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HomeMy WebLinkAboutAMERICAN LEGION WALL 1000 SAVANAHCLUB BLVD_0001P.O.B. (� 1 FND 4"x4" CM I FND 5/8" IR/C - „PRM L84942" s GPt35C 5A,"VELCON LB8206" N WALL E�Isr aLL N89°54'28"E' 330.00' 134.69' _ PINE 18' P 195.31' -- —y _ _ gxv5 r Gowlwtis FND a,:X4„ CM ��11a su p' n, 4j PINE 9' L Nevi �� .. w. (�xIST) 1 Ar Ib".Y.vb" PINE 9"� 8' oPriNiuc CBS WALL PR LB4942" LB4942„- / 6' CHAIN LINK FENCE w96'r PINE 8" GVLUMN KOjZ t1ATE 0.45' WEST OF PL PINE 9"-� / / PINE 10" PINE 8"fi},. "PwE 12" LOT 2 lWl*' (2.183 ACRES) I / ,�PINE 11" :ro "t4;a PINE 10" co N 7' w -PINE 10" o 0 0 I s `'as o f I DRY RETENTION ( I o a PINE 9' , (o U) r� va• 0 O o �, v, .AREA o . -r, a a O I m I cn o I J I I Wa (A 0 ... .. r- r O' ( z � o - w I>m oI I \, -� PINE 8 irs. 0 0 I IZ O F N �,4vh PINE 12,: kh _ o PINE 10" S62°05'31"W CD a111W. yn` R PINE 12" `-----� 0) \ 26.00' ----------- S89_54o, '28"W 449.71 Ptwma'---- oI v :PINE 15" n CROSS ACCESS EASEMENT ;9uw rt. I ROSS ACCESS EASEMENT N < NI p PINE 16" r m n ASPHALT PARKING b 6' CHAIN LININ FENCE ENDS 14' o NORTH OF PROPERTY CORNER > PINE 13L. \ * o m .. S89°54'28°W 410.00' � —. — — — — — — ®---._......� df4; m „v PINE 13" iii I cn ��-N27'54'29 N 38.26' o PINE 16" to sA. p FND 5/8„ IR/C Io n "VELCON LB82 6' EL. 23.5 MASONRY WALL TO II MATCH ARCHITECTURAL FINISH OF BUILDING & SITE PLAN DETAILS. �r y l U 000 p51 (.o N L) W1 AX H ItH If ri 16" Ito" BEAM BLOCK FILLED WICONC. 1 -#4 CONT. STUCCO C_6S WALL. #4 @ 48" O.C. W/STANDARD HOOKS & SPLICES IN FILLED CELLS WIRE LADDER EVERY 18" RUN THRU COLUMN 16" x 16" COLUMN BLOCK p 20 c, _ #4 EACH FILLED (3xw ps I us ac� CELL (TYP.) @ EA. �,•-�3M i� _... PROP. GR. EL. 15.5 I I i PROP. GR. EL. 15.5 .. #4@4'O.C. '•a •a a °• '8 EL 15.00 • .a '.. d < 4. 3" C.L. ,• a -- -EL 13.75 4 43 CONT. 30.00' . m I� co 0 Ix S89'54'28"W 107.18' — 133. u9 0 \ o\ 6�° 2 `t` FND 5/8" IR/C S89°54'28"W 263.89' FND 5/8" IR/C�9 I uii` -IN. ' �A VELCON LB8206 @ "VELCON LB8206" h Im SCOPE OF WORK \ I. I^ m m LANE TRACT A-1 329920��1 \�� (PLAT BOOK BUIIDNEWWALLW/GATEPERPLAN N� 4'-6" WALL SECTION FND 4"X4" CM INGRESS/EGRESS > 24" CMP INV=8.80 NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17. "PRM LB4942" \ EASEMENT PER WELL — — OR BOOK '1360 s y & PUMP ^� r WATER'S . EDGE — NOTES: \i PAGE 2806 \ -- - o \ & WALL PAf3- ' rn o „ -THE CONTRACTOR SUBCONTRACTOR SUPPLIER ECT. SHALL VERIFY ALL .� FND 5/8" IR/C _ DIMENSIONS, ' ' o5�j Y z z N "VELCON LB8206'_ TOP OF BNUI — — — — — — — CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. \ 8.46' V�62/ o M y M �; oI FND 4"X4" CM H -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE / (D U O o N89°_54'59"E 201.59' GATE CuT 3333" I I (� ADDRESSED BY THE 0 M< o w _j 0(� Ln ry a _ _ )` m ° m ¢ IQ ER AS CONSTRUCTION PROGRESSES. L'' NI w - ALL WRENGINITTEN DIMENSIONS O THESE DRAWINGS TAKE PRECEDENCE OVER J \ r N N ro 10 x12' 8.5' PVC FENCE 4..5'± SOUTH 8.5' PVC FENCE 4.5't SOUTH o Y ~ I METAL 8'x10' METAL SHED SCALED LL \ o _j N 64.0 ' SHED �� DIMENSIONS. LU \ w o o N o 105.o0' CO.IC.:WALK - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2017. Gmwo ® U \ G m CP v — Za to d I- < I n 's. SC ^�0 STRUCTURAL NOTES: J �I s SOUTH LINE LOT 3, BLOCK 3 w v w °� EXISTING BUILDING o r�--oz,<n J (PLAT BOOK 1, PAGE 35) 26.00' I o no 1) DESIGN LOADSINACCORDANCEWITHASCE7-10. < 1-- \ __. m o F.F.E. = 16.46 0 = m V Og 2) SOIL BEARING CAPACITY: 2000 PSF (NUN.). ` Vi N . A. V. D. 0 12 z 3) ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE S'T'RENGTH OF 5 'o NOR JooX �u NORTH LINE LOT 14, BLOCK 3� \ �s (PLAT BOOK 1, PAGE 35) O� o � \ O. \ o Q W. GRAPHIC SCALE ( Ili FEET ) 1 inch = 30 ft. mZO © 3000 PSI AT 28 DAYS. M SOUTH LINE LOT 2, BLOCK 3 (P.B. 1, PG 35) BENCH c^ f'- 4) SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE Jr O NORTH LINE LOT 15, BLOCK 3 P.B. 1, PG 35 __ _ >_ STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES STEEL REQUIREMENTS. Z m ( ) 4.33' FLAG POLE C 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: ® f1 Ln FOUND MAG NAIL �c FOOTINGS:3" BEAMS:1'7s" SUSPENDED SLABS: 1%:" 0 r1 _.__..__ 47.00 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED & TIN TAB 45.50' s V 12.50 OG GRADE 60 STEEL MEUVIUM IN BEAMS AND COLUMNS. N FND 4"X4" CM I CONCP.ETE WALK y n SPLITINGORCRACHINGOFSTRUCTURAL COMPONENTS DUE TOINSTALATIONOF W J "PRM LB4942" � HARDWARE IS NOTPERMITED. J m � C� 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL S 89'54' S9' E 25.00' © ; �T\ CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. z m J FLAG_POLE - o m > FND 4"X4" 0 0)2" Q "PRM LB4942" n ASPHALT PARKING ® DISTURBED ¢ p S89 54 59 PW 25.00 01 Z 50:00' N LIFT STATION uj N00'05'32"W 58.00'-' EASEMENT PER z OR BOOK 1360 W/ND LOAD CER Q PAGE 2806 v(b' CODE.'FBC20i7/FRC20f7/ASCE7-f0 Q _ S89054 59"W (FBC 6TH N 295.00' __ _ , i----------- O — a\ 50.0 �\ N89`54'S9"E 345.00' - EXISTING .SIDE.WALK TYP. - �O WIND SPEED., 1.60 MPH, 3SEC. GUST � EXISTING . DRIVEWAY- _ ? �� _ / ° 0 EXPOSURE.- `B" FND NAIL 2s WASHER S \ FND 4'X4' CM C "LB3870" FND 4"X4" CM !� © SRM LB4942" PRM LB4942" CATEGORY// C�lSrS� ! " /NTERNAL PRESSURE COEFF.' 0.00 ASPHALT PAVEMENT �-G S/ CURB CA VO L=34.82' P.=25.00' MEDIAN_`' - • - \ � .. _ „D" CURB rA=079047'52 " H PAUL. WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING I984S. W. ,BILTMOREST. SUITF_ # 115I. PORTST. LUCIE, FL 34984 PHONE (772) 785-9888 E-MAIL PYYELCH%NC@AOL.COM PAUL YYELCH, P. E. FLA. RE'GNO, 299.46