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815 Atlantic Blvd002 A ............... 2023 2023 2023 2023 2023 2 x 8 2 x 8 2 x 9 2 x 8 2 x 8 250 CFM 170 CFM 170 CFM 170 CFM 170 CFM S 2025 2 x 8 170 CFkt c vc S 2023 2 x 8 250 CFM 32025 2:1;8 CFM S2025 2 x 8 11 Im 170 CFM *JR DUCT Q 20 x 12 S 2m 2 x a 8 2025 S 2025 2 x 9 170 CFM 2 x 8 150 CFM 150 CFM EXHAUST 1500 CFM C83 S 2025 3 200 2 x 8 <— 9 2025 2 x 9 150 CFM a F 7 S2025 150 CFM 2 x 8 250CFM F F, 3 200 2 x 8 20 x 12 AR DUM 170 ON S M '72 S 20 2 1 121 lZ J—L 3 2M S 20M S 2025 5 S 200 M --) 2 X 8 dig 2 x 8 2 x 8 <— 2 x 8 <— 2 X%8 <-- t x a 11 70 CFN 170 CFM 170 CFM 170 CFM 170 CFM 170 CFM 3 2025 S 200 2 x 8 2 x 8 250 CFM rdl 170 &L zvz2zvmzzvzuz= 2zMvZZn2ZZvZM=z AIR CONDITIONING PLAN SEE LTG 100T MA rin A-3 OF FKRMIE MW r ANNE CMA4 Lai* 1 I-C FIL COML rim am TO MMM LOT AA A-27.2426 0 fr-W AW RED GWFFWF A-1 MMW IN A771C 3 s A-12 LOCATE N FM Ffi� 9M 3/,r A-14 0 CONOWT TO ATM FOR PMML A-20 am BOX 3OMO A/t 10 r AX SVWM OM 0 1--C AM 0-1 A-U 10 3r A--12 s 3 1h A 0- am CONOW -AkT Nr A--6 A-$ A-27t +A-12 ELECTRICAL PLAN A-44 A- A-18 A--/ 0-10 49 4 r r_W AW 7E r BOX M MANLF. 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BARREL HEAD Ilm WCAD x 41 VL ex EW L--e GYP. so 14 1 3/4" Da x 41 x LO-V V 3c e I m w Nam *'Wr X 40' GYP. 21, j am IXTAIL Lie M. DR ll'�PMA OVEN NEW DMR JAM V x 41 I/Lp, PLY WIL Onc Lfr GYP. Im BRICK V x 4" G 41 x Ew-00 P=A NUT SIGN r X 4' tALLIC" SMM PLAN CAS14 RM COUNTER =0 DETAVL lQV L CAN WAV TRUSM KIP CONMECT IL A 1 3/4' TW. LC 1 3/4- T'w Lr 1 31V TW HC 1 3/4r TW. H PLASTIC LA14 FIN PLASTIC LAN FIN PLASTIC LAM FIN PLASTIC LAm DOOR SCHOULE 4B NRL U wwVEST 1 Ve �-7 11T aw 13 11jr U4 ------I ------- ------- If J r— WORK wom Port t T2 r-r sbl.� am ZZAW" 0 ow 4.z r%a U7 3 11r L 101 ------- --------J L L V-0 I Ir r WL 4D ——— -——— ———— ——— ———————- -- —————— MEN llxr Omb bw MY tmd PWA Ift rkm&An Fftm Om Welft NO Z=.3 C —————— Ift ---<DTo be I r KITCHEN /H*N w I I I by omw Mdo TdW ——————— ———————-4 ——— -——— ———————Tl———————- :3 WL iq UIL 3 I/e ON AISLE 1/r Wdl--b Codw QD L3 u-ZlE.zml_ \U/ am Woh ------- ------- ----4 L "WAft=sow" —-1.1,-— — 14.- dd 711 a If dw W Ar Not (p 7r\ 411 11111 (D 3 NK WL L4 11r 2V--7 I tr IV-4 j1r nNISHES I'mm ammm MINIM FLOOR PLAN WT 10 go" PU CRIN 311IF 6W=NOW W=IDAMM W RAW 90W mm WL 1/4F wm"m svium MW 11#'FIW-FNIlIW FLV GVPM N&M-"Am PRWWAL OVAL ALIVAMIC 12' TOP SOIL FILL SITE W13RK NOTES 30' C13AL TAR FELT HOT MaP J13INTS I PIZZA HUT SIGN AND ERACTION ON W PIPE BY WNER A ELEr- CONTRACTOR TO PRI31BE ALL WRING AND CON-- 0 0 - 4' FLEX PIPE w/ 1/2' 13PEN J NECTION Lw GRAVEL FILL 6'-V CaNC. PAD FOR TRANSFORMER TO BE INSTALLED BY 7�n W.; PEIVER COMPANY 3. PAD MOUNT F13R EXTERIOR A/C UNIT BY A/C MNTRACT13R 4- TRASH SLAB M BE 4' THICK-THICKEN AT EDGE TO Ir C13NSTRUCTMN SIMILAR TO DETAIL (Ee) NATURAL UNEXCAVATED EARTH DRAIN BED DETAIL 5. PARKING AREASARWERS AND APPROACHE.S.TO HAVE 4' FLE)aBLE EASE COMPACTED TO 95% PROC"MR DENSITY, SCALEe r-21-(r TRACK C13AT 1 1 1/2' ASPHALT PAVEMENT omw avow" F3M=G LW WaL 6. GRADING AND DRANINAGE FINISH FLOOR ELEVATIMUF BUILDING T13 BE SET -lp BY CONTRACT13R IN FIELL SIDEWALK TO SLOPE AWAY FR13N BUILDING AS SHOWN IN SECTION CEB). nz OF PAVED SEE SLOPE PAVEMENT TO DRAIN INTO CATCH IMSIN ON TO — — — — — NOTE ENTRANCE APRON AS INDICATED BY DRAWINGS. [F�l c 0; 1 1 SLOPE < I L — —-,-j I I p X w —wm— F-- 6w-v big 4 1'Affi+G JA+ �CP FNECAST CMIC KIM 4-r COM WAIA sm m I&M PW SZE IV ax r __p IV CATCH SAM pmaynt Amm As BY LUCAL omit rT 19 P ING NON1.1MENT SITE PLAN LEBAL DESCIM"TION SCALE Il- 201 COMMENCE AT SE COR. SECT 20, TWP. 39,RGE. 19 THENCE S91 M, 200V 15&98 T13 CENTERLIK TAMIA TRAIL THENCE A 34 09' 10-V ALONG SAID CENTERLINE 7:4 7 SM 68a HENCE sir soew 6oTa wLy R/w OF TAmIANI TRAIL THENCE K 34 og, wv. ALONG SAID R/V 30MO FOR PJ3JL THENCE S .55 501 5VW 190 , THENCE N. 34 09'lr W. 200, THENCE K 55 3V 50-E 19V TO THE W.LY R/W LINE 13F TAMIAMI TltAIL THENCE S. 34 09'IM AL13NG SAID R/W 20V TO THE P.O.& SARASOTA CM FL& HANDICAPPED SIGNS, SEE INDEX NO. 119 4m (WIDE @ TOP) 6" (HT.) 1"(STEP) gg ........... ...................... .......... .. ......... ANDERSON ENGINEERING INLETGRADE 12" 1 16 ILTER FABRIC 7/8'DIAMETER HO POST(01I)TIONS:2"X 4' 6' STROKE (TYPICAL) ...................... INLETSTRUCTURE 2 V2'MIN.DIA WOOD;STEEL 1 3 -8 FILTER FABRIC 1.33 LBS/Ft.MIN.) ANDERSON 6'MAX. .......... �:A ............ 12" ENGINEERING ........... #6 BAR-18"LONG 5'-0' (2 PER WHEEL STOP) 639 East Colonial Dr. �4' 4.53 s.f. 4' Suite 300, Orlando,f! janderson@alds.us 6'-0" use of pavmmt mrbol in ooloass/we (386) 566-4573 U 12'-0" 5!-0' fMIN) par*Ing spaces Is qptfaml.when used the EROSION CONTROL SOCK SILT FENCE 8-1 symbol shall be Yor 5'high amf whffe In color. CONCRETE 28 DAY STRENGTH SHALL BE 3,500 PSI(MIN) EROSION CONTROL WHEEL STOP HANDICAP STRIPING 3%, 2" ill 1/4" EXPANSION JOINT WITH ELASTOMER FILL 21-6" 21-911 LOCATED AT ALL WALK INTERSECTIMS, DOOR OPENINGS,AND AT 12'ON CENTER 4"THICK CONCRETE WALK WITH EXANSION 9 JOINTS AND SCORE MARKS. zn 6X6 W1.4 X W1.4 WWF op 9 ()JA 9 BO Ill DEEP SCORE MARK T I 17 SHRIDHAQ RAO M.S.,P.E. @ WON CENTER 9 LANDS4ART CONSUILTANn,LLC P.E.LICENSE NO.56074 op CERTIFICATE OF AUTHORIZATION NO.23M X� 9 p . JL zo TRAFFIC PAINT 12" 12" SOLID WHITE (TYPICAL) CONCRETE WALK W/ EXPANSION JOINTS PAVEMENT MARKINGS CONCRETE 28 DAY STRENGTH SHALL BE 3,500 PSI(MIN) DATE DESCRIPTION 8" LIMEROCK BASE COURSE STABILIZED T FLORIDA BEARING VALUE(FBV)OF 75 PSI AND COMPACTED TO 98%OF THE MODIFIED PROCTOR MAX. DRY DENSITY(AASHTO T-180). FDOT SECTION 200. 3/4"TYPE S-111 ASPHALTcbNCRETE- FDOT SECTION 331 MINIMUM MARSHALL STABILITY OF 1500#. EXISTING CURB,OR AS INDICATED 12"STABILIZED SUBB4SE STABILIZED TO A CONTRACT DATE: 02.04.09 ON CONSTUCTION DRAWINGS 1.25"TYPE S-1 ASPHALT CONCRETE-FDOT SECTION 331 MIN. LIMEROCK BEARING RATIO(LBR) OF MINIMUM MARSHALL STABILITY OF 1500#. 40 OR FLORIDA BEARfYG VALUE OF 50 PSI BUILDING TYPE: PW-DIL AND COMPACTED T0198%. FDOT SECTION PLAN VERSION: --- 160,TYPE B. SITE NUMBER: ------ STORE NUMBER: 622006 CP JOB#: 209011 EXISTING CURB, OR AS INDICATED PIZZA HUT ON CONSTRUCTION DOCUMENTS. 815 ATLANTIC AVE ATLANTIC BEACH, FIL 32233 Uj 1%SLOPE 1%SLOPE ........... *UT= . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . .. . . . ..................... . . . .. . . .. .. . . .. . . .. . . .. . . . . .. . .. .. . . .. .. . .. .. .. .. .. . . .. .. . . . . .. .. . . .. . . .. .. . . . . .. ........ . . . . .. . . . . . . . . . . . . ,_1 :.................... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ...*.,.,.,.*. . ... ..... ... . . . . . . . . . . . .. . . . . . . . . . . . .. .. .. .. .. . . .. . . .. .. .. .. .. .. .. . . . . .. .. . . .. .. . . .. .. .. . . .. . . .. .. .. . . .. .. .. . . .. . . .. .. . . .. . . .. . . .. . . . . . . . . .. . . .. .. .. .. .. .. .. . . .. . . .. .. .. .. . . .. .. .. .. .. .. . . .. . . . .. .. . . . . . .. .. .. .. .. .. .. .. . . .. .. .. . . .. . . .. .. . . .. . . .. . . . . .. . . . PW-DIL 07 . .. .. . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. . . .. .. .. .. .. .. .. .. . . . . .. .. .. .. .. .. .. .. . . .. . . . . .. . . .. .. .. . . .. . . .. . . .. . . .. . . . . . . .. .. . . . . .. . .. . . .. . .. .. .. .. .. .. . . .. .. . . .. .. .. . . .. .. .. . . .. .. . . . . .. .. .. .. . . .. . . . .. .. . . .. .. .. . . . .. . . .. . . .. . . .. .. . . . . . . .. . . . . . . .. . .. .. .. .. . . . . .. . . .. .. .. . .. .. . . . .. . . .. . . . . . . . . . . . . . . .. . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . .. . . .. . .. .. .. .. .. .. . . . . . . .. .. .. .. .. . . .. .. .. .. . . .. .. . . . .. . . .. .. .. .. .. .. .. .. . . .. . . .. . . .. . . .. .. .. . . . . . . . . . . .. . . . . . . .. . . .. .. . . .. . . .. . . . . . ... . .. . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. .. .. .. .. . . .. . . . . .. . . .. . . . . .. . . .. . SITE DETAILS TYPICAL PAVEMENT DETAIL NOTE:CONTRACTOR SHALL REFER TO THE GEOMETRY AND GRADING PLANS FOR SPECIFICATIONS ON PAVEMENT SLOPE, LINEAR DIMENSIONS,AND CURB TEXT. PLOT DATE: 04.01.09