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AT CORNERS 12" O C E.W. <br /> - � _ _ � _ � - <br /> a a a ELEVO PER OO N <br /> ° ° - a a a s a a VERDE DESIGN <br /> d LANDSCAPE ARCHITECTURE <br /> ' d Q I 4 <br /> a 4 Q CIVIL ENGINEERING <br /> / 1=74 BAR I I 6" MIN. _ - 4 a a a a SPORT PLANNING&DESIGN <br /> 1 X 1 UNGLAZED v N DIA. TYP. = 6 MIN. = a a a 1843 Iron Point Rd#140 <br /> NON-SLIP - �.i = - i - a a <br /> Folsom,CA 95630 <br /> tel: 916.415.6554 <br /> A ,�/� CERAMIC TILE N MAIN DRAIN 5UMP I fax:408.985.7260 <br /> — — — — — _ // PER SPEG'S = _ _ = www.VerdeDesignlnc.com <br /> 5UGTION PIPING <br /> /�� PER PLAN _ <br /> 2"41) HYDROSTATIC RELIEF = <br /> VALVE @MAIN DRAIN TYP. STAMP <br /> o // / �/, / 4 <br /> GRABRAIL ° 11 1 <br /> &P - <br /> NO LEAK FLANGE OR <br /> w o NO LEAK FLANGE TYP. 1 <br /> } A5 5HOWN OR 5WELL LEAK #8 �� — 5WELL SEAL #5 TYP. <br /> �/ % / <br /> %� j <br /> III—III 8 0 1%z"� PVC, q0° ELBOW <br /> �° 0 8�o NOTE: — c 358 2 <br /> w i 0 PVG HEADER REN.07/31/21 P <br /> POOL PERIMETER �%% �i / % 0 O� F Foe <br /> // �� / // g CONTRACTOR SHALL PROVIDE ALL <br /> �� / ii o o REQUIRED GERTIFIGATION5 FOR cF cAUX <br /> Elfo � � V.G.B.A., AB1020 (CALIFORNIA ONLY) <br /> ALTERNATE LOCATION <br /> OR ANY STATE CERTIFICATIONS. FOR PVG HEADER <br /> Z <br /> PLAN POOL PERIMETER 15"x 18" MIN. DRAIN ROCK CONSULTANT <br /> UNDER MAIN DRAIN <br /> 0 <br /> 2'-2" <br /> CAST BRONZE 1 _ 1 0 3 FLOOR INLET 3 -1 0 <br /> c i- w ANCHOR SOCKET I 2 MAIN DRAIN - <br /> FIGURE 4 TYPE GRABRAIL5 <br /> = U1/ SPECTRUM #35214 5.5. TYPE 304 5TAINLE55 STEEL WITH AQUATIC <br /> w <br /> Z O O E5GUTGHEON PLATES 320 GRIT FIN15H A5 5HOWN ON <br /> (2 PER GRABRAIL) GUTTER LINE AIR VENT 'ZURN' DESIGN GROUP <br /> PLAN ABOVE - 5EE 5PEG 5 FOR #JP2210-TOP-3 <br /> I 8" 1'-6" MORE INFORMATION. WITH '2" MAX. GRATE zzz6Farada7�438.d8400Ld <br /> d,CA92oo8 <br /> N LU PROVIDE GRADE aquaticDesignGroup.com <br /> 40 (5) #3 BAR PER I DECK LINE BEYOND U_ DIREGTION5 ALL <br /> GRABRAIL THUS: <br /> 2/ N w GONG. POOL DECK 6°❑H ❑❑p 16'2 <br /> 2' 2' UNGLAZED NON- �' <br /> 5LIP CERAMIC 10 z" 3" q" MIN. <br /> TILE PER 5PEG'S <br /> Uj <br /> Of <br /> -7 7' ��� \ I 2.1 8.. POOL DECK a a ° a 4 <br /> `t ELEV. PER PLAN ° - - #4 @ 12" O.G. HORIZ. <br /> J <br /> u' 'n <br /> J <br /> - ? 'ACORN ENG. COMPANY' #8151 <br /> m � ® 5.5. H05E BIBB BOX WITH WALL <br /> FLANGE AND DOOR. <br /> =III - WATER LEVEL PROVIDE BONDING `� 2" TYP. #4 @ 12" O.G. VERT. <br /> BONDING �— m GYGOLAG STEP IF WITHIN 5' OF POOL EDGE _ z _ z GONG. TOMBSTONE <br /> CD <br /> DECK OR WALL RECESSED <br /> GABLE AND IN5ERT5 (TYP.) <br /> Q <br /> CLAMP PER - <br /> a <br /> DET'L <br /> 4co - ° a v <br /> 5P-1� C. #4 BARS 40" LONG 3" PVG LEADER <br /> REINF PER @ 12" O.G. HORIZ. RIMFLOW POOL ONLY: AIR VENT MUST BE -r <br /> _ � - 2-#4 CONT. <br /> INSTALLED NO LOWER THAN 2" BELOW -� ___' <br /> N 2/5P.5 POOL WATER LEVEL. 20 z" <br /> 7" MIN. `p <br /> w 15%2W" X 5"H X 5 z"D p FRONT ELEVATION 13" <br /> 0 5TRUGTURE - • <br /> Z `t DEEP GROUT w <br /> w (2) #4 BARS 6" APART w p 3" PVC, 45° RIGHT 51DE ELEVATION <br /> NOTE: CARE SHALL BE _ EACH SIDE OF 5TEP5 Q ' <br /> w TAKEN DURING THE 5HOT6RETE/ <br /> PROGE55 TO PROVIDELd <br /> NOTE: <br /> N STEP GUT-OUTS THAT - WHITE PLASTER FIN15H PVG GUTTER RETURN PROVIDE 3/" GHAMFER ON <br /> = ARE SUFFICIENTLY ALL CONCRETE GORNER5. <br /> = DEEP TO ALLOW FOR 5HOTGRETE POOL 5AGK $ PATCH ALL <br /> FLU5H IN5TALLATION OF <br /> SHELL EXP05ED 5URFACE5. SHEET TITLE <br /> w CYCOLAC STEP IN5ERT5. • <br /> Z (NO EXCEPTION5!!) TO SURGE <br /> Z <br /> - CHAMBER DETAILS <br /> Z <br /> Q <br /> 0 SECTION A <br /> w <br /> 0 <br /> 0 <br /> rn <br /> PROJECT NAME <br /> w <br /> 4 AIR VENT 1 =1 -0 5 HOSE BIBB <br /> w <br /> 0 <br /> 0 <br /> FRANKLIN HIGH SCHOOL <br /> POOL PERIMETER ATHLETIC IMPROVEMENTS <br /> w <br /> FIGURE 4 TYPE PROVIDE GUTTER ACCE55 COVER. TOP OF DECKING <br /> Uj <br /> Of GRABRAILS A5 5HOWN ON 1'-411 "7 12"x16" 5TAINLE55 STEEL PAN WITH <br /> w PLAN ABOVE - 5EE 1 GONG. INFILL AND LIFTING LUGS. BONDING CABLE <br /> 5PEG'S FOR MORE INFO N 2" 12" 2" PROVIDE 3/16" 5.5. ANGLE IRON FRAME AND GLAMP 4 GUTTER WALL <br /> PROJECT ADDRESS <br /> 24" GLR } WITH BONDING LUG. ONE PER GUTTER OUTLET. PER DETAIL TO #4@12" O.G. E.W. IN <br /> Z FOUR (4) TOTAL. COORDINATE LOGATION5 DECK REINF. 5P-10 DECK 4600 E. FREMONT ST. <br /> PRE-FABRICATED WITH DECK ANGHOR5. D15GONTINUE DECK REINF. 8" 8" WATER LEVEL <br /> 10\ J <br /> GRATING PER FLU5H 2" GLR. AROUND ACGE55 COVER POOL DECK. PROVIDE 1-#4 ADDITIONAL GUTTER ACCE55 STOCKTON, CA 95215 <br /> w OL 5PECIFICATION5 51X (6) TOTAL. <br /> > <br /> EA. 51DE OF OPENING TYP. <br /> 3 - <br /> GLR. m a a PROVIDE 1-#4 ADDITIONAL I SUBMITTAL DATE <br /> GLR. DD/50% SUBMITTAL 03/06/2020 <br /> Uj #4 BARS 40 LONG EA. 51DE OF OPENING TYP. <br /> UJATERLEVEL EA. STEP PROJECTION =III <br /> = CENTERED — WATER LEVEL DSA 100% SUBMITTAL 05/01/2020 <br /> GUTTER - <br /> OUTLET 1" LEDGE GROUT 50LID <br /> Z PIPING = 4 SIDES FRAME WITH <br /> GUTTER GRATE <br /> Uj 51ZE 5HOWN _ - - <br /> (If C3Z - VANDEL PROOF GRATE BEYOND-LAW50N AaUATIG5 <br /> ON PIPING MLD-FGD-1212 51X (6) TOTAL <br /> CD _ _ <br /> a CYCOLAC STEP PLAN _ NO. REVISIONS DATE <br /> Kw C - <br /> �L _ - - - - 1� o =I1 � I � - - - - - - - - - - <br /> INSERTS (TYP.) <br /> 0 <br /> 2-#4 EA. 51DE 1 D 5HOTGRETE POOL <br /> ' FVC, GUTTER ------------------ ----------- --- -------------------- <br /> OF 5TEP5 FLOIU � '� SHELL -' `` <br /> 5UGTI <br /> N LINE TO <br /> VERT./HORIZ. REINF. N ` `� J' � SURG�CHAMBER <br /> wo — ------ -------� <br /> = PER _ d----- ------- <br /> �w 3 5LOPE MIN. 1% <br /> U)) 5P-5 1 _ _ Q (BEYOND) <br /> #4@12" O.G. E.W. IN ADDITIONAL #4 BAR <br /> WHITE PLASTER NO-LEAK CANTILEVER GUTTER X 48" EACH SIDE <br /> Q� <br /> 5P-q FLANGE a #4 @ 12" O.G. <br /> mo � 2.. �zFINISH , , , • <br /> 16%" SECTION C FINISH UJ/ (2) I GUTTER OUTLET BOX q" 1'-6" q� TOP AND BOTTOM POOL <br /> #5 @ 12" O.G. <br /> a o 2 GOAT5 O DRAWN BY CHECKED BY <br /> TYP. THOR05EAL 15 1'-1" UJIDE X 3'-0" TOP AND BOTTOM <br /> LONG (IN51DE DIM.) <br /> Z (GRAY IN COLOR) TOP VIEW NFC SJ F <br /> ww <br /> wo DATE ISSUED SCALE <br /> 0 CL <br /> zw <br /> >_ ELEVATION <br /> GUTTER OUTLET ELEVATION 05/012020 AS NOTED <br /> 0- <br /> <>_ B <br /> via PROJ. NO. <br /> zw F�l I ' I0 <br /> 191 1000-1 21 1 <br /> L <br /> w <br /> UT F- SHEET NO. <br /> o 1 GRABRAIL WITH STEPS 6 GUTTER OUTLET 1 1'-asP-s <br /> 1 1 -0 <br /> OF <br /> a v <br /> DETAILS <br />