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Home My WebLink About064-490-011 B24-0422 SITE PLANPorta-Potty Min. 50'from Storm DrainGravel Filled Bagswith Filter Fabr ic Storm DrainSidewalkStreet to be C lean and Freeof any Materials from SiteWattles all around LotorSilt Fence (Dependingon Slope). Imbed S iltFence min. 6" BelowGround SurfaceAdjacent Lot Adjacent Lot Adjacent LotGravel Filled Bagsor Wattle w ith Fi lterFabric over GrateDrain Inlet,if RequiredRock Clean -Off AreaReplace Wadd le dur ingOff-Work Hours andOver NightHouse Location norwich circle25' Front BSL 10' Side Setback Line 10' Side Setback Line10' Rec. Easement16' - 11 1/2"17' - 0 1/2" 28' - 0"81.0'81.0' 124.65' 124.65'Arrows RepresentDrainage On Site 40' - 3 3/4"Concrete Dr iveway 448 sf CoverageConcrete Wa lkway 203 sf CoverageConcrete Stoop11 sf CoverageConcrete Stoop21 sf CoverageConcrete Patio124 sf Coverage TOTAL COVERAGE:BUILDING: 1,983 sfCONCRETE: 807 sfGarage Size:472 sf House Size:1,511 sfAC Uni t Primary Leach FieldSecondary Leach Fie ld (N) Elect . Se rvice (N) Wa ter Serv iceNORTH 5' - 0" Min.(N) 1500 GallonSeptic Tankproject nor th 39.46°16' - 0"20' - 0"17' - 0 1/2"Scale Project NumberDateDrawn byChecked byREVISIONSSHEET TITLE:PROJECT ADDRESS:PROJECT NAME:1751 Cebrian StreetWest Sacramento, CA 95819P -916.718.2612SacramentoDesignSystems.comProfess ional Member of the CAIBD-California Ins titute of Build ing DesignAs indicated2/7/2024 10:20:01 AMC1 Site Plan23-0601Shankar -Norwich06-20-2023MKEGMKEG14167 Norwich CircleMagalia, CAGENERAL FOUNDATION NOTES:DRAINAGE:1.Surface drainage shal l be diverted to a storm sewer conveyance or other approved point of co llect ion that does not create a hazard . Lots shall be graded to drain surface wa ter away from foundation wa lls. The grade sha ll fal l a m in imum of 6 inches within the f irs t 10 feet .Exception: Where lot lines , walls, slopes or o the r physica l barriers prohibit 6 inches of fal l wi th in 10 fee t, dra ins or swa les shall be constructed to ensure drainage away from t he structure. Impervious surfaces w ith in 10 feet of the bu ilding foundation shall be s loped a minimum of 2 percent away from the bu ilding.GREEN BUILDING CODE REQUIREMENTSSITE DEVELOPMENT GENERAL Preservation and use of avai lable natural resources shall be accompl ished through eva lua tion and care f ul planning to min im ize negative ef fects on the site and ad jacent areas. Preserva tion of slopes, management of storm water drainage and erosion controls sha ll comply with this sec tion .STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION Projects wh ich d is turb less than one ac re of soi l and are not part of a larger common p lan of development wh ich in tota l disturbs one acre or mo re, shal l manage storm water drainage during construction . In order to manage storm water drainage during construct ion, one or mo re of the fo llow ing measu res sha ll be implemen ted to prevent fl ooding o f adjacent property, prevent eros ion and retain soi l runo ff on the site.Retention basins of suf ficient size shal l be uti liz ed to retain storm water on the site.Where storm water is conveyed to a public drainage system, collect ion poin t, gutter or similar disposa l method, water shal l be filtered by use o f a bar r ier sys tem, wattle or other method approved by the enforcing agency.Compliance w ith a lawfully enacted storm water management ordinance.GRADING AND PAVING Construction plans sha ll indicate how the si te grading or drainage system wil l manage all surface water flows to keep wa ter from entering buildings. Examp les o f methods to manage surface wate r inc lude, bu t are not limited to, the following:• Swales• Water collect ion and disposal systems• French drains• Water retention gardens• Othe r water measures wh ich keep sur face water away from bui ldings and a id in groundwater recharge.• Exception: Addit ions and a lterat ions no t a lter ing the drainage path.GREEN BUILDING CODE REQUIREMENTSSITE DEVELOPMENT ELECTRIC VEHICLE (EV) CHARG ING FOR NEW CONSTRUCTION New construction shal l comply w ith Sections 4.106.4.1 and 4.106 .4.2 to facilitate future ins tal la tion and use of EV chargers. Electr ic vehicle supply equ ipment (EVSE) shall be installed in accordance w ith the Ca liforn i a Electr ical Code, Artic le 625.Exceptions: On a case-by-case basis, where the local en forcing agency has determined EV cha rging and infrastructure are not feasible based upon one or more of the fol l owing cond itions:Where there is no commerc ial power supp ly.Where there is evidence substantiat ing that meeting the requ irements wi ll alter the loca l u til ity infrastructure des ign requirements on the uti lity side of the meter so as to increase the u til ity s ide cost to the homeowner or the developer by more than $400.00 per dwelling uni t.NEW ONE -AND TWO-FAMILY DWELL INGS AND TOWN-HOUSES WITH ATTACHED PRIVATE GARAGES For each dwelling uni t, insta ll a l is ted raceway to accommodate a dedica ted 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter) . The raceway shall origina te at the main serv ice or subpanel and shall term inate in to a l is ted cabine t, box or other enclosure in c lose proximity to the proposed l ocation of an EV charger. Raceways a re required to be continuous a t enclosed, inaccess ible or concealed areas and spaces. The service panel and/or subpanel shal l p rovide capacity to ins tal l a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch c ircuit overcurrent protective device .IDENTIFICATION The service pane l or subpanel c ircuit direc tory sha ll ident ify the overcurrent protective device space(s) reserved for futureEV charging as “EV CAPABLE”. The raceway terminat ion location shal l be permanently and visibly marked as “EV CAPABLE”.MATERIAL CONSERVATION AND RESOURCE EFF ICIENCYSCOPE The provisions of th is chapter shal l outl ine means of ach ieving material conservation and resource eff ic iency through protection o f buildings from exter ior moisture; construction waste diversion; employment of techn iques to reduce po llution through recycl ing of mate ria ls ; and bu ilding comm is sioning or testing, adjust ing and ba lancing .CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING CONSTRUCTION WASTE MANAGEMENT Recycle and/or sa lvage for reuse a m in imum of 65 percent of the nonhazardous cons truction and demol iti on waste in accordance with e ither Sect ion 4 .408.2, 4.408.3 or 4.408.4, or mee t a more str ingen t local cons tructio n and demolition waste management ordinance .Exceptions:• Excavated soil and land-clearing debris.• Alterna te was te reduct ion methods deve loped by wo rk ing with local agencies if diversion or recyc le fac ilities capable of compliance with this item do not ex ist or are no t located reasonably c lose to the jobsite.• The enforcing agency may make excep tions to the requirements o f this sec tion when isolated jobsi tes are located in areas beyond the hau l boundaries of the d ivers io n faci lity.CONSTRUCTION WASTE MANAGEMENT PLAN Submit a construc tion waste managemen t p lan in con f ormance with I tems 1 through 5. The cons truction waste management plan sha ll be updated as necessary and shall be avai lable du ring construc tion for exam inati on by the enforcing agency.1. Ident ify the construc tion and demoli tion waste materials to be diverted from d isposa l by recyc ling, re use on the project or salvage for future use or sale.2. Specify if construction and demol ition was te ma teri als will be sorted on-site (source-separated) or bulk mixed (single stream).3. Ident ify dive rsion faci lit ies where the construct io n and demolition waste material w ill be taken.4. Ident ify construct ion methods employed to reduce the amount of construction and demoli tion waste generated.5. Specify tha t the amount of construc tion and demol it ion waste materials diverted shall be calcu lated by weight o r volume, bu t not by both.WASTE MANAGEMENT COMPANY Utilize a waste management company, approved by the enforcing agency, which can provide ver ifiab le documentation that the percentage of construction and demol ition waste materia l d iverted from the landfi ll comp lies w ith Section 4.408.1 .Note: The owner or contractor may make the de termin ation i f the const ruc tion and demol ition was te ma te rials will be diverted by a waste managemen t company .WASTE STREAM REDUCTION ALTERNATIVEProjects that generate a total comb ined weight of construction and demo lit ion waste d isposed of in landfil ls , wh ich do not exceed 3.4 pounds per square foo t o f the bui ld ing area shall meet the minimum 65 percent const ruction waste reduction requirement in Sec tion 4.408.1.WASTE STREAM REDUCTION ALTERNATIVE Projects that generate a total comb ined weight of construction and demo lit ion waste d isposed of in landfil ls , wh ich do not exceed 2 pounds per square foot of the bu ilding area, shall meet the min imum 65-percent construct ion waste reduction requirement in Sec tion 4.408.1.LIFE CYCLE ASSESSMENT BUILDING MAINTENANCE AND OPERATION OPERATION AND MA INTENANCE MANUAL At the time of fina l inspection, a manual, compact disc, web -based reference or other media accep tab le to the enforcing agency which includes all of the fo llowing shall be placed in the bu ild ing:1. Direct ions to the owner or occupan t that the manua l shall remain wi th the building throughout the li fe cycle of the structure.2. Operation and maintenance instruct ions for the fo ll owing:a. Equipment and appl iances , inc luding wa ter -saving devices and sys tems, HVAC systems, pho tovol t aic systems, electric vehicle charge rs, water-heating systems and other ma jor appl iances and equ i pment.b. Roof and yard drainage, includ ing gutters and downspouts.c. Space condition ing systems, inc luding condensers and air fi lters.d. Landscape irrigation systems.e. Water reuse systems.3. Informat ion from loca l u til ity, water and waste recovery providers on methods to further reduce resource consumpt ion, including recycle programs and locat ions.4. Public transportation and/or carpool options ava ila ble in the area.5. Educational material on the pos itive impacts of an interior re la tive humidity between 30–60 percent and wha t methods an occupant may use to ma intain the rela tive humidity level in that range.6. Informat ion about water-conserving landscape and irrigation design and controllers which conserve water .7. Instructions for main ta ining gu tters and downspouts and the importance of divert ing water at least 5 feet away from the foundation.8. Informat ion on requ ired rout ine maintenance measu re s, including, bu t not limited to, caulking , painting, grading around the building , etc.9. Informat ion about sta te so lar energy and incent ive programs available.10. A copy of all specia l inspect ion verif ications required by the enforcing agency or th is code .DOCUMENTATION Documentation shall be prov ided to the enforcing agency which demonstra tes compl iance with Sect ion 4 .408.2, Items 1 through 5, Section 4.408 .3 or Sect ion 4 .408.4.Notes:Sample forms found in “A Guide to the Cali fornia Green Bui lding Standards Code (Residentia l)”located at www.hcd.ca .gov/CALGreen.html may be used to assist in documenting compliance with this sec tion.Mixed construction and demo lit ion debr is (C&D) processors can be located at the Cal ifo rnia Depar tment of Resources Recycling and Recovery (Ca lRecycle).1/16" = 1'-0"2Site BMP RequirementsADDITIONAL DRAINAGE NOTES:(Slopes) Berms , swales or other devices sha ll be provided at the top of cu t or fi ll slopes to prevent surface waters from overflowing onto and damaging the face o f the slope. Gut ters or other spec ia l drainage controls sha ll be provided where the prox im ity o f runof f from buildings or o ther st ructures is such as to pose a potentia l hazard to slope integri ty.No. Descr iption Da te1" = 10'-0"1Site Plan * Install new 1,500 galon tank with risers to grade and watertight* Install one d-box, set for equal distribution* Install observation port at the end of each leach line(E) 1,000 GL Septic Tankto be replaced with (N) 1,500 GL Spetic Tank(N) Leach Fields