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2623 Orlando Ave - BC03-000321 (REPLACE CANOPY) (A)PERMIT ADDRESS CONTRAC'l ADDRESS t� PHONE NUMBER U I PROPERTY OWNER I ADDRESS V PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT N UMBER MISCELLANEOUS CONTRAC'T'OR PERMIT NUMBER FEE FEE SUBDIVISION 00 A PERMIT # ® DATE _ A ■lop VALUATIONPERMIT DESCRIPTION �—'Avy. F OJ PERMIT SQUARE•• 9 I BUILDING I i I I OUTLINE OF CANOPY t I I I TOP OF MAT 0 FOOTING #1 --- TOP OF MAT 0 FOOTING #2 — ---TOP OF MAT @ FOOTING #3 1 0 ELEV.: 5'-2"— I ` 0 ELEV,: 4'-10.1 2" I 0 ELEV„ 4 —10 1AL I / I I I --TOP OF MAT 0 FOOTING #1 0 El EV 5'-4 3 CD I C� I M (1) 3/, 4"0 P I I I i \\--TOP OF MAT @ FOOTING #2 0 ELEV.; 5'-0 1 2" 4"0 P I I I I I I I I \ / I ---TOP OF MAT ® FOOTING #3 I 0 ELEV., 5-1 3 These drawings and all inform- ation hereon are of a confidential nature and remain the property of Frey -Moss Structures, Inc. (FMS), Any use or reproduction of these drawings for any purpose, except by written permission of Frey -Moss Structures, Inc, is strictly prohibited, 11'-0, 25'-0" C/C OF 'SEAM & COLUMN FOUNDATION PLAN, SCALE: 1/4" = 1, -0" DATE BY CNK REVISIONS SANFORD, FL 32773 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. 1302 Eska Way Approved Fabricator Conyers, Georgia 30012 Fort Worth TX 76111 Silverton, Oregon 91381 of Structural Voice: (770) 483-7543 Voice: (817 831-1205 Voice: (503) 11-11-02 T.D. Fax: (770) 483-6037 3. REVISED FOR CONSTRUCTION 0-30-04 B.F. ICBG SFA -364 2. REVISED PER C.O. # 4. 2-13-021 JBO I TM 11. REVISED PER CHANGE ORDER 2. 25'--0' C/, OF BEAM & COLUMN 72'—O" 0/0 CANOPY 1 3/4"0 A--307 ANCHOR BOLT W/ 6" THREADED PROJECTION & (2) NUTS & OVERSIZED WASHERS PER BOLT BY G.C. ANCHOR BOLT DETAIL SCALE: 1 1/2" = 1'-0" �INSTALLED BY SITE CONTRACTOR) 12 REQUIRED) FREY-MOSSSTRUCTURES, G1—SU-059 INC. SANFORD, FL 32773 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. 1302 Eska Way Approved Fabricator Conyers, Georgia 30012 Fort Worth TX 76111 Silverton, Oregon 91381 of Structural Voice: (770) 483-7543 Voice: (817 831-1205 Voice: (503) 873-8510 Steel Assemblies Fax: (770) 483-6037 Fax: (817) 834-7961 Fax: (503) 873-4889 ICBG SFA -364 www.f rey--moss.com • fms@frey—moss.com 2'-0" 3" 1'--6" C/C 3" PLATE 1" X 24" SQ. 2"0 HOLES FOR ANCHOR BOLTS � V N sl 16"O x 1/4" THICK PIPE COLUMN --1/2" GUSSET BASE PLATE DETAIL SCALE: 3/4" = 1'-131" 6 X 6 HANDHOLE W/ 12 GA, COVER - PLATE 8 X 8 FASTEN TO COLUMN W/ (1) #14 X 3/4" TUFF-TITES BY FMS 3'4`0 UNDERGROUND CONDUIT BY G.C. (SEE PLANS FOR DIRECTION) (1) •Y4"O SEALOFF BY F.M.S,-- IN EACH COLUMN �� 1 4"0 PVC DRAIN (BY F.M.S.) '' - _� I I I I c, -TOP OF ISLAND W ;a TOP OF MAT_T S I 2" NON -SHRINK GROUT NATURAL GRADE BY G.G. 1 3/4'0 A—•307 ANCHOR BOLT W/ 6" THREADED PROJECTION — ....-_. o \/ TOP OF ALL FOOTINGS & (2) NUTS & OVERSIZED WASHERS � v �1 v> TO BE 0 SAME ELEV.; 7'-5" PER BOLT BY G,C, 10'--0" SQUARE CANOPY FOOTING DETAIL SUNOCO, INC. 32' X 72' CANOPY FOUNDATION PLAN SANTO RD BUILDING DEPT. 'THESE PLANS ARE REVIE\VED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL. ALTER, OR SET ASIDE ANY OF THE pROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER RFC-aUIRI(`IG A CORrREC OIR O7 EF.' VIOLA TIONS THE OF THE CODE ONS"TRUGTION FI` -LD NOTES: 1. SECURE CANOPY COLUMNS TO ANCHOR BOLTS, 2. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS. 3. TOP OF PIER FOOTINGS TO BE LEVEL WITHIN 1/4" TOL. 4, SOIL BENEATH PIER FOOTINGS TO BE WELL COMPACTED AND BE CAPABLE OF SUPPORTING A LOAD OF 2000 PSF, SOIL CONDITIONS ARE THE CONTRACTOR'S RESPONSIBILITY, 5, SETTLING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBILITY, 6, ALL FIELD WORK BY G.C, 4% 0 fft ff , M T OFFICE u r CHARLES H, MOSS FL. LIC. #22891 9. MMOIN � DATE: 2-4-02 CHECKED BY: A. ACR, DATE: 2-5-02 JOB G1—SU-059 2630 ORLANDO AVE, SANFORD, FL 32773 t SCALE : 1 Z4� 1'-0" DRAWING — F1 6 OF 6 rx Q - z 0 U a Of z C" 0 I I BUILDING I I -----------------------------------------------------------------� OUTLINE OF CANOPY I I I I (1) 3/4" CONDUIT (1) 3/4" CONDUIT I TOP OF MAT 0 FOOTING #1 TOP OF MAT @ FOOTING #2 ® ELEV.: I 0 ELEV.: I I II I 4" PVC I I I I I I I I i ------------------ -----------•---------- 11'-0" 25'-0" C/C OF BEAM & COLUMN 4" PVC 25'-0" C/C OF BEAM & COLUMN (1) 3/4" CONDUIT 4" PVC TOP OF MAT @ FOOTING #3 0 ELEV.: —.----------------- I I I 72'-0" 0/0 CANOPY FOUNDATION PLAN SCALE: 1/4 02, = 1'-0" 8 These drawings and all inform— c8ion hereon are of a confidential 4ture and remain the property of Frey—Moss Structures, Inc. (FMS), Vy use or reproduction of these gawings for any purpose, except by ,ffitten permission of Frey—Moss &uctures, Inc. is strictly prohibited, DATE 12) #5 VERTICAL {REBAR (n #4 TIE 0 12" O.C. VERTICALLY W C DRAWING # — IF 4) 1 3/4"0 A307 A.B. • 0-30-02 B.F. r: 12-13 02 O O TM 11. REVISED PER CHANGE ORDER 2. t` Q � o �j O 3' MIN. N `O — COVER o O . —1 U 5'-0" W o� SQUARE FOOTING SECTION o 8 These drawings and all inform— c8ion hereon are of a confidential 4ture and remain the property of Frey—Moss Structures, Inc. (FMS), Vy use or reproduction of these gawings for any purpose, except by ,ffitten permission of Frey—Moss &uctures, Inc. is strictly prohibited, DATE BY CHK REVISIONS SANFORD, FL 32773 SCALE : 1/4" = 1'-0" DRAWING # — 0-30-02 B.F. 2. REVISED PER C.O. # 4. 12-13 02 JBO I TM 11. REVISED PER CHANGE ORDER 2. ^` "` `" "TICAL REBAR /4"0 A307 A.B. #4 TIE 0 12" O.C. VERTICALLY 1N. 01 5'-0 110 ROUND FOOTING SECTION 1 3/4"0 A-307 ANCHOR BOLT W/ 6" THREADED PROJECTION & (2) NUTS & OVERSIZED WASHERS PER BOLT BY G.C. 11'-0" 3" ANCHOR BOLT DETAIL SCALE: 1 1/2" = 1'-0" (INSTALLED BY SITE CONTRACTOR) (12 REQUIRED) FREY-MOSS STRUCTURES, INC. i 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. 1302 Eska Way Approved Fabricator Conyers, Georgia 30012 Fort Worth, TX 76111 Silverton, Oregon 97381 of Structural Voice: (770) 483-7543 Voice: (817) 831-1205 Voice: (503) 873-8510 Steel Assemblies / Fax: (770) 483-6037 Fax: (817) 834-7961 Fax: (503) 873-4889 ICBO #FA -364 www.frey—moss.com • fms@frey—moss.com 2'-0" 3" 1'-6" C/C 3" PLATE 1" X 24" SQ. 2"0 HOLES FOR ANCHOR BOLTS o — I � j— N I 16"0 x 1/4" THICK PIPE COLUMN � p 14 X1/2" GUSSET BASE PLATE DETAIL SCALE: 3/4" = V-0" 6 X 6 HANDHOLE W/ 12 GA. COVER - PLATE 8 X 8 FASTEN TO COLUMN W/ #14 X 3/4" TUFF—TITES BY FMS (1) A"0 SEALOFF BY F.M.S. II' 'XIII I I I III III III III TOP OF MAT (1) A"0 UNDERGROUND CONDUIT BY G.C. (SEE PLANS FOR DIRECTION) TOP OF ISLAND 4"0 ADJUSTABLE PVC DRAIN ERECTOR TO COORDINATE W/ G.C.----__F— (l `—� _-0= ON LOCATION TO CUT HOLE IN COLUMN — — NATURAL GRADE FOR DRAIN EXIT LOCATION 2" NON—SHRINK GROUT BY G.C. Aa= kr / All, 1 3/4"0 A-307 ANCHOR BOLT W/ 6" THREADED PROJECTION & (2) NUTS & OVERSIZED WASHERS PER BOLT BY G.C. E.W. 10'-0" SQUARE CANOPY FOOTING DETAIL SCALE: 3/4" = 1'-0" - SUNOCO, INC. 32' X 72' CANOPY FOUNDATION PLAN x low C�11 FIELD NOTES: 1. SECURE CANOPY COLUMNS TO ANCHOR BOLTS. 2, ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS, 3. TOP OF PIER FOOTINGS TO BE LEVEL WITHIN 1/4" TOL, 4. SOIL BENEATH PIER FOOTINGS TO BE WELL COMPACTED AND BE CAPABLE OF SUPPORTING A LOAD OF 2000 PSF, SOIL CONDITIONS ARE THE CONTRACTOR'S RESPONSIBILITY. 5. SETTLING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBILITY, 6. ALL FIELD WORK BY G.C, DRAWN BY: DATE: 2-4-02 CHECKED BY: A. X' ck DATE: 2-5-02 CHARLES H. MOSS FL. LIC. #22891 P. E. 2002 Z a z TOP OF ALL FOOTINGS a TO BE @ SAME ELEV.: 0 I cJ Do not use this drawing for construction unless approved by FMS in space below. DATE NAME SIGNED JOB - G1—SU-059 2630 ORLANDO AVE. SANFORD, FL 32773 SCALE : 1/4" = 1'-0" DRAWING # — F1 40F4 W IL N N CV Q N O Co N T N 0 C5 LU U) ry LU IL 5- a- PRE -FINISHED SAPPHIRE BLUE ACM FASCIA PANELS SOFF EMBOSSED WHIT v7 These drawings and all inform- 8ion hereon are of a confidential (mature and remain the property of bey -Moss Structures, Inc. (FMS). ay use or reproduction of these gawings for any purpose, except by vaitten permission of Frey -Moss �91ructures, Inc. is strictly prohibited. z J O (/7 U � OCD tY k`' o z W c> O U 1 0. 0 0l 1 00 N M 4 W m a CD U U 0. 00 d 4'-0" TO CENTER OF BEAM BUILDING 11'-0" 25'-0" C/C OF BEAM & COLUMN 25'-0" C/C OF BEAM & COLUMN 11'-0" 16'-0" TO CENTER OF COLUMN 8'-0" C/C OF BEAMS SCALE: 3/4" = 1'-0" DATE BY CHK REVISIONS SANFORD, FL. 32773 �f 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. Y 1302 Eska Way Y Approved Fabricator 3. INSTALL FASCIA ASSEMBLIES, SOFFIT, FLASHING &LIGHTS, Conyers, Georgia 30012 Fort Worth, TX 76111 Silverton, Oregon 97381 of Structural 5. CLEAN &TOUCH—UP MATERIAL. Voice: (770) 483-7543 Voice: (817) 831-1205 Voice: (503) 873-8510 Steel Assemblies 2-13 01IJBOI TM 1. REVISED PER CHANGE ORDER 2. 72'-0" 0/0 CANOPY FRAMING PLAN SCALE: 1/4" = 1'--0" FREY-MOSS STRUCTURES, ERECTOR'S SCOPE OF WORK: INC. SANFORD, FL. 32773 �f 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. Y 1302 Eska Way Y Approved Fabricator 3. INSTALL FASCIA ASSEMBLIES, SOFFIT, FLASHING &LIGHTS, Conyers, Georgia 30012 Fort Worth, TX 76111 Silverton, Oregon 97381 of Structural 5. CLEAN &TOUCH—UP MATERIAL. Voice: (770) 483-7543 Voice: (817) 831-1205 Voice: (503) 873-8510 Steel Assemblies Fax: (770) 483-6037 Fax: (817) 834-7961 Fax: (503) 873-4889 ICBO #FA -364 b3 �� www.frey—moss.com • fms@frey—moss.com "--- /- 1/4" STEEL SPLICE PLLATE WELDED TO ONE BEAM (3) 1/2"0 A-307 M.B. W10X19 W10X19 ""- 20 GA, STEEL DECK 3" X 16" EMBOSSED WHITE ACRYLIC SECTION2 SCALE: 1" = 1'-0" E1 BEAM SPLICE DETAIL W1 0 X 19 #14 X 3/4" LG. TUFF-T1TES 12 GA, STEEL FLANGE BRACE (SEE PLAN) CAULK ACROSS PA ECK RIB GAINST BRASE W/ OSI AULKI TH�SK F`L4,j,3 lROi7D OUILDINO DEr�T. Ar•CF�TC C F AF?E RFIrI IN- �'ON�TRrJED� OFFhMI'r. q pLq ANL) CONDITION THr +vOF2K qN E3E A L.ICCNSMITISSUED.S-IALLEIY 04nJc [L. ALTD NOT q,} qU_ E TO PROCEED �E PROVISIO ER, OR rHORITY 7 'Wrm lS ;DANCE OFO~ TFI[' TEC11i JIC ASIDE ANY' IIQLArE, OONrOFRO&I 'rfgF_ ,�F Ir P- EVE/\OdT5 NORSHAI�L ERR CATION, I HIE PLA OGI q B ORREC'- R RE OR OTI-fER VIO OF rHt CODES. N'TRUCT101V DRAWN BY: J: 7/fam.m DATE: 2-1-02 CHECKED BY: A. SC -M& DATE: 2-5-02 CHARLES H. MOSS FL, LIC. #22891 P.E. JOB # G1—SU-059 ERECTOR'S SCOPE OF WORK: 2630 ORLANDO AVE. SANFORD, FL. 32773 1. ERECT STEEL COLUMNS AND FRAMING. SCALE : 1/4" = 1'-0" DRAWING # — 2. INSTALL DECK &OUTRIGGERS. 3. INSTALL FASCIA ASSEMBLIES, SOFFIT, FLASHING &LIGHTS, 4. INSTALL PVC DRAINS &LEADER COVERS. 5. CLEAN &TOUCH—UP MATERIAL. 6, REMOVE F.M.S. TRASH FROM JOBSITE. ITEMS NOT BY F.M.S.: 1, ELECTRICAL, INCLUDING WIRING OF LIGHTS, 2. CONCRETE WORK. R1 b3 �� 4. PAINTING OF COLUMNS. "--- 5. FURNISH LIGHTS, STRUCTURAL NOTES: A36 STRUCTURAL STEEL STEEL DECK Fy = 50 KSI OFFICECOPY TUBE STEEL ASTM A-500 GRADE B Fy = 46 KSI DRAWN BY: J: 7/fam.m DATE: 2-1-02 CHECKED BY: A. SC -M& DATE: 2-5-02 CHARLES H. MOSS FL, LIC. #22891 P.E. JOB # G1—SU-059 2630 ORLANDO AVE. SANFORD, FL. 32773 SCALE : 1/4" = 1'-0" DRAWING # — E 1 1 OF 4 3 N UJ F- 2 W a. r IL 0 �d U rn LO cn These drawings and all inform— ion hereon are of a confidential Komture and remain the property of bey—Moss Structures, Inc. (FMS). ay use or reproduction of these Nawings for any purpose, except by wTitten permission of Frey—Moss 9ructures, Inc. is strictly prohibited. DATE BY CHK REVISIONS 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. 1302 Eska Way Approved Fabricator Conyers, Georgia 30012 Fort Worth, TX 76111 Silverton, Oregon 97381 of Structural Voice: (770) 483-7543 Voice: (817) 831-1205 Voice: (503) 873-8510 Steel Assemblies Fax: (770) 483-6037 2-13-02 JBO TM 1. REVISED PER CHANGE ORDER 2. 16"0 STEEL PIPE COLUMN TYPICAL (3) PLACES SI( 72'-0" 0/0 CANOPY PRE—FINISHED SAPPHIRE BLUE ACM FASCIA PANELS SIGN BOX FURNISHED BY OTHERS INSTALLED BY FMS ELEVATION "A" SCALE: 1/4 $1 = 1 1-0" 32'-0" 0/0 CANOPY ELEVATION "B" SCALE: 1/4 $j = 1'-0" FINISHED SAPPHIRE BLUE FASCIA PANELS FREY-MOSS STRUCTURES, INC. 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. 1302 Eska Way Approved Fabricator Conyers, Georgia 30012 Fort Worth, TX 76111 Silverton, Oregon 97381 of Structural Voice: (770) 483-7543 Voice: (817) 831-1205 Voice: (503) 873-8510 Steel Assemblies Fax: (770) 483-6037 Fax. (817) 834-7961 Fax: (503) 873-4889 ICBO SFA -364 www.frey—moss.com • fms@frey—moss.com SUNOCO, INC. 32' X 72' CANOPY ELEVATIONS DRAWN BY: 7. DATE: 2-1-02 CHECKED BY: DATE: 2-5-02 CHARLES H. MOSS FL. LIC. #22891 JOB # GI—SU-059 SCALE : 1/4" = 1'-0" DRAWING — R BUILDING LIGHTING LAYOUT SCOTTSDALE LIGHT FIXTURE FURNISHED BY OTHERS, INSTALLED BY FMS (12) REQUIRED DETAIL "A" SCALE: 1 1/2" = 1'-0" LIGHT FIXTURE DETAIL CHARLES H. MOSS FL. LIC. #22891 SCOTTSDALE LIGHT FIXTURE (12) REQUIRED FURNISHED BY OTHERS. INSTALLED BY FMS. JOB # DATE BY CHK REVISIONS SCALE : 1 4n = 1'-0" DRAWING — 2-13-01 JBO TM 1. REVISED PER CHANGE ORDER 2. LIGHTING LAYOUT SCOTTSDALE LIGHT FIXTURE FURNISHED BY OTHERS, INSTALLED BY FMS (12) REQUIRED DETAIL "A" SCALE: 1 1/2" = 1'-0" LIGHT FIXTURE DETAIL CHARLES H. MOSS FL. LIC. #22891 SCOTTSDALE LIGHT FIXTURE (12) REQUIRED FURNISHED BY OTHERS. INSTALLED BY FMS. JOB # G1—SU-059 SCALE : 1 4n = 1'-0" DRAWING — DRAWN BY: P.E. These drawings and all inform— �� FREY—MOSS STRUCTURES,INC • ion hereon are of a confidential jffff��� SUNOCO, INC • �uture and remain the property of �fj �f�DATE. 2-4-02 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. 1302 Eska Way Approved Fabricator &ey—Moss Structures, Inc. (FMS), l y y PP l f ay use or reproduction of these Conyers, Georgia 30012 Fort Worth, TX 76111 Silverton, Oregon 97381 of Structural 32 X 72 CANOPY CHECKED BY: E3 Nawings for any purpose, except by Voice: (770) 483-7543 Voice: (817) 831-1205 Voice: (503) 873-8510 Steel Assemblies A. X,M& mitten permission of Frey—Moss Fax: (770) 483--6037 Fax: (817) 834-7961 Fax: (503) 873-4889 (CBO #FA -364 LIGHTING LAYOUT DATE: 2-5-02 �ructures, Inc. is strictly prohibited. ���«- www.frey—moss.com . fms®frey—moss.com ��)'</l 3 OF 4 d I ----------- I I I I (1) 3/4" CONDUIT\ TOP OF MAT 0 FOOTING #1 0 ELEV.: I •I I 4" PVC I I I I I ----------- I I BUILDING I I I I ----------------------� OUTLINE OF CANOPY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — •. I I I I I I I I (1) 3/4" CONDUIT (1) 3/4" CONDUIT-\ \ \ TOP OF MAT @ FOOTING #3 TOP OF MAT @ FOOTING #2 ELEV.. @ ELEV.; I T IV I 4" PVC 4" PVC I I I I I I I I I I ------� These drawings and all inform - ion hereon are of a confidential mature and remain the property of fey -Moss Structures, Inc. (FMS). oy use or reproduction of these �awings for any purpose, except by itten permission of Frey -Moss �Rructures, Inc. is strictly prohibited. 11'-0" DATE BY CHK REVISIONS 25'-0" C/C OF BEAM & COLUMN 72'-0" 0/0 CANOPY FOUNDATION PLAN SCALE: 1 /4" = 1'-0" 12) #5 VERTICAL REBAR #4 TIE @ 12" O.C. VERTICALLY 4) 1 3/4"0 A307 A.B. 5'-0" y � SQUARE FOOTING SECTION 2-13-021 JBO I TM 11. REVISED PER CHANGE ORDER 2. MIN. VER io� ur, vroTICAL REBAR /4"0 A307 A.B. #4 TIE 0 12" O.C. VERTICALLY 5'-0"O ROUND FOOTING SECTION 25'-0" C/C OF BEAM & COLUMN 1 3/4"0 A-307 ANCHOR BOLT W/ 6" THREADED PROJECTION & (2) NUTS & OVERSIZED WASHERS PER BOLT BY G.C. M1 ANCHOR BOLT DETAIL SCALE: 1 1/2" = 1'--0" (INSTALLED BY SITE CONTRACTOR) (12 REQUIRED) FREY-MOSS STRUCTURES, INC. \111f 1801 Rockdale Industrial Blvd. 3421 N. Sylvania Ave. 1302 Eska Way Approved Fabricator Conyers, Georgia 30012 Fort Worth, TX 76111 Silverton, Oregon 97381 of Structural Voice: (770) 483-7543 Voice: (817) 831-1205 Voice: (503) 873-8510 Steel Assemblies \� \ Fax: (770) 483-6037 Fax: (817) 834-7961 Fax: (503) 873-4889 ICBG #FA -364 www.frey—moss.com o fms@frey— moss. corn 2'-0" 3" 1'-6" C/C 3" PLATE 1" X 24" SQ, 2"4 HOLES FOR ANCHOR BOLTS o \ N 16"O x 1/4" THICK PIPE COLUMN 14 1/2" GUSSET BASE PLATE DETAIL SCALE: 3/4" = 1'-0" 6 X 6 HANDHOLE W/ 12 GA. COVER - PLATE 8 X 8 FASTEN TO COLUMN W/ #14 X 3/4" TUFF-TITES BY FMS (1) Y4"0 UNDERGROUND CONDUIT BY G.C. III (SEE PLANS FOR DIRECTION) (1) Y4'0 SEALOFF BY F.M.S. I I I rl I I III I I TOP OF ISLAND III I I III I I III I I III I I � TOP OF MAT 4"0 ADJUSTABLE PVC DRAIN I ERECTOR TO COORDINATE W/ G.C.—_ ON LOCATION TO CUT HOLE IN COLUMN j ME FOR DRAIN EXIT LOCATION 2" NON -SHRINK GROUT o \\\\\\ I BY G.C. W 3 64"0TH -307EADENCHO CTNR BIOLT / / `--� I I I \\� NATURAL GRADE TOP OF ALL FOOTINGS & (2) NUTS & OVERSIZED WASHERS \\' Iv I :� I \\ \ TO BE SAME ELEV.: PER BOLT BY G.C. 1 — \' . a J LU #4 REBAR VERTICALLY @ 12 a 0/C \\\\ -1 - — -I\\// z /\ jVAA I' . • I v I I V/\ FROST LINE QD ENSURE 1'-0" MIN. BELOW FROST LINE 12) #5 VERTICAL REBAR — •— ; a \ — — — — — —,- \/\ 5'-0" SQUARE 5'-0" ROUND (OPTIONAL) SUNOCO, INC. 32' X 72' CANOPY FOUNDATION PLAN CANOPY FOOTING DETAIL SCALE: 3/4" = 1'-0" FIELD NOTES: 1. SECURE CANOPY COLUMNS TO ANCHOR BOLTS. 2, ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS. 3. TOP OF PIER FOOTINGS TO BE LEVEL WITHIN 1/4" TOL. 4. SOIL BENEATH PIER FOOTINGS TO BE WELL COMPACTED AND BE CAPABLE OF SUPPORTING A LOAD OF 2000 PSF. SOIL CONDITIONS ARE THE CONTRACTOR'S RESPONSIBILITY, 5. SETTLING OF THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBILITY. 6. ALL FIELD WORK BY G.C. DRAWN BY: 9_ . DATE: 2-4-02 CHECKED BY: A. X -m& DATE: 2-5-02 P. E. it /0' JOB # G1—SU-059 2630 ORLANDO AVE. SANFORD, FL 32773 SCALE : 1/4" = 1'-0" DRAWING # — F1 40F4 MANUFACTURE & INSTALL 410" x 68'- 0" CONTROL TAC VINYL RECOVER WITH 6" GRAY S {'RIPE TOP & BOTTOM / 3'-6"x 7'-0" FULL LIT APLUS EXPRESS ARCH WIRE UN GRAY VINYL STRIPE 6"► M GRAY VINYL STRIPE 6"10-- 4'- 0" — LEFT FACE th LEFT SIDE SCALE. 3/32"=1'-0" ±17'- 0" TO DOOR & ARCH CENTER BRIGHT YELLOW #180"15 BAND SCALE: 718"=1'-0" 68'- 0" CONTROL TAC VINYL 33'-0" TO HORIZ 60'- 0" FRONT FACE LAMINATION SCALE: 118"=1'-0" 68'- 0" CONTROL. TAC VINYL BRIGHT YELLOW x{180.15 25'-4" HORIZ SAPPHIRE BLUE 1 OD -37 or #VZ5419 Pt-� w��/3 � t GRAY VINYL z CONTROL TAC C'iV-cc 4'-0" RIGHT FACE ' GRAY VINYL YELLOW YELLOW YELLOW I BLUE CONTROL TAC 6" x 136' 53'-01 /e" BLUE TO POINT 1v �__ ± 17'-O' TO ARCH --� SCS iLE: 3/32"=1 '-0" APLUS HORIZON DETAIL NOT SCALED BRIGHT YELLOW BRIGHT ORANGE LT. TOMATO RED SAPPHIRE BLUE #11015 #180-14 *18x13 or *VZ8751 *1 W-37 or #VZ5419 co-op# LowoN 2424 2623 ORLANDO AVE. SANFORD, FL. JOB TYPE Boot Rd. ro299 Downingtown, Pa. 19335 4 okif Phone: 610.518.5881 Fax 610.518.5244 Dar 4—W Your /meyu Through /--a- 99x" www.prosign.net E-MAIL - prosign@icdc.COM JOB TYPE CONSTRUCTION PARTNER CHECK LIST NEW BOX Was door moved after YU LQ Pro Signs' survey was done? EJ LJ & FACE ❑ FACE REPLACEMENT Are Permits accurate for work s to be completed by Pro Signs? ❑ PROBAND DATE SIGNATURE ❑STAPLE PROJECT# E11041 DUNS# 0752-4226 BOTHER 7'0" APLUS EXPRESS DOME DETAILS (NOT TO SCALE) PED FMS #105C ORANGE FFD 03031-33 SULTAN SLUE *3631-157 VMD GREEN :3031.150 YELLOW #3031-15 ----� 4'- 0" ----'�4— RIGHT FACE Q e RIGHT SIDE SCALE. 3/32"=1'-0" APLUS EXPRESS FOR 70" CONTROLTAC FACE LOGO DETAILS NOT SCALED TOFMOOI#11 #146-13 ORM 01Ba1 TRI.OMI LO '��■" SArflilE MA 1 vow? N %� — WM 5'-4" ©Copyright Pro Sign Company, 2001 THIS wyor G NauNs DATA 5AT Is PRCPREURY INFCRNNBoN OF PRO SIGN COW~ IT SHALL NOT BE USED. D "GATED OR DkgaOSED IN NHaE OR PORT FOR ANY PLIRP'OSE OTTER THAN TO EV1l.UATE M5 PROPOSAL. IF A CCNTRACI IS ANIIRM TO THS PROPOSER AS A RESW OF OR IN CONNECTION NRH THE S WMON OF TM DATA. THE REFEREE SiAL.L HAKE THE RIGHT TO USE OR DISCLOSE TIE DASA TO TFE EXTENT PRONDED IN THE RESILTING CONTRACT. MANUFACTURE & INSTALL 3'0" x 210'- 0" CONTROL TAC VINYL /(3) SUNOCO LOGO DECAL 3'-0" BUILDING LS l- ME# E IMI&# 3me Nvi-ins 0341 O NOZRI OH 110 • ,9Z .o -,L l .0 -,EL (D ffun8 JNIOt1v) uv-gu BLUE RED CORNER CORNER O O ! s 4. FIO ..- 1 CANOPY PLAN VIEW 2623 ORLANDO AVENUE REDSANFORD, FL. BLUE CORNER SCALE: 3/32"=1'-O" CORNER FRONT (FACING ROAD) 17'-0' 26' - 0" HORIZON - 73'- 0" .I 30'-0" co-op# Loc.A¶oN 2430 2623 ORLANDO AVE. SANFORD, FL. JOB TYPE I ISUNOCO LOGO DECALS I OUANTfTY 3 HORIZON TYPES 3 QUANTITY F] 26'-0" 2C LEFT 20'-0" 3C RIGHT 0 26'-0" 2C RIGHT 26'-0" 3C LEFT n 20'-0" 2C LEFT 26'-0"3C RIGHT ❑ 20'-0" 2C RIGHT n 66'-0" 3C LEFT n 20'-0" 3C LEFT F] 66'-0" 3C RIGHT CONSTRUCTION PARTNER CHECK LIST Was door moved after M NO Pro Signs' survey was done? D Are permits accurate for work a to be completed by Pro Signa? LJ DATE I SIGNATURE PROJECT# E11041 DUNS* 0752-4226 a N W or r V -jZ a ~U a� qo Cr N LL (2) # 748017 RIGHT 2 -COLOR CANOPY HORIZON 37" x 26'-0" CANOPY HORIZON "A" DETAIL NOT SCALED RED t AFVUrT I -MIN I JUrruCIJ DT l.vLUM nn I o SULTAN BLUE *3631-33 #3631-157 (2) # 748026 LEFT 2 -COLOR CANOPY HORIZON 37" x 20'-0" (C�Copyright, Pro Slgn Company, 2001 THSDRAVIIINGINCILI.IDESDAN THAT IS PROPRIEIAW TION OF PRO SIGN CO~ R SHALL NCI BE UKR DUFUCATED OR D5CLO6ED M WHOLE OR FART FOR MPI PURPOSE OTHHt IRAN TO ENUILVE TMS PROPOSAL.. IF A CONTRACT IS AWARDED TO MIS PRCP06EP ASA RESAT OF OR IN CONNECTION WITH TFf 9BMS9CN OF MIS DATA THE DEFEREE 91AI1 HAVE THE RIGHT TO USE OR DSCLOSE ME DATA TO THE EMENT PRCMDED N THE RESULTING CONTRACT. (3) PREPPED VINYL DECAL (3' CANOPY) DETAILS NOT TO SCALE �o 11'- 93/4" LOGO YELLOW CONTROLTAC #180-15 BLUE CONTROLTAC #VZ5419 Boot Rd. ro299 [Pa, Downingtown, Pa. 19335 gnif Phone: 610.518,5881 Fax: 610.518.5244 Do-hpArp Y— 1-90 TA—,gh /nvA�v�iw 9grTagv www.prosign.net E-MAIL - prosign@icdc.COM JOB TYPE I ISUNOCO LOGO DECALS I OUANTfTY 3 HORIZON TYPES 3 QUANTITY F] 26'-0" 2C LEFT 20'-0" 3C RIGHT 0 26'-0" 2C RIGHT 26'-0" 3C LEFT n 20'-0" 2C LEFT 26'-0"3C RIGHT ❑ 20'-0" 2C RIGHT n 66'-0" 3C LEFT n 20'-0" 3C LEFT F] 66'-0" 3C RIGHT CONSTRUCTION PARTNER CHECK LIST Was door moved after M NO Pro Signs' survey was done? D Are permits accurate for work a to be completed by Pro Signa? LJ DATE I SIGNATURE PROJECT# E11041 DUNS* 0752-4226 a N W or r V -jZ a ~U a� qo Cr N LL (2) # 748017 RIGHT 2 -COLOR CANOPY HORIZON 37" x 26'-0" CANOPY HORIZON "A" DETAIL NOT SCALED RED t AFVUrT I -MIN I JUrruCIJ DT l.vLUM nn I o SULTAN BLUE *3631-33 #3631-157 (2) # 748026 LEFT 2 -COLOR CANOPY HORIZON 37" x 20'-0" (C�Copyright, Pro Slgn Company, 2001 THSDRAVIIINGINCILI.IDESDAN THAT IS PROPRIEIAW TION OF PRO SIGN CO~ R SHALL NCI BE UKR DUFUCATED OR D5CLO6ED M WHOLE OR FART FOR MPI PURPOSE OTHHt IRAN TO ENUILVE TMS PROPOSAL.. IF A CONTRACT IS AWARDED TO MIS PRCP06EP ASA RESAT OF OR IN CONNECTION WITH TFf 9BMS9CN OF MIS DATA THE DEFEREE 91AI1 HAVE THE RIGHT TO USE OR DSCLOSE ME DATA TO THE EMENT PRCMDED N THE RESULTING CONTRACT. (3) PREPPED VINYL DECAL (3' CANOPY) DETAILS NOT TO SCALE �o 11'- 93/4" LOGO YELLOW CONTROLTAC #180-15 BLUE CONTROLTAC #VZ5419 NUE CURVE NO. 1 L=85.22' (F) R=40' (F) D=122'04'05" (F) LC=69.99'(F) BRG.=N28'59'38"W (F) LC=69.99' (C) BRG.=N28'59'38"W (C) This Work Coordinated by: INTERNATIONAL LAND SERVICES INC This Work Coordinated_ -TR7E79ATFOITAT LAND_5IRVFCES. INS. ILS. -INC A ' � ■ ILS. INC. �fFis�lo�kZoorainated hoc 1N7F�fTATfdA� LAAb�FR�7fCFS�NT�.— — a°� Mq SFR 'ti 'y 0 o°Ap 2 a 63 ti V MoM14?1110 �J FOUND 3/4' AXLE Go L 0 T 5 !� BLOCK 17 G� 0 1 ~' a10, SOT V -0.70' WIDE CONCRETE CURB + d Zr O 4 , 00 wq� 4 • : oeSERVATiON WELL . .. W 3.0 S). Os. Fp cc SF`s N UNLEADED '� SHOO SONS / e OBVAT& WELL FILL UD Po CT/ E -. J yMW DED .yg? J F 7�3S ON OV CV GRASS d V 4 WELL , : Y PLUS METER (p T S \ 3S 00 F �v FILL UD T (� �� ^D SET NAIL & DISC �` g 9� C O :;` (LB 6443) Z QA � ,•' ♦ EMERGENCY 194 OC \ \ O QD j� W SUPER UNL"EAD ♦ SHUT OFF VALVE OC�� �l ©: e , FILL UD �� G a . < (, 1 STORY / ° •` Y CONCRETE BLOCK J ` ®IRON POST a e Q . -0 o FOR CAN 1Y BUILDING AREA 3 .5'All r ' ` GAS PUMP ISLAND"^ '� ' ♦ 0" 1,703 SQUARE FEET 4,� d. 1 ,• BUILDING HEIGHT= a LOT 4" RETE 13.38' =ry0 S' CONCWALK" c BLOCK 17. s. .4o O )RDN POST ` r• ' ° < a d+ ♦\ 2gg' 3' CONCRETE WALK A S P H A L T FOR CANOPY / G,45 PUMP ISLAND .y \ C ( Nf } d II ° a C] _J\ - ANDICAP D: \ • AMP / m 10'x1' COASTAL SIGN % 1 ON .70' WIDE PIPE (i CONC. SLAB FORLd TRAFFIC ELECTRIC BOX VAULT \4 ` _ _ e — o RO-L N PAST ' v . . , a , o – 0 TRAFFIC SIGNAL BOX C" 25' FRONT BUILDING SETBACK_ FOR CANOPY ' 0 ir CATCH BASIN �Lo FOR PROPOSED CONSTRUCTION 4, _ 39.6' �y P z CONCRETE POWER POLE GAS PUMP ISLAND C e+ / i d' .. a LANDSC E AREA • '" �• 1 s ECT SIGN n �J 4. a •. A S P H A L T , CONCRETE /� WALK ` 4 • - DUMPSTER PADS WEST 20' CONCRETE E CURB k SET AIL & DISC GUTTER d ., (LB 6443) = WEST 127.92' (F) 128.07' ()P EDGE OF ASPHALT PAVEMENT W. 27TH STREET (F) FLORIDA STREET (P) A S P H A L T WARNINGI ERRORS & OMISSIONS INSURANCE PROTECTION FLORIDA POWER & LIGHT COMPANY EASEMENT BOOK 2220, PAGE 951 �4 SEMINOLE COUNTY PUBLIC RECORDS FOUND 1/2" IRON PIPE SOUTHEASTERLY 15' (D) 20' REAR BUILDING SETBACK �� FOR PROPOSED CONSTRUCTION 5' ��r . 00 O (•D In HANDICAP PARKING SIGN �r- o w�� LOT 3 i _ BLOCK 17 M N Lu ELECTRIC JUNCTION BOX O N ~ CONCRETE SLAB WITH LIGHT POLE z O N O CONCRETE SLAB WITH PAY PHONE I Cn ELECTRIC JUNCTION BOX z� AIR & VACUM STATION POINT OF BEGINNING SET 5/8' IRON ROD FOUND 5/8" REBAR BEARS EAST, 1.06' GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND AND ABBREVIATIONS ,ni = DESCRIPTIVE POINT R/W = RIGHT OF WAY (P) = PLAT (F) = FIELD MEASURED FB/P= FIELD BOOK & PAGE O = SET IRON ROD AND CAP (LB 6443) ® = FOUND 5/8" IRON ROD ■ = 4" X 4" CONCRETE MONUMENT -u- = UTILITY LINES -0- = CHAIN LINK FENCE -X- - WIRE FENCE = UTILITY SPLICE BOX = UTILITY POLE ® = WATER METER = CONCRETE SLAB M = TRAFFIC SIGNAL BOX Mw = MONITORING WELL m = TANK LID ® = VENT RELEASE {] = METAL LIGHT POLE = METAL LID 0 = WATER VALVE o; W. 20TH STREET 0 Q W. 25TH STREET ) UJ D F�0 Q W. 27TH ST. 0 UL N VICINITY MAP NOT TO SCALE E. AIRPORT DRIVE 0 PROJECT SITE ALTA/AGSM LAND TITLE SURVEY SURVEYORS NOTES: 1. BASIS OF BEARING -THE NORTH RIGHT OF WAY LINE OF W27TH ST. (F), FLORIDA AVENUE (P), ESTABLISHING A BEARING OF 'WEST, ASSUMED DATUM. 2. DESCRIPTION FURNISHED BY CLIENT. 3. BASIS FOR SURVEY -PREVIOUS SURVEY AND EXISTING MONUMENTATION 4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED. 5. THIS SURVEY IS OF VISIBLE FEATURES ONLY. UNDERGROUND ENCROACHMENTS, IF ANY, WERE NOT LOCATED. 6. ADDITIONS OR DELETIONS TO SURVEY DRAWINGS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED BY LAW WITHOUT WRITTEN CONSENT OF THE SIGNED PARTY OR PARTIES. 7. PROPERTY LIES IN SECTION 1, TOWNSHIP 20 SOUTH, RANGE 30 EAST. MANATEE COUNTY, FLORIDA. 8. SURVEYOR ORDERED FLOOD MAPS FROM FEDERAL EMERGENCY MANAGEMENT AGENCY ON 12/11/00. WE HAVE NOT RECEIVED THEM AS OF 12/27/00. 1-800-358-9616 9. PARKING SPACES STRIPING 2 REGULAR 1 HANDICAP 10. SURVEY WAS PERFORMED WITH A TOPCON TOTAL STATION WITH HP 48 TDS DATA COLLECTOR USING RANDOM TRAVERSE. 11. THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROFERTY. 12. PRESENT LAND USE AND BUILDING SETBACKS PER MANATEE COUNTY PLANNING & ZONING DEPARTMENT PHONE (407) 330-5673 EILEEN MCDOWELL, PLANNER ZONING DESIGNATION: GC2 GENERAL COMMERCIAL NON RESIDENTIAL USES: (A) MAXIMUM BUILDING AREA = 35% (B) MAXIMUM HEIGHT = 50 FEET BUILDING SETBACK: (1) FRONT = 25 FEET ACCESSORY BUILDINGS (2) SIDE 10 FEET 4' SETBACK (3) REAR = 20 FEET MAXIMUM NONRESIDENTIAL FLOOR AREA RATIO = 0.35 (BULK RESTRICTION) MAXIMUM OPEN SPACE = 25% MAXIMUM IMPERVIOUS SURFACE RATIO = 13. WATER FOR SUBJECT TRACT IS PRESENTLY SERVED BY THE CITY OF SANFORD. 14. ONLY THE ABOVEGROUND EVIDENCE OF UITILITIES HAVE BEEN SHOWN ON THIS SURVEY, NO SEWER OR GAS UTILITIES HAVE BEEN LOCATED. 15. THIS SURVEY WAS PERFORMED IN CONNECTION WITH COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMITMENT NO. W77-001554, FILE NO. W77-0012554, DATED NOVEMBER 29, 2000. SURVEYOR'S CERTIFICATE COASTAL FLORIDA PROJECT Job Order # 00-11-37:028 TO: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1,2,3,4,6,7A,7B-1,7B-2,7C,8,9,10,11A OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE. DATE: GARY W. SMITH REGISTRATION NO. 4577 W RECORD DESCRIPTION: ALL OF LOT 4 AND THE SOUTHERLY 20.0 FEET OF LOT 5 OF BLOCK 17, 4TH SECTION DREAMWOLD, RECORDED IN THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 99, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ALSO, THAT PORTION OF LOT 3, BLOCK 17, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 20.0 FEET EAST OF THE SOUTHEAST CORNER OF LOT 4, RUN WEST 20.0 FEET, THENCE NORTHERLY ALONG THE EASTERLY LINE OF LOT 4 TO THE SOUTHEAST CORNER OF LOT 5; THENCE NORTHEASTERLY ALONG THE EASTERLY LINE OF LOT 5, 20.0 FEET, THENCE SOUTHEASTERLY PARALLEL WITH THE SOUTHERLY LINE OF SAID LOT 5, A DISTANCE OF 15.0 FEET SOUTHERLY 70.65 FEET TO THE POINT OF BEGINNING. MEASURED DESCRIPTION: BEGINNING A SET 5/8" IRON ROD AT THE SOUTHEAST CORNER OF THE HEREIN DESCRIBED TRACT, SAID IRON ROD BEING 20.0 FOOT WEST OF THE SOUHTEAST CORNER OF LOT 4, BLOCK 17 OF DREAMWOLD , RECORDED IN THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 99, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID IRON ROD ALSO BEING ON THE NORTH RIGHT OF WAY LINE OF WEST 27TH STREET (F), FLORIDA STREET (P); THENCE WEST, ALONG THE NORTH RIGHT OF WAY LINE OF W. 27TH STREET, FOR A DISTANCE OF 127.92 FEET TO A SET NAIL AND DISC (LB 6443), AT THE POINT OF CURVATURE OF A CURVE TO THE RIGHT; THENCE IN A NORTHWESTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 122'04'05", A RADIUS OF 40.00 FEET AND A LONG CHORD WHICH BEARS N28'59'38"W FOR 69.99 FEET, FOR AN ARC LENGTH OF 85.22 FEET TO A SET NAIL AND DISC (LB 6443) AT THE POINT OF TANGENCY OF SAID CURVE, SAID NAIL AND DISC LYING ON THE EASTERLY RIGHT OF WAY LINE OF 100.00 FOOT WIDE ORLANDO DRIVE; THENCE N32'04'38"E, ALONG THE EASTERLY RIGHT OF WAY LINE OF ORLANDO AVENUE, FOR A DISTANCE OF 95.33 FEET TO A FOUND 3/4' AXLE AT THE NORTHWEST CORNER OF THE SOUTHERLY 20.0 FEET OF LOT 5, BLOCK 17 OF THE AFOREMENTIONED PLAT; THENCE S58'06'02"E, FOR A DISTANCE OF 135.41 FEET TO A FOUND 1/2" IRON PIPE; THENCE S03'02'31 "W, ALONG THE EAST LINE OF THE WEST 20.0 FEET OF LOT 3, BLOCK 17, FOR A DISTANCE OF 70.54 FEET TO THE POINT OF BEGINNING AND LESS. ENCROACHMENT LIST NONE TO REPORT EASEMENTS 6. FLORIDA POWER & LIGHT CO. EASEMENT BK. 2220, PG. 951 S.C.P.R. Mcldel Starirlwt. 0600 4 697 110, Startsasa' �-'IUt'fIW1`I9 C0e 1997 od. StAndlnrO ;M,erhranleal Coda 1997 ed. N;tlort:,f r..Iect ical Codo 1996 ed• Sod City Code AMENDIVIEN S Fl.. Atx st5s billty CO Jes 1997 FL., Fr1��9Y Code 1:397 SANFORD BUILDING DEPT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERKiIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THF WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SCT ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL fFSUANCE OF A PERMIT PREVENT THE BUILDING DFPT FRC. THT-REAFTER REQUIRING A CORREC- TION OF ERRORS ON THE FLANS, CONSTRUCTION DR OTHER VIOLATIONS OF THE CODES. 067111dServices, 621 24th Avenue S.W. Norman, Oklahoma 73069 (405) 364-9352 www.ils-alto.com Dwn By: Date: MARY TYRE I Revision: Sur rveyor 1Ref.No: 00-783 Date: Revision: IAprvd - GARY W. SMITH Date: Field Date: Revision: 12/11/2000 Date: S Revision: 1" = 20'cale: Prepared For: Client Ref. No: 685 Project Address: PERMIT ?J�ZICV 2623 ORLANDO AVENUE Project Location: SANFORD FLORIDA OFFICE' Project Name: COASTAL FLORIDA Sheet of Job Number: INTERNATIONAL LAND SERMCIES. N 00-11-37: 028 01 rt aI DI 01 LAI M �I �I MI 21 pI I I '• -jI of P DI z1 0 C1 n �u <1 n M Cn. CSI I I g N ti G Z 3 C3 DRAWING CIVIL DRAWINGS INCLUDED IN DRAWING THIS ISSUE NUMBER LIST: SHEET TI TLE NUMBER ❑ SURVEY ❑ C-1 1 OF 3 SITE AND LANDSCAPE PLAN ❑ S-1 2 OF 3 MONUMENT SIGN DETAILS ❑ TE -1 3 OF 3 TRASH ENCLOSURE DETAILS 2623 ORLANDO AVENUE SANFORD, FLORIDA SEMINOLE COUNTY I o W. 20TH STREET Q �i W. 25TH STREET w z FZOR�OA a sT W. 27TH ST. 2 O z `` a E. AIRPORT DRIVE 0 PROJECT ITE LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION ALL OF LOT 4 AND THE SOUTHERLY 20.0 FEET OF LOT 5 OF BLOCK 17, 4TH SECTION DREAMWOLD, RECORDED IN THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 99, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ALSO, THAT PORTION OF LOT 3, BLOCK 17, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 20.0 FEET' EAST 'OF THE SOUTHEAST CORNER OF LOT 4, RUN WEST 20.0 FEET, THENCE NORTHERLY ALONG THE EASTERLY LINE OF LOT 4 TO THE SOUTHEAST CORNER OF LOT 5; THENCE NORTHEASTERLY ALONG THE EASTERLY LINE OF LOT 5, 20.0 FEET, THENCE SOUTHEASTERLY PARALLEL WITH THE SOUTHERLY LINE OF SAID LOT 5, A DISTANCE OF 15.0 FEET SOUTHERLY 70.65 FEET TO THE POINT OF BEGINNING. APPROVED UTILITIES DF,PARTMENT: CITY OF SANFORD, FLORIDA THIS ROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE CIT SANFORD D DEVELOPMENT CODE AND ANY SPECIAL REQIJI I :NTT OF THE CITY MISSION. IT SHALL. BE THE RESPONSIF , Y OF TILE DEVELOPER TO CUR 'ANY DEFECTS IN THE PLAT' t THE FACILITY AS CONSTRUCTED WHICH LT'S 11d A FA1LU 0 MEET APPLICAiiLI? CODE REQUIREMENTS. AD\ RATI ACCEPTANCE OF THF DEVELOPER'S PLANS DOES NOT CON TEA WAIVER OF ANY CODE REQUIREMENTS NOR DOES REI.IEV , IiE DEVFI.OPi R OF RESPONSIBILITY TO MF[.T rIOSE REQUIREMIFI THIS SPECIFIC APPROVAL IS VALID FOR RIOD OF ONE YEAR FROM T TE BELOW. APPROVED -W.' --- ----^ FIC CONDITIONS: City ®f Sanford E»tgiit�e►9ar ,4 ar�tl a x� a a�r�.a r� Approved _ Date: 3 Approval st ' a: I . All G7cxG rahcti.m rix JiT rtocu t c.am.e�d City or, anford CaAes, Land Drveloprtseit Regulations ar,d clhe; {ed"asth,,iv "T,"Ay, 2. Cuntracta. s 1 ^r,r .d °n r"rra;r, and mairtain z?3 pertnits on site (City, County. SIRWMIL F°DDV Fp,R)t3'4"..Aa C.�r..) ss aga ;'iu al ?e. 3. Contractor &fC1ST cull Lazy of Stanford Building Department (330-5656) for filial impectio,a, prior to occupancy. 4. Call Sunshine 1-800-432-4770 fnr lllilt y ''xnt < prior to zany construction. 5. Building p:.rmit is required "Cr any at o- . c ounri SVn1x1ulVs wLica shall include any developn,c.�-:r bLifer scromn w?;Is or Ytncib9 HVa -. b. Site developmcmt plan ippmie;rl shall bmr1ine invalid unieas a building pcmdt is obtained within twelve (12) mon;las'A i aas,<_e. 7. Tr ft c interruption sl:aJ! Ex. Q_rpt tt 3 tninzmun,t and ,n accordance with the MANUAL ON UNIFORM TRAFTIC CONTROL, rr ;VICES J,ro ➢ Dt: T Roadway and Traffic Design Standards. MOT Plan to be. sularrO'ed to t gvmcrinv 14 cl-iys prior to any st%'c ar lar,e.closuras. S. Contractor shall be responsible for ala OSHA rexls.�s'er ems and the Florida Trench Safety Act. ENGIN,'r:.ERING FIRM M.D.M. E"(41INEERING LIC. No. ER 4857 P.O. BOX 6930 LAKELAND, FLORIDA 33807 (863) 646 -9130 MDM ENGINEERS OWNER: SUNOCO 1807 MARKET STREET PHILADELPHIA, PA. 19103 SANP"O - THESE t't_ANtS f,%rF1 R=_, ,,;, ACCEPTED F t ^.rvr C cQNgTRUEpJR 'LRw1,T. A '._i ASl Or+ 1T10!JJt�; g T WO TO gE A ?' ;s:3UrD -HALL SE CANCEL, RK rJOT A f�l1rHO,gI PROCEED PROVISION t ' GR, UR SE7 ASID Y ,t3 'VIOLA ISSUANCE S OF THE TECHNICAL CODES' E ANY OF ; ANCE OF q F'EFt1dIT PR ODES' NOR SH� DEPT FROM THE ENT £VENT 7 TION E ' REOUa7,jN(3 A CORp¢ryr, ORO HER VIRORSp AT ON THE OF iV , LAr" toNs CODCONSTRUCTM, ES. PERMIT #�5 ISSUED FOR: AUG 2. Q 2002 MDM J013"i-2129 --------- 0 (C�1 0 0 0 0 0 o� 0 �U (1-0 03 (P 0 U 00 s 0f2) Q 00 Q�� co SII L_ '':J QrY] n Q 0 o W. 20TH STREET ti I. I \ W. 25TH STREET Fes` �A ST w z z d W. 27TH ST. 0 z a U) 04� % PROJECT VICINIITY MAP NO SCALE N E. AIRPORT DRIVE LEGAL DESCRIPTION: ALL OF LOT 4 AND THE SOUTHERLY 20.0 FEET OF LOT 5 OF BLOCK 17, 4TH SECTION DREAMWOLD, RECORDED IN THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4, PAGE 99, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. ALSO, THAT PORTION OF LOT 3, BLOCK 17, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 20.0 FEET EAST OF THE SOUTHEAST CORNER OF LOT 4, RUN WEST 20.0 FEET, THENCE NORTHERLY ALONG THE EASTERLY LINE OF LOT 4 TO THE SOUTHEAST CORNER OF LOT 5; THENCE NORTHEASTERLY ALONG THE EASTERLY LINE OF LOT 5, 20.0 FEET, THENCE SOUTHEASTERLY PARALLEL WITH THE SOUTHERLY LINE OF SAID LOT 5, A DISTANCE OF 15.0 FEET SOUTHERLY 70.65 FEET TO THE POINT OF BEGINNING. SURVEYORS NOTES: 1. BASIS OF BEARING -THE NORTH RIGHT OF WAY LINE OF W27TH ST. (F), FLORIDA AVENUE (P), ESTABLISHING A BEARING OF WEST, ASSUMED DATUM. 2. DESCRIPTION FURNISHED BY CLIENT. 3. BASIS FOR SURVEY -PREVIOUS SURVEY AND EXISTING MONUMENTATION 4. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED, 5. THIS SURVEY IS OF VISIBLE FEATURES ONLY. UNDERGROUND ENCROACHMENTS, IF ANY, WERE NOT LOCATED. 6. ADDITIONS OR DELETIONS TO SURVEY DRAWINGS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED BY LAW WITHOUT WRITTEN CONSENT OF THE SIGNED PARTY OR PARTIES. 7.• PROPERTY LIES IN SECTION 1, TOWNSHIP 20 SOUTH, RANGE 30 EAST. MANATEE COUNTY, FLORIDA. B. SURVEYOR ORDERED FLOOD MAPS FROM FEDERAL EMERGENCY MANAGEMENT AGENCY ON 12/11/00. WE HAVE NOT RECEIVED THEM AS OF 12/27/00. 1-800-358-9616 9, PARKING SPACES STRIPING 2 REGULAR 1 HANDICAP 10. SURVEY WAS PERFORMED WITH A TOPCON TOTAL STATION WITH HP 48 TDS DATA COLLECTOR USING RANDOM TRAVERSE. 11. THERE IS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. 12.' PRESENT LAND USE AND BUILDING SETBACKS PER MANATEE COUNTY PLANNING & ZONING DEPARTMENT PHONE (407) 330-5673 EILEEN MCDOWELL, PLANNER 'ZONING DESIGNATION: GC2 GENERAL COMMERCIAL NON RESIDENTIAL USES: (A) MAXIMUM BUILDING AREA = 35% (B) MAXIMUM HEIGHT = 50 FEET BUILDING SETBACK: (1) FRONT = 25 FEET ACCESSORY BUILDINGS (2) SIDE 10 FEET 4' SETBACK (3) REAR = 20 FEET MAXIMUM NONRESIDENTIAL FLOOR AREA RATIO = 0.35 (BULK RESTRICTION) MAXIMUM OPEN SPACE = 25% MAXIMUM IMPERVIOUS SURFACE RATIO = 13.. WATER FOR SUBJECT TRACT IS PRESENTLY SERVED BY THE CITY OF SANFORD. 14. ' ONLY THE ABOVEGROUND EVIDENCE OF UITILITIES HAVE BEEN SHOWN ON THIS SURVEY, NO SEWER OR GAS UTILITIES HAVE BEEN LOCATED. 15. THIS SURVEY WAS PERFORMED IN CONNECTION WITH COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMITMENT NO. W77-001554, FILE NO. W77-0012554, DATED NOVEMBER 29, 2000. LEGEND AND ABBREVIATIONS D = DESCRIPTIVE POINT R/W = RIGHT OF WAY (P) = PLAT (F) = FIELD MEASURED FB/P= FIELD BOOK & PAGE O = SET IRON ROD AND CAP (LB 6443) IR = FOUND 5/8" IRON ROD - = 4" X 4" CONCRETE MONUMENT --u - = UTILITY LINES -o- = CHAIN LINK FENCE -X- = WIRE FENCE 19 = UTILITY SPLICE BOX = UTILITY POLE = WATER METER = CONCRETE SLAB m = TRAFFIC SIGNAL BOX MOW = MONITORING WELL �. =. TANK LID '(D = VENT RELEASE 0 = METAL LIGHT POLE 0 = METAL LID Q = WATER VALVE CALL 48 HOURS BEFORE YOU DIG It's the Law! -432-4771 1-800 SUNSHINE STATE ONE CALL ur rLUKIUA, INN. 12" Cqe F MA W qT NEW 30" HIGH INTENSITY McTFi STOP SIGN (SEE DTL.THIS SHT.)-� NEW F.D.O.T. TYPE "D" CURBING TO MATCH EXISTING ` v 4 NEW 2 PBA o��� CO �� -0 � �O PROPOSED TRASH 4� °,, Q Q TRUCK PATH na 0 - M a CURVE NO. 1` A _ � GRAS � °. 1 L=85.22' (F) SET NAIL & DISC R=40' (F) (L.B 6443) 4i D -12Z04'05" (F) 0�' LC=69.99'(F) 6RG.-N28°59'38"W (F) LC -69.99' (C) 4 BRG.-N28°59'38'W (C) < . °4i���' 10'x1' COASTAL SIGN ON .70' WIDE PIPE TO BE REMOVED & FOUNDATIO TO BE CHIPPED 6" BELOW GRADE CONC. SLAB FOR c\\ TRAFFIC ELECTRIC BOX VAULT TRAFFIC SIGNAL BOX CATCH BASIN CONCRETE POWER P0�' STREET SIGN CONCRETE WALK NEW 15' HIGH MONUMENT SIGNLANDS E Lo Li (SEE S-1 FOR DTLS.) 2' WIDE �'� UC111 CONCRETE CURB GUTTER a -a G.C. TO SAWCUT/REMOVE EXIST. CURBING FOR NEW LANDSCAPE 5 AREA G. C. TO SAWCUT/REMOVE EXIST. - PAVEMENT FOR NEW LANDSCAPE AREA ®NEW 5' SIDEWALK PER F.D.O.T.- INDEX #310 $250 FINE CITY ORD. 3211 NOTE: 1. ALL LETTERS ARE 1" SERIES PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. 5. ONE SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). C rY of SANE *D Q (FLA. D.O.T. APPROVED) DEFT. OF � HANDICAP '4t� �'""`� PARKING SIGNAGE 5'-1 1/4" x 3'-8" SUNOCO LD SIGN 18.72 SQ.FT. 5'-1 1/4" x 2'-0" DISTRIBUTOR GRAPHICS SIGN 10.20 SQ.FT. 5'-1 1/4" x 5'-0" PRICE - SIGN 25.52 SQ.FT. 0 I N 4 5,-1 4„ 4., 6" 3/4"R TYP) 0 fV 2' F.D.O.T. TYPE "F" CURB N.T.S. F.D.O.T. NO. 300 LOT 5 BLOCK 17 G.C. TO SAWCUT/REMOVE EXIST. PAVEMENT FOR NEW LANDSCAPE AREA WIDE CONCRETE CURB I z G s e514��Nt; - A. 4 r 4 V� \ J Fr�3S, o \S \ SOpr �NIT R EWE VALVt3-rj CLEANOUT h \ W. 27TH STREET (F) FLORIDA STREET (P) ASPHALT �SUNOCO� pkN I 1801 0 n I 'n 15 ft MONUMENT SIGN ELEVATION 1/4"=1'-0" 54.44 SQ.FT. SLOPE TO FIT ROADWAY FLORIDA POWER & LIGHT COMPANY EASEMENT BOOK 2220, PAGE 951 SEMINOLE COUNTY PUBLIC RECORDS FOUND 1/2" IRON PIPE SOUTHEASTERLY 15' (D) 20' REAR BUILDING SETBACK LL U ... HANDICAP 124tv-NEW PARKING SIGN LOT 3 3 J BLOCK n O ELECTRIC JUNCTION BOX CONCRETE SLAB WITH LIGHT POLE CONCRETE SLAB WITH PAY PHONE _Z «--ELECTRIC JUNCTION BOX AIR & VACUUM STATION POINT OF BEGINNING SET 5/8" IRON ROD FOUND 5/8" REBAR BEARS EAST, 1.06' IU ❑L r\uwvvw X10' EASEMENT NEW F.D.O.T. DROP NEW HANDICAP RAMP PER CURB ACROSS DRIVE F.D.O.T. INDEX #304 TO MATCH EXISTING NORMAL 40'-0" WITH 4' WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK 1 6 j4 .A EXPANSION JOINT-+ STRUCK JOINT 1/2" EXPANSION JOINT 6' MAX FULL DEPTH BROOM FINISH 1 /4" TF. D /W d a EXPANSION JOINT STRUCK JOINT NOTES: 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 60'. 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PREFORMED JOINT FILLER, TO FULL DEPTH OF CONCRETE. ©TYPICAL SIDEWALK NOT TO SCALE INDEX NO. 310 PLANT TO BEAR THE SAME RELATIONSHIP TO �I�J�SHF_D .GRE DE NTAIINER PLANTING fHHOLE �TO HAVE op •� VERTICAL SIDES v ���oaoo 2" CYPRESS MULCH LAYER FINISHED GRADE " PLANTING BACKFILL EXISTING SUBGRADE �-x - 2x SHRUB/ GROUNDCOVER PLANTING DETAIL NOT TO SCALE C� \-PAVEMENT 4�=.I 1/2" EXP JT. JOINT FILLER F.D.O.T. TYPE "D" CURB N.T.S. F.D.O.T. NO. 300 TRAFFIC SIGNS ARE TO BE LOCATED AS SPECIFIED IN THE SITE PLAN, TYPICAL SIGNS ARE SHOWN BELOW. LETTERS AND SYMBOLS WILL BE WHITE DIE -CUT VINYL (DECAL -TYPE); LETTERS WILL BE UPPER & LOWER CASE, HELVETICA IN STYLE. WHITE LETTERS W/ RED BACKGROUND & WHITE STRIPE 4" X 1 3/4" X X 10' LONG STL. IDARD (TYP.) STOP 81QN TYPICAL SIGN ELEVATION NO SCALE CONCRETE FILLED 3 1/2" DIA. SCH. 40 STEEL PIPE. FURNISHED & INSTALLED BY G. C. 0 I M N.T.S. MATERIALS LIST L QTY KEY BOTANICAL NAME 2 QV Quercus virginiania 46 VS Viburnum suspensum - SOD Pospalum nototum FINISHED GRADE 120 120 DEG 1 120 DEG GENERAL LANDSCAPE NOTES: ALL LANDSCAPE MATERIAL SHALL BE FLA. NO. 1 GRADE OR BETTER, AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK. LANDSCAPE MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES. SUNOCO ALL SHRUBS SHALL BE A MINIMUM OF 30" HIGH AT THE TIME OF PLANTING SUNOCO AND SPACED NO GREATER THAN 30" ON CENTER. SHRUBS SHALL NOT 1807 MARKET STREET ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND SHALL BE FIELD PHILADELPHIA, PA. 19103 ADJUSTED IF NECESSARY. ALL REQUIRED TREES SHALL BE A MINIMUM OF 10' OVERALL HEIGHT WITH A DESIGN TEAM TITLE: MIN. 2" TRUNK CALIPER AT TIME OF PLANTING. ADJUST TREE LOCATIONS AS NECESSARY TO AVOID UTILITIES, OBSTRUCTIONS, ETC. SEE MATERIALS LIST FOR EXACT SPECIFICATIONS. MD1 ,r ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM IMPERVIOUS SURFACES, ALL SHRUBS 2 FEET. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED Services Inc. TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER AND PROVIDE 100% COVERAGE. SEE IRRIGATION PLAN. ENGINEERING & ENVIRONMENTAL 3706 DMG DRIVE LAKELAND, FL. 33807-6930 THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. ALL PLANTING E.B. # 4857 (863) 646-9130 SHALL BE MULCHED TO A 3" MINIMUM DEPTH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF PREMISES AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS, AND RUBBISH. DESIGN TEAM TITLE: VERIFY THE LOCATIONS OF EXISTING TREES, LAWNS, AND SHRUBS. REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS , WHERE ENCOUNTERED. CONTRACTOR SHALL BECOME ACQUAINTED WITH THE RELATED PAVING, SITE GRADING , AND ALL UTILITIES (INCLUDING WATER, SEWER, AND ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE A TROUBLE FREE INSTALLATION. THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES , AND PIPES MAY NOT BE AS INDICATED ON DRAWINGS; THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED BY HIM. CONTRACTOR SHALL CALL SUNSHINE STATE ONE -CALL AT LEAST 48 HOURS PRIOR TO DIGGING. (1-800-432-4770). - ...... --- ---- EXIST. HANDICAP SIGN TO REMAIN HC SYMBOL ON BLUE BACK GROUND 7 I Am n„ i 12' X 18'-0" HANDICAP M PARKING SPACE 4 4 WI TH 5' UNLOADING TYPICAL HANDICAP PARKING SPACE N.T.S. SLOPE TO FIT SLOPE TO FIT ROADWAY ROADWAY 10" 1'-2" A 3/4"R ' TyP z C] 2'-0" w z_ (o N cD o F.D.O.T. DROP CURB N.T.S 2 8/19/02 REV/ADD T.E.(10 FT.),&SIDEWALK PER CITY COMMENTS 1 7/12/02 DAANDSCDPINP TIGN PER COMMENTS N0. DATE REVI ION ESCRIPIION PREPARED UNDE THE DIRECT SUPERVISI fJ R195 1 . 1 FL. P.E. REG # 7 CIVIL COMMON NAME SPECIFICATIONS Live Oak 30 gollon, 8'-10' oah, 2" cal. Sandenkwa Viburnum 3 gallon, 24" ht. 0 36" o.c. SITE ADDRESS: Bahia Sod Provide add alternate cost for St. Augustine a a, •° .a .a. a' 14 SAME RELATIONSHIP TO FINISHED GRADE AS IT SANFORD, FLORIDA BORE IN THE CONTAINER \I I o:a M TREE SHALL BE STAKED USING x#14 \ DRIVEN BELOW GRADE. ALL WIRES TO BE MARKED WITH FLAGGING TAPE. SCALE: 3" CYPRESS MULCH LAYER V=20' -O" 6"-12" TREE SAUCER DATE: 521 /02 BOLLARD DETAIL N.T.S. MATERIALS LIST L QTY KEY BOTANICAL NAME 2 QV Quercus virginiania 46 VS Viburnum suspensum - SOD Pospalum nototum FINISHED GRADE 120 120 DEG 1 120 DEG GENERAL LANDSCAPE NOTES: ALL LANDSCAPE MATERIAL SHALL BE FLA. NO. 1 GRADE OR BETTER, AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK. LANDSCAPE MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES. SUNOCO ALL SHRUBS SHALL BE A MINIMUM OF 30" HIGH AT THE TIME OF PLANTING SUNOCO AND SPACED NO GREATER THAN 30" ON CENTER. SHRUBS SHALL NOT 1807 MARKET STREET ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND SHALL BE FIELD PHILADELPHIA, PA. 19103 ADJUSTED IF NECESSARY. ALL REQUIRED TREES SHALL BE A MINIMUM OF 10' OVERALL HEIGHT WITH A DESIGN TEAM TITLE: MIN. 2" TRUNK CALIPER AT TIME OF PLANTING. ADJUST TREE LOCATIONS AS NECESSARY TO AVOID UTILITIES, OBSTRUCTIONS, ETC. SEE MATERIALS LIST FOR EXACT SPECIFICATIONS. MD1 ,r ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM IMPERVIOUS SURFACES, ALL SHRUBS 2 FEET. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED Services Inc. TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER AND PROVIDE 100% COVERAGE. SEE IRRIGATION PLAN. ENGINEERING & ENVIRONMENTAL 3706 DMG DRIVE LAKELAND, FL. 33807-6930 THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. ALL PLANTING E.B. # 4857 (863) 646-9130 SHALL BE MULCHED TO A 3" MINIMUM DEPTH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF PREMISES AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS, AND RUBBISH. DESIGN TEAM TITLE: VERIFY THE LOCATIONS OF EXISTING TREES, LAWNS, AND SHRUBS. REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS , WHERE ENCOUNTERED. CONTRACTOR SHALL BECOME ACQUAINTED WITH THE RELATED PAVING, SITE GRADING , AND ALL UTILITIES (INCLUDING WATER, SEWER, AND ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE A TROUBLE FREE INSTALLATION. THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES , AND PIPES MAY NOT BE AS INDICATED ON DRAWINGS; THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED BY HIM. CONTRACTOR SHALL CALL SUNSHINE STATE ONE -CALL AT LEAST 48 HOURS PRIOR TO DIGGING. (1-800-432-4770). - ...... --- ---- EXIST. HANDICAP SIGN TO REMAIN HC SYMBOL ON BLUE BACK GROUND 7 I Am n„ i 12' X 18'-0" HANDICAP M PARKING SPACE 4 4 WI TH 5' UNLOADING TYPICAL HANDICAP PARKING SPACE N.T.S. SLOPE TO FIT SLOPE TO FIT ROADWAY ROADWAY 10" 1'-2" A 3/4"R ' TyP z C] 2'-0" w z_ (o N cD o F.D.O.T. DROP CURB N.T.S 2 8/19/02 REV/ADD T.E.(10 FT.),&SIDEWALK PER CITY COMMENTS 1 7/12/02 DAANDSCDPINP TIGN PER COMMENTS N0. DATE REVI ION ESCRIPIION PREPARED UNDE THE DIRECT SUPERVISI fJ R195 1 . 1 FL. P.E. REG # 7 CIVIL COMMON NAME SPECIFICATIONS Live Oak 30 gollon, 8'-10' oah, 2" cal. Sandenkwa Viburnum 3 gallon, 24" ht. 0 36" o.c. SITE ADDRESS: Bahia Sod Provide add alternate cost for St. Augustine TREE SHALL BE STAKED USING #14 BRAIDED WIRE AND 2"X2"X36" PT SYP STAKES (MIN.) ALL WIRES TO BE MARKED WITH ORANGE FLAGGING TAPE. TREE PLANTING DETAIL NOT TO SCALE SHEET NO: C - 1 2623 ORLANDO AVE. PLANT TO BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT SANFORD, FLORIDA BORE IN THE CONTAINER SEMINOLE COUNTY TREE SHALL BE STAKED USING x#14 WIRE AND 2"X2"X36" PT SYP STAKES DRIVEN BELOW GRADE. ALL WIRES TO BE MARKED WITH FLAGGING TAPE. SCALE: 3" CYPRESS MULCH LAYER V=20' -O" 6"-12" TREE SAUCER DATE: 521 /02 PLANTING HOLE TO HAVE VERTICAL SIDES DESIGNED BY: - PLANTING MIXB ME OMPACTED DRAWN BY: DDB -�� FILE NAME TO PREVENT- SETTLE 2128CD.DWG CHECKED BY: EXISTING SUBGRADE DRAWING TITHE: SITE AND LANDSCAPE PLAN TREE SHALL BE STAKED USING #14 BRAIDED WIRE AND 2"X2"X36" PT SYP STAKES (MIN.) ALL WIRES TO BE MARKED WITH ORANGE FLAGGING TAPE. TREE PLANTING DETAIL NOT TO SCALE SHEET NO: C - 1 3/8" DIA. REB DESIGN NOTES: DESIGN TEAM TITLE: MDM Services, Inc. ENGINEERING & ENVIRONMENTAL 3706 DMG DRIVE LAKELAND, FL. 33807-6930 E.B. # 4857 (863) 646-9130 DESIGN TEAM TITLE: 1. BUILDING CODE: F.B.C. 2001 2. WIND LOAD (ASCE 7-98): • SPEED: 120 MPH •EXPOSURE: e ^,. B • ° D *IMPORTANCE FACTOR: P.o a o- IIID PI oa D D . 1.0 3. SOILS: .. yl, -DESIGN BEARING CAPACITY (FBC 1818.1): 2500 PSF •ALLOWABLE BEARING CAPACITY (FBC 1818.2) °. o I II > D a pa D ' D � � D � PER GEOTECHNICAL REPORT/INVESTIGATION, .. I DPI I' .. a. c D ,• ,e D� ,p D I D I I D , COPY PROVIDED HEREWITH: 2500 PSF 4. CONCRETE: 3000 PSI. 4,-4,,,,W x 8'- 5. STEEL: CONCRETE FOU DATE: 6/12/02 • STRUCTURAL TUBE: A-500 4" MIN. DRAWN BY: DDB • BASE PLATES: A-572 2'-9�" SHEET NO: S-1 • ANCHOR BOLTS: GR 55 (ASTM 1554) • REINFORCING: GR -60 6. APPROVED PLASTIC FACES PER F.B.C. SECT. 2.12 ELECTRICAL NOTES: 1, ELECTRICAL REQUIREMENTS: VOLTAGE = 110 VAC LINE CURRENT = 16 AMPS 2. ALL SIGNS ARE UL LISTED. 3. ALL SIGNS SHALL BE GROUNDED PER NEC 250. 4. ALL CONDUCTORS SHALL BE COPPER- INSULATED, 60OV, THWN OR THHN PER NEC 310. 5. PROVIDE 20A SINGLE POLE FUSED DISCONNECT AT SIGN BASE PER NEC 600-6. 6, PROVIDE TWO (2) CIRCUITS PER SIGN. 7. PROVIDE 120V, 1.2KVA, 20A SINGLE POLE CIRCUIT BREAKER IN ELECTRICAL PANEL. BREAKER SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION PER NEC 600-6. 8. EACH 1.21<VA (MIN.) SIGN CIRCUIT SHALL CONTAIN THE FOLLOWING: (1) 3/4"0 CONDUIT (1) #12 THWN BLACK (L) (1) #12 THWN WHITE (N) (1) #12 THWN GREEN (G) (GROUND PER NEC 250) 4" 5'-1 1/4" x 3'-8" SUNOCO I.D. SIGN 18.72 SQ.FT. 5-1 1" 4" 00 I M 5'-1 1/4" x 2'-0" DISTRIBUTOR GRAPHICS SIGN 10.20 SQ.FT. DISTRIBUTOR 1 4" 2 1/2" GRAPHICS 5'-'I 1/4" x 5'-0" PRICE SIGN 25.52 SQ.FT. T.S. 8" X 4"X 3/16"THK. H.R. (SHOP FABRICATED & PRIMED) PAINTED BRONZE ANCHOR BOLTS 3/4" DIA. X 48" LG. W/ 6" LEG & 4" THD PROJECTION El O o Rut (� ❑ O �J 8upTom® 200 �J n 00 STEEL FRAME T.S. 10" X 4" 0 5/16"THK. I O I Lo 3" DIA. HAND HOLE Wr CO TO BE FILLED W/I NON{ -SHRINK GROUT AFTER SIG H S BE N SET x-3/8" DIA. REBAR @ 12" O.C. x 93" LG. (TYP AT BOTTOM) I -2" HOLE FOR CONDUIT IN BASE PLATE -1" CONDUIT TO ELECTRICAL SERVICE i"'L x 4'-0"D JDATION 15 ft MONUMENT SIGN ELEVATION 1 /2"=1 '-0" 54.44 SQ.FT. 3/8" DIA. REBAR @ 12" O.C. 7/8"0 HOLES FOR 3/4"0 ANCHOR BOLTS 3/8" DIA. REBAR @ 12" O.C. 3/4" ELECTRICAL (8 REQ'D) (TYP. TOP & BOTTOM) CONDU IT IID Al I I h y 1 t I I I °I i` I o° I ePI ° G 1D#IID 1 1 D p. oPI I °D °�I PTD IF�1 �I•. 1- �� 1 DP I ° D sI � '1 ° D • I'D e 1. D °I ID °` I D el.' +--+-,-4--4+ D I-°- ,- -F'�°- �- -°--1 ° +P -� E-.` - - .I- +- I �Ie +1 1 °1 I L + I.D�D L. 1.� 1DD.� I °_-LD_.J._1 q L °I DI °I D �1 I I D1P 1 e( I I E I D .I G. -0�° •Ie °D I'D IID ° al D I pJ I e I�+ I- � D PID ° D I°D I I e Di >° I D I p'I° °I n I °eD 4I° �D DID DID. V, L1) D o° D D IL D -1. I' eD°•pI D . -'-4z -+ -9- -4 + I. e eD �.L P- L = L. -1. �. LD_ J . 4" MIN' 5'-5" 14'-0" ID SIGN FOOTING PLAN VIEW 1/2"= 1'-0" FOUNDATION DESIGN NOTES V-6" 2'-92„ 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 2. REINFORCING BARS SHALL BE ASTM A615 GRADE 60 STEEL, 3. CONCRETE BASE WAS DESIGNED USING SOIL -BEARING FORCES OF 2,000 PSF STATIC, 2,660 PSF DYNAMIC, AND 250 LBS./SQ. FT. PER FOOT OF DEPTH LATERAL. IF THESE CONDITIONS DO NOT EXIST, IT IS THE ERECTOR'S RESPONSIBILITY TO HAVE A NEW BASE DESIGNED FOR THE EXISTING SOIL CONDITIONS BY A LICENSED STRUCTURAL ENGINEER. 4. THE FACTOR OF SAFETY AGAINST OVERTURNING IS 1.5 OR GREATER. 5. ANCHOR BOLTS ARE TO BE MANUFACTURED ACCORDING TO AASHTO SPECIFICATION M314-90 GRADE 55. C N I N N I N 0 T NOT WELDED TO STE FRAME BOLT ISTEEL W/ 2"0 SLEE E INSE ALUM. FRAME PLAN SECTION bill T.S. BRIO 8"xE BLO 1" G ME 8"x8"x16" STD. BLOCK COURSE CELLS TO 8E F W/ CONC. ARC PLANTER GRI (T7 3/8" DIA. REBAR CON' @ 12" O.C. SECTION A -A V/ V & I/ . 11"W -I\ I- V.V. x 44" LG. (TYP. A7 BOTTOM) STEEL TUBE F T.S. 8" X 4"X 3/16"THK. 7/8"0 HOLES (4 " STD. CURSE, ALL ) BE FILLED ;. AROUND 2'L x 1'-0"D TI ON 6" ANCHOR BOLT DETAIL I:iA_1 ki\ylI;WT V r71�' N 3/4" X 10" X 14" BASE PLATE STEEL TUBE FRAME T.S. 8" X 4"X 3/16" THK. --� E70 XX (CONT. "W" WELD) •3/4"4 ANCHOR BOLTS ,,-1 1/2" NON -SHRINK GROUT SECTION VIEW BASE PLATE DETAIL 3/4" X 10" X 14" BASE PLATE CLIENT: �i SUNOCO 1807 MARKET STREET PHILADELPHIA, PA. 19103 DESIGN TEAM TITLE: MDM Services, Inc. ENGINEERING & ENVIRONMENTAL 3706 DMG DRIVE LAKELAND, FL. 33807-6930 E.B. # 4857 (863) 646-9130 DESIGN TEAM TITLE: e ^,. D -` - .�: ����L. IIS �� rr • ° D P.o a o- IIID PI oa D D . ° a .. yl, °' •Ila \�\\/\\ e' °. o I II > D a pa D ' D � � D � �/ ��,/' // \\ .. I DPI I' .. a. c D ,• ,e D� ,p D I D I I D , e ' DATE REVISIO DESCRIPTION 4,-4,,,,W x 8'- SITE ADDRESS: 2623 ORLANDO AVE. SANFORD, FLORIDA SEMINOLE COUNTY CONCRETE FOU DATE: 6/12/02 D. 4" MIN. DRAWN BY: DDB FILE NAME: 2129S1.DWG MIN. 2'-9�" SHEET NO: S-1 8'-5, 2>_9 „ x-3/8" DIA. REBAR @ 12" O.C. x 93" LG. (TYP AT BOTTOM) I -2" HOLE FOR CONDUIT IN BASE PLATE -1" CONDUIT TO ELECTRICAL SERVICE i"'L x 4'-0"D JDATION 15 ft MONUMENT SIGN ELEVATION 1 /2"=1 '-0" 54.44 SQ.FT. 3/8" DIA. REBAR @ 12" O.C. 7/8"0 HOLES FOR 3/4"0 ANCHOR BOLTS 3/8" DIA. REBAR @ 12" O.C. 3/4" ELECTRICAL (8 REQ'D) (TYP. TOP & BOTTOM) CONDU IT IID Al I I h y 1 t I I I °I i` I o° I ePI ° G 1D#IID 1 1 D p. oPI I °D °�I PTD IF�1 �I•. 1- �� 1 DP I ° D sI � '1 ° D • I'D e 1. D °I ID °` I D el.' +--+-,-4--4+ D I-°- ,- -F'�°- �- -°--1 ° +P -� E-.` - - .I- +- I �Ie +1 1 °1 I L + I.D�D L. 1.� 1DD.� I °_-LD_.J._1 q L °I DI °I D �1 I I D1P 1 e( I I E I D .I G. -0�° •Ie °D I'D IID ° al D I pJ I e I�+ I- � D PID ° D I°D I I e Di >° I D I p'I° °I n I °eD 4I° �D DID DID. V, L1) D o° D D IL D -1. I' eD°•pI D . -'-4z -+ -9- -4 + I. e eD �.L P- L = L. -1. �. LD_ J . 4" MIN' 5'-5" 14'-0" ID SIGN FOOTING PLAN VIEW 1/2"= 1'-0" FOUNDATION DESIGN NOTES V-6" 2'-92„ 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 2. REINFORCING BARS SHALL BE ASTM A615 GRADE 60 STEEL, 3. CONCRETE BASE WAS DESIGNED USING SOIL -BEARING FORCES OF 2,000 PSF STATIC, 2,660 PSF DYNAMIC, AND 250 LBS./SQ. FT. PER FOOT OF DEPTH LATERAL. IF THESE CONDITIONS DO NOT EXIST, IT IS THE ERECTOR'S RESPONSIBILITY TO HAVE A NEW BASE DESIGNED FOR THE EXISTING SOIL CONDITIONS BY A LICENSED STRUCTURAL ENGINEER. 4. THE FACTOR OF SAFETY AGAINST OVERTURNING IS 1.5 OR GREATER. 5. ANCHOR BOLTS ARE TO BE MANUFACTURED ACCORDING TO AASHTO SPECIFICATION M314-90 GRADE 55. C N I N N I N 0 T NOT WELDED TO STE FRAME BOLT ISTEEL W/ 2"0 SLEE E INSE ALUM. FRAME PLAN SECTION bill T.S. BRIO 8"xE BLO 1" G ME 8"x8"x16" STD. BLOCK COURSE CELLS TO 8E F W/ CONC. ARC PLANTER GRI (T7 3/8" DIA. REBAR CON' @ 12" O.C. SECTION A -A V/ V & I/ . 11"W -I\ I- V.V. x 44" LG. (TYP. A7 BOTTOM) STEEL TUBE F T.S. 8" X 4"X 3/16"THK. 7/8"0 HOLES (4 " STD. CURSE, ALL ) BE FILLED ;. AROUND 2'L x 1'-0"D TI ON 6" ANCHOR BOLT DETAIL I:iA_1 ki\ylI;WT V r71�' N 3/4" X 10" X 14" BASE PLATE STEEL TUBE FRAME T.S. 8" X 4"X 3/16" THK. --� E70 XX (CONT. "W" WELD) •3/4"4 ANCHOR BOLTS ,,-1 1/2" NON -SHRINK GROUT SECTION VIEW BASE PLATE DETAIL 3/4" X 10" X 14" BASE PLATE CLIENT: �i SUNOCO 1807 MARKET STREET PHILADELPHIA, PA. 19103 DESIGN TEAM TITLE: MDM Services, Inc. ENGINEERING & ENVIRONMENTAL 3706 DMG DRIVE LAKELAND, FL. 33807-6930 E.B. # 4857 (863) 646-9130 DESIGN TEAM TITLE: NO. DATE REVISIO DESCRIPTION PREPARED UNDER TH- DIRECT --- S?11:1ERV SION 01: I 2 AUG 2 .\_ RICHARD V FL. P. E. REG 48 CIVIL SITE ADDRESS: 2623 ORLANDO AVE. SANFORD, FLORIDA SEMINOLE COUNTY SCALE: 1'=20'-0" DATE: 6/12/02 DESIGNED BY: DRAWN BY: DDB FILE NAME: 2129S1.DWG CHECKED BY: _ DRAWING TITLE: MONUMENT SIGN DETAILS SHEET NO: S-1 CORRUGATED GATE nANIM C` r (TYP.) (1) PER GATE (Ty P ) TRASH ENCLOSURE — GATE ELEVATION SCALE: 1/2"=V-0" a I V, TROWEL FINISH--\ CONCRETE CAP 3 1/2"x3 1/2"x1/4" x LENGTH REQUIRED TUBE STEEL POST z SOLID WITH GROUT 4. All concrete shall have a slurnp of no greater than 4 (to o (SEE DTL. ON THIS SHT.) within a tolerance of 1".) ... .... ........... ....... _...... ...._..........._.._......_._. 5. All formwork and placement of concrete shall comply with LL'GROUND "DUR-O-WALL" BLOCK good construction practices and be in accordance with w SLOP DOWN LINE REINFORCING MESH all local governing codes, and regulations. E2 V) GROUNp , . _ LINE .' ., U \// /\\/\\ ;// y\\/\ 3-#5 Uc ��� ".a a. "'a �j�j/\j���/ \\/�II II j/\\\�/ `� CONT.(TYP.) G 1 2" 8"o SIDE ELEVATION (TYP.) SCALE: 1/2"=V-0" 8" 10'-0" 8" I- DESIGN TEAM TITLE: DESIGN CRITERIA 8" El El 8"x8"x'I 6" HOLLOW CONCRETE BLOCK W/#8 1.) CODE: 2001 FLORIDA BUILDING CODE ID l I I I 2.) WIND; FBC 1611.2.1, 75 MPH, EXPOSURE C, IMP. FACT. 1.0 8' x 8" BOND 3.) SOILS: DESIGN BEARING CAPACITY (FBC 1818.1) = 2500 PSF _ BEAM W/ 2 #5 ALLOWABLE BEARING CAPACITY (FBC 1818.2) PER (2) 3 1/2"° PIPE BARS GEOTECHNICAL REPORT/INVESTIGATION, BOLLARDS • L' 6" CONC. PAD o REINFORCED W/ COPY PROVIDED HEREWITH = 2500 PSF 1 A 6x6- 10/10 WWF REV/T- '.NING TO '10 FT. PEF OF SANF"URD N0. DATE 4.) ENGINEERED UNIT MASONRY: DESIGNED PER FBC 2122 IN TURNED DOWN SLAB i Q' SITE ADDRESS: 2623 ORLANDO AVE. SAN�ORD, �`Lr,u,RII�..�A SEMINOLE COUNTY 3 1/2"x 3 1/2"x 1 1/4" ACCORDANCE WITH ACI 530-95/ASCE 5-95, SPECIAL DATE: 6/12/02 .4 DESIGNED BY: DRAWN BY: DDE3 INSPECTION REQUIRED (FBC 2122.4) 8' CONCRETE BLOCK -a' SHEET NO: TE -1 FURNISHED BY G.C.El \ W/ 3/4" STUCCO FINISH a p CONCRETE: TO MATCH SALES BUILDING 1. All concrete shall be controlled concrete complying with all ACI 318-8, and shall have a minimum ultimate s #5 VERT. WITH STD. ACI compressive strength at 28 days of 3,000 p.s.i. Provide HOOK (TOP) @ FILLED 3/4' chamfer at all exposed concrete edges. CELLS. SEE PLAN THIS SHEET FOR LOCATION. 2. All reinforcing bars shall be new billet steel, deformed type, - , •. ASTM A-615 Grade 60 (or equal). They shall be field wired in place. 3. All slabs on earth shall be reinforced with welded wire mesh 0j CD (ASTM A185) or fiber mesh concrete as called for on the drawings, I - Q.Qa placed 1 1/2" from top and over any pipes or conduits in slab. 3 1/2" PIPE `-o Minirnun lap shall be 8". BOLLARD FILLED z SOLID WITH GROUT 4. All concrete shall have a slurnp of no greater than 4 (to o (SEE DTL. ON THIS SHT.) within a tolerance of 1".) ... .... ........... ....... _...... ...._..........._.._......_._. 5. All formwork and placement of concrete shall comply with LL'GROUND "DUR-O-WALL" BLOCK good construction practices and be in accordance with w SLOP DOWN LINE REINFORCING MESH all local governing codes, and regulations. E2 V) GROUNp , . _ LINE .' ., U \// /\\/\\ ;// y\\/\ 3-#5 Uc ��� ".a a. "'a �j�j/\j���/ \\/�II II j/\\\�/ `� CONT.(TYP.) G 1 2" 8"o SIDE ELEVATION (TYP.) SCALE: 1/2"=V-0" 8" 10'-0" 8" II II II GATE -MODEL 800 CC AS MF u BY AMERICAN FABRICATING ENGINEERS INC.(TYP) CONTRACTOR SHALL PROVIDE DRILLED POCKETS FOR CANE BOLTS WHEN DOORS ARE IN OPEN POSITION (TYP) TRASH E SCALE: 1/2"= I- DESIGN TEAM TITLE: -- El El El 8"x8"x'I 6" HOLLOW CONCRETE BLOCK W/#8 -ft ID l I I I COURSE (TYP.) I I I F,3" 3'-6" 3'-3 , (2) 3 1/2"° PIPE BOLLARDS • L' 6" CONC. PAD o REINFORCED W/ 1 A 6x6- 10/10 WWF REV/T- '.NING TO '10 FT. PEF OF SANF"URD N0. DATE REVISION DESCRIPTION TURNED DOWN SLAB i SITE ADDRESS: 2623 ORLANDO AVE. SAN�ORD, �`Lr,u,RII�..�A SEMINOLE COUNTY 3 1/2"x 3 1/2"x 1 1/4" DATE: 6/12/02 DESIGNED BY: DRAWN BY: DDE3 El TUBE STEEL PAST DRAWING TITLE: TRASR E1'\JC1L08-[JFIE DETAILS SHEET NO: TE -1 FURNISHED BY G.C.El \ II II II GATE -MODEL 800 CC AS MF u BY AMERICAN FABRICATING ENGINEERS INC.(TYP) CONTRACTOR SHALL PROVIDE DRILLED POCKETS FOR CANE BOLTS WHEN DOORS ARE IN OPEN POSITION (TYP) TRASH E SCALE: 1/2"= 4 - EVERY OTHER COURSE 6. Determine size & location of mechanical equipment and (16" 0/C VERT.) make provisions for bolts, sleeves, pads etc from manufacturers oJ #5 VERT. WITH STD. ACI certified drawings. - HOOK (BOTTOM) © FILLED This work shall be coordinated with the trades involved CELLS. SEE PLAN THIS 7. Membrane curing & sr - SHEET FOR LOCATIONaling compound shall conform to ?. L the latest ASTM specifications. w - - 8. All concrete shall be moist cured a min. of 7 days v - 6" CONCRETE SLAB 6x6 10/10 W.W.M. x 5'-0" _ -- W/6x6 10/10 W.W.M. WIDE TRANSFER R/F co - PERIMETER WALLS -. 3 #5 BAR DONT ENGINEERED UNIT MASONRY: d _ ;ADE - a - 1. Special inspector required per FBC 2122.4. 4• 2. Concrete Masonry Units: Shall be two cell, Type N-1 hollow units a7' - - masonry in accordance with ASTM C 90 and shall have a minimum �'' ' a •' ° A net area compressive strength of 1000 psi when using Type S �I /. �' ,av ° v . A a °•, ° mortor (ASTM C 270) to provide a design compressive ' ®a, strength (f' m) of 1500 psi, The reinforcement shall be Grade 4' ; ,. . 60 and identified in accordance with ASTM A 615. a a 3. Grout: The grout shall have a maximum course aggregate size of 3/8 inch placed at an 8 to 11 inch slump and have a minimum specified compressive strength of 2000 psi at 28 days 24" when tested in accordance with ASTM C 1019, or shall be in accordance with ASTM C 476. 4..,ReinforcerTient Splices: Shall be a minimum of 30 inches for # 5 bars. TRASH ENCLOSURE WALL SECTION 5, Reinforcement Substitutions: Where two #5 bars are required NOT TO SCALE within the some grouted masonry cell or bond bearn, one #7 bar may be substituted. 6. Bending Reinforcement: All reinforcement shall be bent cold, in the shop or in the field, provided the bend diameter, measured on the inside of the bar, is not less than six -bar diameters. Reinforcement partially embedded in concrete shall not be field bent. EXCEPTION: If bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 7. Masonry Cleanouts: Cleanout openings (12 sq. in.) shall be provided for cells containing spliced rein forcernerit when the grout lift (pour) exceeds 5 feet in height. CMU WALL, REINF, AND MOIST. PROTECTION MOISTURE PROTECTION -3/4" �> STUCCO APPLIED TO EXTERIOR WALLS 5 REBAR VERTICAL a W/STD. HOOKS a„ ti TOP 8c BOTTOM STANDARD BLOCK qa 9 GA HORIZ. LADDER TYPE R/F @ 16" V.C., TYP. STANDARD BLOCK '.Q 30" LAP @ FOOTINGS TYPICAL FILLED CELL DETAIL CELL W/ (1) # (1) //5 BAR CONT, (TYP) #5 BAR VERTICLE AT EACH DESIGN TEAM TITLE: CORNER. FILL CELL SOLID WITH GROUT (TYP.) 8"x8"x'I 6" HOLLOW CONCRETE BLOCK W/#8 i DUR-O-WALL EVERY OTHER COURSE (TYP.) 4 - EVERY OTHER COURSE 6. Determine size & location of mechanical equipment and (16" 0/C VERT.) make provisions for bolts, sleeves, pads etc from manufacturers oJ #5 VERT. WITH STD. ACI certified drawings. - HOOK (BOTTOM) © FILLED This work shall be coordinated with the trades involved CELLS. SEE PLAN THIS 7. Membrane curing & sr - SHEET FOR LOCATIONaling compound shall conform to ?. L the latest ASTM specifications. w - - 8. All concrete shall be moist cured a min. of 7 days v - 6" CONCRETE SLAB 6x6 10/10 W.W.M. x 5'-0" _ -- W/6x6 10/10 W.W.M. WIDE TRANSFER R/F co - PERIMETER WALLS -. 3 #5 BAR DONT ENGINEERED UNIT MASONRY: d _ ;ADE - a - 1. Special inspector required per FBC 2122.4. 4• 2. Concrete Masonry Units: Shall be two cell, Type N-1 hollow units a7' - - masonry in accordance with ASTM C 90 and shall have a minimum �'' ' a •' ° A net area compressive strength of 1000 psi when using Type S �I /. �' ,av ° v . A a °•, ° mortor (ASTM C 270) to provide a design compressive ' ®a, strength (f' m) of 1500 psi, The reinforcement shall be Grade 4' ; ,. . 60 and identified in accordance with ASTM A 615. a a 3. Grout: The grout shall have a maximum course aggregate size of 3/8 inch placed at an 8 to 11 inch slump and have a minimum specified compressive strength of 2000 psi at 28 days 24" when tested in accordance with ASTM C 1019, or shall be in accordance with ASTM C 476. 4..,ReinforcerTient Splices: Shall be a minimum of 30 inches for # 5 bars. TRASH ENCLOSURE WALL SECTION 5, Reinforcement Substitutions: Where two #5 bars are required NOT TO SCALE within the some grouted masonry cell or bond bearn, one #7 bar may be substituted. 6. Bending Reinforcement: All reinforcement shall be bent cold, in the shop or in the field, provided the bend diameter, measured on the inside of the bar, is not less than six -bar diameters. Reinforcement partially embedded in concrete shall not be field bent. EXCEPTION: If bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 7. Masonry Cleanouts: Cleanout openings (12 sq. in.) shall be provided for cells containing spliced rein forcernerit when the grout lift (pour) exceeds 5 feet in height. CMU WALL, REINF, AND MOIST. PROTECTION MOISTURE PROTECTION -3/4" �> STUCCO APPLIED TO EXTERIOR WALLS 5 REBAR VERTICAL a W/STD. HOOKS a„ ti TOP 8c BOTTOM STANDARD BLOCK qa 9 GA HORIZ. LADDER TYPE R/F @ 16" V.C., TYP. STANDARD BLOCK '.Q 30" LAP @ FOOTINGS TYPICAL FILLED CELL DETAIL CELL W/ (1) # (1) //5 BAR CONT, (TYP) 4'-0" (MAX) 8 X 8 X 16 C.M.U. (TYP) CLIENT: SUNOCO "1807 MARKET STREET PHILADELPHIA, PA. 19103 DESIGN TEAM TITLE: 4 r 11 a Services, Ina. ENGINEERING & ENVIRONMENTAL. 3706 DMC DRIVE LAKELAND, FL. 33807-6930 E.B. i 4857 (863) 646-9130 DESIGN TEAM TITLE: r i 1 8/'19/0�CI'fY REV/T- '.NING TO '10 FT. PEF OF SANF"URD N0. DATE REVISION DESCRIPTION PREPAREDU�N'1 I, 'fHE DIRECT SUPZR OIJ O1 ; AUG RICHARD R. MU FL. P.E. REG /f 34 1 - CIVIL SITE ADDRESS: 2623 ORLANDO AVE. SAN�ORD, �`Lr,u,RII�..�A SEMINOLE COUNTY SCALE: /2„_ 1 >_ 0„ DATE: 6/12/02 DESIGNED BY: DRAWN BY: DDE3 4'-0" (MAX) 8 X 8 X 16 C.M.U. (TYP) CLIENT: SUNOCO "1807 MARKET STREET PHILADELPHIA, PA. 19103 DESIGN TEAM TITLE: 4 r 11 a Services, Ina. ENGINEERING & ENVIRONMENTAL. 3706 DMC DRIVE LAKELAND, FL. 33807-6930 E.B. i 4857 (863) 646-9130 DESIGN TEAM TITLE: 1 8/'19/0�CI'fY REV/T- '.NING TO '10 FT. PEF OF SANF"URD N0. DATE REVISION DESCRIPTION PREPAREDU�N'1 I, 'fHE DIRECT SUPZR OIJ O1 ; AUG RICHARD R. MU FL. P.E. REG /f 34 1 - CIVIL SITE ADDRESS: 2623 ORLANDO AVE. SAN�ORD, �`Lr,u,RII�..�A SEMINOLE COUNTY SCALE: /2„_ 1 >_ 0„ DATE: 6/12/02 DESIGNED BY: DRAWN BY: DDE3 FILE NAME�__...__�___ 2129 rE1.DWG CHECKED BY: DRAWING TITLE: TRASR E1'\JC1L08-[JFIE DETAILS SHEET NO: TE -1