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I II I U <br /> I I <br /> -- <br /> II I II <br /> MECH. ROOM <br /> _- SEE 5HT. MR-1 <br /> - ----------------- ----------------- ---------------- ----------------- -----------------+----------------- - T.F.F. = 28.15 <br /> I I , <br /> I I � <br /> I I , <br /> I I I <br /> I <br /> 1 <br /> I I <br /> I I <br /> I I <br /> ' VERDE DESIGN <br /> 1 <br /> LANDSCAPE ARCHITECTURE <br /> -- -----------------I',----------------- ----------- ----- -----------------I'r---------------- ---------- \ \ \ \ \ CIVIL ENGINEERING <br /> ---------- <br /> o 0 0 SPORT PLANNING&DESIGN <br /> 0 0 <br /> REFER TO SHEET o 1" GU1 1843 Iron Point Rd#140 <br /> L5.0 FOR GRADE <br /> Folsom,CA 95630 <br /> OUTSIDE F POOL tel: 916.415.6554 <br /> , I , <br /> AREA. , fax:408.985.7260 <br /> www.VerdeDesignlnc.com <br /> 5P-11 SWIMMING POOL DATA <br /> TD EMERGENCY/ RESGUE POLE AND <br /> 8 6 TD INFORMATION LIFE RING PER TD STAMP <br /> 28.85 SIGNAGE SPECIFICATIONS 28.85 SURFACE AREA = 8,085 5Q. FT. �SEp ARCy/ <br /> zTD <br /> \o .i S. F F <br /> 28.85 PERIMETER = 314 FT. �'��' C", <br /> r <br /> 1 r <br /> EJ BA I 28 85 TD I I DEPTH = 3-6" TO 1'-3" <br /> F_ Ib 25.85 , <br /> 1TYP. SP-1� I 1 1 <br /> i � C 358 2 Q <br /> O I `\ I I ,' ,' I `- / REN.07/31/ 1 �\ <br /> 1II VOLUME = 405,510 GAL. <br /> 5-0 I 5-6/ \5-0 5-0 8)1-011 10-0 5-0 8)1-011 F o� <br /> OF CAUElf 0F_ �F <br /> " -----T- ----, 1 6 HR TURNOVER = 1,127 GPM <br /> 6 GONG. 1 CUJ I 1 - ---'- 1 1 C� SCOREBOARD <br /> DECK W1 1 I 5B GJ TCO 1 I I ; I 0 1 5C EJ 5P-1� <br /> 0- #4 @ 12" I Z cq I TGO I 1#�A I ,' 1 1 _ . cSJ i CONSULTANT <br /> 1" GUJ O.G. E.W. I 1 25.66 5P-10 TYP. 25.66 I 1 I 5P-1� TYP HB <br /> 1 1 � <br /> T 1 TSD TGO 1 ' �'5D 1 I 1TCO <br /> 1 TSD 25.66 T5 i 25.66 255.11 1 <br /> 1 6W I T5D 25,66 6" 25.66 25.66 6 a'�_______ _______� I D LEGEND <br /> G E N D <br /> Z ' <br /> s I 5.66 I---------- -------- 25.66 I l <br /> 1 SLOPE 0.45% 6" 6" 1 -- 5" 5D AQUATIC <br /> - <br /> = TCO • \ IE 1 o o TCO 1 TD` 1 - o I - - EJ- - = EXPANSION JOINT 5P 0 5P 0 <br /> IE = 26 65 <br /> Z 25.66 1.21 1 6 �z 25.66 1 25.50 5.58'' 1 ��� `�'� „I 5B DESIGN GROUP <br /> } `� AL I i 1 i 11 -5 10-5% ;; 2 163 GJ = CONTROL JOINT 2226 Faraday Ave.Carlsbad,CA 92008 <br /> m � � � �- ____ 5P-10 AquaticDesignGroup.com <br /> 21.66 r -- ® - I I ; 760.438.8400 <br /> 1 ---- ---- ----� --- - ---- I TSD = TOP OF SLOT DRAINco % 5P-11 <br /> 1 1 ----- --- -- 3'_6" -- ------------ - -- <br /> 9 1 I TD TD TD I I P TCO = TOP OF GLEAN-OUT 5P-11 <br /> 1 1 25.50 25.50 25.50 <br /> TD _ 1 I 1 II 25.50 I III 5 5D T IORE NTION 1 <br /> Lu 2 1 l I i i S<oA� AL = AGGE551BLE LIFT 5P-1 <br /> I <br /> w1 1 1 1I I I gSo HB = HOSE E355Of 911 41-roll <br /> IIP o 5P-8 <br /> 1 <br /> 1 1 T-T L-- 51-611 Gill = GOLD WATER <br /> 28 D \� ___ ___ ___ ____ ___ _6'-6" ____ ___ ___ ____ ___ _ i i TSD 5" 5D = SLOPE DIRECTION <br /> Z ani -----------------------------71=011-----------------------------� iI 25.66 , IE = 26.44 WL = WATERLEVEL <br /> J / <br /> -;=---- - --- - ---;-1 I\ /I I P --- - ----- TD = TOP OF DECK <br /> 5L 1% 5L 1% 1 I \\ i I IT I i 5L1% 5L 1% <br /> Z - MIN. MIN. 1 1 \ / I I MIS MIN. <br /> TFF = TOP OF FINISHED FLOOR <br /> Lu <br /> 1.5% 1.5% d 1 I \ / I I 1.5% 1.5% O BIORETENTION <br /> CD <br /> MAX. MAX. 1 1 I \ / I 1 1 MAX. MAX. I.E. = INVERT ELEVATION <br /> I I 25.53TD <br /> 1 v I 1 1 I \\ I 1 1 P.O.G. = POINT OF CONNECTION <br /> °1 1 i i 1010 5D = STORM DRAIN <br /> co <br /> I I <br /> I T5D I <br /> % 25.661 I \\ I I I <br /> o <br /> (n ; EJ 1 11 \ EJ <br /> TYP. 6" 1 1 i i i •i TYP. C NOTE5: <br /> I \ / 1 1 •1° 56 ' 2 1. COORDINATE SIGNAGE PLACEMENT AND GOLOR SCHEME <br /> 5P-11 <br /> 51 <br /> -10 WITH OWNER PRIOR TO INSTALLATION. <br /> \ / I ---- 2. DECK5 SHALL HAVE 1% MIN. SLOPE AND 1.5% MAX. SLOPE <br /> U <br /> Lu <br /> w I <br /> 1 <br /> \ / I 1 °1TO DRAINS. <br /> O 11 I 1 11 6 <br /> c) MIN <br /> 1 1 1 \ / 1 lei C 5. ALL POOL DECKING SHALL BE NON-SLIP AND <br /> (n TD a� `n 1 To \\ I 1 1 TGO C NON-ABRASI\/E MEDIUM BROOM FINISH WITH MIN. 4 FOOT <br /> 1 25.55 125.50 \ / 25.66 WIDTH TYP: NATURAL GRAY CONCRETE UNLESS OTHERWISE <br /> _ I \ / TD NOTED. <br /> OVERHEAD 5H TGO 1 \ / 25. 0 i •i GJ TD - 4. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS AND SHEET TITLE <br /> STRUCTURE. REFER I 25.66 1 1 i \ / i 1 °1 TMP' 5.56 = QUANTITY OF REQUIRED EXITS, DRINKING FOUNTAINS, AND <br /> W I I SB <br /> Z TO USA SHADE 1 I \ / I 1 SANITARY FIXTURES. <br /> PLANS. ° 1 \ / I 1 ° 5P-1� 5. THE POOL CANNOT BE WITHOUT AN APPRO\/ED POOL SWIMMING POOL <br /> ENCLOSURE AT ANY TIME, INCLUDING DURING DECK PLAN <br /> Z 1 1 I I I °I CONSTRUCTION AND INSTALLATION OF THE NEW POOL <br /> Z 5A - I I I I <br /> 1 1 I \ / I I °I ENCLOSURE. <br /> Lu <br /> cn <br /> IREFER TO SHEET <br /> I TYP_ -G� -- ----0�- i \\ 1 10---- - ---- ------ = PROJECT NAME <br /> L5.3 FOR GRADES • <br /> w 1 1 1 1 6�' GONG. <br /> > AT TERRACED _ TYP. • <br /> SEATING. <br /> 1 \ TGO 1 i i T5D DEGK W1 <br /> 5B I \ #4 @ 12 <br /> Q \ � 1 dJ I I I / j I I 25.66 � <br /> O.G. E.W. FRANKLIN HIGH SCHOOL <br /> 1 ATHLETIC IMPROVEMENTS <br /> o °1 1 1 \ / I I *i* <br /> w 1 1 I I 5L 1016 5L 1016 <br /> 1 TSD °1 1 I \ / I I •I° MIN. MIN. <br /> I " j �j 25.66 \ / 1 i i 1.5°0/ 1.5°0/ <br /> w MAX. MAX. TD <br /> PROJECT ADDRESS <br /> SL 1% 5L 1%i II °I <br /> - MIN. MIN.Z 1 1 j j I .I 1.5°0/ 1.5%° I° <br /> 4600 E. FREMONT ST. <br /> N MAX. MAX. �'j \\ SWIMMING POOL WL = 21.50 j'p STOCKTON, CA 95 215 <br /> ----- - ---- ---- <br /> SUBMITTAL DATE <br /> d 1 I Ju1L��.u�---------- .J I I b DD/50% SUBMITTAL 03/06/2020 <br /> 1 <br /> T 1 LL 1. 1 1 1 I °I DSA 100% SUBMITTAL 05/01/2020 <br /> 50 Z , <br /> Q , II ,'-011 \ , <br /> T� -------------------------------------- --------------------- <br /> m � �- 1 TD i <br /> I i�i 5.50 25.50 I'I <br /> aI ° l o I ° <br /> z 1 1 � <br /> 1 <br /> ZZ <br /> NO. REVISIONS DATE <br /> CD <br /> TCO I I �?1� T5D I I IE <br /> `� 25.66 IE I I I I • <br /> N o 21.66 I 1 25.66 1 21.66 <br /> I � <br /> uj <br /> }> TD --- - <br /> I I I I O • <br /> o� 5.16 `, I I I I TGO \k TD <br /> 25.66 <br /> 1 6" GONG. i ° f�'�S 5B GJ I 5G E.1 i 25.16 <br /> Elfw -'` I DEGK UJ/ 1 I 5P-10 TYP. 5P-1� TYP. I 1 GU1 <br /> kk <br /> W a- 1 #4 @ 12 <br /> o 1 ;GUJ I O.G. E.W. I I 1 <br /> � I I <br /> 0 0 ; I I I I .1 HB <br /> N 3 q'�0" 5'-0" 5'-4 z" 5'-4" 5'-4" 5'-411 5'- 5'-411 5'- 11 5'-4" 5'-4%11 5'-0" q-0 <br /> Z I <br /> > I 4 5A EJ I TD <br /> z Ld i I 5P-1� TYP• I I I : DRAWN BY CHECKED BY <br /> ,� , 25.55 <br /> N= -- ♦ NORTH NFC SJF <br /> Lu UJ cQ <br /> _ <br /> Q w �O 0 F \ I . ---------- , II / I <br /> -,__ �\ ; D ♦ DATE ISSUED SCALE <br /> TD ---I-- ----- -- ----------------------- <br /> CDTD- - 25.55 <br /> 25.55 R�SCUE POLE I - ; 05/01 /2020 1 /8"=1 '-0" <br /> on <br /> 25.55 <br /> TDF7 AND LIFE RING PROJ. NO. <br /> 25.55 <br /> FP R ;' <br /> 1911000-1211 <br /> o Z SPECIFIGATION <br /> 0 <br /> SHEET NO. <br /> o� 1 SWIMMING POOL DECK PLAN �8 =1'-� DP-1 <br /> a v <br /> OF <br /> SWIMMING POOL DECK PLAN <br />