operation of a retail and service shop brulding and a storage building at 5300 Commerce Boulevard, in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Application No. PROJ22-0001 was processed in the time and manner prescribed by State and local law; WHEREAS, on February 22, 2024, the Planning Commission reviewed Planning Application No. PROJ22-0001, at which time interested persons had an opportunity to testify either in support of or opposition to the project; and WHEREAS, at the February 22, 2024 Planning Commission meeting, upon considering all testimony and arguments, if any, of all persons desiring to be heard, the Commission considered all the facts relating to Planning Application Nos. PROJ22-0001. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the above recitations are true and correct. Section 2. Factors Considered for Site Plan and Arch.itectural Review. The Planning Commission, in approving Planning Application No. PROJ22-0001 makes the following findings pursuant to Rohnert Park Municipal Code 17.25.033: A.That the development's general appearance is compatible with existing development and enhances the surrounding neighborhood, because the building is a primarily single-story building designed with materials, colors, and roof designs similar to other buildings in the vicinity. Buildings nearby mainly consist of light industrial and commercial uses in one-and two-story office and warehouse structures. Many of these have similar features to the proposed development, including similarities in roof pitch, roll-up doors, and neutral colors with brighter accents. The proposed development would enhance the neighborhood with its high-quality materials and cohesive site design. B.That the development incorporates a variation from adjacent on-site and off-site structures in height, bulk, and area; arrangement on the parcel; openings or breaks in the facadefacing the street; and/or the line and pitch of the roof, because the primary building includes a showroom, showroom tower, and service center with variations in roof pitch, material, height, and bulk, and has glazing on the primary fa9ade facing the street. The smaller storage and wash bay building also provides variety in building area while maintaining a compatible building design. 1 Reso 2024-03 I C.That the development will be located and oriented in such a manner so as to provide pedestrian, bicycle and vehicular connections with adjacent properties, as appropriate, and avoids indiscriminate location and orientation, because the project is designed to provide appropriate circulation for customers, employees, business, and safety considerations. The project includes automobile, trailer, and bicycle parking at various locations on-site, providing thoughtful access to the different facilities. The project will provide multiple points of access to the street, including a new service entrance on Commerce Blvd, a main entrance on Cascade Court, and an additional gated entrance further into Cascade Court. The main customer parking, including accessible parking, is located near the entrance to the sales office. Section 3. Factors Considered for Conditional Use Pern1jt. The Planning Commission in approving Planning Application No. PROJ22-0001, makes the following findings pursuant to Rohnert Park Municipal Code 17.16.040 and 17.27.100: A.That the proposed location of the conditional use is in accord with the objectives of the City of Rohnert Park Zonino-Ordinance and the purpo es of the di trict in which the site is located, because the project is located within the IL-C Zone (Limited Industrial District, Commercial Overlay) and the Industrial General Plan land use designation of the property, which is intended to accommodate campus-like environments for corporate headquarters, research and development facilities, offices, light manufacturing and assembly, industrial processing, gener al service, warehousing, storage and distribution, and service commercial uses. The proposed development of and operation of a service and retail building and a storage and wash bay building is consistent with the objectives of the Zoning Ordinance and the intent of this district. The parking provided is sufficient to provide for the use provided, achieving the objectives of the Zoning Ordinance. B.That the proposed location of the conditional use and the conditions under which it is operated or maintained will not be detrimental to the public health, safety, or welfare, or materially injurious to properties or improvements in the vicinity, because the proposal, including the site layout and operation of the business, has been carefully reviewed and conditions will be imposed that should mitigate any concerns related to the facility with regard to safety or nuisance that may arise. The provided parking is shown to be sufficient and the parking and circulation provided will serve the project safely without impacting properties or improvements in the vicinity. Surrounding properties are all of compatible industrial and commercial uses. C.That the proposed conditional use will comply with each of the applicable provisions of Title 17 of the City of Rohnert Park Municipal Code because the proposed project is consistent with the intent of the zoning district and its various development standards including height, setbacks, and lot coverage. The parking provided complies with these standards through the issuance of a conditional use permit for a twenty-two percent reduction in required parking spaces, as allowed by the Code. The parking provided meets the objectives of the Title by providing parking consistent with the need of the use and thoughtfully arranging these parking spaces on the site. Staff has reviewed the proposal in conjunction with standards set forth in Chapter 17.07. Land Use Footnotes/Special Provisions, and these standards have been 2 Reso 2024-03 included within the proposed conditions. A violation of a condition of approval or a provisionof Title 17, Zoning, may cause a conditional use permit to be revoked or modified as set forthin Chapter 17 .25 of the Rohnert Park Municipal Code.Section 4. Environmental Clearance. The project has been analyzed for compliance with therequirements of the California Environmental Quality Act (CEQA). Because no new environmentalimpacts were found, an addendum to the previously adopted Central Rohnert Park PriorityDevelopment Area Plan Environmental Impact Report (PDA EIR) was prepared in conformance withthe California Environmental Quality Act (CEQA Guidelines § 15164).NOW THEREFORE BE IT RESOLVED, that the Planning Commission does herebyapprove Planning Application No. PROJ22-0001, as shown in the Plan Set, attached as Exhibit A,and subject to the Conditions of Approval, attached as Exhibit B. BE IT FURTHER RESOLVED that said action shall not be deemed final until the appealperiod has expired and that the appeal period shall be ten ( 10) working days from the date of saidaction. No building permits shall be issued until the appeal period has expired, providing there are noappeals.DULY AND REGULARLY ADOPTED on this 22nd day of February, 2024 by the City ofRohnert Park Planning Commission by the following vote:A YES: -:!J NOES: _,Cy" ABSENT: ;l, ABSTAIN:�AUSTIN-DILLON ,�1£1,,c ...rEPSTEIN � AM,¾£_ ORLOFF� STRIPLEN �-arles Striplen, Vice Chairperson, Rohnert Park Planning CommissionClotile Blanks, Recording SecretaryExhibit A: Plan SetExhibit B: Conditions of Approval3 Reso 2024-03 Steve Martin Associates PROJECT NARATIVE 12/2/2021 Papé Machinery 5300 Commerce Boulevard, Rohnert Park, CA APN 143-021-013 & 006 The proposed Papé Machinery project involves the redevelopment of the 8.12 acre property located at 5300 Commerce Boulevard in Rohnert Park, California. The site was previously the home of Yardbirds Home Improvement Store and, prior to, Boise Cascade Lumber business. Currently, the entire site is covered with existing asphalt paving and concrete slab on grade with perimeter landscaping on the frontage of Commerce Boulevard and Cascade Court (APN 143-021-013) and a grass storage yard on the east parcel (APN 143-021-006). The proposed new Papé Machinery project will include the following: •54,700 SF retail and service shop building: o 1st Floor 7,375 SF Retail Sales and Administration o 1st Floor 6,560 SF Parts & Tools Storage o 1st Floor 2,865 SF Service Center o 1st Floor 32,000 SF Service Shop o 2nd Floor 5,900 SF Administration & Training •6,000 SF storage and equipment wash building •Utilization of existing west commercial entrance on Cascade Court for customers, employees, and deliveries •New asphalt paved parking (73 spaces) for customers and employees. •Utilization of existing dual gated commercial entrance on Cascade Court primarily for trucks and equipment use •New landscaping and stormwater treatment features •Utilization of existing site infrastructure including primary electrical service, storm drain system, fire protection yard piping and appurtenances, water, and sewer connections The existing Papé Machinery business located at 5380 Commerce Boulevard is planned to be relocated to the new development. •Hours of facility operation to be: o 6:30 AM – 6:00 PM Weekdays o 6:30 AM – 5:00 PM Weekend days •Customer opening hours: o 7:00 AM – 5:00 PM Weekdays Exhibit A Papé Machinery Page 2 of 3 12/1/2021 Steve Martin Associates \\smaram\projects\sma\2020 sma projects\2020007 pape' machinery\use permit application\project narrative 20211201.docx Business Description: Through the existing Rohnert Park dealership, Papé Machinery markets excavator, backhoe, bulldozer, and forestry equipment products to the North Bay region. Equipment rental, sales, repair, replacement parts, and transaction-related financial services are provided to equipment customers. Based on similar sized and operated facilities owned by Papé Machinery, the projected number of users include 30 full time employees per day and 25 customers on a peak day. Facility & Site Characteristics: For the proposed new buildings, engineered steel construction with appropriate siding and a block wainscot will be utilized, with design features to create an attractive presence that is also loyal to the brand. Facility footprint square footages will be allocated approximately 58% to the service shop, 12% to the parts storage warehouse, and 30% to general and office areas. Building height is planned to be 30’ maximum. The development requires wide, convenient driveway access to allow for tractor-trailer combination vehicles to safely enter the site and to circumnavigate the building, an important factor for traffic flow at an equipment dealership. Lot surfaces would be a mixture of impervious surfaces, including concrete and asphalt, and pervious asphalt if needed. The operation is not a significant generator of noise or vibration. Repair work and its attendant tool noise is primarily performed within the enclosed facility. Some of the equipment is electrically powered and, as such, generates little noise. The site would be equipped with a tractor wash station, with recycled wash water which is filtered to comply with requirements for discharge into sanitary sewer. The wastewater treatment systems employed remove all physical particles down to 20 microns and remove all free oil droplets 1 micron and larger. Approximately three tractor washes would occur each day. Combustibles Inventory: The site would also be outfitted with above-ground propane and diesel fuel storage tanks that will comply with Title 22, SPCC Plan requirements, and all other applicable codes. The operation inventories a variety of ordinary industrial lubricants and combustibles that are used for repairing and outfitting machines and are also stocked for retail sale. Signage: Excellent signage is very important to the representation of the Papé, Kenworth, and the other partner brands. Retail traffic is influenced by the visibility of signage from major arterials, which drives sales and resultant tax generation. To maximize this property’s Exhibit A Papé Machinery Page 3 of 3 12/1/2021 Steve Martin Associates \\smaram\projects\sma\2020 sma projects\2020007 pape' machinery\use permit application\project narrative 20211201.docx excellent Commerce Blvd. location, a well-developed sign package and equipment frontage display is proposed. Exhibit A SURVEY POINT 100 101 99 99 98 100 99 98 99 98 99 9 8 97 97 99 9 8 SURVEY POINT WB-62 - I n t e r s t a t e S e m i - T r a i l e r ST A A S t a n d a r d D e s i g n V e h i c l e FUEL TANK1,000 GAL FRESH OIL TANK5,000 GAL UP1.0 OV E R A L L S I T E P L A N 0 80'40' SCALE: 1" = 40' 120' 3 5 8 . 5 8 ' 207.51 ' 133.69'455.27' 318.70' 14 0 . 0 0 ' AP P R O X . 2 4 5 ' F R O N T A G E CASCADE COURT CO M M E R C E B O U L E V A R D APPROX. 117' AP P R O X . 4 1 0 ' EXISTING FIELD (PARCEL 2) NEW BUILDING 54,700 SF 60 ' 72 ' 84 ' 112'-8" 246' NEW AC PAVEMENT NEW LANDSCAPING NEW AC PAVED PARKING NEW CONCRETE APPLICANT APN:143-021-013 JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net 10' 15 ' S E T B A C K 48' 10 ' 10 ' 10' MOVE (E) FIRE HYDRANT (E) TRANSFORMERS (E) 1200 AMP MSB 94 ' NEW STORAGE & WASH BAY 6,000 SF21' EARTHWORK EQUIPMENT TESTING AREA 7,500 SF10 0 ' 75' APN:143-021-006 158' SECURE ATTACHMENT STORAGE AREA 8,500 SF 92'-6" SCALE 1:40 OVERALL SITE PLAN1 NEW PERIMETER SECURITY FENCING, TYP. SVC. AWNING NEW SERVICE ENTRANCE NEW 35' GATED ENTRANCE ±100' TRAILER PARKING 15' 68' 67' 13 7 ' 34'-11" NEW CONCRETE NEW AC PAVEMENT EXISTING LOT (PARCEL 1) SITE DATA TABLE ZONING IL-C (INDUSTRUAIL COMMERCIAL OVERLAY) COMBINED LOT SIZE 8.12 ACRES TOTAL LOT SIZE PARCEL 1 (APN 143-021-013)6.31 AC. LOT SIZE PARCEL 2 (APN 143-021-006)1.81 AC. LOT COVERAGE = 54,800 SF 1.25 ACRES / 15.3% NEW ADMIN BUILDING AND SERVICE CENTER 54,700 SF FOOTPRINT = 48,800 SF FIRST FLOOR SALES & ADMIN 7,375 SF PARTS & TOOLS 6,560 SF SERVICE CENTER 2,865 SF SERVICE SHOP 32,000 SF SECOND FLOOR ADMIN & TRAINING 5,900 SF NEW WASHBAY & STORAGE BUILDING 6,000 SF FOOTPRINT = 6,000 SF STORAGE 4,360 SF COVERED WASH BAY 1,640 SF COMBINED BUILDING AREA 60,700 SF TOTAL PARKING SUMMARY (81 SPACES REQUIRED)84 SPACES TOTAL STANDARD PARKING SPACES 72 SPACES ADA PARKING SPACES 4 SPACES SEMI-TRAILER PARKING SPACES 8 SPACES LEGEND DRAWING LIST UP1.0 OVERALL SITE & CIRCULATION PLAN UP1.1 PARTIAL SITE PLAN - FACILITY UP1.2 PARTIAL SITE PLAN - YARD UP1.3 LANDSCAPE PLAN & EXTERIOR LIGHTING PLAN UP2.0 FIRST FLOOR PLAN UP2.1 PARTIAL 1ST FLOOR - ADMIN & SHOWROOM UP2.2 PARTIAL 1ST FLOOR - SERVICE SHOP UP2.3 PARTIAL 2ND FLOOR UP2.4 STORAGE FACILITY & WASH BAY UP3.0 ELEVATIONS - MAIN FACILITY UP3.1 ELEVATIONS - STORAGE FACILITY & WASH BAY UP3.2 TRASH ENCLOSURE, PERIMETER FENCE & GATES UP4.0 GRADING & UTILITY PLAN L1 ILLUSTRATIVE SITE PLAN L2 IRRIGATION CONCEPT PLAN L3.1 PRELIMINARY PLANTING PLAN L3.2 TREE REMOVAL PLAN L4 LANDSCAPE DETAILS L5 LANDSCAPE SPECIFICATIONS E001 ELECTRICAL LEGEND AND ABBREVIATIONS E003 PHOTOMETRIC CALCULATIONS E101 ELECTRICAL SITE PLAN E501 ELECTRICAL DETAILS E502 ELECTRICAL DETAILS 94 ' 60 ' - 8 " 84 ' - 4 " 57 ' STANDARD PARKING STALL, TYP OF 72 ADA PARKING STALL, TYP OF 4 NEW BIO- RETENTION SWALE 51 ' NEW CONCRETE LOADING RAMP NEW MAIN SIGN LA N D S C A P E 757.44' NEW COVERED TRASH ENCLOSURE 8 TREES TO BE REMOVED, TYP. 588.96' 3 9 . 3 8 ' NEW AG BASE SERVICE YARD VEHICLE PATH SHOWN FOR REFERENCE (E) FIRE HYDRANT (E) FIRE HYDRANT (E) FIRE HYDRANT NEW CONCRETE 72 ' - 9 " ROOFTOP AC UNITS, TYP. NOTES: 1. BASIC CONSTRUCTION CONTROL MITIGATION MEASURE 3.1-1 & CONSTRUCTION MITIGATION MEASURE 3.1-4 FOR FUGITIVE DUST EMISSIONS PER CENTRAL ROHNERT PARK PRIORITY DEVELOPMENT AREA PLAN DRAFTER EIR ARE REQUIRED. 2. CONSTRUCTION SWPPP REQUIRED. 3. INDUSTRIAL SWPPP REQUIRED. 4. A FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ALL NEWLY CONSTRUCTED COMMERCIAL BUILDINGS. Exhibit A SURVEY POINT 99 98 99 98 99 9 8 97 97 99 9 8 SURVEY POINT SD FUEL TANK1,000 GAL FRESH OIL TANK5,000 GAL 0 40'20' SCALE: 1" = 20' PA R T I A L S I T E P L A N FA C I L I T I E S 60' CASCADE COURT CO M M E R C E B O U L E V A R D 26 ' 84 ' - 2 " 16 ' NEW SECURITY GATE 36' NEW CONCRETE NEW AG BASE 39'-6"20' 5' 9' NEW AC PAVEMENT NEW CONCRETE EMPLOYEE PARKING (11 SPACES) NEW BUILDING 54,700 SF (FF 99.10) SEE SHEET UP2.0 SERVICE SHOP 32,000 SF SALES / ADMIN LOWER- 7,375 SF UPPER - 5,900 SF PARTS / TOOLS 6,560 SF 20 ' 29 ' - 7 " DELIVERIES 20' BAY DOOR, TYP. OF 20 CUSTOMER PARKING (16 SPACES) COMPACT PARKING (10 SPACES) LA N D S C A P E (E) MAIN ENTRANCE 290'-4"126' 16 0 ' - 8 " 10 9 ' - 1 0 " 56 ' NEW COVERED TRASH ENCLOSURE SEE SHEET UP3.2 COVERED DRIVE-THRU WASH BAY 1,640 SF NEW SECURITY GATE COVERED WORK AREA DASHED LINE REPRESENTS AWNING, TYP. 20 ' 29 ' DEMO CURBS SHOWN WITH DASHED LINE, TYP. DEMO (E) CURB CURBS & LANDSCAPE TO BE DEMOLISHED SHOWN WITH DASHED LINE, TYP. EXTEND (E) CURB CONNECT TO EXISTING SIDEWALK FUEL TANK AREA EXISTING STORM DRAIN, TYP. NEW PARKING ISLANDS AND LANDSCAPING, TYP. DEMO (E) CURB HEAVY SOLIDS SEPARATION PIT JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net MOVE EXISTING FIRE HYDRANT (E) TRANSFORMERS (E) 1200 AMP MSB EXTEND (E) CURB 32'-8" 10'-8" 16'-8" 94 ' - 0 " NEW MAIN SIGN 87'-4" 120' STORAGE 4,360 SF WA S H EQ U I P . 50 ' SCALE 1 : 20 PARTIAL SITE PLAN - FACILITIES1 88' 13 ' - 6 " 31'-3" NEW BREAK / PICNIC AREA GATED ACCESS TO STORAGE YARD GATED ACCESS TO STORAGE YARD SECURE ATTACHMENT STORAGE YARD 8,500 SF 100' 83 ' 72 ' - 8 " 38' 88 ' SVC. CNTR. 2,865 SF NEW SERVICE ENTRANCE UP1.1 SERVICE AWNING (20' HIGH CLEARANCE) 20 ' 64' REMOVE ISLAND & RE-LANDSCAPE NEW CONCRETE NEW CONCRETE CAB DISPLAY PARKING (8 SPACES) 12 ' 28' NEW STORAGE & WASH BAY 6,000 SF APPLICANT APN:143-021-013 EXISTING LOT (PARCEL 1) LA N D S C A P E DEMO (E) GATE 5' DEMO (E) GATE 8 TREES TO BE REMOVED , TYP. EMPLOYEE PARKING REMOVE EXISTING TREE (E) FIRE HYDRANT (E) FIRE HYDRANT NEW CONCRETE 72 ' - 9 " 50' - 3 " DEMO CURBS SHOWN WITH DASHED LINE, TYP. ROOFTOP AC UNITS, TYP. ELEV. Exhibit A FRESH OIL TANK5,000 GAL 100 101 99 99 98 100 99 98 0 40'20' SCALE: 1" = 20' SERVICE YARD PA R T I A L S I T E P L A N - Y A R D 60' CASCADE COURT DEMO EXISTING GATE NEW LOADING RAMPS DEMO EXISTING CURB REMOVE (E) CURB & LANDSCAPING AS SHOWN CURBS & LANDSCAPE TO BE DEMOLISHED SHOWN WITH DASHED LINE, TYP. 8 TREES TO BE REMOVED EXISTING STORM DRAIN, TYP. JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE RE9ISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net MOVE EXISTING FIRE HYDRANT 28 ' 40' NEW AG BASE NEW EARTHWORK EQUIPMENT TESTING AREA 7,500 SF SCALE 1 : 20 PARTIAL SITE PLAN - YARD1 NEW 35' GATED ENTRANCE 99' 50 ' - 8 " 27 8 ' 154' UP1.2 SEM I - T R A I L E R PAR K I N G 50'-4"75' 10 0 ' 20 ' NEW CONCRETE NEW CONCRETE NEW AC PAVED ENTRANCE EXISTING FIELD (PARCEL 2) APPLICANT APN:143-021-013 APN:143-021-006 EXISTING LOT (PARCEL 1) NEW EMPLOYEE PARKING 20 ' 10' 9' 20 ' SEMI-TRAILER TURN-AROUND PATH SHOWN FOR REFERENCE NEW BIO-RETENTION SWALE NEW SERVICE BUILDING NEW AB BASENEW AC PAVING Exhibit A 0 32'16' SCALE: 1/16" = 1'-0" JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net PARTS WAREHOUSE 6,560 SF TOOLS 400 SF SERVICE SHOP 32,000 SF UP2.0 OV E R A L L FL O O R P L A N SALES & ADMIN OFFICES 7,375 SF 48' DASHED LINE REPRESENTS ROOF LINE ABOVE, TYP. CANOPY AREA CANOPY AREA DASHED LINE REPRESENTS ROOF LINE ABOVE, TYP. LUBE & MECH ROOM 210 SF 290'-0"88'-0" 16 0 ' - 0 " 88 ' - 0 " 72 ' - 0 " 20 ' - 0 " 30'-0" 11 0 ' - 0 " 15 0 ' 14'-0" 2' - 0 " 18 ' - 0 " 276'-4"126'-0" 20'-0", TYP OF 10 BAY DOORS 6'-8" 29 ' - 0 " 8'-0"6'-0" 6'-8" 7' - 0 " 38'-0" 12'-0"16'-0" 16 ' - 0 " SERVICE CENTER 2,865 SF 79933'-8" SEE SHEET 2.1 FOR ENLARGED ADMIN AREA SEE SHEET 2.2 FOR ENLARGED SERVICE SHOP AREA Scale: 1/16" = 1'-0" FIRST FLOOR PLAN1 Exhibit A KENWORTH PARTS PAPE PARTS SERVICE COUNTER SERVICE LOUNGE SHOWER ROOM VENDING SE R V I C E A G E N T S RECEPTION PARTS COUNTER PARTS COUNTER SE R V I C E CO U N T E R PARTS MANAGER PARTS/TOOL CHECK-IN SVC. SUPERVISOR SVC. ADMIN SVC. MANAGER DISPATCH MEN WOMEN MEN'S LOCKER ROOM HAND WASH WOMEN'S LOCKER ROOM JANITORIAL TERRITORY MANAGERS STORAGE ADMIN BREAK SERVICE BREAK COPY SMALL CONF. SALES ADMIN. RENTAL MANAGER TOOLS ELEV. STAIRS SERVICE AWNING JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net PARTS WAREHOUSE 6,560 SF UP2.1 PR E L I M I N A R Y F L O O R P L A N PA R T S W A R E H O U S E , SH O W R O O M & A D M I N A R E A S SALES & ADMIN OFFICES 7,375 SF 0 16'8' SCALE: 1/8" = 1'-0" 24' SE R V I C E S H O P A R E A SE E S H E E T U P 2 . 2 Scale: 1/8" = 1'-0" FLOORPLAN - PARTS, SHOWROOM & ADMIN1 7' - 0 " 38'-0"49'-10"38'-2" 72 ' - 0 " 16 0 ' - 0 " 88 ' - 0 " 88'-0" 13'-8"11'-0"11'-0"11'-0"20'-6"20'-2" 16 ' - 0 " 24'-0" 22 ' - 4 " 85 ' - 6 " 5'-0" 20'-0" 20 ' - 0 " 13'-6" 10 ' - 6 " 20'-0"17'-0" 8'-2" 6'-8" 14 ' - 0 " 4' - 6 " 22 ' - 0 " 5' - 6 " 34'-3" 62 ' - 4 " 16'-0"12'-0" 16 ' - 0 " 6'-0" 23'-0" 23 ' - 6 " 16'-0" SERVICE CENTER 2,865 SF 126'-0" Exhibit A 0 16'8' SCALE: 3/32" = 1'-0" JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net SERVICE SHOP 32,000 SF UP2.2 PR E L I M I N A R Y F L O O R P L A N SE R V I C E S H O P 32' DASHED LINE REPRESENTS ROOF LINE ABOVE, TYP. CANOPY AREA DASHED LINE REPRESENTS ROOF LINE ABOVE, TYP. Scale: 3/32" = 1'-0" FLOORPLAN - SERVICE SHOP1 6" Ø, CONCRETE FILLED, STEEL BOLLARD, 4' HT, 3' DEEP, TYP. AT BAY DOORS AND CORNERS SE E S H E E T U P 2 . 1 FO R P A R T S W A R E H O U S E , S H O W R O O M A N D O F F I C E A R E A 20'-0" TYP. OF 20 CANOPY AREA LUBE & MECH ROOM 289'-8"30'-0" 12 8 ' - 0 " 18 ' - 4 " 14'-0"276'-4" 21 ' - 4 " 29 ' - 4 " 4' Exhibit A SUPPLY CLOSET STORAGE WOMENMEN ELEV. DISP. TRAINING CONFERENCE STAIRS GM OPS MGR FIN. MGR PSM TIM EXEC MGR TEL / DATA FURNACEBREAK COPIER JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net OPEN TO BELOW UP2.3 SE C O N D FL O O R P L A N 0 16'8' SCALE: 1/8" = 1'-0" 24'Scale: 1/8" = 1'-0" 2ND FLOOR PLAN - ADMIN & TRAINING1 28'-9" 88'-0" 55 ' - 4 " 16 ' - 6 " 12 ' - 0 " 24'-5"11'-0 1/2"16'-0" 13'-8"11'-0"11'-0"10'-7"40'-5" 25 ' - 0 " 29 ' - 1 0 " 14 ' - 0 " 6' - 0 " 12 ' - 6 " 25'-5"26'-0" 32 ' - 4 " 7'-0" 5' - 6 " 5'-4" 5' - 4 " 49'-8"38'-4" 72 ' - 0 " PARTS WAREHOUSE BELOW SERVICE CENTER BELOW 38'-0" ADMIN OFFICES & TRAINING 5,900 SF Exhibit A 98 FUEL TANK 1,000 GAL FRESH OIL TANK 5,000 GAL JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net STORAGE 4,000 SF UP2.4 PR E L I M I N A R Y F L O O R P L A N ST O R A G E & W A S H B A Y 0 16'8' SCALE: 1/8" = 1'-0" 24' DASHED LINE REPRESENTS ROOF LINE ABOVE, TYP. DASHED LINE REPRESENTS ROOF LINE ABOVE, TYP. SECURE ATTACHMENT STORAGE YARD DRIVE THRU WASH BAY 1,650 SF WASH BAY EQUIPMENT STORAGE 350 SF 8' H I G H C A T W A L K 8' H I G H CA T W A L K FUEL TANK AREA TBD 50 ' - 0 " 120'-0"10'-8" 39 ' - 4 " 9' - 8 " 25'-8" OPENING, TYP. 20'-0" 20'-0"20'-0"12'-0" 50 ' - 0 " 9' - 0 " 17 ' - 0 " 9' - 0 " 8' - 6 " 8' - 6 " 9' - 0 " 5' H I G H CA T W A L K 6" 12'-8" 24 ' - 8 " TRENCH DRAIN WITH ACCESSIBLE GRATES 3' - 0 " 5' - 0 " 87'-4" Scale: 1/8" = 1'-0" FLOORPLAN - STORAGE & WASH BAY1 20 ' - 0 " S I D I N G G A T E 4'-0" 20' SECURITY FENCE 100' 82 ' 5' - 0 " 55 ' - 0 " COVERED SEPARATION PIT AREA 11 ' - 0 " 5'-0" 3'-0" RE-ROUTE EXISTING 18" STORM DRAIN EXISTING V DITCH PROPERTY LINE PR O P E R T Y L I N E 2' - 0 " 3'-0" YARD NEW SECURITY GATE, TYP. SEE SHEET UP3.2 3'-0" 4'-0 1/2" 3'-0"4'-1" 32'-8"87'-4" NEW PERIMETER SECURITY FENCING SEE SHEET UP3.2 NEW PERIMETER SECURITY FENCING, TYP. Exhibit A JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net UP3.0 PR E L I M I N A R Y E L E V A T I O N S - MA I N F A C I L I T Y EAST ELEVATION (REAR) NORTH ELEVATION - SERVICE SHOP SOUTH ELEVATION - SERVICE SHOP WEST ELEVATION (FACADE) REFERENCE IMAGE - SHOWROOM 32 ' T O P O F R I D G E SHOWROOM TOWER REYNOLUX PANELS (CHAMPAGNE MICA) SHADE AWNING REYNOLUX PANELS (CHAMPAGNE MICA) BACKLIT SIGNAGE ACCENT STRIPE (PAPE YELLOW) CMU BLOCK WAINSCOTING (NATURAL) STOREFRONT GLASS SYSTEM, TYP. 16 ' - 0 " 21 ' - 4 " E A V E S T R U T 30 ' - 0 " T O W E R 30 ' - 0 " T O W E R P A R A P E T 2' - 0 " 6'-0" 12 ' - 0 " C A N O P Y 10 ' - 0 " 12 ' - 0 " 4' - 0 " 4' - 0 " 12'-0"4' - 0 " ACCENT STRIPE, TYP. (PAPE YELLOW) SHOWROOM FACADE REYNOLUX PANELS (MEDIUM BRONZE) METAL BUILDING PANELS, TYP. (BRONZE) STANDING SEAM METAL ROOF, (COLOR TBD) METAL ROLLUP DOORS (CHARCOAL GRAY) ACCENT STRIPE (PAPE YELLOW) METAL ROLLUP DOORS (CHARCOAL GRAY) SHADE CANOPY REYNOLUX PANELS (CHAMPAGNE MICA) SHOWROOM TOWER REYNOLUX PANELS (CHAMPAGNE MICA) METAL BUILDING PANELS, TYP. (MEDIUM BRONZE) 6' - 8 " 7' - 0 " CMU BLOCK WAINSCOTING (NATURAL) 22 ' - 0 " 12 ' - 0 " 32 ' - 0 " R I D G E 22 ' - 4 " E A V E H E I G H T 7' - 0 " 4' - 0 " 12 ' - 0 " C A N O P Y 24 ' - 0 " O F F I C E P A R A P E T 12 ' - 0 " 6' - 8 " 24 ' - 6 " E A V E S T R U T ACCENT STRIPE (PAPE YELLOW) REYNOLUX PANELS (BRONZE) REYNOLUX PANELS (CHAMPAGNE MICA) SHADE CANOPY REYNOLUX PANELS (CHAMPAGNE MICA) 6' - 8 " 4' - 0 " 6' - 8 " 4' - 0 " 10'-0" 6' - 3 " 16 ' - 0 " INSULATED METAL BUILDING PANELS, TYP. (BRONZE) CMU BLOCK WAINSCOTTING (NATURAL) STEEL BUILDING FRAME (BLACK) 6'-0" 2' - 0 " 4' - 0 " STANDING SEAM METAL ROOF, (COLOR TBD) SHOWROOM FACADE REYNOLUX PANELS (MEDIUM BRONZE) 8' - 0 " INSULATED METAL BUILDING PANELS, TYP. (BRONZE) INSULATED METAL BUILDING PANELS, TYP. (BRONZE) NORTH ELEVATION - PARTS & SERVICE CENTER SOUTH ELEVATION - SHOWROOM & OFFICES 12 ' - 0 " 22 ' - 0 " 2' - 0 " CMU BLOCK WAINSCOTING (NATURAL) STANDING SEAM METAL ROOF, (COLOR TBD) 6' - 8 " 6' - 8 " 8' - 0 " 6' - 8 " 14 ' - 0 " 6' - 8 " 14 ' - 0 " 4' - 0 " 16 ' - 0 " Exhibit A JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net UP3.1 PR E L I M I N A R Y E L E V A T I O N S - ST O R A G E & W A S H B A Y EAST ELEVATION WEST ELEVATION NORTH ELEVATION SOUTH ELEVATION REFERENCE IMAGE - STORAGE / WASH BAY 4' - 0 " 20 ' - 9 " 21 ' - 0 " 24 ' - 2 " 7' - 0 " 16 ' - 0 " 20 ' - 0 " 24 ' - 2 " 4' - 0 " 5' - 0 " 4' - 0 " 24 ' - 2 " 20 ' - 0 " 7' - 0 " 12 ' - 0 " 16 ' - 0 " 16 ' - 0 " 24 ' - 2 " 17 ' - 5 " 16 ' - 8 " 24 ' - 2 " LONG SECTION 8' - 0 " 8' - 0 " 20 ' - 0 " SHORT SECTION 14 ' - 0 " 24 ' - 2 " 20 ' - 2 " STEEL FRAME METAL BUILDING, TYP. 16 ' - 0 " 7' - 0 " STANDING SEAM METAL ROOF, COLOR TBD. METAL PANEL SIDING, COLOR TBD. METAL GARAGE DOOR, COLOR TBD. STANDING SEAM METAL ROOF, COLOR TBD. METAL PANEL SIDING, COLOR TBD. METAL GARAGE DOORS, COLOR TBD. METAL PANEL SIDING, COLOR, TBD. METAL PANEL SIDING, COLOR, TBD. STANDING SEAM METAL ROOF, COLOR, TBD. Exhibit A JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates DATE REVISIONS DESCRIPTION PA P É - K E N W O R T H 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD##-### US E P E R M I T ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © www.SMAssociates.net UP3.2 TR A S H E N C L O S U R E , PE R I M E T E R F E N C E & G A T E S FRONT ELEVATION STANDING SEAM METAL ROOF, COLOR TBD. 4X4 HSS POSTS LOCKABLE METAL SWINGING GATES SIDE ELEVATION - LEFT SIDE ELEVATION - RIGHT REAR ELEVATION 6" 5' - 6 " 7' - 0 " 10 ' 11 ' - 5 " 6" 6' - 6 " CMU BLOCK WAINSCOTING (NATURAL) 9' - 1 1 " 11 ' - 0 " STANDING SEAM METAL ROOF, COLOR TBD. 19'-4" 18'-0" 10 ' - 0 " 10 ' - 8 " 6" OH, TYP. ALL SIDES 8' - 0 " M I N . A P R O N 9'-0 " 3' - 0 " TRASH ENCLOSURE PLAN ACCESSIBLE PEDESTRIAN GATE SWINGING METAL GATES PROVIDE MEANS TO LOCK GATE IN OPEN POSITION SOLID WASTE AND RECYCLING BINS SHOWN FOR REFERENCE 6" PERIMETER BUMPERS TBD. 6" THICK MIN. 3000 PSI CONCRETE w/ #4 AT 12" OC EACH WAY 19'-4" PROVIDE FLOOR SUMP 3'-0" FOOTING, TYP 6'-0" HIGH OPAQUE (SOLID) METAL PANEL PERIMETER FENCING, TYP. PERIMETER FENCING 6' 3' - 0 " 6X6 METAL PANEL , DARK BRONZE, TYP. OPERABLE ENTRANCE GATES REFERENCE IMAGE REFERENCE IMAGE TRASH ENCLOSURE REFERENCE IMAGE PERIMETER FENCE DETAIL, TYP. 12 1 12 1 4X4 HSS POSTS FRONT VIEW SECTION GROUND LEVEL, TYP. Exhibit A SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W W W W W W W W W W W W W W W W W W W WW W W W W W W W W 100 101 99 99 98 100 9 9 98 99 98 99 9 8 9 7 97 99 9 8 SURVEY POINT SD SS SS 1 inch = ft ( IN FEET ) 0 40 40 80 BUILDING FF 99.10 BUILDING FF 98.40 TYP 1 2 3 4 4 4 7 BR C4.0 BR C4.0 BR C4.0 BR C4.0 BR C4.0 VG C4.0 FC C4.0 FC C4.0 CO C4.0 CO C4.0 CO C4.0 CO C4.0 FS 98.5 FS 98.5 TC 98.2 TC 97.3 TC 97.8 TC 98.7 FS 97.7 FS 97.7 FS 97.8 FS/HP 97.0 FL 96.9 TC 98.2 TC 98.7 TC 98.5 TC 97.2 TC 98.3 EX TC 97.1 FS 98.3 TC 97.6 FS 97.6 TC 98.0 FS 98.3 FL/HP TC 98.2 DI DI DI DI DI EX DI EX DI DI 9 10 8 8 10 8 SSMH SSMH SSCO 11 SSCO 6 12 5 FL/HPFL/HP BR C4.0 DI 13 14 10.00' DC D GR A D I N G A N D U T I L I T Y PL A N 1' 1' OPENING 1' 1' OPENING OPENINGS 20' OC TYPICAL NOTES: 1.USE 1/2" EXPANSION JOINTS AT EACH END OF CURB RETURNS AND AT 60' OC MAX. 2. USE 1/2"-12" LONG, SMOOTH CAPPED DOWELS AT EACH EXPANSION JOINT AND AT END OF POURS. 3. CLASS A CONCRETE. SECTION PLAN WEAKENED PLANE JOINTS (TYP)0.5" R (TYP) CURB & GUTTER NO SCALECOCURB OPENING DETAIL NO SCALEVG4.0-FT VALLEY GUTTER ℄/ 4' 2' 1. 5 " AC PAVEMENT (TYP) 6" CL II AB 6" CLASS A PCC 4" 9" 6" 1/ 4 " AC PAVEMENT CLASS II AB NO SCALEFCCONCRETE FLUSH CURB BAND KEYNOTES: EXISTING DOMESTIC WATER METER & BACKFLOW PREVENTER, TO REMAIN EXISTING IRRIGATION WATER METER & BACKFLOW PREVENTER, TO REMAIN EXISTING DOUBLE CHECK DETECTOR, TO REMAIN OR TO BE REPLACED AS REQUIRED BY PUBLIC SAFETY, IF NECESSARY. EXISTING FIRE HYDRANT, TO REMAIN COVERED TRASH ENCLOSURE SANITARY SEWER SERVICE PROPOSED FLOOR SUMP WITHIN TRASH ENCLOSURE REMOVE EXISTING CURB CUT AND REPLACE WITH SIDEWALK. EXISTING CURB CUT, TO REMAIN. NEW COMMERCIAL CURB CUT. NEW FIRE LINE AND HYDRANT. NEW DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY PER CITY OF ROHNERT PARK STANDARD 880 PRESSURIZED SEWER LINE FROM FLOOR SUMP TO PROPOSED SANITARY SEWER SERVICE, WITH CHECK VALVE AT CONNECTION POINT SEDIMENT POND WITH RISER JOB NO. DATE DRAWING FILE NO. DRAWN SMA Steve Martin Associates PA P É M A C H I N E R Y 53 0 0 C o m m e r c e B l v d . Ro h n e r t P a r k , C A 9 4 9 2 8 AP N 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 BLD- SI T E I M P R O V E M E N T S ISSUED FOR 130 S. Main Street, Ste 201 Sebastopol, CA 95472 (707) 824-9730 Fax (707) 824-9707 NO T F O R CO N S T R U C T I O N © AHJ APPROVALS www.SMAssociates.net DATE REVISIONS DESCRIPTION 1 2 3 4 5 6 7 9 10 NO SCALEBRBIORETENTION DETAIL VOLUME CAPTURE HIGH FLOW GRATE INLET 10 MIL PLASTIC MOISTURE BARRIER (BOTH SIDES) STRUCTURAL SOIL, POROSITY=0.4 TO MEET LOW IMPACT DEVELOPMENT REGULATIONS FILTER FABRIC DEPRESSED CURB WHERE SHOWN ON PLAN, ADJACENT IMPROVEMENTS AS SHOWN ON PLAN 6" OUTLET PIPE DEEPENED CURB ADJACENT TO BIORETENTION AREAS 2:1 M A X 2:1 M A X VARIES 2' RIM FL 6"6" DE P T H V A R I E S 8 UP4.0 11 12 13 14 PUBLIC SAFETY NOTES: 1. FIRE SERVICES WILL REQUIRE AN FS-3 PERMIT. 2. FIRE SPRINKLERS WILL REQUIRE AN FS-10 PERMIT. 3. FIRE ALARM WILL REQUIRE AN FS-12 PERMIT. SYSTEM SHALL BE CENTRAL-STATION SERVICED. 4. GATES WILL REQUIRE AN FS-27 PERMIT. 5. MOTOR VEHICLE REPAIR ROOM OR BOOTH REQUITES AN FS-35 PERMIT. 6. ADDITIONAL PERMITS MAY BE REQUIRED AS THE PROJECT DEVELOPS 7. ALL PERMIT APPLICATIONS SHALL BE MADE DIRECTLY TO THE FIRE PREVENTION DIVISION, (707) 584-2641. NOTES: 1. THE CONSTRUCTION STORMWATER DESIGN SHALL INCLUDE AN OPERATION & MAINTENANCE AGREEMENT TO MAINTAIN, CLEAN, AND REPAIR BOTH THE AGGREGATE BASE AND THE BIO-SWALES AS NEEDED TO MITIGATE CLOGGING. 2. THE UNDEVELOPED PORTION OF THE SITE WILL BE STABILIZED WITH VEGETATION AS PART OF THE FINAL EROSION CONTROL MEASURES. Exhibit A Exhibit A THESE DRAWINGS COMPLY WITH THE CRITERIA OF THE ORDINANCE. ORDINANCE REQUIREMENTS HAVE BEEN APPLIED FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN AND THE LANDSCAPE DESIGN PLAN.” UU..SS..AA NNOOTTEE IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR UTILITIES. THE LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OTHER SUB-CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. PRIOR TO CONSTRUCTION, CONTACT ALL APPLICABLE AGENCIES AND U.S.A. AT 1-800-642-2444 OR 1-800-227-2600 TO FIELD LOCATE ALL EXISTING UTILITIES. PA P E M A C H I N E R Y 53 0 0 C O M M E R C E B L V D RO H N E R T P A R K , C A 9 4 9 2 8 DATE: MLA JOB #: SCALE: DRAWN: 2020-28 1" = 30' DM L2 SHEET L2 OF 5 IR R I G A T I O N C O N C E P T PL A N 8/15/22 C2021 MACNAIR LANDSCAPE ARCHITECTURE, NOT FOR GENERAL USE OR PUBLICATION, ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MACNAIR LANDSCAPE ARCHITECTURE. MACNAIR LANDSCAPE ARCHITECTURE IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY PLANS OR SURVEYS NOT DIRECTLY PREPARED BY THEM. SITE DIMENSIONS, GRADES, WATER PRESSURES AND GENERAL CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING OF ANY WORK ON SITE. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. L A N D S C A P EA R C H I T E C T U R E P O ST O FFIC E B O X 2 5 1 K E N W O O D, C A LIF O R NIA 9 5 4 5 2 TEL (707) 833-2288 RLA #2800 don@macnairlandscapes.com MACNAIR AP N # 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 NO. 2800 EXP. 8/31/23 SURVEY POINT S D X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXXXX X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXXXXXXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX XXXX XXXX XXXX XXXX XXXX XXXX XXXXXX XXXXXX XXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX CO M M E R C E B L V D CASCADE COURT NEW BUILDING NEW STORAGE AND WASH BAY EARTHWORK EQUIPMENT TESTING AREA NEW LOADING RAMP CONCRETEX CONCRETE NEW AC PAVEMENT NEW AC PAVEMENT NEW AG BASE TRAILER PARKING BIORETENTION BI O R E T E N T I O N BI O R E T E N T I O N BIORETENTION BIORETENTION BIORETENTION IRRIGATION CONCEPT Scale: 1" = 30'-0" CROSS HATCHED AREAS INDICATE BIORETENTION WITH ECOMAT TREE AREA IS CALCULATED AT A WETTED DIAMETER OF 6 FT. OR EQUIVALENT AREA. THE SAME AREA IS REMOVED FROM THE HYDROZONE BELOW THE TREE AND THE HIGHER WATER USE IS APPLIED IN THE ETWU CALCULATION. INSTALL DRIPLINE 3" BELOW GRADE IN ALL PLANTING AREAS AT 24" OC TYPICAL; ALL DRIPLINE SHALL BE INSTALLED PARALLEL GENERALLY FOLLOWING CONTOURS. HOLD DRIPLINE BACK FROM EDGE 1/2 THE ROW SPACING. POC AT DEDICATED IRRIGATION WATER METER CCOONNCCEEPPTT HHYYDDRROOZZOONNEE DDEETTAAIILL TTAABBLLEE NNaammee MMeetthhoodd WWaatteerr UUssee WWaatteerr UUssee VVaalluuee HHyyddrroozzoonnee AArreeaa iinn SSFF %% ooff LLaannddssccaappee Bubbler Root Watering System Very Low 0.1 311.01 sf 0.9% Bubbler Root Watering System Moderate 0.5 424.11 sf 1.2% Bubbler Root Watering System Low 0.3 1,046.14 sf 3.1% Dripline Sub-Surface Dripline Low 0.3 16,212.65 sf 47.4% Eco-Mat Eco-Mat Low 0.3 16,220.78 sf 47.4% 34,215 sf 100% CONCEPT SUMMARY HYDROZONE TABLE PPLLAANNTT TTYYPPEE AARREEAA %% OOFF LLAANNDDSSCCAAPPEE Very Low 311.01 1% Low 33,479.58 98% Moderate 424.11 1% High 0.00 0% Total 34,214.70 100% DESIGN PLAN. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX TTYYPPIICCAALL IIRRRRIIGGAATTIIOONN LLEEGGEENNDD SYMBOL EQUIPMENT MANUFACTURER MODEL REMARKS Stream Bubbler: 6" Pop-Up HUNTER PROS-06-CV-R-PRS30-MSBN-25Q PROS-06-PRS30-CV Root Zone Watering System Hunter Industries(R)PCN-25 PROS-00 Landscape Dripline Rain Bird XFS-06-12 Eco-Mat Hunter Poly to PVC Header See Detail G/L3 SEE DETAIL Automatic Line Flush Valve Hunter AFV-T Install in 6" Valve Box @ end of circuit SEE DETAIL Air Relief Valve Hunter AVR-075 Install in 6" Valve Box @ high point(s) of circuit SEE DETAIL Continuous Acting Air Vent Netafim 65ARIS1 Install upstream from sub-meter Drip Zone Control Valve Hunter Industries(R)ICZ-101-25 Control Valve Hunter Industries(R)ICV-101G-AS-ADJ Master Valve Hunter Industries(R)ICV-101G Isolation Valve - Ball Valve KBI CPVC CTS 1" Reduced Pressure Backflow Preventer Watts LF009M2-PC-QT 1 Required Flow Sensor CST ELF-T10-N01 Solar Sync Sensor - Wireless Hunter WSS-SEN Mount at roof eave with clear view of sky. Backflow Preventer Enclosure Le Muer BF 18" X 30" X 30"Install Per Manufacturer's Specs Irrigation Controller - 6 Station Hunter Industries(R)IC-600-M 6 Station Plug-In Expansion Module Hunter ICM-600 (As needed) Lateral PVC Sch 40 0 0 Mainline PVC Sch 40 0 0 Irrigation Sleeves PVC Schedule 40 Size by pipe load; 2" PVC minimum MMAAWWAA AANNDD EETTWWUU CCAALLCCUULLAATTIIOONNSS 11))Maximum Applied Water Allowance (MAWA) MAWA = (ETo) (0.62) [(0.55 X LA) + (0.45 X SLA)] Where: ETo = Annual Net Reference Evapotranspiration (Inches) 0.45 = ET Adjustment Factor (Commercial) 0.55 = ET Adjustment Factor (Residential) LA = Landscaped Area (square feet) 0.62 = Conversion factor (to gallons per square foot) SLA = Portion of the landscape area identified as Special Landscape Area (square feet) 0.45 = the additional ET adjustment factor for Special Landscape Area (1.0 - 0.55 = 0.45) (Commercial) 0.55 = the additional ET adjustment factor for Special Landscape Area (1.0 - 0.45 = 0.55) (Residential) Commercial (C) or Residential (R)C A)Net Evapotranspiration Calculation Local Reference ETo 46.03 B)Adjusted Landscape Area Calculation 34,215 sf X 0.45 =15,396.62 sf (Landscape Area)Adjustment Factor 0.00 sf X 0.55 =0.00 sf (Special Landscape Area)Adjustment Factor Sum of Adjusted Landscape Area =15,396.62 sf MMAAWWAA==4466..0033 XX ..6622 XX 1155,,339977 ssff ==443399,,339988 ggaall//yyrr 22))Estimated Total Water Use (ETWU) A)Net Evapotranspiration Calculation =39.23 sf Net Evapotranspiration Calculation = Annual ETo - Effective Rainfall B)Adjusted Landscape Area Calculation 311.01 sf X.01 31.10 sf Very Low Water Use 33,480 sf X .03 10,043.87 sf Low Water Use 424 sf X.06 254.47 sf Moderate Water Use 0.00 sf X .8 0.00 sf High Water Use Sum of Adjusted Landscape Area =10,329.44 sf EETTWWUU ==4466..0033 XX ..6622 XX 1100,,332299 ssff //00..8811 ==336688,,448855 ggaall//yyrr IIrrrriiggaattiioonn EEffffiicciieennccyy FFaaccttoorr SSqquuaarree FFoooottaaggee ooff LLaannddssccaappee oonn DDrriipp 34,214.70 sf SSqquuaarree FFoooottaaggee ooff LLaannddssccaappee oonn SSpprraayy 0.00 sf TToottaall SSqquuaarree FFoooottaaggee ooff LLaannddssccaappee 34,214.70 sf AAddjjuusstteedd IIrrrriiggaattiioonn EEffffiicciieennccyy FFaaccttoorr 0.81 Exhibit A Exhibit A SURVEY POINT S D X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXXXXXXXXXXXX X X X X X X R01 RRRR02 RR03 RR004444 RR05 RRRR0006 RR07 R08 RR09 RR10 RR11 R09 0 RRRR11122222 RRRR111333 R14 R15 RR16 RR17 RR18 RR19 RR20 RR21 RRR2222 XXXXXXX RR23 RR24 RR 2 5 RR 2 6 RR 2 7 RR 2 8 RRR 22 99 RR 3 0 RR 3 1 TREE REMOVAL CHART IIDD BBoottaanniiccaall NNaammee CCoommmmoonn NNaammee DDBBHH NNoo.. ooff SStteemmss NNootteess R01 Pinus radiata Monterey pine 23"dbh 1 R02 Malus sp.Crabapple 9"dbh 1 R03 Pinus radiata Monterey pine 18"dbh 2 Exempt R04 Cedrus deodara Deodar cedar 8"dbh 1 p R05 Cedrus deodara Deodar cedar 6"dbh 1 R06 Cedrus deodara Deodar cedar 6"dbh 1 R07 Cedrus deodara Deodar cedar 6"dbh 1 R08 Sequoia sempervirens Coast redwood 6"dbh 1 R09 Cedrus deodara Deodar cedar 8"dbh 1 R10 Cedrus deodara Deodar cedar 6"dbh 1 R11 Cedrus deodara Cedrus deodara 12"dbh 1 R12 Cedrus deodara Cedrus deodara 12"dbh 1 R13 Pinus radiata Monterey pine 27"dbh 1 Exempt R14 Liquidambar styraciflua liquidambar 14"dbh 1 Exempt p R15 Liquidambar styraciflua liquidambar 8"dbh 1 Exempt p R16 Liquidambar styraciflua liquidambar 9"dbh 1 Exempt p R17 Liquidambar styraciflua liquidambar 10"dbh 1 Exempt p R18 Liquidambar styraciflua liquidambar 8"dbh 2 Exempt p R19 Liquidambar styraciflua liquidambar 10"dbh 2 Exempt p R20 Liquidambar styraciflua liquidambar 11"dbh 1 Exempt p R21 Liquidambar styraciflua liquidambar 13"dbh 1 Exempt p R22 Grevillea robusta Silky oak 18"dbh 7 p R23 Fruit Tree Fruit Tree 18"dbh 1 8 Lagerstromia indica @ fence CO M M E R C E B L V D CASCADE COURT NEW BUILDING NEW STORAGE AND WASH BAY EXIST EARTHWORK EQUIPMENT TESTING AREA NEW LOADING RAMP CONCRETEX CONCRETE NEW AC PAVEMENT NEW AC PAVEMENT NEW AG BASE TRAILER PARKING BIORETENTION BI O R E T E N T I O N BI O R E T E N T I O N BIORETENTION BIORETENTION BIORETENTION TREE REMOVAL PLAN Scale: 1" = 30'-0" EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN PA P E M A C H I N E R Y 53 0 0 C O M M E R C E B L V D RO H N E R T P A R K , C A 9 4 9 2 8 DATE: MLA JOB #: SCALE: DRAWN: 2020-28 1" = 30' DM L3.2 SHEET L3.2 OF 5 TR E E R E M O V A L P L A N 8/15/22 C2021 MACNAIR LANDSCAPE ARCHITECTURE, NOT FOR GENERAL USE OR PUBLICATION, ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MACNAIR LANDSCAPE ARCHITECTURE. MACNAIR LANDSCAPE ARCHITECTURE IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY PLANS OR SURVEYS NOT DIRECTLY PREPARED BY THEM. SITE DIMENSIONS, GRADES, WATER PRESSURES AND GENERAL CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING OF ANY WORK ON SITE. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. L A N D S C A P EA R C H I T E C T U R E P O ST O FFIC E B O X 2 5 1 K E N W O O D, C A LIF O R NIA 9 5 4 5 2 TEL (707) 833-2288 RLA #2800 don@macnairlandscapes.com MACNAIR AP N # 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 NO. 2800 EXP. 8/31/23 Exhibit A DRIP CIRCUIT LAYOUT PLAN 12" OC, Typ. RAINBIRD 1/2" AIR RELIEF VALVE, MODEL AR-12; INSTALL IN VALVE BOX AT HIGH POINTS IN DRIP ZONE 3/4" PVC HEADER 3/4" BALL VALVE IN VALVE BOX AT HEADER AS FLUSH POINT 3/4" PVC HEADER 3/4" PVC SCH 40 LATERAL FV RAINBIRD "LANDSCAPE DRIPLINE", PARALLEL ROWS SPACED AS NOTED, 3" BELOW GRADE; EMITTER @ .6 GPH (OR AS INDICATED) NTS NTS SHRUB PLANTING DETAIL 2 X ROOTBALL WIDTH EQ U A L HE I G H T O F RO O T B A L L 3" Tall Earth Berm, Do Not Place Mulch in Basin Backfill Mix and Fertilizer. See Specifications. Dig Hole 2 Times the Rootball Diameter and Equal the Rootball Height. #1 or #5 Size Containerized Plant Material Set Rootball Crown 1" above Finish Grade NTS PIPE INSTALLATION IN PLANTED AREA 18 " M I N . 12 " M I N . 6" TYP. 1) PIGTAIL AND LOOP CONTROL WIRE AT ALL CHANGES IN DIRECTION. 2) PROVIDE 18" EXPANSION LOOP AT ALL 90° ANGLES, AND EVERY 100' OF STRAIGHT CURVE RUN. NOTE: FINISH PLANTING GRADE CLEAN BACKFILL, 90% COMPACTION REQ'D NON-PRESSURE LATERAL LINE, SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE, SNAKE PIPE IN TRENCH CONTROL WIRES - BUNDLE AND TAPE AT 10'-0" O.C. AND INSTALL ADJACENT TO & BELOW PRESSURE SUPPLY PROVIDE 2" OF CLEAN BACKFILL NOTES: 1) CENTER VALVE BOX OVER VALVE ASSEMBLY. 2) LOCATE VALVE BOXES IN GROUND COVER/SHRUB AREAS WHEN POSSIBLE. 3) SET VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 18 " 12"12"12"12"12" Concrete Curb, Walk Or Header Valve Boxes, Typical Ball Valve Quick Coupler (where Specified) VALVE BOX LAYOUT NTS 18 " MI N . 2" Lasco Pre-Fabricated 3/4" 3-Way Swing Joint Assembly 2 Common Bricks Sch 80 PVC Riser Quick Couple Valve, Install 2" Below Finish Grade in 10" Dia. Poly Box as Specified Finish Grade Before Planting 3/4" Washed Crushed Aggregate Base 12" Sch 80 PVC Nipple PVC Main Line PVC Tee or Ell QUICK COUPLER DETAIL NTS POLY TO PVC COMPRESSION FITTING DETAIL NTS 3" MULCH FINISH GRADE 1/2" COUPLING ST 1/2" .700 COMPRESSION FITTING, GLUE TO COUPLING COUPLING3/4" PVC HEADER 3/4 X 3/4 X 1/2 TEE, SST 1/2 X 12" FLEXIBLERISER ASMANUFACTURED BYORBIT, OR EQUAL LANDSCAPE DRIPLINE NOTES 1) LOCATE HEAD 6" FROM ALL EDGES IN LAWN AREAS. LOCATE HEAD 12" FROM ALL EDGES IN SHRUB AREAS. 2) LOCATE STREAM SPRAY AND BUBBLERS HEADS 6" FROM ALL EDGES. 3) USE TEFLON PASTE ON ALL MALE THREADS. INCLUDES 4", 6" AND 12" POP-UP SPRINKLER DETAIL NTS 12 " M I N . 1" Lasco Pre-Fabricated 3/4" 3-Way Swing Joint Assembly Non-Pressure Lateral Line & Fitting Finish Grade Before Planting Level of Mulch 3" - 12" Pop-Up Sprinkler 1/2" In Seed, 1" In Sod & Planting Beds 3/4" Sch 80 PVC Nipple(Adapt Length To Fit), 1/2"Sch 80 Okay On 1/2" Inlets Cap Side Inlet Do Not Use 90° Tee Or Ell NTS TREE WELL WITH ROOT BARRIER NOTE: 1) DO NOT PLACE MULCH IN TREE BASIN. 2) PLANTING HOLE TO BE TESTED FOR DRAINAGE PRIOR TO PLANTING. IF HOLES DO NOT DRAIN WITHIN 4 HOURS CONTACT LANDSCAPE ARCHITECT. 3) INSTALL ROOT BARRIER ON ALL FOUR SIDES OF PLANTER. 4" EQUAL EQUAL EXISTING OR NEW CONCRETE PAVEMENT SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE 24" ROOT CONTROL BARRIER.INSTALL WHERE TREE IS 7’ OR LESSOF ANY HARDSCAPE EDGE. SEEPLAN FOR ADDITIONAL LOCATIONSOF BARRIERS 3/4" to 1-1/2" GRAVEL OR CRUSHED ROCK BACKFILL MIX AND FERTILIZER. SEE SPECS, SECTION 02800 1 8 " M I N . 12" MIN./24" MAX. ELECTRIC CONTROL VALVE WITH SHUT OFF NTS NOTES: 1) INSTALL CONTROL VALVES A MINIMUM OF 18" FROM STRUCTURES OR HARDSCAPING. 2) INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE. 3) PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4) INSTALL VALVE BOX SO THAT TOP OF BOX IS FLUSH WITH ADJACENT HARDSCAPING. 5) PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 6) INSTALL VALVE BOXES SO THAT TOP OF BOX IS FLUSH WITH ADJACENT HARDSCAPE. 7) INSTALL ONE BALL VALVE IN BOX IMMEDIATELY UPSTREAM FROM EACH REMOTE CONTROL VALVE. 12 " 6" MI N . 2", Typical All Valve Boxes 6" 12 " M I N . 18 " Plastic Valve Box And Locking Cover W/ G.V. Heat Branded On Cover, Refer To Specifications. Square Plastic Valve Box With Bolt Down Cover, And Box Extension If Req'D. Heat Brand Controller Station Number On Box Cover. PVC Union To Sprinkler - Angle Pipe To Specified Depth With 45° Ells "Snap-Tite" Waterproof Connectors Electric Control Valve Pig Tail Expansion Loop (Min. 18") 3/4" Washed Crushed Aggregate Control & Common Wires, Below Main Bundle & Tape Every 10'Pvc Union, Both Sides Of Rc Valve Finish Grade Before Planting Ball Valve, See Legend Masonry Brick,Typ. (2) Places Male Adaptor PVC Sch 80 Nipple, Typ. 3/4" Washed Crushed Aggregate Base FLOW NTS PIPE INSTALLATION UNDER PAVING 1) ALL SLEEVES TO BE SCH 40 PVC. 2) EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. NOTES: 6" TYP. 2" 24 " M I N . NON-PRESSURE LATERAL LINE SLEEVE TWICE DIA. OF NON-PRESSURE LATERAL LINE CLEAN BACKFILL, 90% COMPACTION CONTROL WIRE SLEEVE - SIZE AS REQ'D, INSTALL ADJ. TO PRESSURE SUPPLY LINE PROVIDE 2" CLEAN BACKFILL PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE DIA. OF PRESSURE SUPPLY LINE 5' NOTE: 1) DO NOT PLACE MULCH IN TREE BASIN. 2) DETAIL NOT TO SCALE. PREVAILING WIND 2-8' X 2" DIA. PRESSURE TREATED LODGEPOLE STAKES; TOP OF STAKE 6" BELOW LOWEST MAIN BRANCH 3 - 22" CORDED RUBBER TREE TIES. NAIL TO STAKE. STAKE TO BE 12" INTO UNDISTURBED SOIL AND A MINIMUM OF 3'-0" IN THE GROUND. SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE 4" TALL EARTH BERM BACKFILL MIX AND FERTILIZER. SEE SPECIFICATIONS DIG HOLE 2 TIMES THE ROOTBALL DIAMETER AND EQUAL TO THE ROOTBALL HEIGHT. NTS TREE PLANTING DETAIL L3 A L3 B L3 C L3 D L3 E L3 F L3 G L3 H L3 I L3 J L3 K PA P E M A C H I N E R Y 53 0 0 C O M M E R C E B L V D RO H N E R T P A R K , C A 9 4 9 2 8 DATE: MLA JOB #: SCALE: DRAWN: 2020-28 AS SHOWN DM L4 SHEET L4 OF 5 LA N D S C A P E D E T A I L S 8/15/22 C2021 MACNAIR LANDSCAPE ARCHITECTURE, NOT FOR GENERAL USE OR PUBLICATION, ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MACNAIR LANDSCAPE ARCHITECTURE. MACNAIR LANDSCAPE ARCHITECTURE IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY PLANS OR SURVEYS NOT DIRECTLY PREPARED BY THEM. SITE DIMENSIONS, GRADES, WATER PRESSURES AND GENERAL CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING OF ANY WORK ON SITE. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. L A N D S C A P EA R C H I T E C T U R E P O ST O FFIC E B O X 2 5 1 K E N W O O D, C A LIF O R NIA 9 5 4 5 2 TEL (707) 833-2288 RLA #2800 don@macnairlandscapes.com MACNAIR AP N # 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 NO. 2800 EXP. 8/31/23 Exhibit A DIVISION 2 SITE WORK SECTION 02750 UNDERGROUND IRRIGATION SYSTEM PART 1 GENERAL 1.01 SCOPE A. Work Included: perform all work necessary and required for the construction of the project as indicated. Such work includes but is not limited to the following: 1. Furnish and install complete irrigation system. 2. Trenching and backfilling. 3. Sleeves for irrigation piping and remote control valve wiring under pavements and walls as noted. B. Related Work in Other Sections: The following items of associated work are included in other sections of these specifications: 1. Landscaping, Section 02800 C. By Others: The following items of work will be performed by others and are not included in the contract. 1. Electrical stub-out for irrigation controller. 2. Irrigation water meter. 3. Water stub-out(s) for irrigation system. 1.02 INSPECTION OF CONDITIONS: Examine related work and surfaces before starting work of this section. Report to the landscape architect, in writing, conditions which will prevent the proper provision of this work. Beginning the work of this section without reporting unsuitable conditions to the landscape architect constitutes acceptance of conditions by the contractor. Any required removal, repair, or replacement of this work caused by unsuitable conditions to be done at no additional cost to the owner. 1.03 CODES, RULES AND SAFETY ORDERS A. All work and materials to be in full accordance with the latest rules and regulations of safety orders of Division of Industrial Safety; the Uniform Plumbing Code published by the Western Plumbing Officials' Association; and other applicable laws or regulations, including the presiding local plumbing code. Nothing in these drawings or specifications is to be construed to permit work not conforming to these codes. Should the construction documents, or instructions, be at variance with the aforementioned rules and regulations, notify the landscape architect and get instructions before proceeding with the work affected. B. Furnish and maintain all warning signs, shoring, barricades, red lanterns, etc., as required by the Safety Orders of the Division of Industrial Safety and local ordinances. C. Contact U.S.A. for location of underground utilities. 1.04 STANDARDS: American Society of Testing and Materials (ASTM). 1.05 PERMITS AND FEES: Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Arrange inspections required by local agencies and ordinances during the course of construction as required. 1.06 APPROVAL: Wherever the terms "approve", "approval", or "approved" are used in the specifications, they mean approval of landscape architect in writing. 1.07 WORK SCHEDULE: Submit a proposed work schedule to landscape architect at least 5 days prior to start of work under this Section. After approval, no modification shall be made to this schedule with out written authorization by the landscape architect. 1.08 OBSERVATION SCHEDULE Schedule a job start meeting with the landscape architect at least 5 days before beginning work under this Section. All requests for observation must be made 72 hours in advance. A. Job start meeting The purpose of this conference is to review questions the contractor may have regarding the work, administrative procedures during construction and project work schedule. B. Irrigation installation and hydrostatic tests Observation of installation and hydrostatic test results to be made by the landscape architect prior to backfilling of trenches. C. Pre-maintenance When all work has been completed a pre-maintenance walk-through will be conducted. If approved, the 90 calendar day maintenance period will begin. D. Final Observation Final Observation will be after the 90 calendar day maintenance period and all required work is completed. Please give 1 week notice for this observation meeting. 1.09 SUBSTITUTIONS A. Specific reference to manufacturer's names and products specified in this Section are used as standards, but this implies no right to substitute other material or methods without written approval of the landscape architect. B. Installation of any approved substitution is contractor's responsibility. Any changes required for installation of any approved substitution must be made to the satisfaction of the landscape architect and without additional cost to the owner. 1.10 PROTECTION OF EXISTING CONDITIONS A. Contractor shall acquaint themself with all site conditions. Should utilities or other work not shown on the plans be found during excavations, contractor shall promptly notify landscape architect for instructions as to further action. Failure to do so will make contractor liable for any and all damage thereto arising from their operations subsequent to discovery of such utilities not shown on plans. 1.11 COORDINATION: Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and efficiently as possible. 1.12 PRODUCT HANDLING: Protect work and materials under this Section from damage during construction and storage. Protect polyvinyl chloride (PVC) pipe and fittings from direct sunlight. Beds on which PVC is stored must be full length of pipe. Do not use any pipe or fitting that has been damaged or dented. 1.13 SAMPLES: Landscape architect reserves the right to take and analyze samples of materials for conformity to specifications at any time. Contractor shall furnish samples upon request by the landscape architect. Rejected material shall be removed from the site immediately and replaced at the contractors expense. Cost of testing materials not meeting specifications shall be paid by contractor. 1.14 HYDROSTATIC TESTS A. Make hydrostatic tests when welded PVC joints have cured at least 24 hours. Apply continuous static water pressure of 100 psi as follows: 1. All piping on the pressure side of control valves shall be tested for two hours. 2. At completion of hydrostatic test, mainline shall be opened at farthest most point from the location of the pump to verify continuity of the mainline. B. Leaks resulting from tests shall be repaired and tests repeated until system passes tests. 1.15 "AS-BUILT" IRRIGATION DRAWINGS: Contractor shall furnish Record Drawings of the complete irrigation system. Procure from the landscape architect full sized sepias of Contract Drawings. Construction drawings shall be on the construction site at all times while the irrigation system is being installed. Actual location of valves and all irrigation and drainage piping shall be shown on the prints by dimensions from easily identified permanent features, such as buildings, curbs, fences, walks or property lines. Drawings shall show approved substitutions, if any, of material including manufacturer's name and catalog number. The drawings shall be at scale and all indications shall be neat. All information noted on the print shall be transferred to the prints by contractor and all indications shall be recorded in a neat, orderly way. The record drawings shall be turned over to the landscape architect at or before the Final Acceptance of the project. 1.16 CONTROLLER CHARTS 1. As-built drawings shall be approved by the landscape architect before charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by automatic controller and shall be the maximum size controller door will allow. 4. The chart is to be reduced drawing of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. 5. Chart shall be black line print and a different color shall be used to show area of coverage for each station. 6. The chart shall be mounted using Velcro, or an approved equal. 7.When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils. thick. 8. These charts shall be completed and approved prior to final inspection of the irrigation system. 1.17 MATERIALS TO BE FURNISHED A. Prior to final inspection the contractor shall furnish the following materials to the owner: 1. Two wrenches for disassembling and adjusting each type of sprinkler head supplied. 2. Two keys for each automatic controller. 3. Four keys for loose key hose bibs and/or hose bibs. 4. Twelve 12 inch pop-up sprinkler bodies. 1.18 CLEAN-UP: Keep all areas of work clean, neat and orderly at all times. Keep paved areas clean during installation. Clean up and remove all debris from the entire work area prior to Final Acceptance to satisfaction of landscape architect. 1.19 FINAL ACCEPTANCE: Work under this Section will be accepted by landscape architect upon satisfactory completion of all work. Upon Final Acceptance, owner will assume responsibility for maintenance of the work. Said assumption does not relieve contractor of obligations under Warranty. 1.20 WARRANTY: In addition to manufacturer's guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in material, equipment and workmanship by contractor. Warranty shall also cover repair of damage to any part of the premises resulting from leaks or other defects in materials, equipment and workmanship to the satisfaction of the owner. PART 2 MATERIALS 2.01 GENERAL: Materials throughout the system shall be new and in perfect condition. At least 14 days prior to beginning work, submit for approval 2 copies of manufacturer's catalog cuts, specifications, and operating instructions of the complete list of materials and assemblies to be installed. Quantities of materials and equipment need not be included. No deviations from the specifications shall be allowed. The decision of the landscape architect shall be final in the determination of the quality of materials and equipment. 2.02 WATER METERS: Shall be provided by others. 2.03 PIPE A. Mainline piping on pressure side of irrigation control valves: 1. 2" size and greater to be Polyvinyl Chloride (P.V.C.) 1120-1220, Class 315 and shall conform to ASTM D 2241-73 and D 2672-73. 2. Up to and including 1-1/2" size to be Polyvinyl Chloride (P.V.C.) 1120-1220, Schedule 40 and shall conform to ASTM D 1785-73. 3. Galvanized Steel: Standard wall, Schedule 40, capable of working pressure up to 600 psi shall run from the point of connection to back flow prevention device. 4. Piping from the point of connection to the back flow prevention device shall be as approved by local code. B. Lateral line piping on non-pressure side of irrigation control valves: 1. 2" size and greater to be Polyvinyl Chloride (P.V.C.) 1120-1220, Class 315 and shall conform to ASTM D 2241-73 and D 2672-73. 2. Up to and including 1-1/2" size to be Polyvinyl Chloride (P.V.C.) 1120-1220, Schedule 40 and shall conform to ASTM D 1785-73. 2.04 FITTINGS A. PVC Fittings: Schedule 40, Polyvinyl Chloride, high impact weight, as manufactured by Sloane, Lasco, medium or approved equal. B. Fittings for Galvanized Steel Pipe: Schedule 40, standard weight as manufactured by Grinnell, or approved equal. C. Connections between main and valves shall be PVC Schedule 80 nipples and fittings. 2.05 SLEEVE MATERIALS A. For Control Wires: PVC 1120-1220, Class 200 pipe or heavy wall galvanized steel conduit. B. For Water Lines: PVC 1120-1220, Class 200 pipe or heavy wall galvanized steel conduit. 2.06 IRRIGATION CONTROLLERS A. Controller to be as shown on plans and is to be installed as per detail and manufacturer's specifications. 2.07 IRRIGATION CONTROL VALVES A. Remote Control Valves: Valves to be as shown on plans and installed per details and manufacturer's specifications. 2.08 CONTROL WIRE A. Wire: Solid copper wire, U.L. approved for direct burial in ground. Minimum gauge: #14. Common ground wire shall be white. B. Splicing Materials: Wire connectors shall be Pentite or snap connectors. C. All wires shall be labeled with the valve number at the controller and valve. D. 120 wiring shall be as required by local code and installed by an electrician. It shall not be on a switched circuit. E. Common wire shall be white. Control wires shall be other than white. Use a different color control wire for each controller. 2.09 VALVE BOXES A. Remote Control Valves: To be Brooks, Green or approved equal, one per valve. B. Gate Valves and Control Wire Stub-out Locations: To be Brooks, Green or approved equal, one per valve or stub-out location. 2.10 QUICK-COUPLING VALVES A. Quick coupling valves to be as per plans and details. B. Furnish 2 valve keys fitted with hose valve assembly. C. All valve boxes shall be purple in color or clearly labeled by the manufacturer to designate reclaimed water. 2.11 LANDSCAPE DRIP-LINE: Tubing as shown in legend and drawings. A. Install in parallel and consistent rows at spacing indicated in all specified areas. B. Install 3" below grade. 2.12 SPRINKLER HEADS A. Heads as shown in legend and drawings. 2.13 BACK-FLOW PREVENTION ASSEMBLIES A. Back-flow prevention device as shown in legend and drawings. PART 3 EXECUTION 3.01 LAYOUT A. Layout work as accurately as possible to drawings. Drawings are diagrammatic to the extent that swing joints, offsets and all fittings are not shown. B. Full and complete coverage is required. Contractor shall make any necessary minor adjustments to layout required to achieve full coverage of irrigated areas at no additional cost to owner. C. Dig trenches wide enough to allow a minimum of 6 in. between parallel pipe lines. Trenches shall be of sufficient depth to provide minimum cover from finish grade as follows: 1. Over PVC pipe on pressure side of irrigation control valve, control wires and quick coupling valves: 18 inches. 2. Over pipe on non-pressure side of irrigation control valve: 12 inches. 3.03 BACK FLOW PREVENTION DEVICE INSTALLATION A. Install according to local code and manufacturer's instructions. B. Install with union on discharge side for servicing, or with flanges, as required. 3.04 SLEEVING A. Where pipes or wires must be installed under paving place them in sleeves with a 24" minimum depth and sufficient size to accommodate irrigation lines and/or wires. B. Lack of pipe chase coordination does not relieve the contractor from installing the pipes and control wire shown on the drawing. In the event pipe chases were not installed prior to paving the contractor shall bore under the paving to accommodate pipes and wires. C. All control wire shall be in Schedule 40 conduit from trench to controller. When valves are grouped together allow 12" between valve boxes, each valve in a separate box, (not to be placed in drainage swales, but kept in ground cover areas.) 3.05 PIPE LINE ASSEMBLY A. Install pipe in accordance with manufacturer's instructions. B. Solvent weld all PVC pipe and fittings using solvents (including primer) and methods as recommended by the manufacturer, except where screw connections are required. Clean pipe and fittings of dirt and moisture before assembly. PVC pipe may be assembled on ground surface beside trench. Snake pipe from side to side of trench bottom to allow for expansion and contraction. Make all connections between PVC pipe and metal valves or pipe with threaded fittings using PVC male adapters. C. Use Teflon tape on all threaded fittings. D. Thrust blocks shall be installed where the irrigation main changes direction as at ells and tees and where the irrigation main terminates. Pressure tests shall not be made for a period of 36-48 hours following the completion of pouring of the thrust blocks. Concrete thrust blocks for supply mains shall be sized and placed in strict accordance with the pipe manufacturer's specifications and shall be of an adequate size and so placed as to take all thrust created by the maximum internal water pressure. 3.06 IRRIGATION CONTROL VALVES: A. Install control valves in valve boxes where shown and group together where practical. Place no closer than 18 in. to walk edges, buildings and walls and other valves. Valve boxes shall be placed in relation to finish grade as follows: 1. 1" above grade when no mulch is used 2. 1/2" with seeded lawn 3. 1 1/2" with sod lawn 4. 2" with plant beds B. The contractor shall paint on the cover of each valve box in 2" white stenciled letters with the value number as designated on the plan. C. Clearance between the highest part of the valve and the bottom of the valve box lid shall be 2" minimum and 4" maximum. (Lid must not rest on any part of valve and valves must not be buried too deep for convenient access.) D. Clearance between the top of the piping and the bottom of the valve box and/or the valve box knock outs, shall be a minimum of 2". (The box must not rest on the piping.) E. Clearance between the valve and the sides of the valve box shall be a minimum of 3". 3.07 SPRINKLER HEADS A. Install heads as per details. B. Nozzles may be changed to control precipitation rate and G.P.M. with approval from the landscape architect. 3.08 QUICK COUPLING VALVES: Quick coupling valves to be installed as per detail. 3.09 AUTOMATIC CONTROLLER A. Install per local code and manufacturer's instructions. B. Grounding of Irrigation controller shall be as per manufacturer's recommendations and as per local code. 3.10 CONTROL WIRING A. Install control wires with sprinkler mains and laterals in common trenches wherever possible. Lay to the side of pipe line. Provide looped slack at valves of 18" and snake wires in trench to allow for contraction of wires. Tie wires in bundles at 10 ft. intervals. Provide expansion loop at all 90 degree angles, and every 100' of straight wire run. B. Control wire splices at remote control valves to be crimped and sealed with specified splicing materials. Line splices will be allowed only on runs of more than 500 ft. All line splices to be in separate valve box. C. Install one continuous ground wire and one extra wire to all valves. 3.11 CLOSING OF PIPE AND FLUSHING OF LINES A. Thoroughly flush out all water lines before installing heads, valves and other hydrants. B. Test as specified. 3.12 PRESSURE TESTS A. The contractor shall partially backfill, leaving all fittings exposed before testing. B. Cap all valve openings and test the mainline pipe at full line working pressure and visually check all fittings. 3.13 BACKFILL AND COMPACTING A. After system is operating and required tests and inspections have been made, backfill excavations and trenches with clean soil, free of rubbish. All pipe shall have a bedding of 2" under and 4" over of select, rock free backfill. B. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to minimum 95% density under pavements, 85% under planted areas. C. Compact trenches in areas to be planted by thoroughly flooding the backfill. Jetting process may be used in those areas. D. Dress off all areas to finish grades. E. Any settling more than 1" which may occur during the guarantee period shall be brought to finish grade by the contractor at his expense. END OF SECTION 02750 SECTION 02800 LANDSCAPING PART 1 GENERAL 1.01 SCOPE A. Work Included: Perform all work necessary and required for the construction of the project as indicated. Such work includes but is not limited to the following: 1. Site preparation including weed and rubble removal. 2. Laboratory soil analysis. 3. Furnishing and spreading topsoil. 4. Finish grading of planted areas. 5. Soil amendment. 6. Planting. B. Related Work: The following items of associated work are included in other sections of these specifications. 1. Section 02750: Underground Irrigation System. C. Use Teflon tape on all threaded fittings. D. Thrust blocks shall be installed where the irrigation main changes direction as at ells and tees and where the irrigation main terminates. Pressure tests shall not be made for a period of 36-48 hours following the completion of pouring of the thrust blocks. Concrete thrust blocks for supply mains shall be sized and placed in strict accordance with the pipe manufacturer's specifications and shall be of an adequate size and so placed as to take all thrust created by the maximum internal B. Related Work: The following items of associated work are included in other sections of these specifications. 1. Section 02750: Underground Irrigation System. C. By Others: The following items of work will be performed by others and are not included in the contract. 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Perform work in accordance with all applicable laws, codes, and regulations required by authorities having jurisdiction over such work and provide for all inspections and permits required by federal, state, and local authorities in furnishing, transporting and installing materials. B. Certificates of inspection required by law for transportation shall accompany the invoice for each shipment of plants. File copies of certificates with landscape architect after acceptance of material. Inspections of federal and state governments at place of growth does not preclude rejection of plants at project site. 1.03 SELECTION, TAGGING AND ORDERING OF PLANT MATERIAL A. Submit documentation to landscape architect at least 7 days prior to start of work under this section that all plant material has been ordered. Arrange procedure for observation with landscape architect at time of submission. B. Plants shall be subject to observation and approval by landscape architect at place of growth or upon delivery for conformity to specifications. Such approval shall not impair the right of observation and rejection during progress of the work. Submit written request for observation of plant material at place of growth to landscape architect. Written request shall state the place of growth and the quantity and variety of plants to be observed. Landscape architect reserves the right to refuse observation at this time if, in his judgment, a sufficient number of plants are not available for observation or not in the landscape architect's contract. C. Substitution of plant material will not be permitted unless authorized in writing by landscape architect. If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 1.04 COORDINATION: Contractor shall coordinate and cooperate with other contractors to enable the work to proceed as rapidly and efficiently as possible. 1.05 INSPECTION OF SITE: Contractor shall visit site and inspect conditions as they exist prior to submitting bid. Site dimensions, water pressure and general conditions shall be verified prior to beginning of any work. 1.06 INTENT OF DRAWINGS AND SPECIFICATIONS: It is the intent of the drawings and specifications to provide planting with plants in vigorous growth, ready for owner's use. Any items not specifically shown in the drawings or called for in the specifications, but normally required to conform with such intent, are to be considered as part of the work. Written dimensions take precedence over scale dimensions. 1.07 APPROVAL: Wherever the terms "approve", "approval" or "approved" are used herein, they mean approval of landscape architect in writing. 1.08 PRODUCT HANDLING A. Furnish standard products in manufacturer's standard containers bearing original labels showing quantity, analysis and name of manufacturer. B. Store products with protection from weather or other conditions which would damage or impair the effectiveness of the product. 1.09 PROTECTION OF EXISTING PLANTS TO REMAIN A. Do not store materials or equipment, permit burning, or operate or park equipment within designated plant protection zones as specified on the plans. B. Notify landscape architect in any case where contractor feels grading or other construction called for by Contract Documents may damage existing plants to remain. Do not proceed with such work until directed by landscape architect. C. If existing plants are damaged during construction, contractor shall replace such plants of the same species and size as those damaged at no cost to owner. Determination of extent of damage and value of damaged plant shall rest solely with landscape architect. 1.10 GRADING A. Prior to planting grading will be brought to within .10 + foot of finish grade with soil suitable for planting by the landscape contractor. It is the responsibility of the landscape contractor to verify that no conflict exists with the grading plan. Fine finish grading will be done by the landscape contractor. B. Finish grade in ground cover areas shall be 2 inches below surrounding concrete or asphalt. In lawn areas, sodded areas shall be 2 inches and seeded areas shall be 1 inch below sidewalks, header boards, or mow strips and examined by the landscape architect, owner, or his representative. 1.11 CLEAN-UP: Keep all areas of work clean, neat and orderly at all times. Keep all paved areas clean during planting and maintenance operations. Clean up and remove all deleterious materials and debris from the entire work area prior to Final Acceptance to the satisfaction of landscape architect. The landscape contractor shall bear final responsibility for proper surface drainage of planted areas. Any prior work done by another party or obstructions on the site which the contractor feels precludes establishing proper drainage shall be brought to the attention of the landscape architect, owner or his representative for correction or the relief of responsibility. 1.12 SAMPLES, TESTS AND SUBMITTALS: Landscape architect reserves the right to take and analyze samples of materials for conformity to specifications at any time. Contractor shall furnish samples and/or manufacturer's specification sheets for any construction material or item upon request by the landscape architect. Rejected materials shall be immediately removed from the site at contractor's expense. The cost of testing materials not meeting specifications shall be paid by the contractor. 1.13 PROJECT SCHEDULE: Contractor shall submit for approval a complete work schedule indicating tentative dates for inspections. This schedule is to be submitted prior to the job start meeting. 1.14 OBSERVATION SCHEDULE: Schedule a job start meeting with the landscape architect at least 5 days before beginning work under this Section. All requests for observation must be made 72 hours in advance. A. Job Start Meeting The purpose of this conference is to review questions the contractor may have regarding the work, administrative procedures during construction and project work schedule. B. Planting - Fine Grading and Soil Preparation The fine grading and soil preparation of all planting areas must be observed prior to installation of plant material. C. Plant Material Landscape architect shall observe plant material for quality prior to planting. Plants shall be subject to observation and approval at place of growth or upon delivery for quality, size and variety; such approval shall not impair the right of inspection and condition of ball and roots, latent defects or injuries. Rejected plants shall be removed immediately from site. D. Plant Layout Layout plants (in containers) in locations shown on drawings. Landscape architect will check location of plants in the field and adjust to exact position before planting begins. Landscape architect reserves the right to refuse inspection if, in his opinion, an insufficient quantity of plants is available for layout check. E. Pre-maintenance When all work has been completed a pre-maintenance walk-through will be conducted. If approved, the 90 calendar day maintenance period will begin. F. Final Observation Final Observation will be after the 90 calendar day maintenance period and all required work is completed. Please give 1 week notice for this observation meeting. 1.15 MAINTENANCE A. All landscape areas shall be substantially weed free at beginning of maintenance period and at final acceptance. B. Begin maintenance after each plant and each portion of lawn or ground cover is installed and continue until Final Acceptance. C. Maintenance Period shall begin upon inspection and approval by landscape architect and shall be for 90 calendar days. D. Maintenance of new planting shall consist of watering, cultivating, weeding, fertilizing, mulching, re-staking, tightening and repairing of guys, resetting plants to proper grades or upright position, restoration of the plant saucer, and furnishing and applying such sprays and fertilizers as are necessary to keep the plants free of insects and disease and in thriving condition. E. Protect planting areas and plants at all times against damage of all kinds for duration of maintenance period. Maintenance includes temporary protection fences, barriers and signs as required for protection. If any plants become damaged or injured, treat or replace as directed by landscape architect at no additional cost to owner. 1.16 FINAL ACCEPTANCE: Work under this Section will be accepted by landscape architect upon satisfactory completion of all work, including maintenance, but exclusive of replacement of plant materials under the Warranty Period. Upon Final Acceptance, the owner will assume responsibility for maintenance of the work. 1.17 WARRANTY PERIOD AND REPLACEMENTS A. Contractor shall warrant that all plant material except annual color planted under this contract will be healthy and in flourishing condition of active growth one year from date of Final Acceptance. B. Any delay in completion of planting operations which extends the planting period shall extend the Maintenance and Warranty Periods correspondingly. C. Replace, without cost to owner, and as soon as weather conditions permit, all dead plants and all plants not in vigorous, thriving condition, as determined by landscape architect during and at the end of Warranty Period. Plants shall be free of dead or dying branches and branch tips, and shall bear foliage of a normal density, size and color. Replacements shall closely match adjacent specimens of the same species and shall be subject to all requirements of this specification. D. Contractor shall not be held responsible for failures due to neglect by owner, vandalism, or acts of god, etc., during Warranty Period. Report such conditions to landscape architect in writing. PART 2 MATERIALS 2.01 PLANTS A. Plant Quality: Plants shall be fresh, well established, vigorous, of normal habit of growth, free of disease, insects, insect eggs and larvae. Roots shall be healthy and extend to the bottom and sides of the container, and rooting shall be extensive enough to hold the rood ball together during planting, but not so dense as to discourage root establishment into surrounding soils. Roots shall not show any signs of restriction due to kinked, circular, or distorted growth. No trees will be accepted that will not stand on their own trunks after the nursery stakes have been removed. All plants will be inspected prior to planting and may be rejected if noted quality standards are not met. B. Plant Quantity: Plant materials shall be furnished in size, quantities, species and at the spacing indicated or as noted on the plans. Ground cover material shall be provided in quantity adequate to fill the entire ground cover areas at the spacing shown. C. Plant Spacing: No planting, except for ground covers, espaliers and vines shall be placed closer than two feet to pavement, structures or other landscape edges. Ground covers adjacent to pavement, structures or landscape edges shall be no closer to these than 75% of their spacing. No plants that would obstruct the sprinkler coverage shall be placed closer than 30% of the radius of the sprinkler throw as specified by the sprinkler manufacturer at the optimum operating pressure unless approved by the landscape architect. 2.02 LANDSCAPE AREA PLANTING SOILS A. Soil to be tested by testing agency as per specifications. B. All landscape area planting soils shall be equal or coarser in texture to the original on-site topsoil. All landscape area soils shall be free from stones larger than 1 in. in size, sub-soil, refuse, plants or roots, clods, weeds, sticks, or other extraneous material. All landscape area soils shall be tested by an approved soils laboratory for horticultural suitability and verified to be capable of sustaining healthy plant life. Landscape area planting soils may be obtained through stockpiling of existing topsoil or imported soil of equal texture and quality as determined by approved soil laboratory analysis. C. Soil Chemistry: All planting soils shall meet the following soil chemistry parameters. 1. Reaction - pH of saturated paste = 5.5 to 7.5 2. Salinity (Electrical conductivity in mmho/cm) = <4.0 3. Sodium Adsorption Ratio (SAR) = <6.0 4. Sodium = <5.0 milliequivalents per liter 5. Chloride = <5.0 milliequivalents per liter 6. Boron (Parts Per Million in extract) = <1.0 D. Soil Fertility: Adequate amounts of nitrogen, potassium, phosphorus, calcium, and magnesium shall be available to support healthy plant growth. Soil shall be analyzed for fertility and any deficiencies shall be treated with inorganic fertilizer amendments prior to planting. E. Lime Treated Soil: If lime is used for soil compaction in landscape areas, all lime treated soil shall be removed to a depth equal or more to the depth of the treated soil. Soil shall be replaced with import soil as described in the landscape specifications. 2.03 PREPARATION OF LANDSCAPE AREA PLANTING SOILS A. Prior to any work in planting areas all construction debris shall be removed. B. Structural fill and/or compacted engineered fill and/or any other soil deemed unsuitable for horticultural use as defined by Sections 2.2-A, 2.2-B and 2.2-C, shall be excavated and removed to a depth of 12 inches in landscape planting areas by the landscape contractor. Replacement planting soil shall be equal or coarser to the on-site soil in texture. This may be obtained through stockpiling of existing topsoil or imported soil of equal quality as determined by approved soil laboratory analysis. It shall be free from stones larger than 1 in. in size, sub-soil, refuse, plants or roots, clods, weeds, sticks, or other extraneous material. It shall be capable of sustaining healthy plant life. C. All landscape area soils shall be ripped in two directions to a depth of 12 inches. In areas not accessible by large equipment, ripping shall be accomplished by small backhoe or manually to thoroughly cultivate the soil to a depth of 12 inches. D. Landscape area planting soil, imported or otherwise, shall be spread evenly over the site. Minimum depth of friable soil shall be 12 inches deep in all landscape planting areas and finish surface shall be within one inch of finish grade. Import topsoil shall be supplied by the landscape contractor to meet this requirement and shall meet all specifications as defined Sections 2.2-A, 2.2-B and 2.2-C. Imported landscape area planting soils shall be compacted to 85%± relative compaction. Never apply the topsoil when the site or the topsoil is wet. 2.04 COMMERCIAL FERTILIZER A. Pre-plant fertilizer for soil incorporation shall consist of the following percent by weight 6% Nitrogen 20% Phosphoric Acid 20% Potash B. Post Planting/Surface Application Fertilizer: 16% Nitrogen 8% Phosphoric Acid 8% Potash C. Fertilizer requirement is subject to change based on soil testing for horticultural suitability. 2.05 SOIL AMENDMENTS A. Organic Amendment: Shall be nitrolized and derived from fir wood residuals. B. Physical Properties: 1/2" minus fir bark, nitrolized fortified or entranced. C. Chemical Amendments: As required by soil analysis with approval of landscape architect. 2.06 STAKING MATERIALS A. Contractor shall use staking materials necessary to meet requirements of specifications, subject to approval of landscape architect. B. Tree Stakes: 2" x 2" X 8' lodgepole pine pressure treated stakes. Construction heart grade. (Do not drive stakes through the rootball). Use 2 stakes per tree. C. Tree Ties: Corded rubber tree ties, 18" without wire. 2.07 ROOT BARRIERS A. "Root Solutions" control planter, or equal. Install according to local code and manufacturer's instructions. Use in all areas where tree is within 7 feet of any walkway, wall, building or other structural edge. Linear type barrier shall be used in all cases. Linear barriers shall be installed a minimum of 7 feet to either side of tree's relative position to sidewalk or structural edge. B. All root barriers to be 24" deep, interlocking linear panels. C. All root barriers shall be installed 4" from the back of curb or other hardscape edge with 4" of 3/4" gravel drain rock 24" deep on the root barrier side away from the tree. 2.08 WATER: Furnished by owner. Transport as required. 2.09 MULCH: Fir bark 1" to 2", free of sticks, dirt, dust and other debris, as approved, to a depth of 3" to be placed in all landscaped areas except where flats have been planted or annual beds and drainage swales. Fir bark, 1/2" minus, free of sticks, dirt, dust and other debris, as approved, to a depth of 1" to be placed in all landscaped areas where flats have been planted or in annual beds. Shredded bark mulch shall be used in conjunction with jute netting on all slopes greater than 6:1. 2.10 PRE-EMERGENT WEED CONTROL: All herbicides used to control weeds shall comply with all governmental regulations and shall be appropriate to weed species. Contact the local county agricultural agent or pest control advisor for proper herbicide recommendations. Follow manufacturers instructions carefully PART 3 EXECUTION 3.01 HANDLING OF PLANT MATERIAL A. Canned stock shall be removed carefully after cans have been cut on two sides. Do not use spade to cut cans. Do not lift or handle container plants by tops, stems, or trunks at any time. 3.02 PREPARATION OF SUB-GRADE AND/OR EXISTING SOILS A. Prior to any work in planting areas by landscape contractor, the general contractor shall clear all construction debris from planting areas. B. Soil shall be ripped in two directions to a depth of 12". In areas not accessible by large equipment, ripping shall be accomplished by small backhoe or manually. 3.03 SPREADING OF TOPSOIL A. After sub-grade has been prepared, the landscape contractor shall be responsible for furnishing and installing topsoil to within (1) inches of finish grade. B. Topsoil should be spread evenly over the site. Minimum depth of friable to be 12 inches within five feet of all structures and 24 inches deep in all other areas. If this condition does not exist on the site, the balance of topsoil shall be imported by the landscape contractor to meet this requirement. Import soil shall be compacted to 85% relative compaction. Never apply the topsoil when the site or the topsoil is wet. 3.04 AMENDMENT OF SOIL A. Apply amendments to all planting and lawn areas at the following rates per 1,000 sq.ft. at zero to eight inches depth: 8 cubic yards organic amendment as specified. 20 pounds pre-plant fertilizer Additional amendments as determined from soil test B. Incorporate thoroughly with top 8 in. soil layer and remove stones over 1 in. in diameter, roots, clods, weeds, and other extraneous material. Bring amended soil to finish grades and elevations shown on Contract Documents. Do not work soils under frozen or muddy conditions. 3.05 SURFACE DRAINAGE OF PLANTED AREAS: Landscape Contractor shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings or specifications, obstructions on the site, or prior work done by another party, which contractor feels precludes establishing proper drainage shall be bought to the attention of landscape architect in writing for correction or relief of said responsibility. 3.06 EXCAVATION OF PLANTING AREAS A. Excavate container grown tree, shrub, and vine pits to the following dimensions: 1. Two times as large in diameter as the original growing container (Rhododendron and azaleas 3 times the diameter) 2. The depth should be equal to the root ball height. B. Scarify all sides of planting hole. Auger through structural fill, compacted soil or hardpan if encountered or as directed by landscape architect. 3.07 DRAINAGE, DETRIMENTAL SOIL AND OBSTRUCTIONS A. Notify landscape architect in writing of all soil or drainage conditions contractor considers detrimental to growth of plant material. State condition and submit proposal and cost estimate for correcting condition. 3.08 PLANTING OPERATIONS A. Protect plants at all times from sun or drying winds. Plants that cannot be planted immediately on delivery shall be kept in the shade, well protected, and shall be kept well watered. B. Planting Soil (excluding trees): 2/3 Existing Soil 1/3 Organic Amendments C. Prior to planting test hole for drainage by filling with water, if hole does not drain within four hours, do not plant. Contact landscape architect. D. Use planting soil to backfill plant pits. Crown of root ball shall be 1" above finished grade. Set plant plumb and brace rigidly in position until planting soil has been tamped solidly around the ball and roots. When plant pits have been backfilled approximately 2/3 full, water thoroughly, saturating rootball, before installing remainder of the planting soil to top of pit, eliminating all air pockets. E. Smooth planting areas to conform to specified grades after full settlement has occurred. F. Form saucer with 4 in. high berm around tree and shrub pits 12 inches wider that the root ball diameter. G. Water all plants immediately after planting. 3.09 STAKING A. Staking shall be completed immediately after planting. Plants shall stand plumb after staking. B. Locate stakes in position relative to the prevailing wind as shown on detail. C. Attach tree straps as per details. D. Need for auxiliary stake shall be determined in the field by the landscape architect and shall only be used when trees are exceptionally spindly. If necessary, place auxiliary stake adjacent to tree leader and tie with polyethylene nursery tape at 10 inch intervals. Auxiliary stake to be bamboo or equal. 3.10 PRUNING: Prune plants only at the time of planting and according to standard horticultural practices to preserve the natural character of the plant. Trees shall be pruned at the direction of the landscape architect in accordance with current I.S.A. Standards. Remove all dead wood, suckers and broken or badly bruised branches. Use only clean sharp tools. Do not prune to compensate for root loss. Landscape contractor is responsible for replacement of all improperly pruned plant material. 3.11 GROUND COVER PLANTING A. Plant ground cover plant at optimum depth for proper growth. Do not bury deeper than the original soil level which was established in the nursery can. Avoid air pockets. B. Apply post plant or surface application fertilizer at the rate of 5 lbs. per 1000 sq.ft. Water bed thoroughly after fertilizer application. Wash all fertilizer from leaves of plant materials. 3.11 BIOSWALE SOD A. To be “Biofiltration Sod” as produced by Delta Bluegrass Company, or approved equal. 3.12 SOD BED PREPARATION A. Roll amended soil with 200 lb. water ballast roller. B. Sod immediately thereafter, provided the sod bed has remained in a friable condition. 3.13 SODDING OPERATIONS A. Sod must be delivered to site within 24 hours of cutting. Lay sod so that adjacent strips butt tightly with no spaces between strips. Lay sod on slopes and mounds with strips parallel to contours. Stagger joints and do not overlap seams. Sodded areas shall be flush with adjoining seeded areas. B. Tamp and roll sod thoroughly to make contact with sod bed. C. Apply post planting fertilizer at a rate of 5 lbs. per 1000 s.f. D. Water sod thoroughly. E. No portion of the sod lawn will be allowed to dry out until the sod is well rooted. F. Supplemental Temporary Irrigation: Contractor shall be responsible for temporary supplemental irrigation of all bio-retention areas through the sod establishment period. Method of irrigation application is discretionary and may include hand watering or installation of a temporary, above grade overhead spray circuit. Any replacement of sod necessary for loss or damage to sod due to lack of water shall be the responsibility of the contractor at contractor's expense. PART 4 TREE PRESERVATION 4.01 CONSTRUCTION IMPACT: The impact of construction within the project area will be minimal when appropriate protection measures are implemented. The following specifications have been developed to minimize impact on the area. A. The landscape architect shall be called to inspect and verify staked location of trenches within the project zone. No trenching, pruning or tree removal shall take place without the approval of the landscape architect. B. The smallest possible equipment shall be used for all construction work to minimize damage to the existing trees. C. If the installation of storm drains or irrigation lines is to occur within the drip line of any major tree, a professional arborist shall be called upon to inspect the tree and determine whether head pruning will be necessary to balance the projected loss of roots. D. Following completion of grading, all soil shall be brought back to original grade. No additional soil shall be allowed to remain at the base of any shrub or tree, and grade shall not be changed to allow collection of surface drainage at the base of any shrub or tree. E. Minimal disturbance to the natural setting is to occur during trenching and installation of pipe lines. The mainlines are to be set 18" below grade. F. Trenches shall be the minimum width possible to accommodate the specified diameter of pipe. G. Existing foliage shall be preserved wherever possible. When it becomes necessary to remove any limbs from remaining trees the following guidelines shall be followed: 1. No branches shall be damaged or broken. 2. Prior to installation of lines it shall be determined what foliage needs to be removed and pruning shall be done using a sharp saw. 3. Limbs shall be removed back to the nearest lateral branch or trunk, using a flush cut. 4. All cuts shall be painted with a commercial asphaltic compound designed specifically for covering pruning wounds. H. No roots over 2" in diameter shall be torn or damaged. When it becomes necessary to remove any major roots over 2" in diameter, a sharp saw shall be used and the wound treated as described in G-4 above. I. Following the installation of the pipelines all soil from the trenches shall be brought back to the original grade. No soil shall be allowed to remain at the base of any tree or shrub, and grade shall not be changed to allow collection of surface drainage at the base of any tree or shrub. J. All pruning and plant debris associated with the installation shall be removed from the site and disposed in an appropriate manner. 4.02 IMPACT OF GRADING :Protection of all existing trees within the construction zone is to be given the highest priority. As described in the following section, the trees within the project area will be protected by a temporary construction fence during all construction phases, including rough and final grading. Grade changes will be prevented around the base of these trees by this fence, and the impact of grading will be negligible as it will occur outside the drip line of all trees. 4.03 MEASURES TO PROTECT VEGETATION FROM CONSTRUCTION ACTIVITIES: A minimum six foot cyclone fence shall be erected aRound the drip line of all trees located within the project area prior to the beginning of any construction activities, including grading. General Contractor shall direct all equipment, subcontractors and personnel to remain outside the fenced area. Warning signs shall be posted on the fence indicating a protected area. As shown on the irrigation plan the cyclone fence will be placed around all existing trees to be saved. The purpose of this fence is to discourage the parking of vehicles under the trees and prevent grading or storage of material too close to the tree trunks. END OF SECTION 02800 PA P E M A C H I N E R Y 53 0 0 C O M M E R C E B L V D RO H N E R T P A R K , C A 9 4 9 2 8 DATE: MLA JOB #: SCALE: DRAWN: 2020-28 1" = 20' DM L5 SHEET L5 OF 5 LA N D S C A P E SP E C I F I C A T I O N S 8/15/22 C2021 MACNAIR LANDSCAPE ARCHITECTURE, NOT FOR GENERAL USE OR PUBLICATION, ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MACNAIR LANDSCAPE ARCHITECTURE. MACNAIR LANDSCAPE ARCHITECTURE IS NOT RESPONSIBLE FOR THE ACCURACY OF ANY PLANS OR SURVEYS NOT DIRECTLY PREPARED BY THEM. SITE DIMENSIONS, GRADES, WATER PRESSURES AND GENERAL CONDITIONS SHALL BE VERIFIED PRIOR TO BEGINNING OF ANY WORK ON SITE. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. L A N D S C A P EA R C H I T E C T U R E P O ST O FFIC E B O X 2 5 1 K E N W O O D, C A LIF O R NIA 9 5 4 5 2 TEL (707) 833-2288 RLA #2800 don@macnairlandscapes.com MACNAIR AP N # 1 4 3 - 0 2 1 - 0 0 6 / 0 1 3 NO. 2800 EXP. 8/31/23 Exhibit A LIGHT FIXTURE, 1 x 4 - PENDANT MOUNTED LIGHT FIXTURE, 1 x 8 - PENDANT MOUNTED LIGHT FIXTURE, 1 x 4 - RECESSED MOUNTED LIGHT FIXTURE, 1 x 8 - RECESSED MOUNTED LIGHT FIXTURE, 1 x 4 - SURFACE MOUNTED LIGHT FIXTURE, 2 x 2 - RECESSED MOUNTED LIGHT FIXTURE, 2 x 4 - RECESSED MOUNTED LIGHT FIXTURE, 2 x 2 - SURFACE MOUNTED LIGHT FIXTURE, 2 x 4 - SURFACE MOUNTED LIGHT FIXTURE, 4' STRIP - SURFACE MOUNTED LIGHT FIXTURE, 8' STRIP - SURFACE MOUNTED LIGHT FIXTURE, EGRESS - WALL MOUNTED LIGHT FIXTURE, EXIT DOUBLE FACE - CEILING MOUNTED LIGHT FIXTURE, EXIT DOUBLE FACE - WALL MOUNTED LIGHT FIXTURE, EXIT SINGLE FACE - CEILING MOUNTED LIGHT FIXTURE, 1 x 8 - SURFACE MOUNTED LIGHT FIXTURE, EXIT SINGLE FACE - WALL MOUNTED LIGHT FIXTURE - PENDANT MOUNTED LIGHT FIXTURE - RECESSED MOUNTED LIGHT FIXTURE, WALL WASH - RECESSED MOUNTED LIGHT FIXTURE - POLE MOUNTED LIGHT FIXTURE, NO ARM - POLE MOUNTED OR BOLLARD LIGHT FIXTURE - SURFACE MOUNTED LIGHT FIXTURE - WALL MOUNTED CIRCUIT - CONCEALED CIRCUIT - EXPOSED CIRCUIT - UNDER FLOOR, GROUND OR SLAB CIRCUIT - HOME RUN CIRCUIT - STUB OUT CIRCUIT - STUB DOWN CIRCUIT - STUB UP CIRCUIT - COMPLETE CONNECTION E-001 ELECTRICAL LEGEND AND ABBREVIATIONS E-003 PHOTOMETRIC SITE PLAN E-101 ELECTRICAL SITE PLAN E-501 DETAILS - ELECTRICAL E-502 DETAILS - ELECTRICAL DEMO KEYED NOTE TAG ELECTRICAL EQUIPMENT TAG KEYED NOTE TAG1 X X MECHANICAL EQUIPMENT TAG X REVISION DELTA EQUIPMENT MANUFACTURER'S IDENTIFICATION NUMBER1 ATS PANEL CIRCUIT BREAKER FUSE ATS PANEL 1LA 100A 3P XXXA XXP XXXA XXP UTILITY FUSE GROUND ROD M M METER METER CT TRANSFORMER JUNCTION BOX - WALL MOUNTED +18" A.F.F. U.O.N.J J J JUNCTION BOX - FLOOR MOUNTED JUNCTION BOX - CEILING MOUNTED POWER OUTLET, DEDICATED DUPLEX - FLOOR MOUNTED, FLUSH LID U.O.N. POWER OUTLET, FOURPLEX - CEILING MOUNTED POWER OUTLET, FOURPLEX - FLOOR MOUNTED, FLUSH LID U.O.N. POWER OUTLET, DEDICATED FOURPLEX - FLOOR MOUNTED, FLUSH LID U.O.N. POWER OUTLET, DUPLEX - FLOOR MOUNTED, FLUSH LID U.O.N. POWER OUTLET, DEDICATED DUPLEX - WALL MOUNTED +18" A.F.F. U.O.N. POWER OUTLET, SWITCHED DUPLEX - +18" A.F.F. U.O.N. POWER OUTLET, FOURPLEX - WALL MOUNTED +18" A.F.F. U.O.N. POWER OUTLET, DEDICATED FOURPLEX - WALL MOUNTED +18" A.F.F. U.O.N. POWER OUTLET , DUPLEX - WALL MOUNTED +18" A.F.F. U.O.N. POWER OUTLET, SIMPLEX - WALL MOUNTED +18" A.F.F. U.O.N. SWITCH, 3-WAY CONTROL - WALL MOUNTED +42" A.F.F. U.O.N. SWITCH, DIMMER CONTROL - WALL MOUNTED +42" A.F.F U.O.N. SWITCH, MOTOR RATED - NOTED MOUNTING LV MASTER CONTROL - WALL MOUNTED +42" A.F.F U.O.N. LV VACANCY SENSOR CONTROL - CEILING MOUNTED SWITCH, SINGLE CONTROL - WALL MOUNTED +42" A.F.F. U.O.N. S3 SD SM POWER OUTLET, DEDICATED DUPLEX - CEILING MOUNTED POWER OUTLET, DEDICATED FOURPLEX - CEILING MOUNTED POWER OUTLET, DUPLEX - CEILING MOUNTED S4 SWITCH, 4 WAY CONTROL - WALL MOUNTED +42" A.F.F. U.O.N. S PC SWITCH, PHOTO CELL ELECTRICAL DEVICES LIGHT FIXTURES DIAGRAMS EQUIPMENT CIRCUITING MISCELLANEOUS DISCONNECT, NON-FUSED DISCONNECT, WITH FUSE DIVISION 15 FAN STARTER, WITH CIRCUIT BREAKER STARTER, WITH FUSE STARTER, NON-FUSED PANELBOARD FLUSH PANELBOARD SURFACE ENCLOSURE FLUSH DISTRIBUTION BOARD ENCLOSURE SURFACE METER SECTION MOTOR MTTB M TRANSFORMER SITE PULL BOX / VAULT SECURITY TC ASTRONOMICAL TIME CLOCK PLUG LOAD CONTROLLER - MOUNT IN ACCESSIBLE LOCATION CONTROLS LV SCENE SWITCH - WALL MOUNTED +42" A.F.F U.O.N. (NUMBER OF SCENE BUTTONS AS INDICATED)Sx ROOM LIGHTING CONTROLLER - MOUNT IN ACCESSIBLE LOCATION (NUMBER OF ZONES AS INDICATED)RCx S V1 S V2 SWITCH, VACANCY CONTROL - SINGLE POLE - WALL MTD +42" A.F.F U.O.N. SWITCH, VACANCY CONTROL - DUAL POLE - WALL MOUNTED +42" A.F.F U.O.N. (FAN CONTROL SHALL BE PROVIDED WITH TIME DELAY) V DL LV DAYLIGHTING SENSOR CONTROL - DUAL ZONE - CEILING MOUNTED PLC M LIGHT FIXTURE, EXIT WITH EGRESS - WALL/CEILING MOUNTED DC MS SECURITY MOTION SENSOR: +84" AFF TO TOP OF SINGLE GANG BOX, 3/4"CONDUIT STUBBED TO ACCESSIBLE SPACE ABOVE CEILING SECURITY DOOR CONTACT: 1/2" CONDUIT FROM DOOR FRAME STUBBED TOACCESSIBLE SPACE ABOVE CEILING INTRUSION ALARM KEYPAD: +44" TO TOP OF SINGLE GANG BOX, 3/4" CONDUITSTUBBED TO ACCESSIBLE SPACE ABOVE CEILINGK SINGLE GANG BOX FOR SECURITY CAMERA: 3/4" CONDUIT TO ACCESSIBLESPACE ABOVE CEILING, MOUNT HIGH ON WALL, VERIFY BOX LOCATIONS ANDHEIGHTS WITH DISTRICT PRIOR TO ROUGH-INC T LOW VOLTAGE VOICE/DATA OUTLET - NOTED MOUNTING VOICE/DATA OUTLET - WALL MOUNTED +18" A.F.F. DATA OUTLET FOR EXTERIOR WIRELESS ACCESS POINT, +10'-0" A.F.F. DATA OUTLET - WALL MOUNTED +18" A.F.F. VOICE OUTLET - +48" A.F.F. TO CENTER WITH PHONE MOUNT KEYSTONE WALL PLATE, SINGLE GANG, 1-PORT STAINLESS STEEL VOICE OUTLET - WALL MOUNTED +18" A.F.F. WP EXTERIOR SPEAKER: +96" A.F.F. U.O.N., 3/4" CONDUIT STUBBED INTOACCESSIBLE SPACE ABOVE CEILING SPEAKER/ CLOCK: +96" A.F.F. U.O.N., 1" CONDUIT STUBBED INTOACCESSIBLE SPACE ABOVE CEILING WP CEILING SPEAKER DATA OUTLET - CEILING MOUNTED WALL MOUNTED SPEAKER: +96" A.F.F. U.O.N., 3/4" CONDUIT STUBBED INTOACCESSIBLE SPACE ABOVE CEILING DATA OUTLET - CEILING MOUNTED FOR WIRELESS ACCESS POINT.WAP DATA OUTLET - NOTED MOUNTED WAPWP 4-GANG IN-WALL A/V CONNECTION ENCLOSURE (HUBBELL #NSAV124M) WITH (1) RECEPTACLE POWER KIT MOUNTED AT +60" AT FLAT PANEL LOCATION. PROVIDE 1" CONDUIT TO ACCESSIBLE CEILING SPACE AV1 TV OUTLET, WALL MOUNTED +18" A.F.F., U.O.N., 3/4" CONDUIT STUBBED INTO ACCESSIBLE SPACE ABOVE CEILINGTV VOICE OUTLET - FLOOR MOUNTED DATA OUTLET - FLOOR MOUNTED VOICE/DATA OUTLET - FLOOR MOUNTED ABBREVIATIONS ELECTRICAL SHEET INDEX A AMPERES AC ALTERNATING CURRENT A.F.F. ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AL ALUMINUM ANN ANNUNCIATOR APPROX APPROXIMATE ARF ABOVE RAISED FLOOR AWG AMERICAN WIRE GAUGE BAT BATTERY BFG BELOW FINISH GRADE CENTERLINE C, CND CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CO CONDUIT ONLY COMM COMMUNICATIONS CONST CONSTRUCTION CONT CONTINUED CP CONTROL PANEL CPT CONTROL POWER TRANSFORMER CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT DWG DRAWING (E) EXISTING EA EACH EF EXHAUST FAN EMT ELECTRICAL METALLIC CONDUIT ENT ELECTRICAL NON-METALLIC CONDUIT EP EXPLOSION PROOF EQ EQUAL EVACS EMERGENCY VOICE & COMMUNICATIONS SYSTEM (F) FUTURE FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FC FAN COIL G, GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER HV HIGH VOLTAGE HVAC HEATING, VENTILATION & AIR-COND. IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT JB JUNCTION BOX KV KILO VOLT KVA KILO VOLT-AMP KW KILO WATT LV LOW VOLTAGE MAX MAXIMUM MC METAL-CLAD MCC MOTOR CONTROL CENTER MFR, MFGR MANUFACTURER MIC MICROPHONE MIN MINIMUM MDP MAIN DISTRIBUTION BOARD MSB MAIN SWITCHBOARD MTD MOUNTED (N) NEW N, NEUT NEUTRAL N/A NOT APPLICABLE NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER PNL PANEL PVC POLYVINYL CHLORIDE PB PULL BOX, ELECTRICAL REQD REQUIRED RGS, RSG RIGID GALVANIZED STEEL RTU REMOTE TERMINAL UNIT SP SPACE, SPARE SS STAINLESS STEEL SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TP TAMPER PROOF TYP TYPICAL UF UNDER FLOOR UG UNDER GROUND U.O.N. UNLESS OTHERWISE NOTED V VOLT VA VOLT-AMP W/0 WITHOUT WP WEATHER PROOF XFMR TRANSFORMER APPLICABLE CODES & STANDARDS REFERENCES ADA REQUIREMENTS A. ALL HEIGHTS CALLED OUT ON PLANS ARE TO CENTERLINE OF DEVICE, U.O.N. B. FOLLOW ALL ADA REQUIREMENTS FOR DEVICE MOUNTING: ·MAX UNOBSTRUCTED FORWARD REACH 48-INCHES TO TOP OF DEVICE. ·MIN UNOBSTRUCTED FORWARD REACH 15-INCHES TO BOTTOM OF DEVICE. ·MAX OBSTRUCTED FORWARD REACH 44-INCHES TO TOP OF DEVICE. ·MAX OBSTRUCTED SIDE REACH 46-INCHES TO TOP OF DEVICE. XX X E1 E2 X E- X DETAIL REFERENCE DETAIL REFERENCE PLAN NORTH ARROW LV SWITCH, UP TO FOUR ZONES, EACH WITH ON/OFF AND DIMMER CONTROL - WALL MOUNTED +42" A.F.F U.O.N.DX PARTIAL LIST OF APPLICABLE CODES AS OF January 1, 2020* 2019 California Administrative Code (CAC), Part 1, Title 24 CCR* 2019 California Building Code (CBC), Part 2, Title 24 CCR (2018 International Building Code, Vol. 1 & 2, and 2019 California amendments) 2019 California Electrical Code (CEC), Part 3, Title 24 CCR (2017 National Electrical Code and 2019 California Amendments) 2019 California Mechanical Code (CMC), Part 4, Title 24 CCR (2018 IAPMO Uniform Mechanical Code and 2019 California amendments) 2019 California Plumbing Code (CPC), Part 5, Title 24 CCR (2018 IAPMO Uniform Plumbing Code and 2019 California amendments) 2019 California Energy Code (CEC), Part 6, Title 24 CCR 2019 California Fire Code (CFC), Part 9, Title 24 CCR (2018 International Fire Code and 2019 California Amendments) 2019 California Existing Building Code (CEBC), Part 10, Title 24 CCR (2018 International Existing Building Code and 2019 California Amendments) 2019 California Green Building Standards Code (CALGreen), Part 11, Title 24 CCR 2019 California Referenced Standards Code, Part 12, Title 24 CCR Title 19 CCR, Public Safety, State Fire Marshal Regulations 2016 ASME A17.1/CSA B44-13 Safety Code for Elevators and Escalators (per 2019 CBC Part 2 Ch 35) Note: Cal/OSHA Elevator Unit enforces CCR Title 8 and uses the 2004 ASME A17.1 by adoption PARTIAL LIST OF APPLICABLE STANDARDS NFPA 13 - Standard for the Installation of Sprinkler Systems (CA amended)......................2016 Edition NFPA 14 - Standard for the Installation of Standpipe and Hose Systems (CA amended)....2016 Edition NFPA 17 - Standard for Dry Chemical Extinguishing Systems.............................................2017 Edition NFPA 17A - Standard for Wet Chemical Extinguishing Systems..........................................2017 Edition NFPA 20 - Standard for the Installation of Stationary Pumps for Fire Protection..................2016 Edition NFPA 22 - Standard for Water Tanks for Private Fire Protection..........................................2013 Edition NFPA 24 - Standard for the Installation of Private Fire Service Mains and Their Appurtenances (CA amended)................................................................................2016 Edition NFPA 72 - National Fire Alarm and Signaling Code (CA amended).....................................2016 Edition NFPA 80 - Standard for Fire Doors and Other Opening Protectives.....................................2016 Edition NFPA 2001 - Standard on Clean Agent Fire Extinguishing Systems (CA amended)............2015 Edition UL 300 - Standard for Fire Testing of Fire Extinguishing Systems for Protection of Commercial Cooking Equipment.................................................................2005 (R2010) UL 464 - Audible Signaling Devices for Fire Alarm and Signaling Systems, Including Accessories.......................................................................................................2003 Edition UL 521 - Standard for Heat Detectors for Fire Protective Signaling Systems.......................1999 Edition UL 1971 - Standard for Signaling Devices for the Hearing Impaired.....................................2002 (R2010) ICC 300 - Standard for Bleachers, Folding and Telescopic Seating, and Grandstands........2017 Edition For a complete list of applicable NFPA standards refer to 2019 CBC (SFM) Chapter 35 and California Fire Code Chapter 80. See California Building Code Chapter 35 for State of California amendments to the NFPA Standards. *All parts of the 2019 California Building Code become effective January 1, 2020 except the effective date for the use of the 2019 Building Energy Efficiency Standards (Title 24, Part 1, Chapter 10) is January 8, 2019 and the effective date for the use of the California Administrative Code (Title 24, Part 1, Chapter 4) is January 8, 2019.SWITCH, DIMMER WITH VACANCY CONTROL - WALL MOUNTED +42" A.F.F U.O.N.SVD PAPE KENWORTH SITE LIGHTING 5300 COMMERCE BLVD. ROHNERT PARK, CA DRAWN BY: DESIGNER: PROJ MGR: ISSUE DATE: SHEET NUMBER: PLANNING REVIEW SEAL: SHEET NAME: PROJECT: DB DB P.O. BOX 3103 ROHNERT PARK, CA 94927 www.brokawdesign.com 21 3 4 5 A B C D E 21 3 4 A B C D E PEER REVIEW: 8/8/2022 CAC REVISION SCHEDULE NO. DESCRIPTION DATE CAC 8/8/2022 BrokawDesign PLANNING REVIEW 8/8/2022 E001 ELECTRICAL LEGEND AND ABBREVIATIONS Exhibit A SURVEY POINTSURVEY POINT 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.7 0.5 0.3 0.2 0.2 0.2 0.3 0.6 0.7 0.7 0.5 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.5 1.2 1.8 1.8 1.3 0.5 0.3 0.4 0.3 0.7 1.4 1.6 1.7 1.1 0.4 0.3 0.3 0.3 0.4 0.7 0.8 0.8 0.5 0.3 0.2 0.1 0.3 0.8 1.4 2.4 3.7 5.9 6.0 3.8 2.6 1.8 1.7 1.9 2.7 4.2 6.3 5.6 3.4 2.4 1.5 0.9 0.6 1.0 1.6 1.4 1.9 1.3 0.6 0.4 0.3 0.4 0.8 1.6 2.7 3.8 5.5 5.6 3.9 2.9 2.1 1.8 2.2 3.1 4.3 5.8 5.4 3.8 2.8 2.1 1.9 2.3 3.1 4.9 6.8 5.8 3.8 2.7 1.8 0.9 0.4 1.0 2.0 3.3 4.4 5.0 5.0 4.5 3.6 2.5 2.2 2.7 3.8 4.7 5.1 5.1 4.4 3.6 2.7 2.4 2.7 3.6 5.1 6.6 6.3 5.0 3.7 2.5 1.3 0.5 1.0 1.8 2.9 4.0 4.4 4.4 4.1 3.0 2.4 2.2 2.5 3.3 4.3 4.6 4.8 4.2 3.4 3.0 3.1 3.6 4.6 5.5 6.1 7.0 6.6 5.5 3.6 2.2 0.4 0.7 1.6 2.2 2.7 2.6 2.4 2.4 2.1 1.7 1.5 1.8 2.3 2.7 2.8 3.1 3.2 3.0 3.1 3.4 3.8 4.4 5.4 6.0 7.4 7.4 6.2 4.7 3.1 0.3 0.6 1.5 1.6 1.8 1.7 1.3 1.0 0.9 0.8 0.8 1.0 1.2 1.5 1.8 2.2 2.3 2.7 3.2 3.7 3.8 3.9 4.1 4.4 6.2 7.5 6.6 6.2 4.9 0.3 0.6 1.9 2.2 2.5 2.0 1.3 0.7 0.6 0.6 0.7 0.8 1.1 1.6 2.3 2.7 2.8 3.3 4.0 4.1 4.1 3.6 3.4 3.6 5.2 6.8 6.5 7.0 4.0 0.4 0.8 2.8 3.3 3.7 2.9 1.7 0.7 0.5 0.5 0.7 1.0 1.5 2.2 3.0 3.8 4.0 4.7 4.9 4.8 5.1 4.8 4.2 4.0 5.6 7.1 6.6 6.4 5.1 0.7 1.8 4.4 4.5 4.9 3.9 1.9 0.7 0.4 0.5 0.7 1.1 1.8 2.8 3.8 3.8 3.3 4.3 3.9 3.7 4.2 4.6 3.5 3.9 6.0 7.2 7.1 5.6 4.1 0.9 2.4 6.9 6.0 5.7 4.4 2.0 0.7 0.4 0.4 0.6 1.0 1.7 2.6 3.9 2.8 2.6 5.4 7.3 7.1 5.8 4.4 1.0 2.6 6.9 6.4 6.6 5.0 2.4 0.8 0.4 0.4 0.6 1.0 1.7 2.7 4.6 3.1 3.1 5.9 7.7 7.1 7.2 5.9 0.7 1.8 5.5 6.3 7.0 5.6 3.2 2.8 0.9 2.4 1.1 2.9 2.2 4.4 4.7 3.6 4.0 6.2 7.6 6.9 7.1 6.1 0.7 1.8 5.5 6.3 7.0 5.6 6.7 12.0 3.9 11.9 4.2 12.5 5.0 13.5 12.1 7.3 6.5 7.0 7.3 6.1 5.2 4.2 0.9 2.5 6.9 6.4 6.6 5.5 20.7 6.5 7.1 6.6 5.5 4.0 2.7 0.9 2.2 7.0 6.0 5.7 4.4 3.0 5.0 6.3 5.8 4.7 3.2 2.0 0.7 1.8 4.5 4.5 4.9 3.9 3.9 5.6 6.0 5.1 3.6 2.5 1.4 0.4 0.8 2.7 3.2 3.7 3.2 20.0 7.1 5.8 4.3 2.9 1.9 1.1 0.2 0.5 1.8 2.0 2.3 1.9 3.3 5.6 5.6 4.2 2.7 1.7 0.9 0.1 0.3 1.1 1.0 1.3 1.5 19.1 5.0 5.2 3.9 2.6 1.6 0.9 0.1 0.2 0.5 0.5 0.6 0.6 2.6 6.4 5.0 3.4 2.1 1.3 0.7 0.1 0.1 0.3 0.6 1.0 0.6 18.6 4.9 4.1 2.8 1.9 1.1 0.6 0.1 0.1 0.3 0.5 0.9 1.5 2.6 3.9 3.6 2.7 1.9 1.2 0.7 0.1 0.1 0.3 0.5 0.9 1.4 2.3 3.9 4.7 4.4 4.0 2.4 3.0 2.8 2.4 2.2 1.9 1.6 0.1 0.1 0.3 0.6 1.0 1.7 2.6 3.8 3.4 3.5 3.9 2.6 2.4 2.0 2.1 2.5 3.7 3.4 0.1 0.2 0.4 0.7 1.2 1.9 2.7 3.2 2.7 2.7 3.2 2.8 2.3 1.6 1.2 1.1 0.9 0.1 0.2 0.4 0.7 1.2 1.9 2.8 3.2 2.8 2.8 3.2 2.9 2.1 1.5 1.1 0.9 0.6 0.1 0.2 0.3 0.6 1.1 1.9 2.6 3.3 2.9 2.9 3.4 2.8 2.1 1.4 1.0 0.9 0.8 0.7 0.1 0.2 0.3 0.6 0.9 1.5 2.5 3.9 4.6 4.1 4.1 2.6 1.7 1.2 1.1 1.1 1.2 1.0 1.0 1.0 0.9 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.1 0.2 0.3 0.6 1.0 1.6 2.5 3.9 4.5 4.1 4.1 2.6 1.8 1.3 1.3 1.5 1.8 1.8 1.6 1.7 1.4 0.9 0.5 0.3 0.2 0.3 0.4 0.5 0.5 0.4 0.4 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.9 2.7 3.3 2.9 2.9 3.4 2.8 2.2 1.6 1.6 2.0 2.4 2.7 2.6 2.4 1.9 1.2 0.6 0.4 0.4 0.5 0.8 1.2 1.1 0.9 0.9 0.2 0.1 0.1 0.2 0.4 0.8 1.2 1.9 2.8 3.2 2.9 2.9 3.3 3.1 2.3 1.9 2.0 2.4 3.2 4.3 4.6 3.4 2.1 1.1 0.9 0.8 0.8 1.0 1.5 2.0 2.1 1.7 1.5 0.3 0.2 0.1 0.2 0.4 0.7 1.2 1.9 2.7 3.2 2.8 2.8 3.4 3.0 2.5 2.2 2.4 2.9 3.2 3.7 3.2 2.4 1.6 0.9 1.5 1.5 1.6 1.6 2.3 3.1 3.5 2.9 2.5 0.5 0.3 0.1 0.2 0.3 0.6 1.0 1.7 2.6 3.8 3.8 3.6 4.1 3.0 2.4 2.2 2.4 2.9 3.5 2.8 1.8 2.5 2.3 2.0 2.9 4.3 4.6 4.0 3.8 1.3 0.5 0.1 0.2 0.3 0.6 0.9 1.5 2.4 4.0 5.0 4.7 4.2 2.9 2.3 2.2 2.8 3.5 4.7 3.9 2.8 3.9 2.8 2.3 2.9 4.6 5.2 5.6 6.0 1.9 0.8 0.1 0.2 0.3 0.6 1.1 1.8 2.7 3.6 3.3 3.3 4.0 3.2 2.7 2.5 3.0 4.0 5.9 3.5 3.5 5.0 3.1 2.4 3.0 4.7 5.3 5.6 5.9 1.9 0.8 0.1 0.2 0.4 0.7 1.2 2.0 2.8 3.3 2.9 3.0 3.6 3.4 3.1 3.1 3.7 4.4 5.0 3.6 3.4 4.7 3.7 3.0 3.5 4.6 4.8 4.1 3.8 1.3 0.5 0.1 0.2 0.4 0.7 1.3 2.0 2.8 3.3 2.8 3.0 3.6 3.5 3.3 3.4 3.9 4.6 4.4 3.1 3.2 4.2 4.0 3.3 3.5 3.8 3.9 3.0 2.6 0.5 0.3 0.1 0.2 0.3 0.6 1.1 1.8 2.7 3.6 3.2 3.2 4.0 3.3 2.9 2.9 3.6 4.3 5.0 3.5 3.3 4.4 3.8 3.1 2.9 2.9 2.7 2.0 1.7 0.3 0.2 0.1 0.2 0.3 0.6 1.0 1.5 2.5 4.0 4.7 4.3 4.4 3.0 2.4 2.4 2.9 3.9 5.7 3.4 3.6 5.0 3.4 2.6 2.3 2.4 2.0 1.5 1.4 0.3 0.2 0.1 0.2 0.3 0.6 1.0 1.7 2.6 3.9 3.7 3.6 4.2 3.1 2.5 2.3 2.7 3.3 4.1 2.9 3.2 4.4 3.0 2.3 2.3 2.4 2.1 1.7 1.4 0.3 0.2 0.1 0.2 0.4 0.7 1.2 1.9 2.7 3.2 2.7 2.8 3.5 3.2 2.7 2.4 2.4 2.7 2.5 1.8 2.1 2.9 2.5 2.3 2.7 3.0 3.1 2.3 2.0 0.3 0.2 0.1 0.2 0.4 0.8 1.3 1.9 2.8 3.2 2.9 3.0 3.5 3.3 2.6 2.2 2.0 1.9 1.6 1.1 1.5 1.8 2.0 2.0 3.0 3.9 4.2 3.4 3.0 0.9 0.4 0.1 0.2 0.4 0.7 1.2 1.9 2.7 3.2 2.8 3.1 3.6 3.1 2.4 1.8 1.4 1.1 0.9 0.6 0.9 1.0 1.2 1.5 2.9 4.8 5.1 5.0 5.0 1.5 0.6 0.1 0.2 0.3 0.6 1.0 1.6 2.5 3.9 4.3 4.5 4.4 3.0 2.1 1.5 1.0 0.8 0.9 1.2 1.1 0.8 0.7 1.1 2.8 4.9 5.5 6.3 6.8 1.4 0.7 0.1 0.2 0.3 0.5 0.9 1.5 2.4 3.9 4.6 4.7 4.6 3.2 2.2 1.5 1.0 0.7 1.3 2.2 2.6 2.9 2.4 2.5 2.0 0.8 0.6 1.1 3.0 5.4 5.8 5.7 5.8 1.7 0.7 0.1 0.2 0.3 0.6 1.1 1.7 2.5 3.1 2.8 3.5 4.0 3.8 2.9 2.0 1.3 1.5 3.2 5.4 8.1 7.0 7.2 7.5 4.4 2.5 1.0 1.2 3.2 5.1 5.9 4.9 4.4 1.1 0.5 0.1 0.2 0.4 0.7 1.1 1.8 2.5 2.9 2.6 3.7 4.0 4.6 3.7 2.6 1.7 1.8 3.9 5.8 7.6 8.2 8.0 7.4 5.1 2.9 1.1 1.3 3.2 5.0 6.0 5.0 4.4 0.8 0.5 0.1 0.2 0.4 0.7 1.1 1.8 2.5 2.9 2.6 4.4 4.4 5.4 4.6 2.9 1.9 1.9 2.8 3.7 4.1 5.4 5.2 3.8 3.4 2.2 1.2 1.1 2.9 5.2 5.9 5.2 4.9 1.6 0.7 0.1 0.2 0.3 0.6 1.0 1.7 2.4 3.1 2.9 4.8 5.1 6.0 4.7 3.2 1.9 1.5 1.7 1.9 2.0 2.7 2.5 1.9 1.8 1.3 0.9 1.0 2.5 4.7 5.8 6.1 6.6 1.9 0.8 0.1 0.1 0.3 0.5 0.8 1.4 2.3 3.8 4.9 5.3 3.5 2.2 1.4 1.1 1.0 0.9 1.0 1.2 1.1 0.9 0.8 0.7 0.6 0.9 2.4 4.7 5.6 5.9 6.3 2.0 0.8 0.1 0.1 0.2 0.5 0.8 1.4 2.3 3.7 4.2 4.5 3.3 2.1 1.3 0.9 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.5 0.5 0.9 2.6 4.7 5.4 4.8 4.5 1.5 0.6 0.1 0.1 0.3 0.5 0.9 1.5 2.2 3.1 3.5 2.2 3.7 5.0 3.8 2.5 2.0 2.1 3.0 5.3 6.8 6.4 6.7 5.3 5.3 4.1 2.6 1.6 0.9 0.6 0.4 0.3 0.3 0.2 0.3 0.3 0.3 0.5 1.0 2.6 4.3 5.3 4.5 4.0 0.8 0.4 0.1 0.2 0.3 0.5 0.8 1.2 1.8 2.3 2.9 2.2 2.7 3.0 2.8 2.4 2.2 2.3 2.9 3.9 4.9 5.0 4.9 3.9 4.2 3.4 2.2 1.3 0.8 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.4 0.9 2.6 4.3 5.3 4.5 4.0 0.9 0.4 0.1 0.2 0.4 0.5 0.7 1.0 1.3 1.6 2.0 1.7 2.0 1.9 2.0 1.9 1.9 2.0 2.4 2.9 3.3 3.8 3.3 2.8 2.9 2.2 1.6 1.0 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.3 0.4 0.8 2.4 4.6 5.4 4.8 4.6 1.6 0.6 0.2 0.3 0.4 0.6 0.9 1.1 1.3 1.4 1.7 1.4 1.3 1.2 1.3 1.4 1.4 1.5 1.7 1.8 2.1 2.3 2.1 1.8 1.8 1.4 1.1 0.9 1.0 0.8 0.9 0.8 0.7 0.5 0.4 0.3 0.3 0.3 0.7 2.0 4.3 5.3 5.7 6.3 1.9 0.8 0.2 0.3 0.5 0.8 1.2 1.6 1.9 2.0 2.1 1.4 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.4 1.4 1.4 1.2 1.2 1.1 0.9 1.1 1.7 1.6 1.7 1.4 1.1 0.7 0.5 0.3 0.3 0.3 0.6 1.9 4.0 5.1 5.4 5.8 2.0 0.8 0.2 0.3 0.7 1.1 1.6 2.3 3.2 3.3 3.1 2.2 1.4 1.2 1.1 0.9 0.9 1.0 0.9 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.2 1.8 2.7 3.0 3.0 2.2 1.5 1.0 0.7 0.4 0.3 0.3 0.6 1.9 3.6 4.3 4.0 3.5 1.3 0.5 0.2 0.3 0.7 1.3 2.1 3.0 4.1 4.7 4.4 3.2 2.1 1.6 1.2 0.8 0.9 1.2 1.4 1.0 1.5 1.2 0.9 0.9 1.2 1.6 2.0 3.2 4.1 4.5 4.0 2.9 2.0 1.3 0.7 0.4 0.3 0.3 0.6 1.6 2.6 3.2 2.8 2.4 0.5 0.3 0.1 0.3 0.6 1.3 2.3 3.7 5.5 5.7 6.4 5.4 2.8 2.1 1.5 0.8 0.8 1.0 1.7 1.7 1.9 1.1 0.8 0.8 1.5 1.9 2.7 4.9 6.1 5.4 5.3 3.7 2.3 1.3 0.7 0.4 0.2 0.3 0.4 1.1 1.7 2.0 1.6 1.5 0.3 0.2 0.1 0.3 0.6 1.2 2.3 4.1 6.4 7.2 9.7 9.7 5.8 3.0 2.2 1.2 1.0 1.3 2.1 2.1 2.3 1.4 1.1 1.1 1.8 2.9 5.1 8.3 9.3 6.9 6.1 4.1 2.3 1.2 0.6 0.3 0.2 0.2 0.3 0.6 1.0 1.0 0.8 0.8 0.2 0.1 0.1 0.3 0.6 1.5 3.1 5.5 8.2 9.1 12.6 13.3 8.1 5.2 4.1 3.3 3.2 3.6 5.6 7.5 6.0 3.8 3.1 3.1 3.9 5.1 8.1 13.1 12.9 9.1 8.0 5.4 3.0 1.5 0.7 0.3 0.2 0.2 0.3 0.5 0.6 0.5 0.5 0.4 0.1 0.1 0.2 0.4 0.9 2.0 3.4 5.8 8.2 8.9 9.6 9.3 6.3 5.2 4.4 3.6 3.4 4.0 5.4 6.8 5.8 4.1 3.5 3.5 4.3 5.2 6.2 9.5 10.0 8.7 7.8 5.4 3.1 1.6 0.8 0.4 0.2 0.2 0.3 0.5 0.6 0.5 0.4 0.3 0.1 0.1 0.2 0.5 1.1 2.8 4.1 6.0 7.7 8.6 8.5 7.5 6.2 5.1 4.5 4.1 4.1 4.7 5.3 5.6 5.4 4.7 4.2 4.1 4.5 5.1 6.1 7.3 8.4 8.2 6.9 5.0 3.1 1.7 0.9 0.5 0.3 0.3 0.4 0.7 1.0 0.9 0.8 0.7 0.2 0.1 0.3 0.6 1.3 3.2 4.5 6.1 6.9 6.9 6.4 5.3 4.5 4.0 3.7 3.7 3.8 4.2 5.1 5.2 5.2 4.4 3.9 3.9 3.8 4.0 4.8 5.4 6.5 6.3 5.4 4.0 2.6 1.5 0.8 0.5 0.3 0.3 0.5 1.1 1.7 1.8 1.4 1.3 0.2 0.1 0.3 0.7 1.6 3.8 5.0 6.1 6.0 5.0 4.0 3.1 2.8 2.9 2.7 2.8 2.9 3.2 3.3 3.1 3.3 3.3 3.0 2.9 2.9 3.0 3.0 3.1 3.9 3.9 3.5 2.8 1.9 1.2 0.7 0.4 0.3 0.3 0.7 1.8 2.6 3.1 2.5 2.3 0.4 0.2 0.4 1.0 2.5 5.3 5.5 6.3 5.3 3.4 2.3 1.7 1.7 1.8 1.9 1.9 2.0 2.1 2.0 1.8 2.0 2.2 2.1 2.0 2.0 2.0 1.8 1.7 2.1 2.1 2.1 1.7 1.3 0.9 0.5 0.4 0.3 0.3 0.7 2.2 3.7 4.1 3.7 3.4 1.0 0.4 0.4 0.9 2.2 6.9 5.9 5.7 4.4 2.3 1.3 1.0 1.0 1.1 1.2 1.3 1.4 1.3 1.1 1.0 1.1 1.3 1.4 1.4 1.4 1.2 1.0 0.9 1.0 1.1 1.1 1.0 0.8 0.6 0.4 0.3 0.2 0.3 0.7 2.2 4.3 4.9 5.3 5.6 1.7 0.7 0.4 0.9 2.5 5.5 5.1 5.3 4.0 2.0 0.8 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.8 0.9 0.9 0.9 0.7 0.6 0.5 0.5 0.6 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.3 0.7 2.1 4.2 4.9 5.7 6.3 1.6 0.6 0.3 0.6 1.5 3.3 3.8 4.3 3.4 1.8 0.7 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.4 0.5 0.7 0.7 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.8 2.4 4.1 4.5 4.1 4.2 1.3 0.5 0.2 0.4 0.8 2.4 2.8 3.1 2.5 1.5 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.3 0.4 0.5 0.8 1.0 1.0 0.9 0.7 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.5 0.5 0.6 1.1 2.2 3.2 3.6 3.0 2.6 0.6 0.3 0.2 0.3 0.7 1.8 2.0 2.4 2.1 1.6 1.5 1.4 1.3 1.1 0.7 0.4 0.3 0.2 0.2 0.3 0.4 0.8 1.4 2.1 2.4 2.2 1.9 1.3 1.2 1.0 0.8 0.8 1.0 1.3 1.6 1.6 1.5 1.7 1.9 2.2 2.5 2.5 1.9 1.6 0.3 0.2 0.2 0.3 0.7 1.6 2.1 2.9 3.2 3.2 3.6 3.6 3.0 2.2 1.1 0.6 0.3 0.2 0.2 0.3 0.5 1.1 2.3 3.6 4.6 4.8 4.5 3.3 3.0 2.1 1.6 1.4 1.7 2.4 3.2 3.6 3.6 3.6 3.1 2.6 2.2 1.7 1.2 1.0 0.2 0.1 0.1 0.3 0.7 1.6 2.5 3.6 4.8 5.6 6.3 5.8 4.7 3.2 1.6 0.7 0.3 0.2 0.2 0.3 0.5 1.3 3.2 5.2 6.8 7.2 7.0 5.2 4.1 2.8 2.0 1.7 2.0 3.0 4.1 5.0 4.9 4.7 3.7 2.7 1.8 1.1 0.7 0.5 0.1 0.1 0.1 0.3 0.6 1.4 2.6 4.0 5.2 6.8 7.6 7.4 6.3 4.1 1.8 0.7 0.3 0.2 0.2 0.3 0.5 1.3 3.6 6.2 7.4 7.9 8.2 5.4 4.1 2.9 1.9 1.4 1.8 2.7 3.7 4.9 5.3 4.3 3.3 2.2 1.3 0.7 0.3 0.2 0.1 0.0 0.1 0.2 0.6 1.2 2.0 3.4 5.4 9.4 9.5 7.9 6.9 4.4 1.8 0.7 0.3 0.2 0.2 0.2 0.5 1.3 3.8 6.6 7.6 10.2 11.0 6.2 3.6 2.2 1.5 1.4 1.7 2.3 3.2 5.4 6.4 4.4 2.7 1.9 1.2 0.6 0.2 0.1 0.0 0.0 0.1 0.2 0.4 1.0 1.8 3.0 5.3 11.3 11.2 8.3 7.0 4.2 1.7 0.6 0.3 0.2 0.2 0.2 0.4 1.1 3.1 5.2 6.0 8.2 7.6 4.2 2.5 1.6 1.0 0.7 0.6 0.7 1.4 2.4 2.3 2.0 0.9 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 2.4 5.6 7.2 6.3 6.0 3.9 1.6 0.6 0.4 0.3 0.2 0.3 0.4 1.2 3.0 4.5 4.6 4.8 3.9 1.8 0.9 0.4 0.2 0.2 0.2 0.3 0.5 0.8 0.7 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.7 1.3 3.1 4.7 5.6 6.1 5.3 2.8 1.3 0.8 0.5 0.4 0.3 0.4 1.1 2.3 3.2 3.4 0.0 0.0 0.1 0.1 0.1 0.3 0.6 2.0 3.4 5.0 6.0 6.0 4.4 3.1 2.2 1.3 0.7 0.4 0.4 0.8 1.5 2.1 2.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.5 2.7 3.9 5.2 5.9 5.4 4.9 3.6 2.3 1.3 0.7 0.4 0.6 0.9 1.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 2.1 3.2 4.3 5.9 5.4 4.6 3.8 2.5 1.5 0.8 0.5 0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.3 4.2 6.5 5.7 3.8 3.0 2.0 1.2 0.6 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.7 1.4 1.4 3.7 3.0 2.2 1.4 0.7 0.4 0.2 0.1KENWORTH PARTS PAPE PARTS SERVICE COUNTER SERVICE LOUNGE SHOWER ROOM VENDING SERVICE AGENTS RECEPTION PARTS COUNTER PARTS COUNTER SERVICECOUNTER PARTS MANAGER PARTS/TOOL CHECK-IN SVC. SUPERVISOR SVC. ADMIN SVC. MANAGER DISPATCH MEN WOMEN MENS LOCKERSMEN HAND WASH WOMEN JANITORIAL TERRITORY MANAGERS STORAGE ADMIN BREAK SERVICE BREAK COPY SMALL CONF. SALES ADMIN. RENTAL MANAGER TOOLS ELEV. STAIRS SERVICE AWNING #100 EB EB #557 EB #556 EB EB GCB GCB SURVEY POINTSURVEY POINT FRESH OIL TANK5,000 GAL FUEL TANK1,000 GAL SD ENB ENA ENB ENA ENB ENB ENB ENB EWATYP. UON HSS HSS HSS HSS HSS HSS HSS HSS ENBHSS ENB HSS ER6A TYP. ENB ENBHSS ENBHSS ENB HSS ENBHSS EWB END ENC END ENBHSS ENB HSS PAPE KENWORTH SITE LIGHTING 5300 COMMERCE BLVD. ROHNERT PARK, CA DRAWN BY: DESIGNER: PROJ MGR: ISSUE DATE: SHEET NUMBER: PLANNING REVIEW SEAL: SHEET NAME: PROJECT: DB DB P.O. BOX 3103 ROHNERT PARK, CA 94927 www.brokawdesign.com 21 3 4 5 A B C D E 21 3 4 A B C D E PEER REVIEW: 8/8/2022 CAC REVISION SCHEDULE NO. DESCRIPTION DATE CAC 8/8/2022 BrokawDesign PLANNING REVIEW 8/8/2022 E003 PHOTOMETRIC CALCULATIONS BUILDING PHOTOMETRIC CALCULATIONS SCALE: 1" = 30'-0"1 Exhibit A SURVEY POINTSURVEY POINT KENWORTH PARTS PAPE PARTS SERVICE COUNTER SERVICE LOUNGE SHOWER ROOM VENDING SERVICE AGENTS RECEPTION PARTS COUNTER PARTS COUNTER SERVICECOUNTER PARTS MANAGER PARTS/TOOL CHECK-IN SVC. SUPERVISOR SVC. ADMIN SVC. MANAGER DISPATCH MEN WOMEN MENS LOCKERSMEN HAND WASH WOMEN JANITORIAL TERRITORY MANAGERS STORAGE ADMIN BREAK SERVICE BREAK COPY SMALL CONF. SALES ADMIN. RENTAL MANAGER TOOLS ELEV. STAIRS SERVICE AWNING #100 EB EB #557 EB #556 EB EB GCB GCB SURVEY POINTSURVEY POINT FRESH OIL TANK5,000 GAL FUEL TANK1,000 GAL ENB ENA ENB ENA ENB ENB ENB ENB EWATYP. UON HSS HSS HSS HSS HSS HSS HSS HSS ENBHSS ENB HSS ER6A TYP. ENB ENBHSS ENBHSS ENB HSS ENBHSS EWB END ENC END ENBHSS ENB HSS PAPE KENWORTH SITE LIGHTING 5300 COMMERCE BLVD. ROHNERT PARK, CA DRAWN BY: DESIGNER: PROJ MGR: ISSUE DATE: SHEET NUMBER: PLANNING REVIEW SEAL: SHEET NAME: PROJECT: DB DB P.O. BOX 3103 ROHNERT PARK, CA 94927 www.brokawdesign.com 21 3 4 5 A B C D E 21 3 4 A B C D E PEER REVIEW: 8/8/2022 CAC REVISION SCHEDULE NO. DESCRIPTION DATE CAC 8/8/2022 BrokawDesign PLANNING REVIEW 8/8/2022 E101 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN SCALE: 1" = 30'-0"1 Exhibit A PAPE KENWORTH SITE LIGHTING 5300 COMMERCE BLVD. ROHNERT PARK, CA DRAWN BY: DESIGNER: PROJ MGR: ISSUE DATE: SHEET NUMBER: PLANNING REVIEW SEAL: SHEET NAME: PROJECT: DB DB P.O. BOX 3103 ROHNERT PARK, CA 94927 www.brokawdesign.com 21 3 4 5 A B C D E 21 3 4 A B C D E PEER REVIEW: 8/8/2022 CAC REVISION SCHEDULE NO. DESCRIPTION DATE CAC 8/8/2022 BrokawDesign PLANNING REVIEW 8/8/2022 E501 ELECTRICAL DETAILS FIXTURE ENA, ENB, ENC, END SPECIFCATION SHEETS SCALE: NONE1 FIXTURE ERA SPECIFCATION SHEETS SCALE: NONE2 Exhibit A PAPE KENWORTH SITE LIGHTING 5300 COMMERCE BLVD. ROHNERT PARK, CA DRAWN BY: DESIGNER: PROJ MGR: ISSUE DATE: SHEET NUMBER: PLANNING REVIEW SEAL: SHEET NAME: PROJECT: DB DB P.O. BOX 3103 ROHNERT PARK, CA 94927 www.brokawdesign.com 21 3 4 5 A B C D E 21 3 4 A B C D E PEER REVIEW: 8/8/2022 CAC REVISION SCHEDULE NO. DESCRIPTION DATE CAC 8/8/2022 BrokawDesign PLANNING REVIEW 8/8/2022 E502 ELECTRICAL DETAILS FIXTURE EWA SPECIFCATION SHEETS SCALE: NONE1 FIXTURE EWB SPECIFCATION SHEETS SCALE: NONE2 Exhibit A EXHIBIT B CONDITIONS OF APPROVAL: 5300 COMMERCE BOULEVARD CONDITIONAL USE PERMIT AND SITE PLAN AND ARCHITECTURAL REVIEW The conditions below shall apply to the construction and operation of two buildings on the property located at 5300 Commerce Blvd (APNs 143-021-013 & 006), consisting of one retail and service shop building and one storage and equipment wash building. General Conditions 1. The Site Plan and Architectural Review approval shall expire two years from the Planning Commission approval date, unless prior to the expiration an application for a building permit has been submitted and is being diligently pursued; or a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated; or an extension is requested and approved by the Director of Development Services. 2. The facility shall comply with any and all applicable provisions of the Rohnert Park Municipal Code (RPMC) and any state or federal agency. The violation of any condition listed herein shall constitute a nuisance and a violation of the Rohnert Park Municipal Code. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an infraction or a misdemeanor and shall be punishable as provided by law. In addition to criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all attorney’s fees and costs, including, but not limited to, staff time incurred by the City in obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to fully perform and adhere to all of the Conditions of Approval. 3. By accepting the benefits conferred under the Project, the Applicant acknowledges all the conditions imposed and accepts the development subject to those conditions. The use of the property by the Applicant for any activity authorized by the project approvals shall constitute acceptance of all of the conditions and obligations imposed by the City. The Applicant by said acceptance waives any challenges as to the validity of these conditions. 4. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys’, or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. 5. Construction activities must comply with Section 9.44.120 of the City’s Noise Ordinance. Working hours are from 8:00 am to 6:00 pm. The project schedule will reflect these working hours. Work outside these hours or holiday work will not be permitted without prior approval from the City. Requests for extended hours shall be submitted in writing at least 72 hours in advance. 6. The project shall comply with all applicable mitigation measures established in the Final Environmental Impact Report and Mitigation Monitoring and Reporting Program (MMRP) for the Central Rohnert Park Priority Development Area PDA) Plan (February 2016) and Exhibit B Page 2 of 5 Addendum (February 2024). Costs of implementing and monitoring the mitigation measures shall be borne by the Applicant and any successors-in-interest. 7. Place Conditions of Approval on general notes on plan sheets. Planning Division Conditions 8. Bicycle parking stalls installed as part of the project shall be in compliance with the Rohnert Park Zoning Ordinance Section 17.16.140. For commercial, retail, wholesale, and industrial uses, one bicycle parking space must be provided for every fifteen off-street vehicle parking spaces required, but no less than two spaces shall be provided. Six city standard “inverted U” bicycle racks will satisfy this requirement. 9. Areas designated for employee and customer parking shall not be used for vehicle, boat, or equipment storage or display. 10. A minimum ten-foot landscape and decorative curb strip shall be provided along the street frontage perimeter of all vehicles/boat/equipment display areas. Final design treatment shall be subject to review and approval by the planning and community development director. All parking areas not used for vehicle/boat/equipment display shall be subject to applicable screening requirements. 11. All lighting shall comply with the provisions of Municipal Code Section 17.12.050. 12. The operator of the dealership shall load and unload or cause the loading and unloading of vehicles only in conformance with the following: a. Loading and unloading of vehicles is limited to the hours of 8:00 a.m. to 6:00 p.m. Monday through Saturday, excluding legal holidays. b. Off-loading shall be on-site, or off-site subject to the approval of the city engineer. Loading and unloading shall not block the ingress or egress of any adjacent property or public right-of-way unless approved by the city engineer. 13. Vehicles, boats, R.V.s or equipment to be repaired shall be stored on-site. 14. An adequate on-site queuing area for service customers shall be provided. The queuing area or lanes shall be large enough to hold at least one and a half vehicles for each service bay in the facility. On-site driveways may be used for queuing, but may not interfere with access to required parking spaces. Regular parking spaces may not double as queuing spaces. 15. There shall be no outdoor loudspeaker (e.g., amplified sound). Interior loudspeakers shall produce not more than forty-five dBa at a boundary abutting a residential parcel under normal operating conditions. 16. All noise generating equipment exposed to the exterior shall be muffled with sound absorbing materials to minimize noise impacts on adjacent properties, and shall not be operated before 8:00 a.m. or after 6:00 p.m. if reasonably likely to cause annoyance to abutting properties. 17. Gasoline storage tanks shall meet all applicable state and local health regulations, and shall be constructed and maintained under the same conditions and standards that apply to service stations. 18. A security plan shall be approved by the department of public safety. 19. The city of Rohnert Park shall be indicated as the point-of-sale for sales conducted within the city. 20. The portion of the site used for vehicle repair activities shall be entirely paved except for buildings and landscaping. Exhibit B Page 3 of 5 21. Entrances to individual service bays shall be screened from the public right of way by landscaping, as shown on the approved plans. Landscaping shall be maintained for the duration of the use. 22. All structures shall be constructed to achieve a minimum standard transmission coefficient (STC) sound rating of 45-50. 23. All repair activities and operations shall be conducted entirely within an enclosed building. Outdoor hoists are prohibited. 24. Repair facilities performing body and fender work or similar noise-generating activities shall be conducted in fully enclosed structures with walls of concrete block or similar materials and doors in maximum half open position during operating hours. All painting shall occur within a fully enclosed booth. 25. The premises shall be kept in a neat and orderly condition at all times and all improvements shall be maintained in a condition of reasonable repair and appearance. No used or discarded automotive parts or equipment or permanently disabled, junked, or wrecked vehicles may be stored outside the main building. 26. Exterior parking area shall be used for employee and customer parking only, and not for the repair or finishing work or long term (over seventy-two hours) storage of vehicles. Vehicles to be repaired shall be stored on-site. 27. All signs not shown as part of the submittal package shall be subject to the provisions of Chapter 17.27 of the Rohnert Park Municipal Code. Engineering Conditions 28. The Narrative indicates that an above-ground diesel storage tank will be located on the site. The tank should have secondary containment in the event of a spill during loading or fueling. This should be extended to the fresh oil tank. The area within the dike shall slope to an inlet within the diked area and not sheet flow to the adjoining pavement. The inlet shall be equipped with an absorbent filter. The potable water and fire lines should be rerouted to avoid the tank area. 29. The geological assessment indicates that development of the site is feasible, but that a design-level report will be needed including borings and other subsurface exploration. 30. The construction drawings shall include a final construction plan and operating plan for the wash bay. Clarify how rinse water will be removed (not via the storm drain). Confirm that all solids and rinse water will be contained in the solids pit. 31. Aggregate base will be used for the rear parking lot. Runoff from the lot is directed to two of the bio-retention swales. Fines from the rock that are disturbed by vehicle activity will clog the volume capture material in the swales. The swales should have a pre-treatment sediment control measure to capture base sediment before the runoff enters the bio-swales. 32. Based on prior correspondence, the site will utilize an aggregate base surface for the equipment testing area. Traffic on the aggregate base may dislodge fines that will be conveyed to the bio-swales serving this area. The fines will clog the bio-swale structural soil. A pre-treatment sediment swale is needed to separate the silt prior to runoff entering the bio-swale. 33. Any lines to be abandoned shall be abandoned in conformance with City standards. 34. An Industrial Wastewater Permit will be required from the City of Santa Rosa for the Wash Bay discharge to the sanitary sewer Exhibit B Page 4 of 5 Public Works Conditions 35. Applicant to have City of Santa Rosa review and approve the discharge to the sewer and obtain necessary permits. 36. Please include the size of the water, sewer, and storm drain lines on the plans. 37. All new driveways shall meet ADA compliance. 38. The proposed driveway is in conflict with the existing inlet on Commerce Boulevard. The driveway on Commerce needs to be relocated to avoid the inlet, OR the inlet will need to be relocated out of the new driveway (with a new connecting pipe and junction box connecting to the existing pipe, no “TEE” connection, OR the inlet will need to be reconstructed or replaced with a flush grate. 39. Please include a note within the “General Notes” for the grading permit that construction should adhere to the City Standards. 40. Include all cross sections of where new water, storm, and sewer utilities connect to existing within the public right of way. 41. All backflow devices shall be brought up to standard. 42. Show all dry utility hook ups. 43. Please include a note that all trenches within the public right of way for utilities will be repaired according to City Standard 215. 44. All noncompliant ADA sidewalks to be replaced. 45. The existing 12” storm drain across Commerce Boulevard has reverse fall and is partially clogged, and cannot take additional flow from the site. Developer shall CCTV the 12 inch storm drain in Commerce Boulevard and provide video to the City to determine the appropriate measures (repair or replacement) to be completed to accommodate the additional runoff. As an alternate, the site drainage can be revised to direct runoff from the north end of the site south to the existing storm drain in Cascade Court. 46. The grading plans shall include the following notes: a. "The Contractor is responsible for the removal of all USA markings created within the project limits, and in relation to the project. Replacement and restoration must meet the approval of the City Engineer." b. "The contractor shall maintain one clean set of marked plans showing all changes and “as built” information. This set of plans will be submitted to the City engineer upon completion of work.” c. “For all utility covers, no more than a 1/4 inch deviation from top of pavement within a 6 foot radius language "All utility covers shall meet final paving elevations. More than 0.25 inch of deviation between the top of the utility cover and the surrounding pavement in a six foot radius at any location shall be cause for rejection." d. "Any current or new curb and gutter and sidewalk non-compliant shall be replaced by the developer to City Standard at the discretion of the City Engineer." Exhibit B Page 5 of 5 Public Safety Conditions 47. Hazardous Materials storage, use and dispensing must be approved and permitted by the Sonoma County Fire and Emergency Services Division (Permit Sonoma). 48. Re-use of the existing underground fire services is contingent upon testing, cleaning and Investigation per Chapter 4 of NFPA 25. Any pipe pressurized by an engine shall be Class 200. 49. Relocation and replacement of existing hydrants will require permitting from the Rohnert Park Fire Department. Existing triplex hydrants shall be replaced with the current style, including the two on Cascade Ct. 50. All drive aisles are considered fire lanes. On improvement plans, show limits of red curbs, signage. Reference RPFD Information Bulletin #003-2019 or its' update. 51. Haz Mat markings shall comply with RPFD Information Bulletin #009-2019 or its' update. 52. Fire Department Connections shall be installed with strict conformance with CFC Section 912, and current local amendments. All piping from FDC's shall be class 200. 53. The upstairs Training Room is considered a "Place of Assembly", as the occupancy will exceed 49. Please reconfigure the exits to provide two protected exit paths, not through an intervening room. 54. Provide emergency egress lighting, illuminated exit signage as needed. 55. Additional Fire Department permits are required for gates. Parking equipment across drive aisles is prohibited. 56. Emergency or backup power is required per CFC Section 606 and 1203. 57. Emergency Responder Radio system may also be required, please have an analysis performed and submit the report for review. 58. A gas detection system is envisioned for this occupancy. 59. Complete fire sprinkler and fire alarm systems (Central Station Serviced) are required per local amendments.