Loading...
HomeMy WebLinkAboutB16-1692 068-343-021SITE PLAN Assessor's Parcel Number: Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 F-5-1 U] — a] Uj U Permit #: BUTTE ��� �r� Tb ��e� tN�� C� r\z F- CJ COUNTY II (C C C AUG 0 4 2016 DEVELOPMENT C, rC. C F � SERVICES 0 NOTE: swimming pool shall comply With An outdoor swimming pool shall be provided with drowning prevention safety features that comply with California Health and Safety Code Sactil 115920- 115928. These features shall be insi inspected and approved prior to plastering or filling with water. Pe CM 680.26C EQUIPOTENTIAL So_NDiNG GRID SHALL BE INSTALLED AS DESCRIBED BY THIS CODE—THE EQUIPOTENTAIL BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3FT HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL. Owner Name: Site Location: Contact name Flood Zone: e)04 Ro-st SpWmii Pao/ Sai Act of 2008 & CA vv Heaft and &*ty Code, Sections 115920- 680.21 (C) GFCI Protection. Outlets 115929 l supplying pool Pump motors connected Complete Anti -Entrapment Certification Form. i Gf Provide to building inspector prior to final inspection to single-phase, 120 volt - 240 volt branch '-Q-/ fig V �Q C -t> circuits, rated 15 or 20 amps. Shall provide GFCI. nQ_4 S L on Pt­,AcA dllp� miry)-��) Excius no -t 0 (D 0 T" Ll c[x+CJNS � r -)",F, 5tqkSAars V Peviced'7.29.2015 Scale F'= 30 Pag Scope of Work: 6. SERVICES FORM NO DBP -3 m\q� GENERAL POOL SPECIFICATIONS: (Temp.# } ' 1`4 _g -...MAXIMUM WIDTH: PERIMETER AREA: T • POOL CAPACITY: __E!ooL DEPTURNOVER w, E YATION Front r DECKING ` Type I Bob Cat Color Remove Di Risers • Footings Remove Fence Mastic Replace Fence Drains Remove Concrete bM S.F. S f ti° EQUIPMENT STEEL Pumv HP 1t, 2 Sp 1 Expansive Soil Steel Pattern BH - PLUiiABING Hz Smart Pure Yes Smart Light Yes Finer Run Ftg: t a C 5 0 W Light Yes No -Trap ash Line Smart Vac it No. Gas Line Ftg Heater BTU Nat • K Div. Board ELECTRICAL Slide Run B - Ft Y g Water F ature -,'~ k- GUNiTE L Love Seat Swi m Out PLASTER. Color' Ext. 2nd S p R.B.B. in. X Ft. SPA 114A- R.B.B. in. X Ft. Size In Out Plumbing Run COPING Dam Wall Length Type Number of Jets TILE Blower Hp Yes_ No Type —' t?' Spa Dam Spa Side Switch Yes No '. 1 J,- Smart Light Yes No .. 100 Watt Light Yes No BUYER . Initials • Approve above specification Lt If AT • Approve equipment location • Understand that decking shown is for illustration purposes only and understand they to receive square Aeet of dick. Signature vg Date Prepaired Especially For: YAAo 4 Street d ort" ft;~ I � GENERAL POOL SPECIFICATIONS: (Temp.# } ' 1`4 t GENERAL POOL SPECIFICATIONS: (Temp.# } ' 1`4 -7 -...MAXIMUM WIDTH: PERIMETER AREA: T • POOL CAPACITY: __E!ooL DEPTURNOVER RATE: Hrs. E YATION Front r DECKING ` Type I Bob Cat Color Remove Di Risers Remove Stu€np(s) 6 Footings Remove Fence Mastic Replace Fence Drains Remove Concrete bM S.F. Sa k oncrete Ft. EQUIPMENT STEEL Pumv HP 1t, 2 Sp 1 Expansive Soil Steel Pattern BH Smart Box Yes PLUiiABING Hz Smart Pure Yes Smart Light Yes Finer Run Ftg: Return nes < 5 0 W Light Yes No -Trap ash Line Smart Vac it No. Gas Line Ftg Heater BTU Nat Drill Drive Div. Board ELECTRICAL Slide Run B - Ft Y g Water F ature -,'~ k- GUNiTE L Love Seat Swi m Out PLASTER. Color' Ext. 2nd S p R.B.B. in. X Ft. SPA 114A- R.B.B. in. X Ft. Size In Out Plumbing Run COPING Dam Wall Length Type Number of Jets TILE Blower Hp Yes_ No Type —' Remote Model # Spa Dam Spa Side Switch Yes No Accent Tyle h. Smart Light Yes No 100 Watt Light Yes No BUYER Initials • Approve above specification Lt If AT • Approve equipment location • Understand that decking shown is for illustration purposes only and understand they to receive square Aeet of dick. Signature vg Date Prepaired Especially For: YAAo 4 Street d ort" ft;~ I � City Zip Home Phone Work Phone 6 �°+ Designer Job No. Lot _ Block Tract .apsco No. ,,►.�.®.gym► aR .ate - ---Ir ,,T 1> FOR RAISED BOND -BEAM: SEE DETAIL 12 TO DETERMINE THE REQUIRED "H" d NOTES DECK, CAP OR GRADE S 1. IF A LISTED AND APPROVED AUTO HYDRO- MAY VARY PER PLAN 4' MAX H + 5' MAX H 6' MAX H o T MAX H STATIC RELIEF DEVICE IS USED, INSTALL THE FG ADD ONE ALT BAR DEVICE PER THE SUPPLIER SPECIFICATIONS. 2. ALTERNATELY, THE BUILDER MAY USE THE 6" STEM6" STEM 6" STEM 7" STEM DETAIL BELOW TO RELIEVE HYDROSTATIC (no alt bar req'd) (no alt bar req'd) (no alt bar req'd) PRESSURE ABOUT THE SHELL. 1 ALT BAR00 ¢ o o R=12 REQUIRED REMOVABLE CAP OR 6 coo o ti' o 0 .. o FLOOR PLUG ON 24" PVC PIPE o_an,� R U_ coo R CANTILEVER CIP, CMU OR SHOTCRETE WALL. OPTIONAL CAP SHOWN. i to M u x 0 v' Q LL LU EXTERIOR FACE: #412" OC MAX - EACH WAY - WP FACE z wEMBEDDED o PIPING 2" CLR TYPICAL Eo 11" MIN EXTERIOR FACE: #412" OC MAX EACH WAY 2" CLR, TYP BASIN FG REBAR BENDS: TIES& STIRRUPS 191110�� REBAR NOTES: 711,.. ate, . ...: �. 8 SEPARATE BB REBAR AND ADD - SHARP CUT OR RADIUS, B.1 MINIMUM STRUCTURAL SECTION: 6" THICKNESS, WITH #3 REBAR 12" OC MAX SPACING, EACH WAY, LION. ¢ CJ WHEN THE TOTAL FEATURE w a- w EXCAVATION MAY VARY WIDTH IS GREATER THAN 3 -FEET. B.2 CONTINUOUS HORIZONTAL REBAR IS ALSO REQUIRED AT BOUNDARY ELEMENTS (SEE SECTION A). = CASE 1 CASE 22 0 "' CASE 1 NO PLUMBING CASE 2 EMBEDDED PLUMBING a. ALTERNATE REBAR IS REQUIRED FOR ALL CASES WHERE H > 6'-0", AND SHALL BE EVENLY SPACED o SHELF OR STEPPED SECTIONS) SPACED BETWEEN THE STANDARD VERTICAL REBAR AS SHOWN IN THE STRUCTURAL SECTIONS ABOVE. ¢ MAY VARY PER BUILDER PLANK. NOTES b. ALTERNATE REBAR NEED NOT INTERSECT OR CROSS ANY OTHER ALTERNATE REBAR © RAISED CURBS MAY BE 1. STEMWALL BASE MUST BE OFFSET FROM ANY DESCENDING SLOPE: T MIN TO SLOPE FACE. NOTES . 1. FEATURE MAYBE "DRY" OR "WET" PER PLAN. ADDED TO ANY XTURE. 2. A DROP -STEM MAY BE ADDED TO ACHIEVE THE 2 -FOOT MINIMUM EMBEDMENT " 2. FEATURE SHAPE MAY VARY PER BUILDER PLAN. SAMPLE: INTERIOR CORNERS WITH TIGHT CURVES (GEOMETRIC OR FREE -FORM SHAPES, PLAN VIEW). SEE REBAR NOTE B.1 (CASE 2 ONLY). 3. SEE "SECTION A -TYPICAL" FOR DETAILS NOT SHOWN. d. ALTERNATE REBAR TO BE THE SAME SIZER THE ADJACENT VERTICAL REBAR PLACED, UON. � 6.0 SHELF or STEPPED FEATURE D 7.0 EXTENDED CANTILEVER STEMWALLS ® 8.0 POOL, SPA, FEATURE & ISOLATION WALLS d. LAP SPLICES ARE NOT PERMITTED IN ALTERNATE BARS. H<10' MAX: EXTEND ALTERNATE BARS 24" BEYOND RADIUS, INTO STEMWALL & FLOOR, UON. H>_10' MAX: EXTEND ALTERNATE BARS 48" BEYOND RADIUS, INTO STEMWALL & FLOOR, LION. INSTALL NICHE PER MANUF SPECS z 66- ? EXISTING RETAINING WALL, As occuRs GENERAL NOTES B.3 • REINFORCEMENT SHALL NOT BE BUNDLED. „ SKIMMER O w • �� OFFSET MAX H =12 FEET G1 SEE BUILDER PLAN FOR ADDITIONAL INFORMATION. • A 21/2 MINIMUM CLEARANCE IS RECOMMENDED BETWEEN PARALLEL BARS WHEN FEASIBLE. (TOTAL 4) TOP: #3 ¢ o S THE BUILDER MUST EXCERCISE DUE -DILIGENCE TO • REBAR LAP SPLICES TO BE 40 BAR -DIAMETERS MINIMUM. A BY-PASS LAP SPLICE IS RECOMMENDED. PLAN VIEW Q z - - - - - - - - REBAR VERIFY THAT SITE IS FREE OF UTILITY CONFLICTS U w • ' BENCH MAY AND THAT NO SIGNIFICANT SOIL DEFECTS EXIST. • IF CONTACT LAP -SPLICES ARE PERMITTED, THE OUTER BAR MUST BE SET UPON THE INNER BAR, x 2 m •ALLOWABLE REBAR SUBSTITUTIONS: ONE #4 -> TWO #3 REBAR (SPACED 71/2"APART). LIGHT DECK OR COPING w g VARY PER PLAN m G2 IF DIFFERING SITE CONDITIONS OR MODIFIED WORK: z O I • • d CONSULT THE ENGINEER PRIOR TO CONSTRUCTION. B.4 ADD 1 ALTERNATE BAR: AT THE EXCAVATION ACCESS RAMP, IN WALL SECTIONS ADJACENT TO UN NICHE O BB - _ W G3 A GEOTECHNICAL EVALUATION IS RECOMMENDED N I .4 ,• H H H T i POOL FOR ALL BUILDING PROJECTS & EXCAVATIONS. - COMPACTED OR LOOSE SOIL, AND BELOW THE LIMITS OF ALL ROCK -BENCHES. o M �,' (SEE NOTE 2) •'.. G4 SOIL COMPACTION (WITH GEOTECH OBSERVATION) 1 1 4 �' :4 B.5 EXTRA REBAR IS REQUIRED WHEN THE WALL -FLOOR EXCAVATION -RADIUS IS LESS THAN THE RADIUS - �., •' ¢ "co= -'= t - - IS REQUIRED ON ALL FILL SOIL: COMPACT ALL FILL VALUE SHOWN ABOVE: ADD (1) ALT BAR FOR EACH FOOT THE EXCAVATION -RADIUS HAS BEEN REDUCED. °- ADD (2) HORIZ NOTES: NOTES TO 90% MAX DRY DENSITY PER ASTM D1557. IF HIGHLY =� #4 REBAR x 10' M EXPANSIVE SOILS OR UNUSUAL SITE CONDITIONS ARE B.6 ANY ADDITIONAL REINFORCEMENT MAY BE ADDED TO FACILITATE CONSTRUCTION. o REQUIRED REBAR: LENGTH 6 1. WHEN CLAY SOILS ARE PRESENT, RECOMMEND 30" MIN 1. FIND MAX H, SEE "SCHEDULE B" FOR SECTION DETAIL. DISCOVERED, STOP -WORK AND NOTIFY THE ENGINEER. B.7 PROVIDE PIPE -WRAP ONLY ON METALLIC PIPE PENETRATIONS & ALL EMBEDDED METALLIC PIPES. o FRONT FACE DIAGONALS DEPTH EXCAVATION. INTENT: EXCAVATE BELOW THE 2. OFFSET TO WALL FACES OR FOUNDATION MAY VARY. SATURATE EXPANSIVE SOILS PRIOR TO SHOTCRETE. A PIPE WATER -STOP FLANGE IS RECOMMENDED FOR ALL WET -PIPE PENETRATIONS. #3 REBAR x 4' LENGTH S "ACTIVE SOIL ZONE". CONSOLIDATE A3/4" GRAVEL 3. PORTIONS OF EXISTING RETAINING WALL MAY BE G5 APPLY SHOTCRETE AGAINST UNDISTURBED FIRM B.$ FOUNTAIN HEADS, SHEAR -DESCENT OR OTHER FEATURES MAY BE EMBEDDED IN ANY STEMWALL. STANDARD REBAR NOT SHOWN. BEDDING OR PLACE SHOTCRETE FOR REQUIRED FINISH. REMOVED. RECONSTRUCTED PORTIONS MUST MEET NATIVE SOIL OR ENGINEERED GRADE AND KEEP SECTION 2• DEPRESS OR ROTATE BOND BEAM FOR BEACH ENTRY. CURRENT CODES FOR RETAINING WALLS. SHOTCRETE MOIST FOR 7 -DAYS AFTER PLACEMENT.. OF p SCHEDULE B STRUCTURAL SECTIONS & REBAR NOTES d 9.0 LIGHT NICHE D10.0 SKIMMER ® 11.0 BENCH OR BEACH � 12.0 DESIGN HEIGHT "H" G6 PREVENT BUILD-UP FOR ALL STRUCTURAL HYDROSTATIC PRESSURE SECTIONS AND PROVIDE POSITIVE DRAINAGE BEHIND BOTH STEMWALLS AND RBB: STEMWALL RETAINING WALLS. IF A SEEP, OR HIGH-WATER IS MASONRY OR COPING AT BB: RBB: ADD (2) #3 REBAR AT TOP O KEYNOTES DISCOVERED, THEN A HYDROSTATIC RELIEF DEVICE HEIGHT MAY VARY ADJACENT FOOTING: 5 MIN OFFSET IS REQUIRED. ADDITIONALLY, CONSOLIDATE A PROVIDE FULL -DEPTH MASTIC PLACE CONTINUOUS BOND BREAKER BETWEEN � SEE SECTION A, SKIMMER ELEVATION. BEDDING OF 3/4" CRUSHED GRAVEL ON THE FLOOR. 2'1 BB (WATER -LINE): SET (3) #3 REBAR CONCRETE DECKS AND STEMWALL OR EXPANSION JOINT BB: 24" MAX M,qy • ® #4 REBAR 12" OC MAX SPACING (16" OC FOR CMU). G7 STORMWATER DRAINS AND/OR SWAILS ARE AT POOL STEM - B • SKIMMER © REQUIRED TO CAPTURE & CONVEY ALL SURFACE O ©6" MIN THICKNESS CONCRETE/SHOTCRETEtGUNITE WATERSHED FROM ASCENDING SLOPES PRIOR TO FG „ FG Q7 7" MIN THICKNESS CONCRETE/SHOTCRETE/GUNITE. CONTACT WITH STEMWALLS. PERVIOUS MATERIAL - BB O O CAN BE USED IN CONJUNCTION WITH MANUF GEO- e „ (2) #3 BB BB o O r 8 8' MIN REBAR HOOK. O ;-r COMPOSITE SYSTEMS (MIRAFI, GRACE, AMERDRAIN, OPTIONAL • REBAR • _ WATER LINE 15 EXTEND REBAR LEG 15" MINIMUM. TOTAL DRAIN, OTHER AND/OR DRAIN PIPE SYSTEMS. © • HAUNCH SPACING • #4 x 10 2' TYPICAL O ), DIMENSIONS MAY VARY #4 x 10' S w SEE BUILDER PLAN FOR (3) #3 REBAR (MINIMUM)) © PROVIDE EQUIPOTENTIAL BONDING FROM G8 DO NOT SURCHARGE STEMWALLS WITH VEHICLES" POOL REBAR TO DECK PER CEC ARTICLE 680. MAY VARY OPTIONAL "' STEPS, BENCHES & SWIM -OUTS g (SHOWN WITH BB HAUNCH OPTION) OR EARTH -MOVING EQUIPMENT. NO DRIVE ZONE. LAP SPLICE • S O STEMWALL DRAIN REQUIRED: 3" PERF RIGID PIPE G9 FOR STRUCTURAL SECTION REQUIREMENTS IN FILTER FABRIC, SET IN PERVIOUS MATERIAL. REBAR IS A BUILDER OPTION STD REBAR & SPACING ADD 12"MIN DEPTH SOIL CAP AT FG. OTHER SYSTEM, SEE DETAIL 12, FIND' 'H' THEN SEE SCHEDULE B. � COPINGIBRICK ► BB HAUNCH IN STEPS & BENCHES # 3 12" OC MAX, EW, TYPICAL MANUF OR FIELD FABRICATED, MAY BE USED G10 SEE APPLICABLE CODES FOR ALL IMPROVEMENTS: (FOR SECTION, SEE DETAIL 10) • TO CONVEY OR CAPTURE WATER. SEE NOTE G.7 DESIGN FEATURES AND WORK MUST CONFORM TO ALTERNATE BB SHAPES MAY BE USED WITH ANY STEMWALL • i LIGHT SKIMMER ELEVATION S STANDARD REBAR SIZE & SPACING. "2013 CALIFORNIA SWIMMING POOL AND SPA CODE." �F�gSIONA( FN (AGENCY USE) LEGEND 3" MIN COVER, UON Q��EILLY, pF%F�` R RADIUS 3"MIN CLEARANCE REQ'D J since GROUND &BOND REINFORCEMENT, TYPICAL. I- RMiI 1954 CJ COLD JOINT BETWEEN REBAR & EARTH, "' a • U ALL METAL &FIXTURES SEE DETAIL 12.0 & SCHEDULE B c� t3Ul TECO NTYDEVELOPMENTSERVICES BB BOND BEAM PER CEC ARTICLE 680 & FOR OTHER REQUIREMENTS ALL CASES, TYPICAL ��, "' S35831� ��® �I E� • I�®®� RBB = RAISED BB �" �! oIV EW EACH WAY (REBAR) CEC 201.680.26CA . • N°' 063 �Q �n1 (� y A'^ 7"MAXDIA(O.D.) 3.1M . •. _ +<s EXP \\' �`� V®D� VOIVIPLIAIVVE HKNEN FG FINISH GRADE, VARIES CN �O LEG BENT REBAR EXTENSION .: :, • STATE OE BY --- OPT OPTIONAL PLACEMENT Be Safe! VAR DIMENSION MAY VARY ' • • . '' • SIGNATORYATTACHED ELECTRONICALLY ( AGENCY USE) LION UNLESS OTHERWISE NOTED. D i g ' DESIGN CRITERIA & MATERIAL SPECIFICATIONS, UON SHEET CEC CALIFORNIA ELECTRIC CODE Alert CRUSHED ROCK BEDDING 1. EXPANSIVE SOIL STEEL SCHEDULE, TYPICAL EFP 100, 2:1 BACKSLOPE INCLUSIVE. TITLE STANDARD PLAN FOR EXPANSIVE SOILS PLUMBING, FOUNTAIN, OR MANUF LIGHT -SLEEVE - 2. SOIL TYPE: DESIGN ASSUMES SITE CLASS D, TYPE D SOIL, 110 PCF (CONSERVATIVE). WP WATER PROOF $ 7 ,7 SEE "GENERAL NOTES" G.6 3. REINFORCEMENT: STANDARD IRONWORK CONFORMING TO ASTM A615-40 (GR 40). po ngQMR r r19,�' CHECK: c FR O PERMISSIBLE LOCATION OF PENETRATIONS THROUGH WALL OR FLOOR M ER0 SITE: HECK: PFR OODCall Before NO ADDITIONAL REBAR REQ'D, SEE NOTES B7 & B8. 4 SHOTCRETE /GUNITE: CONFORM TO ACt 506 (DRY OR WET), 3000 PSI IN 28 DAYS. �ced er` TSP °E�'TNMBER NON-METALLIC PIPE/CONDUIT. You Dig ® SECTION A -TYPICAL 5 CALCULATIONS USE 2.5 KSI, SHOTCRETE STRENGTH TESTING NOT REQUIRED. a�a�g"re l bl&PIPE WRAP NOT REQ'D ON PVC. 6, a e Iss> 7sa asssssocNo SCALE -THIS SI IFFY AS APPLIES, A GEOTECHNICAL REPORT MAY BE PROVIDED WITH THIS SUBMITTAL. 2351 SUNSET BLVD, SUITE 170,ROCKLIN,95 SS Asw s POOL.ENGINEE GMAIL.POGL �FIT- _7_T- - ,F. - 11" MIN S + z c� o WP FACE - ADD ONE ALT BAR co EXTERIOR FACE: #412" OC MAX - EACH WAY - WP FACE z wEMBEDDED o PIPING 2" CLR TYPICAL Eo 11" MIN EXTERIOR FACE: #412" OC MAX EACH WAY 2" CLR, TYP BASIN FG REBAR BENDS: TIES& STIRRUPS 191110�� REBAR NOTES: 711,.. ate, . ...: �. 8 SEPARATE BB REBAR AND ADD - SHARP CUT OR RADIUS, B.1 MINIMUM STRUCTURAL SECTION: 6" THICKNESS, WITH #3 REBAR 12" OC MAX SPACING, EACH WAY, LION. ¢ CJ WHEN THE TOTAL FEATURE w a- w EXCAVATION MAY VARY WIDTH IS GREATER THAN 3 -FEET. B.2 CONTINUOUS HORIZONTAL REBAR IS ALSO REQUIRED AT BOUNDARY ELEMENTS (SEE SECTION A). = CASE 1 CASE 22 0 "' CASE 1 NO PLUMBING CASE 2 EMBEDDED PLUMBING a. ALTERNATE REBAR IS REQUIRED FOR ALL CASES WHERE H > 6'-0", AND SHALL BE EVENLY SPACED o SHELF OR STEPPED SECTIONS) SPACED BETWEEN THE STANDARD VERTICAL REBAR AS SHOWN IN THE STRUCTURAL SECTIONS ABOVE. ¢ MAY VARY PER BUILDER PLANK. NOTES b. ALTERNATE REBAR NEED NOT INTERSECT OR CROSS ANY OTHER ALTERNATE REBAR © RAISED CURBS MAY BE 1. STEMWALL BASE MUST BE OFFSET FROM ANY DESCENDING SLOPE: T MIN TO SLOPE FACE. NOTES . 1. FEATURE MAYBE "DRY" OR "WET" PER PLAN. ADDED TO ANY XTURE. 2. A DROP -STEM MAY BE ADDED TO ACHIEVE THE 2 -FOOT MINIMUM EMBEDMENT " 2. FEATURE SHAPE MAY VARY PER BUILDER PLAN. SAMPLE: INTERIOR CORNERS WITH TIGHT CURVES (GEOMETRIC OR FREE -FORM SHAPES, PLAN VIEW). SEE REBAR NOTE B.1 (CASE 2 ONLY). 3. SEE "SECTION A -TYPICAL" FOR DETAILS NOT SHOWN. d. ALTERNATE REBAR TO BE THE SAME SIZER THE ADJACENT VERTICAL REBAR PLACED, UON. � 6.0 SHELF or STEPPED FEATURE D 7.0 EXTENDED CANTILEVER STEMWALLS ® 8.0 POOL, SPA, FEATURE & ISOLATION WALLS d. LAP SPLICES ARE NOT PERMITTED IN ALTERNATE BARS. H<10' MAX: EXTEND ALTERNATE BARS 24" BEYOND RADIUS, INTO STEMWALL & FLOOR, UON. H>_10' MAX: EXTEND ALTERNATE BARS 48" BEYOND RADIUS, INTO STEMWALL & FLOOR, LION. INSTALL NICHE PER MANUF SPECS z 66- ? EXISTING RETAINING WALL, As occuRs GENERAL NOTES B.3 • REINFORCEMENT SHALL NOT BE BUNDLED. „ SKIMMER O w • �� OFFSET MAX H =12 FEET G1 SEE BUILDER PLAN FOR ADDITIONAL INFORMATION. • A 21/2 MINIMUM CLEARANCE IS RECOMMENDED BETWEEN PARALLEL BARS WHEN FEASIBLE. (TOTAL 4) TOP: #3 ¢ o S THE BUILDER MUST EXCERCISE DUE -DILIGENCE TO • REBAR LAP SPLICES TO BE 40 BAR -DIAMETERS MINIMUM. A BY-PASS LAP SPLICE IS RECOMMENDED. PLAN VIEW Q z - - - - - - - - REBAR VERIFY THAT SITE IS FREE OF UTILITY CONFLICTS U w • ' BENCH MAY AND THAT NO SIGNIFICANT SOIL DEFECTS EXIST. • IF CONTACT LAP -SPLICES ARE PERMITTED, THE OUTER BAR MUST BE SET UPON THE INNER BAR, x 2 m •ALLOWABLE REBAR SUBSTITUTIONS: ONE #4 -> TWO #3 REBAR (SPACED 71/2"APART). LIGHT DECK OR COPING w g VARY PER PLAN m G2 IF DIFFERING SITE CONDITIONS OR MODIFIED WORK: z O I • • d CONSULT THE ENGINEER PRIOR TO CONSTRUCTION. B.4 ADD 1 ALTERNATE BAR: AT THE EXCAVATION ACCESS RAMP, IN WALL SECTIONS ADJACENT TO UN NICHE O BB - _ W G3 A GEOTECHNICAL EVALUATION IS RECOMMENDED N I .4 ,• H H H T i POOL FOR ALL BUILDING PROJECTS & EXCAVATIONS. - COMPACTED OR LOOSE SOIL, AND BELOW THE LIMITS OF ALL ROCK -BENCHES. o M �,' (SEE NOTE 2) •'.. G4 SOIL COMPACTION (WITH GEOTECH OBSERVATION) 1 1 4 �' :4 B.5 EXTRA REBAR IS REQUIRED WHEN THE WALL -FLOOR EXCAVATION -RADIUS IS LESS THAN THE RADIUS - �., •' ¢ "co= -'= t - - IS REQUIRED ON ALL FILL SOIL: COMPACT ALL FILL VALUE SHOWN ABOVE: ADD (1) ALT BAR FOR EACH FOOT THE EXCAVATION -RADIUS HAS BEEN REDUCED. °- ADD (2) HORIZ NOTES: NOTES TO 90% MAX DRY DENSITY PER ASTM D1557. IF HIGHLY =� #4 REBAR x 10' M EXPANSIVE SOILS OR UNUSUAL SITE CONDITIONS ARE B.6 ANY ADDITIONAL REINFORCEMENT MAY BE ADDED TO FACILITATE CONSTRUCTION. o REQUIRED REBAR: LENGTH 6 1. WHEN CLAY SOILS ARE PRESENT, RECOMMEND 30" MIN 1. FIND MAX H, SEE "SCHEDULE B" FOR SECTION DETAIL. DISCOVERED, STOP -WORK AND NOTIFY THE ENGINEER. B.7 PROVIDE PIPE -WRAP ONLY ON METALLIC PIPE PENETRATIONS & ALL EMBEDDED METALLIC PIPES. o FRONT FACE DIAGONALS DEPTH EXCAVATION. INTENT: EXCAVATE BELOW THE 2. OFFSET TO WALL FACES OR FOUNDATION MAY VARY. SATURATE EXPANSIVE SOILS PRIOR TO SHOTCRETE. A PIPE WATER -STOP FLANGE IS RECOMMENDED FOR ALL WET -PIPE PENETRATIONS. #3 REBAR x 4' LENGTH S "ACTIVE SOIL ZONE". CONSOLIDATE A3/4" GRAVEL 3. PORTIONS OF EXISTING RETAINING WALL MAY BE G5 APPLY SHOTCRETE AGAINST UNDISTURBED FIRM B.$ FOUNTAIN HEADS, SHEAR -DESCENT OR OTHER FEATURES MAY BE EMBEDDED IN ANY STEMWALL. STANDARD REBAR NOT SHOWN. BEDDING OR PLACE SHOTCRETE FOR REQUIRED FINISH. REMOVED. RECONSTRUCTED PORTIONS MUST MEET NATIVE SOIL OR ENGINEERED GRADE AND KEEP SECTION 2• DEPRESS OR ROTATE BOND BEAM FOR BEACH ENTRY. CURRENT CODES FOR RETAINING WALLS. SHOTCRETE MOIST FOR 7 -DAYS AFTER PLACEMENT.. OF p SCHEDULE B STRUCTURAL SECTIONS & REBAR NOTES d 9.0 LIGHT NICHE D10.0 SKIMMER ® 11.0 BENCH OR BEACH � 12.0 DESIGN HEIGHT "H" G6 PREVENT BUILD-UP FOR ALL STRUCTURAL HYDROSTATIC PRESSURE SECTIONS AND PROVIDE POSITIVE DRAINAGE BEHIND BOTH STEMWALLS AND RBB: STEMWALL RETAINING WALLS. IF A SEEP, OR HIGH-WATER IS MASONRY OR COPING AT BB: RBB: ADD (2) #3 REBAR AT TOP O KEYNOTES DISCOVERED, THEN A HYDROSTATIC RELIEF DEVICE HEIGHT MAY VARY ADJACENT FOOTING: 5 MIN OFFSET IS REQUIRED. ADDITIONALLY, CONSOLIDATE A PROVIDE FULL -DEPTH MASTIC PLACE CONTINUOUS BOND BREAKER BETWEEN � SEE SECTION A, SKIMMER ELEVATION. BEDDING OF 3/4" CRUSHED GRAVEL ON THE FLOOR. 2'1 BB (WATER -LINE): SET (3) #3 REBAR CONCRETE DECKS AND STEMWALL OR EXPANSION JOINT BB: 24" MAX M,qy • ® #4 REBAR 12" OC MAX SPACING (16" OC FOR CMU). G7 STORMWATER DRAINS AND/OR SWAILS ARE AT POOL STEM - B • SKIMMER © REQUIRED TO CAPTURE & CONVEY ALL SURFACE O ©6" MIN THICKNESS CONCRETE/SHOTCRETEtGUNITE WATERSHED FROM ASCENDING SLOPES PRIOR TO FG „ FG Q7 7" MIN THICKNESS CONCRETE/SHOTCRETE/GUNITE. CONTACT WITH STEMWALLS. PERVIOUS MATERIAL - BB O O CAN BE USED IN CONJUNCTION WITH MANUF GEO- e „ (2) #3 BB BB o O r 8 8' MIN REBAR HOOK. O ;-r COMPOSITE SYSTEMS (MIRAFI, GRACE, AMERDRAIN, OPTIONAL • REBAR • _ WATER LINE 15 EXTEND REBAR LEG 15" MINIMUM. TOTAL DRAIN, OTHER AND/OR DRAIN PIPE SYSTEMS. © • HAUNCH SPACING • #4 x 10 2' TYPICAL O ), DIMENSIONS MAY VARY #4 x 10' S w SEE BUILDER PLAN FOR (3) #3 REBAR (MINIMUM)) © PROVIDE EQUIPOTENTIAL BONDING FROM G8 DO NOT SURCHARGE STEMWALLS WITH VEHICLES" POOL REBAR TO DECK PER CEC ARTICLE 680. MAY VARY OPTIONAL "' STEPS, BENCHES & SWIM -OUTS g (SHOWN WITH BB HAUNCH OPTION) OR EARTH -MOVING EQUIPMENT. NO DRIVE ZONE. LAP SPLICE • S O STEMWALL DRAIN REQUIRED: 3" PERF RIGID PIPE G9 FOR STRUCTURAL SECTION REQUIREMENTS IN FILTER FABRIC, SET IN PERVIOUS MATERIAL. REBAR IS A BUILDER OPTION STD REBAR & SPACING ADD 12"MIN DEPTH SOIL CAP AT FG. OTHER SYSTEM, SEE DETAIL 12, FIND' 'H' THEN SEE SCHEDULE B. � COPINGIBRICK ► BB HAUNCH IN STEPS & BENCHES # 3 12" OC MAX, EW, TYPICAL MANUF OR FIELD FABRICATED, MAY BE USED G10 SEE APPLICABLE CODES FOR ALL IMPROVEMENTS: (FOR SECTION, SEE DETAIL 10) • TO CONVEY OR CAPTURE WATER. SEE NOTE G.7 DESIGN FEATURES AND WORK MUST CONFORM TO ALTERNATE BB SHAPES MAY BE USED WITH ANY STEMWALL • i LIGHT SKIMMER ELEVATION S STANDARD REBAR SIZE & SPACING. "2013 CALIFORNIA SWIMMING POOL AND SPA CODE." �F�gSIONA( FN (AGENCY USE) LEGEND 3" MIN COVER, UON Q��EILLY, pF%F�` R RADIUS 3"MIN CLEARANCE REQ'D J since GROUND &BOND REINFORCEMENT, TYPICAL. I- RMiI 1954 CJ COLD JOINT BETWEEN REBAR & EARTH, "' a • U ALL METAL &FIXTURES SEE DETAIL 12.0 & SCHEDULE B c� t3Ul TECO NTYDEVELOPMENTSERVICES BB BOND BEAM PER CEC ARTICLE 680 & FOR OTHER REQUIREMENTS ALL CASES, TYPICAL ��, "' S35831� ��® �I E� • I�®®� RBB = RAISED BB �" �! oIV EW EACH WAY (REBAR) CEC 201.680.26CA . • N°' 063 �Q �n1 (� y A'^ 7"MAXDIA(O.D.) 3.1M . •. _ +<s EXP \\' �`� V®D� VOIVIPLIAIVVE HKNEN FG FINISH GRADE, VARIES CN �O LEG BENT REBAR EXTENSION .: :, • STATE OE BY --- OPT OPTIONAL PLACEMENT Be Safe! VAR DIMENSION MAY VARY ' • • . '' • SIGNATORYATTACHED ELECTRONICALLY ( AGENCY USE) LION UNLESS OTHERWISE NOTED. D i g ' DESIGN CRITERIA & MATERIAL SPECIFICATIONS, UON SHEET CEC CALIFORNIA ELECTRIC CODE Alert CRUSHED ROCK BEDDING 1. EXPANSIVE SOIL STEEL SCHEDULE, TYPICAL EFP 100, 2:1 BACKSLOPE INCLUSIVE. TITLE STANDARD PLAN FOR EXPANSIVE SOILS PLUMBING, FOUNTAIN, OR MANUF LIGHT -SLEEVE - 2. SOIL TYPE: DESIGN ASSUMES SITE CLASS D, TYPE D SOIL, 110 PCF (CONSERVATIVE). WP WATER PROOF $ 7 ,7 SEE "GENERAL NOTES" G.6 3. REINFORCEMENT: STANDARD IRONWORK CONFORMING TO ASTM A615-40 (GR 40). po ngQMR r r19,�' CHECK: c FR O PERMISSIBLE LOCATION OF PENETRATIONS THROUGH WALL OR FLOOR M ER0 SITE: HECK: PFR OODCall Before NO ADDITIONAL REBAR REQ'D, SEE NOTES B7 & B8. 4 SHOTCRETE /GUNITE: CONFORM TO ACt 506 (DRY OR WET), 3000 PSI IN 28 DAYS. �ced er` TSP °E�'TNMBER NON-METALLIC PIPE/CONDUIT. You Dig ® SECTION A -TYPICAL 5 CALCULATIONS USE 2.5 KSI, SHOTCRETE STRENGTH TESTING NOT REQUIRED. a�a�g"re l bl&PIPE WRAP NOT REQ'D ON PVC. 6, a e Iss> 7sa asssssocNo SCALE -THIS SI IFFY AS APPLIES, A GEOTECHNICAL REPORT MAY BE PROVIDED WITH THIS SUBMITTAL. 2351 SUNSET BLVD, SUITE 170,ROCKLIN,95 SS Asw s POOL.ENGINEE GMAIL.POGL �FIT- _7_T- - ,F. -