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N ��//'�� V/ SITE PLAN KEYNOTES: I-- 8 5 21 3 q 4 I. ACCESSIBLE PATH OF TRAVEL . 2. ASPHALT PAVING - SEE CIVIL DRAWINGS W x. 22'_8" 3. LAN05GAPE AREA - SEE LANDSCAPE DRAWINGS 4. 8"x8"xlb" GMU BLOCK WALL - SOLID GROUT - MATCH. BUILDING IV '°2 BODY COLOR 2 N 4'-O" 5. 6" CONCRETE CURB - SEE CIVIL DRAWINGS 04 8'-8" B 14'-O" ,WON6. 4" THICK GONGYRETE WALK WITH BROOM FINISH - PROVIDE LL I6 q„ CONTROL JOINTS AT ± 5'-0" OIG TYPICAL d I/2" EXPANSION 144'-O" JOINTS AT 25" O.G. MAX - SEE DETAIL 8/ADI I1/8 cV 1 -7. METAL POOL FENCING - SEE DETAIL 17/ADI RED INC ARCHITECTS SLOPE l 3 6 8. 8'-0" HIGH GMU WALL WITH 2 GOAT STUCCO FINISH TO MATCH 1217 J STREET,MODESTO,GA x5354 z //� BUILDING - SEE DETAIL 14/ADI 20q.522.51100 X. q. b" THICK-REINFORGED CONCRETE APRON FLUSH WITH ADJACENT D I II _ ------ WALL HEATER PAVING - MAXIMUM y4" : 12" SLOPE - VERIFY WITH CIVIL PLANS Q \ 6 �r Quell 31 10. (1) PAR18 GA GALVANIZED METAL PANEL GATES WITH "HOLD SEAL: O 4 �Z� - OPEN" HAiRDWAiRE - PAINT TO MATCH BUILDING BODY COLOR. ��5103A o w `�`.�` � UNDER GUT DOORS TO ALLOW THEM TO SWING OVER CURB. x1� p ARS J Q / I _ < 11. STEEL GATE POST WITH HINGES - TYPICAL - PAINT TO MATCH S� N/T - - J O \_ E_ BUR F Nr--------------- ® Z / - GATE. J PA\v �Fj��J� 4/ � `> N I 12. DRAIN W/ SEDIMENT TRAP - VERIFY WITH OWNER. O 613. EXTERIOR POOL-RINSE SEE PLUMBING DRAWINGS 3G' z 1O_ 2�---� W O�JTDO R SROOM L 14. POOL EQUIPMENT LOCATION - SEE POOL DRAWINGS -�, Cr WEST ELEVAT ON UNDER SEPARATE PERMIT - - 3 �l 5103 / 2 15. PROVIDE CLEAR AND LEVEL LANDING AT ALL EXTERIOR DOORS k jx 03-31-21 �P Q _�_ UNDER SEPARATE PERMIT - SEE DETAIL 2/A02 qT OQ F t p SGALE - 1/4" = 1'-0" o - E Ib. 6" MTL STUD WALL WITH EXTERIOR GEMENT PLASTER FINISH - CFCA�- `n F A102 (3 1 p A102 G �A102 SEE FINISH LEGEND < 4 Foo TRASH `) p Il. EYE WASH STATION : ENCLOSURE 12 18. LOUVER VENTS - SEE MECHANICAL DRAWINGS L______________J i� q 2 2112 � � � STORAGE `� IG. SINGLE ACCOMMODATION-RESTROOM - SEE 1/AD3 I/8� �� 5102 20. PROVIDE INTERNATIONAL SYMBOL OF HANDICAP AGGESSIBILITY SLOPE O O 14 21. C75M PARAPET GAP - SLOPE TO DRAIN CONSULTANT: A102 D 3 13 - m w w O 22. G-RICKET: SLOPE TO DRAIN (MINIMUM I/4" PER FOOT FALL AT / FD POOL EQUIPMENT THE VALLEY) - C-RIGKETS A-RE TO BE FILLED WITH SOI O� `p m 12 NON-GOMBUSTABLE FILL ` 23. ROOF DRAIN AND OVERFLOW - INSTALL PER MANUFACTURERS SPECIFICATIONS - SEE DETAIL 10/A0b N �102 - 3 24. ALL ROOF PENETRATIONS, PIPES, VENTS, FLUES, ETC. TO BE N i BEHIND PARAPET (SO NOT TO BE VISIBLE FROM SURROUNDING) A Lu 13 �`�> 25. (GLASS "A" MIN) TPO MEMBRANE ROOF SYSTEM" (OR APPROVED LJ EQUAL) - MAINTAIN A MINIMUM OF 1/4" PER FOOT FOPROPER \ R) \ POOL DRAINAGE - INSTALL PER MANUFACTURER SPECIFICATIONS. L--------------J ,!'' 3 RINSE I d � __j26. PROVIDE 5/8" FIRE-RATED DENS-SHIELD AT AREAS WHERE 18 0 7 MOISTURE IS PRESENT WITH GEILING JOISTS AT 12" OG - TYPICAL � r_ �` �l 2._8.. 21. EXHAUST FAN LOCATION - SEE MEGHANIGAL DRAWINGS - 1 15 COORDINATE VENT LOCATIONS WITH OWNER \1/ \- �4 II / 28. LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS L L 3 2G. FLOOR DRAIN- SEE PLUMBING y G A 30. HI-LOW DRINKING FOUNTAIN I 5 ^ 31. GALVANIZED CORRUGATED METAL-ROOF. SLOPE TO DRAIN. A102 A102 PAINT. VERIFY COLOR WITH OWNER. 32. 5" : 1'-0" SLOPE NORTH ELE�/AT I ON UNDER SEPARATE PERMIT 0 POOL EGU I PMENT RESTRM FLOOR PLAN 33. START OF FLOOR DRAIN SLOPE 34. PROVIDE METAL CANOPY OVER SHOWER AREA PROVIDE SOLID TRASH ENGLOSURE SCALE - I/4" = I'-O" SCALE - 1/4" = I'-o" BLOCKING. O SCALE - I/4" = I'-O" a= El El nam HALL TYPES MH o SW T E S 21 MTL b" METAL STUD WALL BY M Q R MO T T GMU WALL WALL HEATER �I SEE DETAIL SHEET ADI d AD2, A03 FOR 18 SITE AND ACCESSIBILITY DETAILS 31 16 POOL EG2U I PMENT / A� T.O. -ROOF 10 .0„ RESTROOM HILL BE SUBMITTED O UNDER SEPARATE PERMIT PER G I TY OF LOD I. < +o I n n n ECO I 2 ' 2l ® UNDER SEPARATE PERMITDHL 1q 2 � A �k IM EAST ELE�/ATION UNDER SEPARATE PERMIT O s o � EAST ELEVATION � 1g ° O 0 0 21 POOL EGU I PMENT 4 RESTRM REFLECTED GE I L I NG PLAN o 2 SCALE - I/4" - I'-O" �n s u O O v 0 O I6 75 Q 7 tS> o SOUTH ELEVATION UNDER SEPARATE PERMIT -REVISIONS: ND C7 SCALE - 1/4" = 1'-0" 1 BLDG DEPT. 10/12/18 S SOUTH ELEVATION 21 2 3 MARRIOTT 03/20/Iq BLDG DEPT. 10/31/18 .3 4 OWNER REV. O /20/1 q 5 ASI #002 0-3/20/ICI 2 v GENERAL CONTRACTOR TO VERIFY ALL FOOTINGS WITH s SOILS-REPORT AND FOLLOW 4 BA PROJECT # 161010 v -RECOMMENDATIONS J � 31A1O2 PLN PROJECT # 1-70-7-7� 10'-O" T.O.ROOF T.O.ROOF 4 q._8.. 4 4 MARRIOTT # 44-76 D (2) #5 CONT T.O. WALL i 5 O PERMIT # - UNDER SEPARATE PERMIT 2 APN # 058-66-012 O i #5 HORIZONTAL-REBAYR 7) AT 16" OG 4 i i 4 DATE: I I/I /201 #4-REB -R DOWELS AT 24" OG 1 6" THICK CONCRETE W 24 VERTICAL YREBAR AT 1 DRAWN: G.GUAJARDO CHECKED: D. BURKETT SLAB WITH #4-REBAR AT #5 CON OUS-REBA-R 5 18" OG EACH WAY OVER LAP BARS MINIMUM 40" =III-iii COMPACTED SUBGRADE =iii- = 1 Ti=1Tlgii-u LO 00 TO IN - PROVIDE CRIGKETS O - TYPICAL II-II = SLOPE cv -1TI AS SHOWN. G-RICKETS ARE TO BE FILLED WITH 11� N -IIIIIIII; NON-60MBU5TABLE FILL. = UNDER SEPARATE PERMIT SHEET TITLE: #4 CONTINUOUS-REBAiR MINIMUM EMBED PER n TOP AND BOTTOM = GEOTEGH-REPORT (18") POOL ENCLOSURE (4) #5 BARS 3-O ELEVATIONS POOL EQUIPMENT RESTROOM ROOF SEDT I ON POOL EGU I PMENT a �RESTRM ROOF PLAN p) 4" CONCRETE SLAB WITH II WITH 0 10/10 WWF OVER 6" AGGREGATE BASE SCALE - I/4" = I'-O" SCALE I/4" - 1'-0" O SOUTH SECTION .3 SHEET NO.: SEE DETAIL SHEET ADI 8 AD2, AD3 FOR Al 0 2 SITE AND ACCESSIBILITY DETAILS