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ADJACENT SURFACE, REFER TO PLANS SYNTHETIC TURF <br /> 3" CONNECTION <br /> CLR ol 2'-0" POOL / \\ <br /> 2" CHAMFER,TYP., REFER TO 3" %2" CHAMFER / <br /> - -- - d SPECIFICATIONS / TYP TYP. <br /> -- - _- ` <br /> a � <br /> d CONCRETE CURB SHALL BE ONE POUR ri r7 ~ •1 <br /> 'O 1" REVEAL REFER TO ENLARGEMENT <br /> #4 HORIZONTAL REBARS AT 8" -""'- "�` I a 1 / I <br /> I 1 Ia REVEAL <br /> ° I ° da Q SPACING I 4 1 \ _° #5 REBAR, HORIZONTAL @ 12" O.C. 8'-0" O.C. <br /> I a ENLARGEMENT <br /> JOINT, REFER°• • 4 a " ENLARGEMENT O ENLARGEMENT <br /> JOINT, REFER O <br /> � a I #5 REBAR VERTICAL @ 18 HORIZ. <br /> #4 VERTICAL REBARS AT 16"O.C. 1 a 1 ° O.C. SPACING <br /> a SPACING WITH STANDARD HOOKS AT I I B / N / <br /> --c <br /> EACH END I a <1 CONCRETE10. <br /> ° (• •1 o PAVING D2.1 \ \ a a <br /> ° ADJACENT SURFACE, REFER TO PLANS Z ° 4 i� <br /> V I a I 4 a / /" CHAMFER, <br /> a ° o CONCRETE C ° 4a a / \\TYP. <br /> ° ° I a I o �o JOINT D2.1 a 4 a <br /> ° d° a a (4) #5 REBAR, HORIZONTAL,CONTINUOUS a a I a <br /> 1° d ? d M030- 01-t- <br /> - ---�-- -- 4 4 \a ° 4a 4 4 \° a� °°:° a a #5 REBAR, HORIZONTAL, @ 18" O.C. 4` a ° a \ \ / / VERDE DESIGN <br /> 10 <br /> J ° -- CHEMICALLY TREATED COMPACTED " CHEMICALLY TREATED AND LANDSCAPE ARCHITECTURE <br /> M ° SUBGRADE, REFER TO SPECIFICATIONS �� ��\ b����\\ JOINT CIVIL ENGINEERING <br /> u � COMPACTED SUBGRADE, <br /> 76/ NOTE: REFER TO SPECIFICATIONS PLAN VIEW ENLARGEMENT SPORT PLANNING&DESIGN <br /> REFER TO EDGEBAND AND TALL CURB SECTION VIEW 1843 Iron Point Rd #140 <br /> NOTES, DETAIL X, SHEET DXX FOR NOTE: Folsom,CA 95630 <br /> ADDITIONAL INFORMATION. SMOOTH TROWEL FINISH ON ALL EXPOSED FACES OF WALL. tel: 916.415.6554 <br /> fax:408.985.7260 <br /> 1 G 6" WIDE TALL CURB NTS C CONCRETE SEAT WALL NTS www.VerdeDesigninc.com <br /> 0 1%2 " DIA. METAL HANDRAIL POST 40.00 I 40.00 <br /> Z_ 4'-0" MAX. O.C. ORNAMENTAL FENCING M STAMP <br /> 10 4" WEEPHOLE <br /> (4 TALL) D4.1 \_WD qp <br /> 4" ROUND BASE PLATE TO N 39.00 39.00 �� BAG/,ys�9,p� <br /> a MATCH HANDRAIL FINISH � No. 40 <br /> Q ADJACENT SURFACE PER PLAN <br /> 12" MIN. 38.00 38.00 O <br /> �o in 10 ur <br /> Ld <br /> 0000000000000000 0000000000000000 0000000000 * EXPIRATION DATE: <br /> o f� JULY 2021 �Q <br /> U) 37.00 0 37.00 <br /> oPOOL OLUMNS D7.5 9TF OF CAS-��0�� <br /> F2 ° <br /> ° 3" DIAMETER CANNED SLEEVE 36.00 36.00 CONSULTANT <br /> z / 3" RADIUS,TYP. 1H 1� 1� HCONCRETE WALL C <br /> d FOR METAL POST; FILLED IL <br /> w WITH NON-SHRINK GROUT. 1 HAND RAIL PIPE,TYP. FORM TIES D7.2 <br /> o ° 12 MIN. 35.00 35.00 <br /> 14 / #4 REBAR RING INTERMEDIATE RAIL TREADWIDTH °I °1 • '° ° I 1' , • ° • ° I° I • • ° <br /> z • ° <br /> CONCRETE FOOTING PIPE TYP. ° 1 i ° ° I I• • p ° ° 1 1 ° ° A. <br /> E i °i p .O ' ° . ° 0� 0 i i'� * ° 0 •O 0 G i D p Q , <br /> o ° ° CONCRETE STAIRS °° I I ° ° $ • °° <br /> 17 34.00 D <br /> Lu_d SHIM AS REQUIRED - °i I ° ° I i ° , ,• •° r 1 • • p °• CONCRETE WALL D7.3 <br /> W <br /> } �� ° NOTES: i I ° ° • °. ° ° A. • , • ' . ° ' I I°I. A. .p• °° • '° ,° • • <� 1 4• .,A <br /> ° n• ' <br /> z ° I�°I p 1 k ° • p d, < • <br /> Q ° 1. THIS DRAWING IS FOR DESIGN INTENT ONLY. SUBMIT RAILING H I I ° ' ° , , ° I I ° , p ° • 1 1 ,°° <br /> I I ^ • m I• I 1 p • ' • I I . p <br /> m SHOP DRAWING TO SHOW MATERIAL, WELDS AND FOOTING,TYP. - 33.00 °LF ° p ° ° O' ° ° •O° • . p O. •.•° p 33.00 CONCRETE C <br /> o EQ. EQ. FASTENERS. • o , ° e °° , ' SEAT WALL <br /> Ld 10r <br /> 0 2. ALL PIPE TO BE 1%2" (1.90" O.D.) DIAMETER .145" THICKNESS A. ALL RAILINGS TO BE SHOP FABRICATED FOR FIELD °p ° • ' ° , 'p d p• <br /> 12' SCHEDULE 40 PIPE WITH HOT DIPPED GALVANIZED FINISH INSTALLATION. °p ° •°< ° • ° ° ° p < ° ° °'° ' p ' °• ° °' <br /> 32.00 � A ° ' 32.00 K <br /> a SYNTHETIC <br /> 3. ALL JOINTS SHALL BE 8" FILLET WELD; GRIND SMOOTH 5. PROVIDE 1%2 " FROM OUTSIDE OF HANDRAIL TO 1 LT1 1{ k t 1 ° • , <br /> U JOINTS; TREAT ALL FINISHED WELDS WITH GALVANIZING. CURB WALL ADJACENT TO HANDRAIL ° ° p • •. ° TURF D2.3 <br /> II ' ° a <br /> W ° d ° ° a• ° °•' °,° ° , <br /> ' • a ° <br /> 0 H RAILING FOOTING NTS F STAIR HAND RAIL NTS 31.00 \ ° ° , p 31.00 6" WIDE G <br /> • ° ° • ° ° TALL CURB <br /> s• p1 s p <br /> K <br /> #4 HORIZONTAL REBAR 30.00 ° • 30.00 <br /> ° cel d ° d _ • ° PERFORATED E <br /> W AT 16 SPACING a d a SUBDRAIN D1.1 <br /> M B CONCRETE 3" °° ° °da 1 2" ° ° °°+ -� ° e i 9 ° e <br /> Q D2.1 PAVING TYP. <br /> n CONCRETE C 29.00 ° ° °° d a e • , 29.00 CONCRETE C <br /> °T JOINT 2.1 <br /> a JOINT D2.1 TYP. 1 2„ #4 REBAR CONT,TYP. ° �_� ° ° 3„ ° d m �• �� '- a ' T <br /> PROVIDE HOOK AT p , , ° \ ° '01'.0,01 <br /> ° ° • d <br /> o C� ° MIN. ° ° ° 0 0 0 0 0 ° 0 ° 0 ° <br /> EACH SIDE OF STAIRS. 28.00 ° d 28.00 <br /> p • n� - CV ° ° d • °- ° -° <br /> °�� ° ° -•� • d-°�-� •° ° ADJACENT POOL DECK, <br /> °�° I \ I d ���~ 1" \ \ a° ° ° ° d ° REFER TO PLANS <br /> MAX.z ° ° • 12"TYP. z TOOLED RADIUS TYP. °° d _ <br /> ° 1 I a e 3„ 27.00 °° °° ° ° ° ° ° ° - _ _ - - ___________-_\- 27.00 <br /> ° ° ° I I I_I I I_I I I_I I_I 11_1 i 1_I i 1_ I I I_I 11_1 11_1 I I-1 11_1 I I_1 I I_1 I I_1 I I_l l I_l l I_I I I_I I _ 11-1 I I-f I I I ISI ISI I�1 II It <br /> _I=1 11=1 11=1 11=�I =-I I-I 11-1 I I-III III-I 11-1 11-1 11-1 I I-1 I I-1 11=1 11=1 11=1 I I-I I I-I I I-I 11=1 11=1 11=1 11=1 11-1 11-1 11-1 11-1 11-1 I I-I 1 <br /> ° • RISER,TYP. - REFER TO d°° °°° ° ° ° ° `d °° -1 I I=1 I I=1 I I=1 I I=111= I I=1 I I=111=1 I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=111=111=1 11=1 11=1 I F_ I I=1 I <br /> w • O • ° ° • p PLANS FOR STAIR LAYOUT 26.00 ° s °° d ° = - - - - - __- - - - - - - - - - - - - - - - - - - - - - - 26.00 <br /> M > o oho o • AND QUANTITY - - - - _ d - • • 1=III=III=III=III=III=III=III== III=III=III III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III- EYMAP <br /> o o°o o °o o q <br /> °o o , I I I_111_111_1 I I_I I I_I I I_I I I_I I I_I I I_I I I_ I==_I =_ III-III= III_III_III_III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I- <br /> o ° 25.00 _ - _ ======== = = = = = = 25.00 <br /> ������\\ �• •� III_111-I I-I I-I I-I I_111-111-111-111-111-111-111-111-111-111-I I I I I_111-111-111-111-111-111-111-111-111-111-111-111-111-111-I <br /> �\ , 'I-1 I-I I-I I-I 1-I 1-I 1-I 1-I 11-I 11-I 11-I 11-1 11-1 11-1 I I-1 I I-1 I I -1 1-I 11-I 11-I 11-I 11-I 11-1 11-1 11-1 I I-1 I I-1 I I-1 I I-11 I-1 <br /> \ '1-111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 EN I 11=111=111=111=111=111=111=111=111=111=1 <br /> 0 o I #4 HOOK AT BASE AND ° NOSING -4" RADIUS,SPACED 4" 24.00 ' - - _ - - _ 24.00 <br /> z TOP OF STAIR, LAP WITH d - <br /> d ° ° APART. CONTRACTOR SHALL '=111-I 1-1 1-1 1-1 1-111-111-111-111-111-111=1 1- -111-111-111-1 I 1=1 I I- <br /> ,� p TYP. STAIR REINFORCEMENT CHEMICALLY TR <br /> #4 VERTICAL REBARS AT 16 O.C. ° • PAINT WARNING STRIPS WITH -I 1 -I 1-I 1-I 11-I 11-I I 1-I I 1-I I 1-I I 1-1 1- <br /> ° '1 I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 <br /> W SPACING WITH STANDARD YELLOW TRAFFIC PAINT. _ _ _ _ _ - <br /> a- HOOKS AT EACH END o 23.00 - - - - 23.00 <br /> 0 0 I , =1-1 11=1 = <br /> Ld <br /> „ I I. III-1 11= O 1=1 11=1 11=1 I I l;.l <br /> 0 #4 HORIZONTAL REBAR AT 8 II,�III-III=_= III=III-III- STAIR ENLARGEMENT <br /> Ld <br /> SPACING EACH FACE I-III-III-III-111-III-IV-III1 ,111- <br /> -111-1 II I,;,1 11-1 11=1 11=1 11- <br /> w SECTION 22.00 .00 <br /> r <br /> E CONCRETE STAIRS NTS B ACCESSIBLE SEATING NTS SHEET TITLE <br /> U <br /> POOL <br /> Z 40.00 40.00 <br /> 40.0040.00 <br /> ORNAMENTAL M ORNAMENTAL FENCING M TERRACED SEATING <br /> Q FENCING D4.1 <br /> z 39.00 39.00Ld <br /> (4 TALL) D4.1 <br /> AND SEAT WALL <br /> 39.00 _ 39.00 POOL ENTRY A <br /> DETAI LS <br /> COLUMN D7.5 <br /> 0 38.00 _LLL11 11 1 11 11 11 111 11 11 11 11 11 11 11 11 11 11 1 11 11 11 1 11 11 11 11 <br /> 38.00 PROJECT NAME <br /> 38.00 38.00 <br /> O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0=0 0 0 0 0 0 0 0 0 0 roil I <br /> W <br /> 11 <br /> 0000000000000000 0000000000000000 00000000000 37.00 37.00 POOL ENTRY A FRANKLIN HIGH SCHOOL <br /> 37.00 37.00 COLUMN D7.5 <br /> > CONCRETE WALL D�.3 36.00 36.00 ATHLETIC IMPROVEMENTS <br /> Ld <br /> w 36.00 36.00 CONCRETE WALL C <br /> CONCRETE WALL C <br /> FORM TIES D7.2 <br /> FORM TIES D7.3 <br /> 1111 1111 IL 1 11 �1 1111 11111 <br /> 35.00 35.00 <br /> A < d ° <br /> w 35.00 35.00% CONCRETE B ° ° ° ° A " <br /> ° ° .° • " r ° ° ' ° • • °• PROJECT ADDRESS <br /> • ° - ° , , <br /> d . d ° . . • , . . ° • . ° <br /> Q ° I 1• ° ° ° °° d . I, II ° ° c ° • _ ° ° d ° . ° PAVING D2.1 34.00 °°° ° • . ° ' . • • ° *0 <br /> ' ° • • , ° < ° ° °° 34.00, <br /> d d • • ' p °° ° °° •° 6-8 CONCRETE WALL D 4 E. FRE T T. <br /> d I ° d I I d d <br /> e I ° •Od° O' II dd 00 ct r' I ° O ° °° •Ov• ° p • • • •° ° • 6�� MON S <br /> Z 34.00 i i < d° I d �I ° 34.00 p , • ° ° ' D7.3 <br /> z I I 4 I II ° d' ° a " SOLID D �° ° • • °p ° • • °• o ° • °° ° <br /> w °i L s • d '°e 9i • d ° °• ° p PIPE D2.3 33.00 ° ° • • ° ° •° p ° ~ ° • p ° .° ° 33.00 STOCKTON, CA 95215 <br /> 0 I I 4 d , • • • I all d v . • . . • • ° d • . < • p 4 4p as <br /> w 1 1 ° d ° • ' • I II• d d ' . ° p ° e , ° < s ° ar ° . ^• �•° o , ° °. ° <br /> I I ° ° , O , •O O° p° Q °O O ° ° O ,d O • p O ° O O O CONCRETE C <br /> w 33.00 4 a d O^ ° O•� dr 0•d 0 ° ° ° ° O B d • 0. 4 33.00 CONCRETE C ° • °° • ° . • ° p • p. • SEAT WALL - <br /> ° ° ° ° d ° ' °• :d ° ° SEAT WALL _ - p° ° ° • °° p. <br /> 0 °° ° • ° 32.00 °' ° ° • . , ° , ° • 32.00 <br /> d d <br /> r _ . ° •° d • , p ° • , ° > SUBMITTAL DATE <br /> ° SLOPE °° •d' ° ° 'd `n {t ° " • •° ° ° ' SYNTHETIC K <br /> W �� a • ° d° ° A . p , • ° , a p <br /> Ld 32.00 32.00 �. .l p <br /> . ° T - ° -�- -- - -� a d° d 9 O , • O d °•d ° ° d HANDRAIL - ° a. ° ° O'° „ • O° ° �° •,p b ' 0 . • O ° O' TURF D2.3 D/50% SUBMITTAL 03/06/202 <br /> oa° ° d ° ° d a a •o� 31.00 °' ° ° e ° ° �� . �� ° . ° 31.00 <br /> ° m • d•° ° d • ^ • ° ° • ° 4 -O ° ° 2&- ° ' • PERFORATED E DSA 100% SUBMITTAL 05/01/202 <br /> QQQ 6 °m . • ^ ° '° SUBDRAIN D1.1 <br /> 31.00 d ° ° °° ° o oC ` \U° 0 ° •. e ° ° d° ° 31.00 CO STAIRS E ° ° ° ° ° , p <br /> 0 • • d <br /> Z an an d . G <br /> r ______ ° • ° • 30 00 ° I l 30.00 <br /> - d ° ° d I 1. <br /> •Cl 4 • Q `o CONCRETE <br /> z 30.00 ° ° ° e ADJACENT POOL DECK p ° ° ° ° ° ° ° s d ° ' e <br /> 39: 4 JOINT D2.1 <br /> w � ° , ° ° S ' �°\,� • ° �� ' d°` •- WITH THICKENED EDGE, °° 1 2„ cV rid•-.d • �� e ° <br /> v ° ° d REFER TO PLANS 29.00 d^ d ° ° • , 29.00 <br /> aZ ° 0 ° 0" d° • p <br /> a �� d� ° d° v \ ° d • ADJACENT POOL DEC <br /> Z Z 29.00 ` ° ` ° 'd I 29.00 ° ° T, <br /> ° <br /> ° ° . <br /> ° 3�� \ ; WITH THICKENED EDGE <br /> ° ° <br /> aQ 0 0 0 0 ° ° L°-� -- - - - - ° ° _s - NO. REVISIONS DATE <br /> ° � °° <br /> ° ° ° ° 0 ° ° s4 4 • ° 28.00 N ° °° °° MIN. ��Od ° ° �° • ° - - - 28.00 REFER TO PLAN <br /> F-LLI28.00 ° ° ° ° ° 28.00 L <br /> w Z a - ° - ° 27.00 ° ° <br />