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Home My WebLink AboutPLANS - PART 1i 6— 10 I I I I I I I 250'-0 (OUT TO OUT OF STEEL) N I 23'-10 25'-0 25'-0 25'-0 25'-0 25'-0 0'-11 ' 23'-1 '0 1 1 i C . 0'-114 Ci CP 10 11 N I 25'-0 25'-0 25'-0 23'-10 0'-114' 23'-1 ' j7C l »A » 0'-112 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I oN I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 0 j »B» »B» „B» »B» »B„ „B„ „B» „B» „B» »B» »B„ o Q I I I I I I I I I I I I O I I I I I I BLD'G "A" I I I I I I I I I I II4 II I ON I I I I I I I I I I I I I I I I I I I I I I I 0'-11 ' 23'-1 ' 0'-114 .. I I I I I I 0'-11 1 23'-11 J. I J. 0'-11 ' N „F» l "G"al »F» I „G»al »F» I 23'-10 25'-0 25'-0 25'- 0 25'- 0 25'-0 25'-0 25'-0 25'-0 23'-10 250'-O (OUT TO OUT OF STEEL) Cb fb 0 d d) b cb 10 11 ANCHOR BOLT SETTING PLAN 1. THIS DRAWING, INCLUDING THE INFORMA7701V HERE, REMAINS THE PROPERTY OF STAR 4. ANCHOR BOLT SIZE DETERMINED BY SHEAR AND TENSION AT STEEL LINE (BOTTOM OF THE BASE REVISED BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR PLATE). BOLT SPACING WILL GENERALLY REQUIRE THE USE OF A BEARING ANGLE, OR 07HER MEANS THE PURPOSE OF EREC77NG THE MATERIAL DESCRIBED IN 774E APPLICABLE ORDER OF SHEAR TRANSFER TO THE CONCRETE. LENGTH OF BOLT AND METHOD OF LOAD TRANSFER TO REVISED DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER FOUNDATION DETERMINED BY FOUNDATION ENGINEER. (NOT BY STAR) PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 5. FOUNDATION MUST BE SQUARE AND LEVEL. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN EREC77NG MATERIALS FOR THIS BUILDING IN CONFORMANCE 6. ALL ANCHOR BOLTS MUST BE TRUE IN SIZE, LOCATION. AND PROJECTION. WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING ALL APPLICABLE STAR ERECT70N GUIDES, AND INDUSTRY STANDARDS - Z PROJECTION SHOWN MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE. 3. MAXIMUM COLUMN REACT70NS PROVIDED MAY NOT BE THE LOAD COMBINATIONS CONTROLLING 8. THIS --DRAWING IS FOR ANCHOR BOLT PLACEMENT ONLY AND IS NOT FOUNDATION DESIGN. THE FOUNDA7ON DESIGN. FOUNDA7701V ENGINEER SHOULD DETERMINE THE COMBINATIONS CONTROLLING THE FOUNDATI0N DESIGN. (MOT BY STAR) 1 REVISED THRU SALES ORDER REVISION J2 REVISED THRU SALES ORDER REVISIONI BASE DETAIL 0 -112 SECTION "A"-, 3"0 ANCHOR BOLTS BASE OF STEEL AT ELEV. 100'-0 1 1 '-2 F 5 BASE DETAIL f 5 SECTION "B " `0 ANCHOR BOLTS BASE OF STEEL AT ELEV. 99'-7 'Z s BASE DETAIL 0'-104 N SECTION "C" 1"0 ANCHOR BOLTS BASE OF STEEL AT ELEV. 100'-0 4 N � N _M BASE DETAIL REF. LINE 0'-111 — N EC TION "F" 4 "0 NCHOR BOL TS BASE OF STEEL AT ELEV. 100'-0 i 10 \ BASE DETAIL \J REF. LINE 0-103 — — N ST, LLCIE COL".��' FIRE DISTRICT �gNED FOR CC - IPLIE'TCE SECTION „G„ 5UBCT TO FIELDS ON S IOET 1 "0 ANCHOR BOLTS n gEVIE G'v D By', _bq - S82 DATE BASE OF STEEL AT ELEV. 100'-0 I CO? 5 / C Id, 7 J°f and REeBVE ; =BY - DATE NOV 10 2004 TYN �'w iiIARK CONSFRUCTi0N CO. REVDATnnNSP r KEPT I v Iol,, I SCABY E® , (' N(� il+1SG�E 4 ..d 11 iN WILL BE REVISED 1 St. Lucie County DENNIS P..WATSON, P.E. 8600 S. I-35 SERVICE ROAD FINISH -FLOOR AT ELEVATION 100'-0 ANY LATER MAILING VOIDS THIS DRAWING. OKLAHOMA 117978 73149 FLORIDA NMA41 10105104 JOB NO. STAR BUILDING SYSTEMS P.O. BOX 94910 10 B 95509 LEZ il/05/04 �� OKLAHOMA'CITY, OK 73143 - IF "%, A RobertsonCeco Company (405) 636-2010 MEMBER BUILDER: CUSTOMER: CHECKED DALE � V � V 1 V 1 MARK CONSTRUCTION COMMERCIAL PROPERTY ASSOCIATES A A R A� A RRB 1118104 LONGWOOD, FL FORT PIERCE, FL DRAWING NO. NOT TO SCALE F1/L. BUILDING DESCRIPTION NOMINAL SIZE: WIDTH LENGTH EA VT HEIGHT (LOW SIDE) BUILDING "A" 160'-0 X 250'-0 X 20'-0 GENERAL NOTES 1) ROOF PANEL 26 GA. DURA-RIB -- ALUM -ZINC 2) WALL PANEL NOT BY STAR 3) ALL FLASH 26 GA. -- STONE GRAY CROSS SECTION C C k A MEMBER DESC. SECTION (dxb x t) (IN) L 8.5C75 8.5X3.25C.075 .750 8.5C92 8.5X3.25C.092 1.00 1 OC75 1 OX2. 75C. 075 1.125 1 OC84 I OX2. 75C. 084 1.125 IOC100 1OX2.75C.100 1.1875 12C80 12X3.25C. 080 1.41 12C88 12X3.25C. 088 1.50 12C 100 12X3.25C.100 1.52 DESC. SECTION ( d x b x t) (IN) L (IN) 8.5Z57 8.5X2.5Z.057 .769 8.5Z64 8.5X2.5Z.064 .781 X8.5Z72 8.5X2.5Z.072 .951 8.5Z80 8.5X2.5Z 080 .965 8. 5Z88 8. 5X2.5Z 088 .978 1 OZ75 1 OX2. 75Z. 075 1.0 1 OZ84 I OX2. 75Z. 084 1.0 1OZ100 1OX2.75Z.100 1.0625 12Z80 12X3.25Z. 080 1.28 12Z88 12X3.25Z. 088 1.35 12Z100 12X3.25Z.100 1.37 DESC. SECTION (dxb x t) L IN (IN) ( ) 8.5E75 8.5X3.25C.075 .750 8.5E92 8.5X3.25C.092 1.00 1OE84 1OX3.25C.084 1.19 lOE84 IOX3.625C.084 1.25 12E80 12X3.25C. 080 1.41 12E88 12X3.25C. 088 1.50 12E100 12X3.25C.100 1.52 MATERIALS ROOF SLOPE MATERIAL PROPERTIES OF STEEL BAR, PLATE AND SHEET USED IN THE FABRICATION OF BUILT-UP PRIMARY AND SECONDARY STRUCTURAL FRAMING MEMBERS CONFORM TO ASTM A529, ASTM A572, ASTM A1011 SS, OR ASTM A1011 HSLAS WITH A MINIMUM YIELD POINT OF 50 KSI. 1: 12 MATERIAL PROPERTIES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A992, ASTM A529, OR ASTM A572 WITH A MINIMUM SPECIFIED YIELD POINT OF 50 KSI. HOT ROLLED ANGLES, OTHER THAN FLANGE BRACES, CONFORM TO ASTM A36 MINIMUM. MARK NUMBER DJ (DOOR JAMB) DH (DOOR HEADER) GC (CEE MEMBER) Z (PURLIN) Z (GIRT) E (EA VE STRUT) HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM A500 GRADE B. MINIMUM YIELD POINT IS 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A1011 SS GRADE 55, OR ASTM A1011 HSLAS CLASS 1 GRADE 55, WITH A MINIMUM YIELD POINT OF 55 KSI. SPECIFI CA TIONS MATERIALS SUPPLIED BY STAR BUILDING SYSTEMS FOR THIS BUILDING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORDER DOCUMENTS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS SUCH AS, BUT NOT LIMITED TO, CUTTING OR REMOVAL OF GIRTS, ROD BRACING, OR FLANGE BRACES SHOWN ON THESE ERECTION DRAWINGS OR THE ADDITION OF OTHER CONSTRUCTION MATERIAL OR LOADS WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. ANY STRUCTURAL FIELD MODIFICATIONS MUST BE UNDER THE DIRECTION OF A LICENSED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. STAR BUILDING SYSTEMS WILL ASSUME NO RESPONSIBILITY FOR LOADS OTHER THAN THOSE SPECIFIED IN THE ORDER DOCUMENTS. MATERIALS HAVE BEEN DESIGNED WITH STAR BUILDING SYSTEMS' STANDARD DESIGN PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES., AMERICAN INSTITUTE OF STEEL CONSTRUCTION: 'SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS'; ALLOWABLE STRESS DESIGN. THE BUILDING CODE AS SPECIFIED ON THE ENGINEERING DESIGN CRITERIA SHEET. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL ". STAR BUILDING SYSTEMS LOCKEFORD, CA PLANT HAS BEEN ISSUED A CERTIFICATE OF APPROVAL NUMBER 1183 BY THE DEPARTMENT OF BUILDING AND SAFETY OF THE CITY OF LOS ANGELES AS AN APPROVED FABRICATOR OF STRUCTURAL STEEL. ALL STAR PLANTS ARE ACCREDITED BY THE INTERNATIONAL ACCREDITATION SERVICE (IAS) UNDER THEIR FABRICATOR INSPECTION PROGRAM. ACCREDITATION NUMBERS ARE FA-277 FOR THE LOCKEFORD, CA PLANT FA-175 FOR THE MONTICELLO, IA PLANT, AND FA-407 FOR THE ELIZABETHTON, IN PLANT. SPECIAL INSPECTIONS ARE NOT REQUIRED, PER 1701.7 OF THE 1997 UNIFORM BUILDING CODE, AND 1704.2.2 OF THE 2000 INTERNATIONAL BUILDING CODE. STAR BUILDING SYSTEMS FACILITIES AT 'OKLAHOMA CITY, OK, LOCKEFORD, CA, MONTICELLO, IA, AND ELIZABETHTON, TN ARE CERTIFIED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION IN CATEGORY MB. ALL WELDING IS PERFORMED IN ACCORDANCE WITH AWS D1.1. UNLESS OTHERWISE CALLED FOR ON THE ORDER DOCUMENTS. UNLESS NOTED ON THE ERECTION DRAWINGS, NO FIELD WELDING IS REQUIRED. WHERE FIELD WELDING IS SPECIFIED THE BUILDER/CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHODS AND PROCEDURES TO FULFILL WELD REQUIREMENTS. STAR Rull DING SYSTEMS IS NOT RESPONSIBLE FOR WELDMENT SURFACE PREPARATION EXCEPT AS INSPECTION/JOBSI TE SPECIAL SHOP AND ALL FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR UNLESS SPECIFIED OTHERWISE IN THE ORDER DOCUMENTS. FIELD INSPECTION MAY BE SPECIFIED BY THE APPLICABLE BUILDING CODE AND/OR THE STATE OR LOCAL JURISDICTION, NOT BY STAR. STAR BUILDING SYSTEMS IS NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, JOB SITE INSPECTION, OR ERECTION MONITORING. SITE SPECIFIC CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. REVISED BUILDER/CONTRACTOR RESPONSIBILITIES STAR'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE ORDER DOCUMENTS, STAR'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN. THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR OVERALL PROJECT COORDINATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ERECTION OF STEEL AND ALL ASSOCIATED WORK IN COMPLIANCE WITH STAR DRAWINGS. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECTION WILL BE DETERMINED, FURNISHED AND INSTALLED BY THE BUILDER/CONTRACTOR. ALL INTERFACE AND COMPATIBILITY OF ANY MATERIALS NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF AND TO BE COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN CRITERIA CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE ORDER DOCUMENTS, STAR ASSUMPTIONS WILL GOVERN. WHERE DISCREPANCIES EXIST BETWEEN STAR DRAWINGS AND THE PLANS OF OTHER TRADES, STAR DRAWINGS SHALL GOVERN. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE BUILDER/CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION ARE BASED ON ORDER DOCUMENTS AS OF THE DATE OF THESE DRAWINGS. THESE DOCUMENTS SHALL DESCRIBE THE MATERIAL SUPPLIED BY STAR BUILDING SYSTEMS AS OF THE DATE OF THESE DRAWINGS. ANY CHANGES TO THE ORDER DOCUMENTS AFTER THIS DATE WILL VOID THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE GOVERNING BUILDING AUTHORITY OF ALL CHANGES TO THE ORDER DOCUMENTS WHICH RESULT IN CHANGES TO THE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTNENT SAFETY RULES AND REGULATIONS AND OSHA STANDARDS AS APPLICABLE. SUPPLYING DESIGN DATA AND DRAWINGS SEALED BY A LICENSED ENGINEER, FOR MATERIALS SUPPLIED BY STAR, DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT STAR OR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. NEITHER STAR NOR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT THESE DRAWINGS AND DESIGN DATA ARE SEALED AS CERTIFICATION THAT THE MATERIALS FURNISHED BY STAR ARE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE ORDER DOCUMENTS. DESIGN CONSIDERATIONS OF ANY MATERIALS NOT FURNISHED BY STAR AND FOR THE OVERALL PROJECT ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND DESIGN PROFESSIONALS OTHER THAN STAR UNLESS SPECIFICALLY INDICATED OTHERWISE. APPROVAL OF STAR DRAWINGS AND DESIGN DATA AFFIRMS THAT STAR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE ORDER DOCUMENTS AND CONSTITUTES BUILDER/CONTRACTORS ACCEPTANCE OF STAR'S INTERPRETATION OF THE ORDER DOCUMENTS AND OF STAR'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION, AND QUALITY CRITERIA STANDARDS AND TOLERANCES. MASONRY AND TILT -UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE, PLUMB AND LEVEL. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED. SHORTAGES MUST BE REPORTED TO STAR WITHIN 15 DAYS OF DELIVERY. WHERE SHOWN IN STAR'S STRUCTURAL CALCULATIONS, LATERAL STABILITY OF ENDWALLS AND LONGITUDINAL STABILITY OF SIDEWALLS RELY ON DIAPHRAGM ACTION OF THE WALL PANELS PROVIDED BY STAR. REMOVAL OF THESE WALL PANELS CAN RESULT IN LESS THAN THE MINIMUM LENGTH OF WALL PANELS REQUIRED AND WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. THE FIELD INSTALLATION OF X-BRACING OR OTHER MEANS TO PROVIDE LATERAL STABILITY MAY BE REQUIRED AS A RESULT OF THE REMOVAL OF WALL PANELS. DEFLECTION NOTES THE MATERIAL SUPPLIED BY STAR HAS BEEN DESIGNED WITH THE FOLLOWING MINIMUM DEFLECTION CRITERIA. THE ACTUAL DEFLECTION MAY BE LESS DEPENDING ON ACTUAL LOAD AND ACTUAL MEMBER LENGTH. THE FRAME SIDESWAY FOR WIND LOADING IS BASED ON A 10 YEAR MEAN OCCURRENCE WIND INTERVAL. ROOF PURLINS WALL PANELS LIVE L / 150 TOTAL WIND-L / 90 SNOW-L / 150 WALL GIRTS WIND-L / 120 TOTAL WIND-L / 90 TOTAL GRAVI TY L / 150 ENDWALL COLUMNS TOTAL UPLIFT L / 120 TOTAL WIND L / 120 FRAME/PORTAL FRAME SIDESWAY ROOF RAFTERS FRAME LIVE H / 90 LIVE L / 180 FRAME SNOW-.H / 90 SNOW-L / 180 FRAME WIND H / 50 WIND-L / 150 FRAME SEISMIC-H / 50 TOTAL GRAVITY_L / 180 FRAME CRANE H / 0 TOTAL UPLIFT L / 150 FRAME TOTAL WIND-H / 50 FRAME TOTAL SEISMIC-H / 50 ROOF PANELS FRAME TOTAL GRAVI TC H / 90 LIVE L / 150 PORTAL TOTAL WIND-H / 60 SNOW L / 150 PORTAL TOTAL SEISMIC H / 50 TOTAL UPLIFT L / 120 ALL DEFLECTION AND SIDESWAY LIMITS SHOWN ARE AT SERVICE LOADS UNLESS I ND I CATED OTHERWISE. ENGINEERING DESIGN CRITERIA BUILDING CODE FLORIDA 2001 BUILDING END USE COMMERCIAL CLASSIFICATION OF BUILDING STANDARD IMPACT LOADS NONE DEAD LOAD (STAR MATERIAL) 4.0 PSF AV R GE F PANELS, PURLINS, (AVERAGE AND FRAMES) WEIGHT COL5.0 PSF (TOTAL) SPRINKLER 0.0 PSF CEILING (NON -PLASTER) 0.0 PSF LIGHTS 0.0 PSF OTHER 5.0 PSF FIXED SERVICE EQUIPMENT NONE DESIGNED ROOF LIVE LOAD 12.0 PSF (PURLINS) COLUMN LINES 1 - 9 12.0 PSF (FRAMES) GROUND SNOW LOAD NONE WIND SPEED 130.0 MPH IMPORTANCE FACTOR, WIND 1 WIND EXPOSURE B BUILDING DESIGNED OPEN INTERNAL PRESSURE COEFFICIENT +/- 0.00 (GCPI) ENGINEERING NOTES "BRACING SIZE" AS NOTED ON ENGINEERING DOCUMENTS AND ERECTION DRAWINGS DENOTES THREAD DIAMETER FOR ROD BRACING AND WIRE STRAND CABLE DIAMETER FOR WIRE STRAND CABLE BRACING'. ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG -TIGHTENED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 23, 2000 ". PRETENS I ON I NG METHODS, INCLUDING TURN -OF -NUT AND CAL I BRA TED WRENCH ARE NOT REQUIRED. THE MATERIALS SUPPLIED BY STAR BUILDING SYSTEMS ARE DESIGNED FOR BUILDING(S) A & B TO BE CLASSIFIED AS OPEN OR ENCLOSED, PER THE SPECIFIED BUILDING CODE. IF ALL WALLS ARE ENCLOSED IN THE FUTURE, THE MATERIAL SHALL ATTACH TO STAR'S FRAMING TO ADEQUATELY TRANSFER ALL LOADS TO THE MAIN FRAMING SYSTEM (RIGID FRAMES AND ROD BRACING). THE MAXIMUM WEIGHT OF ANY FUTURE WALL ENCLOSURE MATERIAL IS 3 PSF. ANY FUTURE CONSTRUCTION THAT DOES NOT LEAVE THE BUILDING CL ASS I F I ED AS OPEN OR ENCLOSED, PER THE SPECIFIED BUILDING CODE, OR EXCEEDS A WEIGHT OF 3 PSF, COULD VOID WARRANTIES AND CERTIFICATIONS AS THEY APPLY TO THE MATERIAL SUPPLIED BY STAR. PRODUCT APPROVAL NUMBERS FOR THE STATE OF FLORIDA, DEPARTMENT OF COMMUNITY AFFAIRS PER PRODUCT RULE 98-72 1. PANEL WALLS FL3093.1 26 GA. DURARIB WALLS FL3093.2 24 GA. DURARIB WALLS FL3093.3 26 GA. STARMARK WALLS FL3093.4 24 GA. STARMARK WALLS J. ROOFING PRODUCTS FL3088.1 26 GA. DURARIB ROOFS FL3088.2 24 GA. DURARIB ROOFS FL3088.3 24 GA. STARSHIELD ROOFS FLJ088.4 22 GA. STARSHIELD ROOFS 7. STRUCTURAL COMPONENTS FL3094.1 STRUCTURAL ZEE SECTIONS FL3094.2 STRUCTURAL CEE SECTIONS RECEINiEE) NOV 12 2004 MARK CONSTRUCTIO14 C'0, REVISED DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD FOR PERMIT PURPOSES FLORID�MP.E.I17908 73149 REVISED THRU SALES ORDER REVISION#7 LEZ 11105104 _ A. STAR BUILDING SYSTEMS P.O. BOX 94910 OKLAHOMA CITY. OK 73143 A RobertsonCeco Company (405) 636-2010 JOB NO. 10 B 96509 MEMBER MBMA ' V 1 V' V' BUILDER: CUSTOMER: MARK CONSTRUCTION COMMERCIAL PROPERTY ASSOCIATES LONGWOOD, FL FORT PIERCE, FL CHECKED RRB DATE 11110104 DRAWING NO. El ENG. REVIEW DPW ♦ - DENOTES.- CLIP LOCATION CL293 AT 82 AND 10" PURLINS CL995 AT 12" PURLINS B �}— DENOTES PIPE STRUT ATTACHED WITH 43"0 X 121' A325 BOLTS. $ DENOTES TUBE STRUT. ATTACHED WITH a "0 X 12 " A325 BOLTS. X DENOTES: PURLIN OR GIRT STRUT. ro7 o- 0 I I I I I ( 8� (� 10 11 ROOF FRAMING PLAN 0 I h 2L 2L p��u- )(N"010> >) 1IN DENOTES. PIPE STRUT. ATTACHED WITH 4"Q X 1 " A325 BOLTS. NJ14R (162) N✓1 (16) NW49 (87) N✓22 1' 21 23' 10 25'-0 25' 0 25'-0 25'-0 25'-0 I 25'-0 1 25'-0 25'-0 23'-10 1'-2 CIB C1DA ClDE C1DC C1DB C1DD C1DA C1DA C1DC C1DB C1B ELEVATION "A" (162) NJl (16) NW31 (87) NJ22 NJ14R (87) NG71 I'-2� 23'-10 25'-0 25'-0 25'-0 11 CIA 10 C1C8 cb C1CC (A) C1CA 6 C1CA 25'- 0 -1 25'- 0 1 25'-0 1 25'- 0 d) d) b C1CD C1CB C1CC ELEVA TION "C" NJ14L NJ14L 25'-0 -1- 23'-10 1'-2 bb CIA (3l� `� V NLP1 (6) NM50 (6) N (6) NW49A (6)NW49ANW4499) NL63 A (92) NL63 (2 NJ14L 12 1 F- (5) V21 (2)V22 R1BB R1AB (5)V21 (2)V22 R1BA NJ14L cb C1B dD C1A R1AA (6) NM50 (6)NW49A (92') NL63 1 (5)V21 (2)V22 R1AB OPEN TO ROOF LINE TO REMAIN OPEN 160'- 0 ELEVATION "D" NLPI OPEN TO ROOF LINE FOR CONSTRUCTION (NOT BY STAR) 160'- 0 ELEVA TION "B" R1BC (5)V21 (2)V22 I (6) NM50 (6) NW49A (9z) NL 63 R1AA mm dD CIA P W1,00 NJ14R NJ14R tv 4 w ^ L A325 BOLTS SECTION "A2/E5" X2 X TS (4)4„oX 12, A325 BOLTS FRAME COLUMN DETAIL "A3/E5" TAL FRAME TER AME 01� REVISED DENNIS P. WA TSON, P. E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 5,-OTC _I 5,-0� 5'_p� 5'-01� 5 -0j 5 -04 5 -01' 5'-01� 5'-0, 5'-0 4'-5 5'-0� 5'-OTC 5'-Oil 5'-0�6 3'-5fj 4'-94 4'-94 3 -O6� 3 -5 PANEL X FB2 F. S. 15'-0 SPLICE BOLT TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS A (10) 4 X 2 A325 B&N 0 0 B (8) 4 X 22 A325 B&N 0 0 C (14) 4 X 2 A325 B&N 0 0 D (4) 2 X 14 A325 B&N 4 0 E (12) 4 X 2 A325 B&N 0 0 12 5'-0d 5'-Orl 5'-03 Td 5'-0lj 5'-0 li 5'-0fj 5'-0fi 5'-0fi 5'-0fj 5'-0d 5'-0fj 5'-0 T6g 5'-0d 5'-0d 4'-5 3-5.3=p8 4-94 4'-91J 3'-5M7 PANEL X FB23 FB16 F918 FB2B FB2A FBS F. S. oo F. S. F.S F.S F91A F.S. FB2A FB2A F S. FB2A FBJ . S. F.S. ❑ F. S FS FB2A FBI FB2A F S FB 1 F. S. F S F. S. F. S. E p C C 154'-121 O FL. V. NO TES: I. THIS DRAWING, INCLUDING THE INFORMA77ON HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN 7HE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WI7H THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES AND INDUSTRY STANDARDS. h 160'-0 OUT/OUT OF STEEL CROSS SECTION AT FRAME LINE " 1 & 11 " FB2 F.S. i� 15'-0 0 \ I on F -REVISE® DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 REVISED 7 REVISED THRU SALES ORDER REVISIONJ� I.EZ 11105104 � y STAR BUILDING SYSTEMS P.O. BOX 94910 OKLAHOMA CITY, OK 73143 A RobertsonCeco Company (405) 636-2010 JOB N 1 0 B 96509 MEMBER BUILDER: CUSTOMER: MARK CONSTRUCTION COMMERCIAL PROPERTY ASSOCIATES LONGWOOD, FL FORT PIERCE, FL -� M R A A Q V 1 CHECKED RRB�1/14 DATE DRAWING No. E6 N GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 12 0 5'_0 5'— 0 5'-0 51-0 5'-04 5'—OAT 5'—O 5'-0 5'-0 5'-0 5'-0 5'—O 5'— 0 5'-0 5'— 0 5'— 0 5,-0� 5 � �' S'-0� 5'-0 5'-0 5'-0� 5'-0 5'-0 5 4 _5 5'_0j 5'-04 5'-0j 51_0 4'-5 3'-5 3'-08 4'-9 4•_ 3'-5, 4 —9 4 —9 3'-08 3 — F31F FB1B FB3A F83A F92D FB 1 E N.SBIF. S N.S./F. S N.S. /F. S oa F. S. N. S N. S./F. S FB2C F92C N.S,/F.S FB2C N.S.IFS N.S./F.S FB1D N.S./F.S N.S./F.S FB 1 C N S./F. S I N N 15'-0 go FL. 1 1 152'— h 160'-0 OUT/OUT OF STEEL FB1E FB1E N. S. IF-. S FB2C N S. IF-. S N. S. IF. S CROSS SECTION AT FRAME LINES "2-10" ate I N N FB2C FB2C N. S IF.S FB70 N.S/F.S FB1C N.S./F.S N.S/F.S 0 15'— 0 BRACKET SPLICE BOL T TABLE CONN. QTY. SIZE TYPE HARDENED BE WASHERS WA A (16) 1 X 3 A325 B&N 0.0 0 8 (4) 1 X 2 A325 B&N 0.0 0 1 1'- 38 1841 84 1 -38 21'-0a J �4 d l ) CROSS SECTION AT PORTAL FRAME 10 NO TES: 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES AND INDUSTRY STANDARDS. BRACKET GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. D EE DENNIS P. WATSON, P.E 8600 S. I-35 SERVICE ROAD FOR PERMIT PURPOSES FLORIDAMP.E.I179OK 78 73149 REVISED 7 REVISED THRU SALES ORDER REVISIONf07 I.E.Zj 11105104 STAR BUILDING SYSTEMS P.O. BOX 94910 -d� OKLAHOMA CITY, OK 73143 " A RobertsonCeco Company (405) 636-2010 BUILDER: CUSTOMER: MARK CONSTRUCTION COMMERCIAL PROPERTY ASSOCIATES CHECKED DA7E RRB 11110104 LONGWOOD, FL FORT PIERCE, FL NOT TO SCALE 10 B 96509 MBMA WING NO. EB/L 4 4 4 Q 4 4 4 4 4 gnt'-in 0- o- o- o- IN o- C B p A 50'-0 -- - 50,-0 50,-0 50'-0 149.-10 50,-0 22'-0 27'-6 1'-6 1 ll-2 I I BLD'G '"C" I rn I I I 1.5 I 2.5 I 1 3.5 I 4.5 I 5.5 6.5 24'-2 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 l'-2 3»U» X„ I �y „�„ »X» I »v„ »X» I� I „V„ »X„ I C, V »M„ D»B , D ,K„ »L„ „0» „E„ 0-112 — — — - 3 I , - I BUILDING I I �I� I t94, I I REFERENCE I 941 23'-51 I I I I I Q I »�» I I I CN N I I I I I I I h L0 I I I I I I I II I jI BL57G "A" I I BLD'G 'B" I I I I I ZLIS •I „ H 0 »H» „H» „ „ G I 1 I I I I I I I I I I I o 4-77 0 tel I I I � I � I I I I I I I I I „^„ „ 0 � I p I 0 I I 0: I 0 I 0: I I I I I I °pN I a�N I I I I I I N I BUILDING 0 �r 1 REFERENCE »�» LINE 941, 25'-51 9a I. I I v I N �• • �• 0'- 7"21 I •I I 0'-112 I I I I I I I 0'-112 I .. 0-112 I . . „L „ „B » »L » »B„ »L » „B » »L » »B » »L » 3 T» »L »� „� 2l'-6 »E» 17'-6 31'-8 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 1'-9 12'-0 22'-6 2'- 2T-0 11'-0 22'-0 27'-6 1'-6 301 -10 351'-8 OUT/OUT OF STEEL b 25 3.5 4.5 cb 5.5 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR 4. ANCHOR BOLT SIZE DETERMINED BY SHEAR AND TENSION AT STEEL LINE (BOTTOM OF THE BASE REVISED BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR PLATE). BOLT SPACING WLL GENERALLY REQUIRE THE USE OF A BEARING ANGLE, OR OTHER MEANS THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER OF SHEAR TRANSFER TO THE CONCRETE. LENGTH OF BOLT AND METHOD OF LOAD TRANSFER TO DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER FOUNDA77ON DETERMINED BY FOUNDAT70N ENGINEER. (NOT BY STAR) PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS 2. THE GENERAL CONTRACTOR AND70R ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP IN EREC77NO MATERIALS FOR THIS BUILDING IN CONFORMANCE K17H THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR EREC77ON GUIDES, AND INDUSTRY STANDARDS. J. MAXIMUM COLUMN REAC7701VS PROVIDED MAY NOT BE THE LOAD COMBINA7TONS CONTROLLING THE FOUNDA77ON DESIGN. FOUNDA77ON ENGINEER SHOULD DETERMINE THE COMOINA77ONS CONTROLLING THE FOUNDA77ON DESIGN. (NOT BY STAR) 5. FOUNDAT70N MUST BE SQUARE AND LEVEL. 6. ALL ANCHOR BOLTS MUST BE TRUE IN SIZE, LOCAT70N AND PROJECTION. 7. PRO✓EC77ON SHOWN MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE 8. THIS DRAWING IS FOR ANCHOR BOLT PLACEMENT ONLY AND IS NOT FOUNDA77ON DESIGN. b 6.2 6.8 b cb REVISED THRU SALES ORDER REVISION # .3. •1CF 10/14104 E O STAR BUILDING SYSTEMS A RobertsonCeco Company BUILDER: MARK CONSTRUCTION CHECKED DATE JCF 10114104 LONGWOOD, FL ANCHOR BOLT SETTING PLAN FINISH FLOOR AT ELEVATION 100'-0 ANY LATER MAILING VOIDS THIS DRAWING. DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 7,5149 FLORIDA P.E. 17978 JOB NO. P.O. BOX 94910 OKLAHOMA CITY, OK 73143 (405) 636-2010 CUSTOMER: COMMERCIAL PROPERTY ASSOCIA TES FORT PIERCE, FL 10 B 96506 MEMBER -------------� MBMA DRAWING NO. F NOT TO SCALE 1'-5 9 1 1'-1 1'-11 1'-1 1'-9 I 1'-3 1'-3 3 23 3 23 44 51 3 23 3 23 3 24 51 51 5 51 Et i IO N til CO N N N N O N I N p N N I M I o0 00 ,I I O N O N N N N N BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL 0'-112 0'-11 1 BUILDING REFERENCE 1 '-04 0'-111 0'-11 1 3 51 51 51 51 O LINE SECTION "A" SECTION "B" SECTION "C" SECTION "D" SECTION "E" SECTION "F" SECTION "G" SECTION "H" 1 "0 ANCHOR BOLTS 1 "0 ANCHOR BOLTS 14 "0 ANCHOR BOLTS 1 "0 ANCHOR BOLTS 4 " 0 ANCHOR BOL IS 1 "0 ANCHOR BOL IS 1 "0 ANCHOR BOLTS 4"0 ANCHOR BOL IS BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'—O BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 99'-6 BASE OF STEEL AT ELEV. 99'-6 1'-2 0'-10 0'-10 1'-1 1'-51 1'-1 1' —51 5 5 2 2 2 2 3 23 3 23 3 23 3 23 3 23 N O O 00 Mc My DO N N CCN � N DO —A FN N O N O N N N NE[ N N BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL BASE DETAIL 5 5 0'-113 1'-03 0'-11 1 _71 — _ _ _ _ _N N N � N N N SECTION "l" SECTION "J" SECTION "K" SECTION "L" SECTION "M" SECTION "N" SECTION "0" SECTION "P" 4" 0 ANCHOR BOLTS 4" 0 ANCHOR BOLTS 1 "0 ANCHOR BOLTS 4" 0 ANCHOR BOLTS 4"0 ANCHOR BOL IS 1 "0 ANCHOR BOLTS 1 "0 ANCHOR BOL IS 1 "0 ANCHOR BOLTS BASE OF STEEL AT ELEV. 99'-6 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 1 '-521 0'-10 1'-5 1 9 1'-1 3 F24 2 21 3 23 3 23 3 23 O_ CNN N N I I 00 o NEO oSLOPE b N N 3 BASE DETAIL FINISH FLOOR AT ELEVAT70N 100'-0 1 BASE DETAIL 0'-11 BASE DETAIL BASE DETAIL BASE DETAIL 1 I BUILDING I BUILDING 1 —1 2 2 6 REFERENCE 0 —11 REFERENCE 0 —11 1 REFERENCE 0'-111 \ �� LINE LINE LINE I ANY LATER MAILING VOIDS THIS DRAWING. — N = — N "N A SECTION "Q" SECTION "T" SECTION "U" SECTION "V" SECTION 1 "0 ANCHOR BOLTS 2 "0 ANCHOR BOLTS ill0 ANCHOR BOL TS 1 "0 ANCHOR BOL TS 4" 0 ANCHOR BOL IS I=_ BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 BASE OF STEEL AT ELEV. 100'-0 CO REVISED l DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 ` — 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR 4. ANCHOR BOLT SIZE DETERMINED BY SHEAR AND TENSION AT STEEL LINE (BOTTOM OF THE BASE BUILDING SY37EMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR PLATE). BOLT SPACING WILL GENERALLY REQUIRE THE USE OF A BEARING ANGLE, OR OTHER MEANS THE PURPOSE OF EREC77NG THE MATEDESCRIBED IN THE APPLICABLE ORDER OF SHEAR 7RANSFER TO THE CONCRETE. LENGTH OF BOLT AND METHOD OF LOAD TRANSFER TO DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER FOUNDA77ON DETERMINED BY FOUNDATION ENGINEER. (NOT BY STAR) OUT PRIOR WRIT7EN APPROVAL OF STAR BUILDING SYSTEMS. PURPOSE WITH5. FOUNDATION MUST BE SQUARE AND LEVEL. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURA7E, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE 6. ALL ANCHOR BOLTS MUST BE TRUE IN SIZE, LOCATION AND PROJEC770N. 07H THIS DRAWNG, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR EREC77ON GUIDES, AND 1NDUS7RY STANDARDS. 7PROJEC77ON SHOWN MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE J. MAXIMUM COLUMN REAC7701VS PROWOED MAY NOT BE THE LOAD COMBINATIONS CONTROLLING B. THIS DRAWING IS FOR ANCHOR BOLT PLACEMENT ONLY AND IS NOT FOUNDATION DESIGN, 7HE FOUNDA7ION DESIGN. FOUNDA77ON ENGINEER SHOULD DETERMINE THE COMBINATIONS CONTROLLING THE FOUNDA77ON DESIGN, (NOT BY STAR) REVISED 3 REVISED THRU SALES ORDER REVISION # J. JCF 1 10114104 A. P.O. BOX 94910 �A.'. STAR BUILDING SYSTEMS OKLAHOMA CITY, OK 73143 A RobertaonCeco Company (405) 636-2010 guts Ivu. 10 B 96506 MEMBER BUILDER: CUSTOMER: MARK CONSTRUCTION COMMERCIAL PROPERTY ASSOCIATES LONGWOOD, FL FORT PIERCE, FL --�— M B M A CHECKED JCF DATE 10114104 DRAWING N0. F2�L NOT TO SCALE BUILDING DESCRIPTION NOMINAL SIZE: WIDTH LENGTH EAVE HEIGHT ROOF SLOPE (LOW SIDE) BUILDING "A" 201'-4 X 30l'-10 X 24'-0 .5:12 BUILDING "B" 201'-4 X 51'-0 X 14,-0 .5:12 BUILDING "C" 70'-0 X 201'-10 X 21'-1 .5:12 GENERAL NOTES 1) ROOF PANEL 24 GA. STARSHIELD -- ALUM -ZINC 2) WALL PANEL 26 GA. DURA-RIB -- STONE GRAY 3) ALL FLASH 26 GA. -- STONE GRAY CROSS SECTION 11 d C k A MEMBER MARK NUMBER DESC. SECTION ( d x b x t) (IN) L (IN) DJ (DOOR JAMB) DH (DOOR HEADER) GC (CEE MEMBER) 8.5C75 8.5X3.25C.075 .750 8.5C92 8.5X3.25C.092 1.00 1 OC75 1 OX2. 75C. 075 1.125 1 OC84 1 OX2. 75C. 084 1.125 1 OC 100 1 OX2. 75C.100 1.1875 12C80 12X3.25C. 080 1.41 12C88 12XJ. 25C. 088 1.50 12C 100 12X3.25C.100 1.52 DESC. SECTION ( d b x t) (IN) Z (PURLIN) Z (GIRT) 8.5Z57 8.5X2.5Z.057 .769 8.5Z64 B.5X2.5Z.064 .781 8.5Z72 8.5X2.5Z 072 .951 8.5Z80 8.5X2.5Z.080 .965 8.5Z88 8.5X2.5Z.088 .978 1 OZ75 1 OX2. 75Z. 075 1.0 1 OZ84 1 OX2. 75Z. 084 1.0 1OZ100 IOX2.752.100 1.0625 12ZBO 12X3.25Z.080 1.28 12Z88 12X3.25Z. 088 1.35 12Z100 12X3.25Z.100 1.37 DESC. SECTION ( d x b x t) (IN) (iL L (EAVE STRUT) 8.5E75 8.5X3.25C.075 .750 8.5E92 8.5X3.25C.092 1.00 1OE84 1OX3.25C, 084 1.19 lOE84 10X3.625C.084 1.25 12E80 12X3.25C. 080 1.41 12E88 12X3.25C. 088 1.50 12E100 12X3.25C.100 1.52 MA TERIALS MATERIAL PROPERTIES OF STEEL BAR, PLATE AND SHEET USED IN THE FABRICATION OF BUILT-UP PRIMARY AND SECONDARY STRUCTURAL FRAMING MEMBERS CONFORM TO ASTM A529, ASTM A572, ASTM A1011 SS, OR ASTM A1011 HSLAS WITH A MINIMUM YIELD POINT OF 50 KSI. MATERIAL PROPERTIES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A992, ASTM A529, OR ASTM A572 WITH A MINIMUM SPECIFIED YIELD POINT OF 50 KSI. HOT ROLLED ANGLES, OTHER THAN FLANGE BRACES, CONFORM TO ASTM A36 MINIMUM. HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM A500 GRADE B. MINIMUM YIELD POINT IS 42 KS/ FOR ROUND HSS AND 46 KSI FOR RECTANGULAR HSS. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A1011 SS GRADE 55, OR ASTM A1011 HSLAS CLASS 1 GRADE 55, WITH A MINIMUM YIELD POINT OF 55 KSI. SPECIFICA TIONS MATERIALS SUPPLIED BY STAR BUILDING SYSTEMS FOR THIS BUILDING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORDER DOCUMENTS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS SUCH AS BUT NOT LIMITED TO, CUTTING OR REMOVAL OF GIRTS, ROD BRACING, OR FLANGE BRACES SHOWN ON THESE EREC77ON DRAWINGS OR THE ADDITION OF OTHER CONSTRUCTION MATERIAL OR LOADS WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. ANY STRUCTURAL FIELD MODIFICATIONS MUST BE UNDER THE DIRECTION OF A LICENSED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. STAR BUILDING SYSTEMS WILL ASSUME NO RESPONSIBILITY FOR LOADS OTHER THAN THOSE SPECIFIED IN THE ORDER DOCUMENTS. MATERIALS HAVE BEEN DESIGNED WITH STAR BUILDING SYSTEMS' STANDARD DESIGN PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDA77ONS OF THE FOLLOWING ORGANIZATIONS AND CODES: AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", ALLOWABLE STRESS DESIGN. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" ALLOWABLE STRESS DESIGN. THE BUILDING CODE AS SPECIFIED ON THE ENGINEERING DESIGN CRITERIA SHEET. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL". STAR BUILDING SYSTEMS LOCKEFORD, CA PLANT HAS BEEN ISSUED A CERTIFICA7E OF APPROVAL NUMBER 1183 BY THE DEPARTMENT OF BUILDING AND SAFETY OF THE CITY OF LOS ANGELES AS AN APPROVED FABRICATOR OF STRUCTURAL STEEL. ALL STAR PLANTS ARE ACCREDITED BY THE INTERNATIONAL ACCREDITATION SERVICE (IAS) UNDER THEIR FABRICATOR INSPECTION PROGRAM. ACCREDITATION NUMBERS ARE FA-277 FOR THE LOCKEFORO, CA PLANT, FA-175 FOR THE MONTICELLO, lA PLANT, AND FA-407 FOR THE ELIZABETHTON, IN PLANT. SPECIAL INSPECTIONS ARE NOT REQUIRED, PER 1701.7 OF THE 1997 UNIFORM BUILDING CODE, AND 1704.2.2 OF THE 2000 INTERNATIONAL BUILDING CODE. STAR BUILDING SYSTEMS FACILITIES AT OKLAHOMA CITY, OK, LOCKEFORD, CA, MONTICELLO, IA, AND ELIZABETHTON, TN ARE CERTIFIED BY THE AMERICAN INS7TUTE OF STEEL CONSTRUCTI0N 1N CATEGORY MB. ALL WELDING 1S PERFORMED IN ACCORDANCE WITH AWS D1.1. UNLESS OTHERWISE CALLED FOR ON THE ORDER DOCUMENTS. UNLESS NOTED ON THE ERECTION DRAWINGS, NO FIELD WELDING IS REQUIRED. WHERE FIELD WELDING IS SPECIFIED THE BUILDER/CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE METHODS AND PROCEDURES TO FULFILL WELD REQUIREMENTS. STAR THE INSPECTION/JOBSITE SPECIAL SHOP AND ALL FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR UNLESS SPECIFIED OTHERWISE IN THE ORDER DOCUMENTS. FIELD INSPECTION MAY BE SPECIFIED BY THE APPLICABLE BUILDING CODE AND/OR THE STATE OR LOCAL JURISDICTION, NOT BY STAR. STAR BUILDING SYSTEMS 1S NOT RESPONSIBLE FOR GENERAL SITE SUITABILITY, JOB SITE INSPECTION, OR ERECTION MONITORING. SITE SPECIFIC CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND 1S PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR ERECTION GUIDES, AND INDUSTRY STANDARDS. BUILDERICONTRACTOR RESPONSIBILITIES STAR'S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE ORDER DOCUMENTS, STAR'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN. THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR OVERALL PROJECT COORDINATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ERECTION OF STEEL AND ALL ASSOCIATED WORK IN COMPLIANCE WITH STAR ORA WINGS. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECTION WILL BE DETERMINED, FURNISHED AND INSTALLED BY THE BUILDER/CONTRACTOR. ALL INTERFACE AND COMPATIBILITY OF ANY MATERIALS NOT FURNISHED BY STAR ARE THE RESPONSIBILITY OF AND TO BE COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM, UNLESS SPECIFIC DESIGN CRITERIA CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE ORDER DOCUMENTS, STAR ASSUMPTIONS WILL GOVERN. WHERE DISCREPANCIES EXIST BETWEEN STAR DRAWINGS AND THE PLANS OF OTHER TRADES, STAR DRAWINGS SHALL GOVERN. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES, THE BUILDER/CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION ARE BASED ON ORDER DOCUMENTS AS OF THE DATE OF THESE DRAWINGS. THESE DOCUMENTS SHALL DESCRIBE THE MATERIAL SUPPLIED BY STAR BUILDING SYSTEMS AS OF THE DATE OF THESE DRAWINGS. ANY CHANGES TO THE ORDER DOCUMENTS AFTER THIS DATE WILL VOID THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULAT70NS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE GOVERNING BUILDING AUTHORITY OF ALL CHANGES TO THE ORDER DOCUMENTS WHICH RESULT IN CHANGES TO THE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT SAFETY RULES AND REGULATIONS AND OSHA STANDARDS AS APPLICABLE. SUPPLYING DESIGN DATA AND DRAWINGS SEALED BY A LICENSED ENGINEER, FOR MATERIALS SUPPLIED BY STAR, DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT STAR OR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. NEITHER STAR NOR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS CERTIFICATION THAT THE MATERIALS FURNISHED BY STAR ARE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE ORDER DOCUMENTS. DESIGN CONSIDERATIONS OF ANY MATERIALS NOT FURNISHED BY STAR AND FOR THE OVERALL PROJECT ARE THE RESPONSIBILITY OF THE BUILDER/CON777ACTOR AND DESIGN PROFESSIONALS OTHER THAN STAR UNLESS SPECIFICALLY INDICATED OTHERWISE. APPROVAL OF STAR DRAWINGS AND DESIGN DATA AFFIRMS THAT STAR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE ORDER DOCUMENTS AND CONSTITUTES BUILDER/CONTRACTOR'S ACCEPTANCE OF STAR'S INTERPRETATION OF THE ORDER DOCUMENTS AND OF STAR'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION, AND QUALITY CRITERIA STANDARDS AND TOLERANCES. MASONRY AND TILT -UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE, PLUMB AND LEVEL. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED. SHORTAGES MUST BE REPORTED TO STAR WITHIN 15 DAYS OF DELIVERY. WHERE SHOWN IN STAR'S STRUCTURAL CALCULATIONS, LATERAL STABILITY OF ENDWALLS AND LONGITUDINAL STABILITY OF SIDEWALLS RELY ON DIAPHRAGM ACTION OF THE WALL PANELS PROVIDED BY STAR. REMOVAL OF THESE WALL PANELS CAN RESULT IN LESS THAN THE MINIMUM LENGTH OF WALL PANELS REQUIRED AND WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY STAR AS THEY APPLY TO THIS CONDITION. THE FIELD INSTALLA77ON OF X-BRACING OR OTHER MEANS TO PROVIDE LATERAL STABILITY MAY BE REQUIRED AS A RESULT OF THE REMOVAL OF WALL PANELS. JCF 110118104 REVIEW DPW ll1cQ c co?l '� 1 RECEIVED OCT 2 1 2004 MAI,ri i io RUCTION CO. FOR PERMIT PURPOSES DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 JVO �10 6 STAR k BUILDING SYSTEMS P.O. BOX 94910 B 96506 = 'l A RobertsonCeco Company OKLAHOMA CITY, OK 73143 MEMBER --------- -" / \ (aos) 636-2010 BUILDER: CUSTOMER: MARK CONSTRUCTION COMMERCIAL PROPERTY M B M A ASSOCIATES LONGWOOD, FL FORT PIERCE, FL DRAWING NO, E1 0 ENGINEERING DESIGN CRITERIA BUILDING CODE BUILDING END USE CLASSIFICATION OF BUILDING IMPACT LOADS DEAD LOAD (STAR MATERIAL) (AVERAGE WEIGHT OF PANELS, PURLINS) FLORIDA 2001 WAREHOUSE STANDARD NONE 5.30 PSF BLDG A 2.76 PSF BLDG B 5.30 PSF BLDG C COLLATERAL LOADS 5.0 PSF (TOTAL)BLDG A&C 8.0 PSF (TOTAL)BLDG B SPRINKLER 3.0 PSF CEILING (NON -PLASTER) 1.0 PSF BLDG B LIGHTS 0.0 PSF OTHER 2.0 PSF BLDG A&C 4.0 PSF BLDG B FIXED SERVICE EQUIPMENT DESIGNED ROOF LIVE LOAD COLUMN LINES MEZZANINE GROUND SNOW LOAD NONE 20.0 PSF (PURLINS) 12.0 PSF (FRAMES) NONE NONE WIND SPEED 130.0 MPH IMPORTANCE FACTOR, WIND 1 WIND EXPOSURE B BUILDING DESIGNED ENCLOSED INTERNAL PRESSURE COEFFICIENT +/ 0.18 (GCPI,) ENGINEERING NOTES "BRACING SIZE" AS NOTED ON ENGINEERING DOCUMENTS AND ERECTION DRAWINGS DENOTES THREAD DIAMETER FOR ROD BRACING AND WIRE STRAND CABLE DIAMETER FOR WIRE STRAND CABLE BRACING. BOLTED JOINTS WITH A325 TYPE 1 BOLTS GREATER THAN 1/2" DIAMETER ARE SPECIFIED AS PRETENSIONED JOINTS IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 23, 2000". THE TURN -OF -NUT METHOD OF TIGHTENING IS RECOMMENDED. ALL GLAZED OPENINGS NOT SUPPLIED BY BUILDING MANFACTURER MUST BE DESIGNED TO RESIST WIND-BORNE DEBRIS OR MUST BE SPECIFICALLY PROTECTED FROM WIND-BORNE DEBRIS IMPACT AND ARE NOT CONSIDERED AS OPENINGS WHEN DETERMINING WHETHER OR NOT THE BUILDING IS ENCLOSED. THE CUTTING OR REMOVAL OF GIRTS SHOWN ON THE ERECTION DRAWINGS DUE TO THE ADDITION OF OPEN AREAS, FRAMED OPENINGS, OR DOORS NOT SHOWN MAY VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY MANUFACTURER AS THEY APPLY TO THIS CONDITION. THE BUILDING IS DESIGNED AS ENCLOSED AS DEFINED BY THE BUILDING CODE. ALL WINDOWS AND DOORS IN FRAMED OPENINGS SHALL BE DESIGNED TO SUSTAIN THE SPECIFIED DESIGN LOADS. DURING HIGH WIND SPEEDS APPROACHING THE DESIGN WIND SPEED , WINDOWS AND DOORS SHALL REMAIN CLOSED. THE CHANNEL GIRT MATERIAL PROVIDED BY STAR HAS BEEN DESIGNED TO SUPPORT THE WALL MATERIAL BY OTHERS AND NOT TO DEFLECT GREATER THAN L/240. THE BUILDER IS SOLELY RESPONSIBLE FOR REVIEW AND ACCURACY OF ALL INFORMATION CONTAINED WITHIN THE SALES ORDER, AND ITS COMPLIANCE WITH ANY PLANS,SPECIFICA TIONS, AND BUILDING CODES. MATERIALS AND ENGINEERING SHALL BE SUPPLIED IN STRICT ACCORDANCE WITH THE SALES ORDER, AND NOT NECESSARILY IN ACCORDANCE WITH PLANS, SPECIFICATIONS, BUILDING CODES, OR OTHER CONTRACTS, PLANS AND/OR SPECIFICATIONS SHALL BE CONSIDERED AS REFERENCE MATERIAL ONLY. STAR WILL NOT PARTICIPATE IN ANY PENALTIES, LIQUIDATED DAMAGES, OR RETAINAGE FOR ANY REASON. PRODUCT APPROVAL NUMBERS FOR THE STATE OF FLORDA, DEPARTMENT OF COMMUNITY AFFAIRS PER PRODUCT RULE 9B-72: 1. PANEL WALLS FL3093.1 26 GA. DURARIB WALLS J. ROOFING PRODUCTS FL3088.3 24 GA. STARSHIELD ROOFS 7. STRUCTURAL COMPONENTS FLJ094.1 STRUCTURAL ZEE SECTIONS FLJ094.2 STRUCTURAL CEE SECTIONS WIND LOADS FOR COMPONENTS NOT PROVIDED BY BUILDING MANUFACTURER INTERIOR ZONE END ZONE OPENING AREA SUCTION PRESSURE SUCTION PRESSURE SIZE COEF. COEF. COEF. COEF. (FT) (FT) (SO FT) PSF PSF PSF PSF 3 3 9 -1.28 1.18 -1.58 1.18 -30.94 28.52 -38.19 28.52 3 7 21 -1.23 1.13 -1.46 1.13 -29.67 27.25 -35.37 27.25 6 7 42 -1.17 1.07 -1.36 1.07 -28.39 25.97 -32.80 25.97 8 10 80 -1.13 1.03 -1.26 1.03 -27.20 24.78 -30.41 24.78 10 12 120 -1.09 0.99 -1.20 0.99 -26.45 24.03 -28.91 24.03 12 14 168 -1.07 0.97 -1.14 0.97 -25.82 23.41 -27.66 23.41 14 16 224 -1.05 0.95 -1.10 0.95 -25.29 22.88 -26.60 22.88 16 20 320 -1.02 0.92 -1.05 0.92 -24.63 22.22 -25.28 22.22 20 25 500 -0.98 0.88 -0.98 0.88 -23.69 21.27 -23.69 21.27 NOTES: 1. ABOVE VALUES ARE BASED ON WIND ENCLOSURE AS ENCLOSED 2. IF ROOF SLOPE IS LESS THAN 10 DEGREES, VALUES MAY BE REDUCED 10%. J. ENOZONE IS DEFINED 9.6 FT FROM BUILDING CORNERS. 4. COEF. IS RESULTANT OF [GCP-GCPI]. 5. THE SIZES SHOWNED ARE TYPICAL SIZES AND MAY NOT BE PRESENT. 6. FOR SIZES NOT SHOWN, CHOOSE A SIZE WITH SMALLER AREA. DEFLECTION NOTES THE MATERIAL SUPPLIED BY STAR HAS BEEN DESIGNED WITH THE FOLLOWING MINIMUM DEFLECTION CRITERIA. THE ACTUAL DEFLECTION MAY BE LESS DEPENDING ON ACTUAL LOAD AND ACTUAL MEMBER LENGTH. THE FRAME SIDESWAY FOR WIND LOADING IS BASED ON A 10 YEAR MEAN OCCURRENCE WIND INTERVAL. BUILDING DEFLECTION LIMITS...: BLDG-A,C ROOF PURLINS LIVE L/...............: 150 D SNOW L/...............: 150 D WIND L/...............: 120 D TOTAL GRAVITY L/......: 150 D TOTAL UPLIFT L/.......: 120 D ROOF RAFTERS LIVE L/...............: 180 D SNOW L/...............: 180 D WIND L/......... .....: 150 D TOTAL GRAVITY L/...... : 180 D TOTAL UPLIFT L/....... : 150 D ROOF PANELS LIVE L/...............: 150 D SNOW L/...............: 150 D WIND L/...............: 120 D TOTAL GRAVITY L/...... : 150 D TOTAL UPLIFT L/....... : 120 D BUILDING DEFLECTION LIMITS...: BLDG-B ROOF PURLINS LIVE L/...............: 240 U SNOW L/...............: 240 U WIND L/...............: 240 U TOTAL GRAVITY L/....... 180 U TOTAL UPLIFT L/....... : 120 D ROOF RAFTERS LIVE L/...............: SNOW L/............... WIND L/........... TOTAL GRAVI TY L/...... TOTAL UPLIFT L/....... .: ROOF PANELS LIVE L/...............: SNOW L/...............: WIND L/...............: TOTAL GRAVITY L/........ TOTAL UPLIFT L/..... ..: 240 U 240 U 240 U 180 D 150 D 150 D 150 D 120 D 150 D 120 D FRAME SIDESWAY LIVE H/........... ..... : 100 U SNOW HI ................: 100 U WIND H/................: 100 U SEISMIC HI.. ........... : 140 U CRANE HI ...............: 0 C TOTAL WIND H/.......... : 100 U TOTAL SEISMIC HI.......: 140 U TOTAL GRAVITY H/....... : 100 U WALLS TOTAL WIND PANELS L/.... 90 D TOTAL WIND GIRTS L/..... 90 D TOTAL WIND EW COL L/... : 120 C PORTAL FRAMES SIDESWAY TOTAL WIND H/.......... : 60 D TOTAL SEISMIC HI........: 50 D FRAME S I DESWAY LIVE H/................: 100 U SNOWHI ..... ........... : 100 U WIND H/................: 100 U SEISMIC H/.............: 140 U CRANE HI ............. .: 0 C TOTAL WIND H/.......... .: 100 U TOTAL SEISMIC H/........ 140 U TOTAL GRAVITY HI........: 100 U WALLS TOTAL WIND PANELS L/.... 90 D TOTAL WIND GIRTS L/.... : 90 D TOTAL WIND EW COL L/... ,: 120 C PORTAL FRAMES SIDESWAY DPW TOTAL WIND H/..........: 60 D TOTAL SEISMIC H/.......: 50 D DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD FOR PERMIT PURPOSES OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 lo: 1.5 1 ,.. .. T 1 01 io- io- io- le- m le cb 1.3 2.5 3.5 cb 4.5 5. 5 d ) 6.2 6.8 d) d) ROOF FRAMING PLAN SPLICE BOL T TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS GA (4) 4 X 1Z A325 B&N 0 0 -�� DENOTES. • PURLIN OR GIRT STRUT. SJ_ DENOTES. STRUT JOIST BOLT AND FIELD WELD TO RAFTER ♦ - DENOTES CLIP LOCA77ON G CL493 AT 821" AND 10" PURLINS ?OOC CL495 AT 12" PURLINS BRACE 200D 9 BRACE 800K � BRACE BOON 4 BRACE :. 8000 0 BRACE BOON a BRACE )BOOK 0 BRACE i �I 200D D BRACE 200C 1 BRACE KEY PLAN (SHADED AREA ON THIS SHEET) C;oo 1 DENNIS P. WATSON, P.E. FOR PERMIT PURPOSES 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 B D A SJ_ DENOTES: STRUT JOIST BOLT AND FIELD WELD TO RAFTER NOW.] o- 0 I 0 4 CP 4 4 4 201 '-10 149'-10 1 '-6 49'-2 50'- 0 50'-0 50'-0 l '-2 SJ17 (2.OK) SJ16 (2.OK) SJ16 (2.OK) S✓15 2.OK) N J1 v_ J2 - N J2 N J3y vi J1 ✓2s`�� s- �'I J2 c'S,i J3 c�i c3I ------------------------------ BUILDING — J BLD'G "A" REFERENCE — LINE (MATCH LINE) ROOF FRAMING PLAN BLD'G "C" KEY PLAN (SHADED AREA ON THIS SHEET) p, C;oo ti L .�E I DENOTES: PIPE STRUT. ATTACHED WITH 4"0 X 12"' A325 BOLTS. F9 Intl F.3 F.3 F3 Iami F3 F3 F3 SPLICE BOL T TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS GA (2) 2 X 14 A325 B&N 0 0 (2) CL 140 (4) 2 X 14 1 A325 B&N 0 0 GB (2) 2 X 14 A325 B&N 0 0 (2) CL 140 (4) 2 X 14 A325 B&N 0 0 (2) 2 X 14 A325 B&N 0 0 (2) CL 140 Fa crl 79R ca 0 i Z4 O Q Z7 LW1A O O Z13L Q Q Z13R O^ O O O Z24 Q ZQ32 & Z33 O Z10 O O Z16 v O O O A27 Q C ' Z3 Z6 Z9 Z12 Z15 Z18 Zg Z21 Z22 Z23 Z26 BP7Z Z31 � PSW4X Z2 LW1 Z5 L W1B Z11 Z14 Z17 Z20 Z20 Z30 2"-0 Z8 Z8 Z8 E18 E19L GC1 LW1D D O GC4 O GC3 O O GC4 - O GC4 O GC4 O GA BB58 GB BB68 2'-8 O GC2 LW1E OC OC GC3 O O GC3 O GC3 O //��Z25 ��/GCS m LN m Z29 GC6 o LW1C o OPEN CONSTR 0 9'- IO ' FOR 9 -102 JCT70N NOT BY STAR) U) 3 U) N ti �- o U U � 2'-6 22'-0 2'-6 27'-0 1'-6 17'-6 31'-B 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 25'-0 12'-0 17'-O 22'-0 27'-6 1'-6 1 J 1.3 CIB CW3T d) C1DA SPLICE BOLT TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS CLIPS GA (2) 2 X 14 A325 B&N 0 0 (2) CL 140 (4) 2 X 14 A325 B&N 0 0 GB (2) 2 X 14 A325 B&N 0 0 (2) CL 140 (4) 2 X 14 A325 B&N 0 0 (2) Z X 14 A325 B&N 0 0 (2) CL 140 Ell 2.5 b3 3.5 b4 CW3T C1DA CW3T C1DB ELEVATION "A" BUILDING "A" E3 --Z58 E3 E3 F3 F.3 4.5 b 5.5 cb 6.2 6.8 l bJ & ch CW3T CIF CW3T CIH CW2T CW2T CC3W C1U C1N OPEN TO ROOF LINE FOR CONSTRUCTION (NOT BY STAR) C1J ELEVATION "A" BUILDING "B" F3 Iati F3 F.3 F19 F1.3 E19R E20 Z o d Z5 PSWSX O Z61 Z60 o Z62 Z62 O Z38 LW1N O Z6 OA D LW1Q O GC O Z68 /� Z67 �✓ C C O O GC4 O Z71 Q Z70 C D O O GC10 Z5 O C 7 T A Z57 Z37 O Z63 O Z66 O Z65 Z69 O Z67 O 4 3 00 0 261 Z61 OA OA GC4 Z LW P D C A ti G08 H A GC8 A Z59 A GC4 AO OB GC9 D C O O GC9 C C O O GC9 PSW6X 3'-0 GA B368 GB BB58 GA GC L W D zr2 GC11 2'-8 N U OPEN TO 9'-1 CONSTRUCTION FOR 9'-102 NOT BY STAR) o 27'-6 22'-0 25'-0 25'-0 25'-0 25'-Q 25'-0 25'-0 25'-0 25'-O 25'-0 25'-0 25'-0 24'-2 1'-6 c'-/ cb l J CiM C1K CC3W OPEN TO ROOF LINE FOR CONSTRUCTION (NOT BY STAR) 7 C1J ELEVATION "C" BUILDING "B" 6.5 d) 5. 5 d) 4.5 �4 3.5 6D CW3Y C1G CWW4Y C1E CW3Y C1CB CW3Y C1CA CW3Y C1CA CW3Y C1A TWO FBIA © 10'-0 TWO F318 @ 15'-8 TWO FB1A © 10'-0 TWO FB1A @ 10'-0 TWO F81A @ 10'-0 TWO FB1A © 10'-0 ELEVATION "C" BUILDING "A" C;o DENNIS P. WATSON P.E. _ 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY" OK. 73149 PURPOSES FLORIDA P.E. 17978 12 z t1 OPEN TO ROOF LINE TO REMAIN OPEN 70'- 0 PC10R J PC1R Z7; Z76 CL225R CL225R Z i 71 CL225R CL225R PC31 l'-2 12 z 1 PCSL LWiZ PCSL LW1S PC11L LW1AB PCSBL PCSL PC11L PC11L LW1Y R1AB R1AC CL239L R1AA PC12L L27U, 78 & 78 81 ILWlT I Z49 L IAA CL270L CL270R CL270R CL27 CL270L CL270R LW1U BP7Z Z79 Z49 PC12L Z49 Z79 Z49 Z49 LW1V Z79 Z49 LW1W Z49 Z79 Z49 Z49 L WiX BC3 A A A A 22'-0 i'-O 21 '-8 25'-0 25-0 27'-10 PC6 - PC11AL PCSAR (2) V22 (5) V21 82 R1B PC11R PCSAR R1BB PC11R RIBA 0L Z49r9R*CL270L CL2 83 CL270R PC12R PC12R CL 2 70L Z49 Z49 Z49 CL270L Z49 Z4 Z49 Z49 Z4 Z84 Z49 Z4 Z49 25'-0 1 25'-0 1 25'-0 /-�- PC5AR / PC11R dD ` 5 cJb d) 6 d) 6 dJ d) d) CFIP C1A CNW2V CMW3V CSW4VL CMWSV CSW6V CMWSV CSW7VR CMWBV ONE 1`31C ® 7'-4 ONE FB1D ® 21'-8 ONE F81B ® 12'-10 ONE F81D ® 15'-8 ONE FB1B 0 15'-8 ONE FB1D B 15'-8 ONE FB1B ® 12'-10 ONE FB10 ® 7'-4 ONE FB1C ® 15'-8 ONE FB1B ® 2l'-8 ONE FB1B ® 21'-8 ONE FB1D ® 15'-8 PCSL PC11L I RELWA N O PC7L Z41 O co PC7L Z40 Z i W ELEVATION "B" BUILDING "C" - PC11L LW1F - PCSL PCSL LW1H CL270R RE1WO REl WB RE l WC L W1 G Z45 Z46 Z42 CL270R A O Z43 �I (X) V53 R1JB R1JC R1JA WR0800A WR0800 �" 0 BRACE 2 0 BRACE 2 24'-8 26'-0 24'-0 ct ct CC3W CE4WL d .J CiJ 12 z r� (2) V22 (5) V21 PC11L 100'-8 d) CE4WL 24'-1 ELEVATION "B" BUILDING "A" 12 z PCSL PCSAR (2) V22 (5) V27 PC11L Z48 PC11R LW1K PCSAR PCSAR RE2WC PC11R PC11R RE2W8 RE2WA Z47 CL270L Z51 O OZ49 �;�, �\\\` 0 CL270L O O Z53 PC2L (X 53 Z52 PC7R R1✓C RUB WRO800B RiJA ti Z 4 2" re BRACE WROBOOC 2" 0 BRACE W c Z I d W O 25'-11 25'-0 24'-9 26'-11 201'-4 D.9 E.8 CE4WL CE4WL COMMON WALL BL G'S "A " & "B" F. 8 G. 9 J.2 CE4 WR CE4 WR CE4WR ,C-cC3�W dJ C1J 24'- 6 PCSCR � CL239R PCQ PCI DL PC31 I '-2 dDL CNW9V C1A ONE F31C ® 7'-4 ONE F81C @ 15'-8 12 1 z (1) V22 (4) V21 70'-0 ELEVATION "D" BUILDING "C" o ~ I L T 2'-10 I 4 Lr) c I 4' 44 c 3'-0 i FOR PERMIT PURPOSES .1 DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 12 2 1 F- (2) V22 (5) V21 (2) V22 (5) V27 R1NA R1NB R1NC R1MC R1MB R1MA � Z 2 OPEN TO ROOF LINE FOR S cr , CONSTRUCTION (NOT BY STAR) `z W W 201 '-4 b b C1N C1M ELEVATION "D " BUILDING "B" ,I c� b b b c'b CF,P CF,Q CFIQ CF1Q CFlP ELEVATION "C" BUILDING "C' cleW 1 DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD FOR PERMIT PURPOSES FLORIDAORIDA A OCITY, P.E. 17978 73149 NOTES: ✓O No. P.O. BOX 94910 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR , , STAR BUILDING SYSTEMS 10 B 96506 BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR - OKLAHOMA CITY, OK 73143 THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER A RobertsonCeco Company (405) 636-2010 MEMBER _ DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. BUILDER: CUSTOMER: --� 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, _ MARK CONSTRUCTION COMMERCIAL PROPERTY M BMA GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE CHECKED DATE ASSOGIA TES' WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR JCF 10118104 LONGWOOD, FL FORT PIERCE, FL ERECT70N GUIDES, AND INDUSTRY STANDARDS. DRAWING NO. NOT TO SCALE E7 W N OPEN TO ROOF LINE 70 REMAIN OPEN 50'-O 50'-O 50'-0 49-2 ROOF BEAM BR -- (SEE ROOF FRAMING PLAN FOR LOCATION AND PIECE MARK) BRACE XC_Z (BACK TO BACK) 0 X 2 A 325 BOLT A T EACH END i SECT70N FOR PIECE MARK) DETAIL @ TUBE STRUT BLD'C "C" EAVE STRUT DETAIL © SOLDER COLUMN (1)a"0X 12' A325 BOLT ;E E COLUMN) FOR PERMIT PURPOSES DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO COND177ONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 12 � �z z 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 I ,I 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5 -0 � 5'-0 5'-0 5'-0 5'-0 5'-0 5'=0� 3'-73 3'-733'-7 3'-7 3'- 7 3'- 7 3-73 3 -7 3 5'-0 5 -0 5- p PANEL X PANEL X PANEL X PANEL X PANEL X FB3F FB3F FB3F FB3G FB3H FB3H F. S. F. S. F. S. FBJG F83F FB3F F. S. F S. FB3F FBSF FB3E PANEL X FB3F F S F S F S. FB3D FB3D FB3D F83D FB3E F S F S FB3D FB30 FB3D F S. F. S F.S. F. F. F.S. FB30 FBS. F.S. F.S. F833 FB3C F93D F. S. F. S. F. S. F. S. F. S. PANEL X F.S. F.S. F. S F. S. F. S. F. S. F S. PANEL X PANEL X @ BLD'G I ro I N N 0 o D E B D o B C C B of I h W Lui A C 5 —0 2'-0 Ll m L` 5'-0� 189 —941 1 — Q W m 2 =8 0 N N N N N F v N ti o I o � N � 6 jh�IN. FL. ELEV. 8' 1,_44 1'-44 81 50'-8 50'-0 50'-0 50'-8 100'-8 100'-8 4'- 0 201 '-4 bd) lam) CROSS SECTION AT FRAME LINE "1"_ BLD'G "A" �r a NIS P. WATSON, P.E. 0 S. I-35 SERVICE ROAD FOR PERMIT PURPOSES MP.E.I17978 TY OK. 73149 LFOLKoLAHDOA N0. SPLICE BOL T TABLEOB NO TES: STAR BUILDING SYSTEMS P.O.POBOX 94910 10 B 96506 CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF STAR ="`�'�-'��'-= OKLAHOMA CITY, OK 73143 A RoberteonCeco Company A (14) 4 X 2 A325 B&N 0 0 BUILDING SYSTEMS, A ROBERTSON CECO COMPANY AND IS PROVIDED SOLELY FOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER (405) 636-2010 MEMBER 8 (4) z X 14 A325 B&N 1 0 DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER WITHOUT PRIOR WRITTEN APPROVAL OF STAR BUILDING SYSTEMS. BUILDER: CUSTOMER: PURPOSE MARK CONSTRUCTION COMMERCIAL PROPERTY M gMA C (10) 4 X 2 A325 B&N 0 0 2. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CHECKED DATE ASSOCIATES D (8) 4 X 2 A325 B&N 0 0 GOOD QUALITY WORKMANSHIP IN ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE STAR JCF 10�18/O4 LONGWOOD, FL FORT PIERCE, FL DRAWING NO. E (8) 4 X 2z A325 B&N 0 0 EREC77ON GUIDES AND INDUSTRY STANDARDS. E9 NOT TO SCALE F (6) 4 X 2 A325 B&N 0 0 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 tr2 12 1 z I I 3'-7.3'-7a 3'-7a 5 -0 5 -O 5'- 0 5'- 0 5'- 0 5 -0 5 -0 5 -0 5-0 5 -0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-0 7.4 3'- F83K FB3F FB3F N. S. /F. S N. S./F. S N. S. IF S FB3F F33F FB3M FB3N FB3C N. S. IF. S N. S. IF. S N. S. IF S N. S, IF. S N. S. IF S FB3Q FB3T N.S./FS N.S./F.S FB3F FB3F FB3P FB3P. FB3F FB3F FB3F FB3F N.S./F.S N.S./F.S N.S.IF.SN.S.IF.SN.S.IFS N.S/F.SN.S./F.SN.S:/F.S CROSS SECTION AT FRAME LINES 72" - "4" BLD'G "A" 0 FB3F FB3F FB3C FB3N FB3M F93F F83F N.S./F.S N.S./F.S N.S./F.SN.S/F.SN.S./F.SN.S./F.SN.S./F.S �p FB3F FB3G FB3T N. S /F. S N. S.IF. 5 N. S. IF. S Ld 2m I N 0 0 09 Vy DENNIS P. WA TSON, P.E. 8600 S. 1-35 SERVICE ROAD FOR PE MlT PURPOSES I FOKLAH, OK. LORIDAMP.E.ITY17978 73149 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. _7.4;'-7A3'-783'-78 5'-0, 5'-0 , 5 eF " N — 1 2s 1'-5 N N N F83V F83G F83F N. S./F. S N. S. IF SN. S. /F S 12 21 F —0 5'-04 , 5'-04, 5'-0ji FB3F FB3F FB3M F63W FB3N N. S. /F. SN. S. IF. SN. S. /F. SN. S. /F. SN. S. /F. S I I 1 1 5'-0 , 5'-0 12 1 z 5'-0 i 5"-0' i 5'-0 i 5'-0 5'-0 5'-0 5'-0 5' Oil5' 04 1 5 O1j 5 04 15 O1 5 0 5'-0 5'-0 S'. FB3T FB3Q N.S./F.S N.S/F.S FB3F FB3F FB3F FB3F FB3P FB3P FB3F FB3F F93F FB3F N. S. IF S N. S. IF S N. S./F. SN. S./F. SN. S./F. S N. S. IF SN. S./F. SN. S. S N. S./F. S N. S. IF. S N. S./F. SN, S. IF. SN. S./FF SN. S. IF. SN. S./F. S CROSS SECTION AT FRAME LINE "5" BLD'G "A" -/G.J-/XI-/,-4 - nco" I F83F FB3Z FB3Y N. S- IF. SN. S/F. S N. S. IF. S dD 1 v GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDIT70NS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 rl 2 I I 0 5'-0 5'-0 5'-0 5'-0 5'-0 5'-01' S'-0 5 -0 5'-01 5'-0' 5'-0 5'-0 5'-0 5'-0 5'-0 5'- l'-5 I N N N N N N.�F.IS N.JAB �/F.SN.JAc �/�S N C FB3AD F93AD FB3F FB3AE FB3AF FB3AD FB3AO N. S./F. SN. S./F. SN. S./F. SN. S/F. SN. S./F. S N.S./F. S N.S./F. S n 12 1 7 =U 5-04 5'-0 , 5'-0j 5'-0j 5' 94 5' 0 15 0 5 0 , 5'-0 5' FB3T FB3Q N.S./F. S N. S/F. S FB3AD FB3AD FB3M FB3AK FB3AD F93AD F93AD N. S./F. SN. S./F. SN. S./F. S N. S. IF SN. S. IF. SN. S. IF S N. S/F. S FB3AD N. S. IF. S N. S. IF. SN. S IF SN. S. IF SN, FBJADSN. FBJAD 5'-0A 1 5'-0 j. 5'-04 ,3'-7R 3'-7, 3'-7A-,,_ 1'-2 FB3AD FB3AH FB3AB N. S /F. SN. S. IF S N. S. IF. S 7 1I oo C G p h Z B l Zt 4-0 vim 2'-0�m 4- 191'-8 ro I eWo N N N N N N N N N N N N N N N H p N N O 50'-8 16'-0 n 50'-0 FL. 0 201 '-4 CROSS SECTION AT FRAME LINE "6" BLD'G "A" 50'- 0 us 50'-8 4'- 0 dD FOR PERMIT PURPOSES DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 z r 1 12 z o O O I ' ' 3'-6 3-6 �3'- 0 -6 33-6 3-6 3'-6 �3-6 N 3'-6 3'-6 6 3 w3'-6 3 1'-2a I r�-4 -4 3'-6 3'-6 3'-6 3'- 1'. ro TA n/ FB3S --FS. _., mcotc F81Q FB10 F. S. FBIQ FB1Q FB1Q FBIQFBIQFBIQFBIQ F81Q F s F S. F. S. F. S. F. S. F. S. F. S. CROSS SECTION AT FRAME LINE "7" COMMON WALL "A" & "B" FB1Q F .S FB1Q F.S. FBiQ r r- FBIQ FB3S F. S. ER1SFR14P Cozc FB3AN FOR PERMIT PURPOSES DENNIS P. WATSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 z r 1 12 a 0 I ' 'N o -6 3'-6 3'-6 3'-6 3'-6 3'-6 3'-6 N 3'-6 3'-6 3'-6 3'-6 3'-6 3'-6 3 -0 �N '- 3'-6 3'-6 3'-6 3'-6 3'-6 3'-6 - cb FBI N.S.IFS N.S/F.S F81F FB1U FB3AV FB3AU FB1T N.S./F.S FBIT FB1V N.S./F.S FB3AV FB3AT N.S. F.S N.S. F.S FBIT FB1T FB1P FB1U N.S./F.S N.S./F.S rozAf) ni c IF.S / 117AiI / FB1T FBIT / / FB1F F91U N.S./F.S F93AV ni 4 IF.S N.S./FS N.S. N.S.F. N.S. F.S N.S/F.S N.S./FS ni c Ar FB3AV FRWd l/ rn s. ,, , .. I CROSS SECTION AT FRAME LINE "8" BLD'G "B" ow C;oo 0 \\5 FOR PERMIT PURPOSES LFLORIDA P. WATSON, P. E. . I--3 SERVICE ROAD MA CITY, OK. 73149 P.E. 17978 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 1 2 O � � 0 —OI ' 3'—3'-6 3'-6 '-6 3-6 3-6 3'-6 3-6 3— 6 3'-6 3'-6 3'-6 3'-6 6 3'-6 3'-6 '-6 3-6 3-6 3'-6 3' 3 —4 '-4 o _ry FBI TFBIT FB3AU FBI T N. S. N. S FB3AZ N. N. S. FB1T FB2 FB1T FBIT FB2 FBIT FBIT FB3AT FB3AW N. S. FBIT FBIT81T FBIFB1T N. S. FB3AU I n _ .. _. A. T-P3AT FB3AU FB3AU K, c N.SN.S. N. S. N.S. N.S. N.S. N.S. N. S. N cni o FBI FR3AT N. S. A/ Q - FR.iA4 CROSS SECTION AT FRAME LINE "9" BLD'G "B" u FOR PERMIT PURPOSES p I DENNIS P. WA TSON, P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 5'-0 2"-0 61* 2'-gam 3'-314 3'-7 a 4 -0 5'- 5' 5'- 5' 5'- 5'- 5' 5 "- 5'-0fi , 1 FB3H FB3G PANEL X FB3Y 3Q FB3C F FBFF. S. F.S F. S. F83BE FS .S. FB3BC FB3BD F. S. F. S. �0 zo n FB3V FB3B8 F. S F. S. � F.S. CROSS SECTION AT FRAMES LINE " l " & "5" BLD'G "C" ' 14 -0 5'- 04 5- 5'-0 2' 6 2'-8 3 -3 3'-73 3'-73 5'-0 4 -0 I N 1 15'-0 2' GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 �- z 5'-0 5'-0 1 �- 0 5'-0 5'-0� 5'-0 5'-0 5'-0� 5'- FB30 FB3AK N. S. IF. S FB3BJ N.S./F. S FB38G FB3BH N. S. IF S FB3Y FB3BF N.S./F. S N.S./F. S FB3J N. S. IF. S N. S. IF S N. S. IF S T 134'-1 70'- 0 70'-0 CROSS SECTION AT FRAME LINES 72" - "4" BLD'G "C" FL. FOR PERMIT PURPOSES N C�) v1 G \vll DENNIS P. WATSON P.E. 8600 S. I-35 SERVICE ROAD OKLAHOMA CITY, OK. 73149 FLORIDA P.E. 17978 2' ral 22'- 24'- CROSS SECTION AT PORTAL FRAME SIDEWALL "A" BLD'G "A" GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 2 .: +, DENNIS P. WATSON, P.E. 8600 S. 1-35 SERVICE ROAD FORPERMIT PURPOSES O A CITY, P. E. 17978 73149 FLORIDAR/DA LEGAL DESCRIPTION: DEVELOPMENT PARCEL "A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N09032'37'W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (SIR. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00°13'52"W FOR 679.64 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY N90000'00"W FOR 1172.39 FEET; THENCE 500009'27'E FOR 637.97 FEET; THENCE 509°32'37"W FOR 195.16 FEET; THENCE N00009'27'W FOR 1270.00 FEET; THENCE N09°44'30"E FOR 1366.71 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (5.12. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY 500°13'5Z"E FOR 644.59 FEET TO THE POINT OF BEGINNING. TOGETHER WITH RIGHTS OF INQVE55 AND EGRESS AS CONTAINED IN GRANT OF ROAD EASEMENT AS RECORDED IN OFFICIAL RFCO205 BOOK 1954, PAGE 1050, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH RIGHTS OF INGRE55 AND EGRE55 AS CONTAINED IN CRO55 USE EASEMENT AS RECORDED IN OFFICIAL RECORDS BOOK 1954, PAGE 1049, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA," CONTAINS 22.9962 ACRES, MORE OR LESS. 'GRANT OF ROAD EASEMENT' (O.R. BOOK 1954, PAGE 1050): "A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE 5OUTHEA5T 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N09032'37'W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (5.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00013'52"W FOR 51.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY 509° 19'56'W FOR 1173.ZI FEET; THENCE N00°09'Z7"W FOR 60.00 FEET; THENCE 545000'29"E FOR 20.06 FEET; THENCE N090191501F FOR 1133.20 FEET; THENCE N44°53'27"E FOR 20.46 FEET TO THE SAID WE5TERLY RIGHT OF WAY OF KINGS HIGHWAY (5.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY 500°13-52"E FOR 60.00 FEET TO THE POINT OF BEGINNING. CONTAINS 1.0065 ACRES, MORE OR LESS' "CROSS USE EASEMENT' (O.R. BOOK 1954. PAGE 1049): A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, 5T. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N09°32'37'W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (5.2. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY NOO° 13'52"W FOR 635.92 FEET TO THE POINT OF BEGINNING; SAID POINT BEING A POINT OF CURVATURE; THENCE LEAVING SAID RIGHT OF WAY ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF 49°3601", A RADIUS OF 50.213 FEET, AN ARC LENGTH OF 43.56 FEET AND A CHORD BEARING AND DISTANCE OF N65° 11'00'W, 42.21 FEET; THENCE WEST FOR 434.92 FEET; THENCE NOO°OB'06"W FOR 26.00 FEET; THENCE EAST FOR 473.11 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KING5 HIGHWAY (5.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY 500°13'52"E FOR 43.72 FEET TO THE POINT OF BEGINNING. - CONTAINS 0.2072 ACRES, MORE OR LESS. "CROSS USE EASEMENT' (O.R. BOOK 1954, PAGE 1049): A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N09632'37'W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KING5 HIGHWAY (5.12. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY NOD013'52"W FOR 679.64 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY WEST FOR 473.11 FEET; THENCE N00°0B'06"W FOR 26.00 FEET; THENCE EAST FOR 435.04 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF 49.31 1". A RADIUS OF 50.20 FEET, AN ARC LENGTH OF 43.56 FEET AND A CHORD BEARING AND DISTANCE OF N65°11'00'W, 42.21 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (5.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY 500°13'52"E FOR 43.72 FEET TO THE POINT OF BEGINNING. CONTAINS 0.2572 ACRES, MORE OR LESS" LEGEND RICHARD F. & MILDRED OLSON PARCEL I.D. 2311-411-0003-000-4 LB. #671, o a. .. k FENCE 0 k 0 " '(, m —x—x—x—x—x--x—x—KY-x�-x—x—xNk x—x-+�=x �x—�a=x—x—x—x 'x�x—x— �g� x—x—xq Xti4�—x—x—x----x—x WE� ARt� / NV gxOWN WITH PEPPER TREE5 q) X x �h x��h x~ x�^ x qq x x q q N °4 '38 E 1366.71' D& gym" � V 40.0' S.C.I.* q� ti q 1 �� ti x�m ~gyp x10 ,�k x �e x x L.O. *6711 x1 mx X x ql. x qq ,qh ��0 ,�� NO ,,�. X�1. 1pq x 1� x I E X� x x X 1 x x x x 42' a �° CO x10� x�0^ tiv� x x k I~qQ xx�OQ. ` Xti° x a x x xX �� x 1 X X~ 1 q0 3^ tiq� tip^ tiQ16 ,1 , q. x O I 1 1 X x X .ro 5& x Lp q x q I wr �h ~�^ XIe X� 1�� x ,q z XN` "DEVELOPMENT PARCEL � x Ic qx xti°� p0 X�a. AREA a 22.9962 ACRES± x� N I ti ti° 1T xtiq� 0 �¢ x I c� h �' ^ ,e X,q � 9x x.�0 k1 xtiq' ,q• ��h x is yq. O X YIN q I `.zv x z x (hiv, �x q°' 1O' o N 0 x Is&9 1,01 a 1s&t L.s" f" � ♦ 12, Lp� CR055 USE FASEMENf�PI I 1 1 10A 4" ��. q� �q' O EXHIBIT "A" x x (� I X 5 12&2a• q�4^ ��e x x xti PER O.R. BOOK 1954, PAGE 1049 q1� of l J h lr q- ti0" 20' q� -� AREA = 0.2072 ACRE5• r O cQ x�°� q ,�( X' 6 x x� SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 Q G �r ° 5 ph R = _ l0&13" Ir PARCEL I.D. 2311-440-BOOB-000-3 ti L = 49030'01" 3x 1t�+^(17" z5 a. . 0 ti0 30&1a x L = 43.56' 0° �q /^� CH BEARING = N65° 11'00'E ® r x o 22• 1s• 2a• ti zs• ��h ,..,ti X xtiq X '�pjg'S9&4 ♦q CH = 42.21' x J m I X X14&12' �0' .. � ® r x�q x hX s' 34' ,t0y12• 6" �p1 h ,l^ T. I LO?� q 4e 1+ t��Y s� ^1 1z *Igr x�DEVELOPMEN AL PARCEL & ti� 04 x a 6&i o^�1P sat" 1T' h y N00°OB'06"W �p� EASEMENT NO, 3 x ti0te' + g26.00' 7, q;� 5 C.I.R. 2'OT Y. 12' 17,a, y 0� 19" x L B. #6711q/'��X1 • ��}Aa10,x1 q��E45T N 435.04'',f%e�\B 12&4' 15• 1 - -' '•t',C.— __ .— _ _ — _ N X 1y, �4tfg� . (21 z)13&10' a N90°00'00"W 1172.39' (D&M) EAST ,,��,,// x O 10' s' S. C.LR. +W X0 2 ' q- e• 2)10'S&16"" 9" Q16&19" " _ L. — — i (� I p o g. 7& 10.15" L.B. rr6711 19 . 1+• - :- p• O ti x x h' - WEST ►"� 434.92 ,e'�' x 1 1 • 0' - 0 V d o 1°1� �q' (�k3uz. x q� G r q' ° 3 x x ti ��. x V I x ti Q I Z x '7 NO N00 08'O6"W q0 I' �p X 0` �. x �X 1 �' 26.00' ti x ti`A ti 5X q' ti0 ° (1' R = 50.20' 0 .� xz, WEL w �x A = 49°30'01"^�0 O 4° h o CROSS USE EASEMENT tiT L = 43.56' 0 EXHIBIT CH BEARING = N65° I1'00'Wtio' x 0 PER O.R. BOOK 1954, PAGE 1049 CH = 42.21' �q h ° AREA 0.2072 ACRE5• 6 x�q x CAPPED IRON ROD TEMPORARY ACCE55 EASEMENT q� ELEV = 19.14' (O.R. BOOK 1976, PAGE 147)�I x � �,< (SEE MAP NOTE *0) o x o NOTINCLUDED O o, x COID 3 m O x %U N b x q. 19'2D' O o z 6 x ° GRANT OF ROAD EASEMENT x x PER O.R. BOOK 1954, PAGE 1050 r AREA = 1.01565 ACRE5= x J�0�1 x 1 x 1�. y ti0� 345°00'29"E x x X 20.06' N 44 ° 53'27' E 20.46' x x � FENCE411133.Lx _ x—X— x_.x� x= x _—x—x x _xx—; x—x x -=_ NDO09'27'W _ x 0 60.00' L.B. w6711 509° j6'3 D& 5B I P. NORTH RIGHT-OF-WAY OF CANA CANAL NO. 46 (D) - y l - / o SB9 19,56'W . 1173.21' �p PARALLEL WITH THE SECTION LINE (0) 195 c MY ,g CANAL NO.46 X SOUTH LINE OF SECTION I 1 (0) NORTH ST. LUCIE RNER WATER CONTROL DISTRICT o APPROXIMATE EDGE OF WATER 102' RIGHT OF WAY (R) BLD. BUILDING N.C.F. NO CORNER FOUND @ BA5EUNE (C) CALCULATED OHW OVERHEAD WIRE III CENTERLINE C.B. CHORD BEARING O.R. OFFICIAL RECORDS A DELTA" CH. CHORD (P) PLAT © CLEANOVT G.L.F. CHAIN LINK FENCE P.B. PLAT BOOK ELECTRIC METER BOX C.M.P. CORRUGATED METAL PIPE PC POINT OF CURVATURE CONC. CONCRETE PG. PAGE O FIND. MONUMENT (A5 NOTED) C.R. COUNTY ROAD PI POINT OF INTERSECTION 0 F.C.M. (A5 NOTED) (0) DEED OR DESCRIPTION P.O.B. POINT OF BEGINNING D.O.T. DEPARTMENT OF TRANSPORTATION P.O.C. POINT OF COMMENCEMENT FIRE HYDRANT E.P. EDGE OF PAVEMENT P.K.&D PARKER KALON NAIL & DISK M GRATE INLET E5MT. EASEMENT P.L.5. PROFESSIONAL LICENSED SURVEYOR GUY ANCHOR EXIST. EXISTING P.5.M. PROFF55IONAL SURVEYOR & MAPPER (F) FIELD PT POINT OF TANGENT HANDICAPPED F.F. FINISHED FLOOR (R) RECORDED FNO. FOUND R/W RIGHT OF WAY LIGHT POLE F.C.I.P. FOUND CAPPED IRON PIPE R.C.P. REINFORCED CONCRETE PIPE - ® MANHOLE (AS NOTED) F.C.I.R. FOUND CAPPED IRON ROD R.L.5. REGISTERED LAND SURVEYOR F.G.M. FOUND CONCRETE MONUMENT S.C.LR. SET 5/0' CAPPED IRON ROD M.E.5. F.I.P. FOUND IRON PIPE 5.C.M. SET 4X4 CONCRETE MONUMENT 5.C.M. F.I.R. FOUND IRON ROD 5.P.K.&D SET P.K.&D • S.C.LR. L.B. n6711 F.P.K.&D FOUND P.K.&D 5.R. STATE ROAD I.D. IDENTIFICATION T.B.M. TEMPORARY BENCHMARK (D 5.P.K.&D L.B. #6711 I.E. INVERT It T.0.5. TOP OF BANK p SIGN (A5 NOTED) L.B. LICENSED BU51NE55 T.O.E. TOE OF SLOPE p0' (M) MEASURED U.S. UNITED STATES x SPOT ELEVATION M.E.5. MITERED END SECTION WV WATER VALVE It PROPERTY LINE M.H.W. MEAN HIGH WATER WM WATER METER 0 POWER POLE CYPRESS TREE �LLp OAK TREE CAMPHOR TREE—x—x— FENCE (A5 NOTED) ® WELL -- FM — FORCE MAIN M WATER METER DEAD TREE PALM TREE --✓-/-J— UNKNOWN TREE LIMITED ACCESS N WATER VALVE —._ST STORM WATER A55FMBLY - w WATERLINE MAPLE TREE = PINE TREE i`�i CITRUS TREE — -- 011w — OVERHEAD WIRE NOTE: NOT ALL SYMBOLS 02 ABBREVIATIONS MAY BE USED LINE TABLE NUMBER DIRECTION 015TANCE LI 509°32'3TW (C) 25.00' (C) L2 N00° 13'52"W (C) 51.00' (C) I . 'DM *Il CAPPED 112ON ROD' IbM = 19.31' (SEE t IAP NOTE T. 05, 90.47' ( .O.TJ (D.O.T.) i I I SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST ST. LUCIE COUNTY, FLORIDA COUNTY ROAD 60 Q PROJECT LOCATION U O M LOCATION MAP (NOT TO SCALE) 95 FORT PIERCE 100, 50, 0 100' 200' SCALE: 1" = 100' u v oar, I I � N N p 1 I n w z ~ W f � O U Z _9 U nsl CL W )pt1 a a N - a U) wN W n W Z M Z ¢ 0 <pur'1 J�0)) LIS� 0 0 1`h N 0 Q 0` C) W La N IL IL d V:<w0) rT S 5(0 1dh }Nan W�mw 0V'o D},. z X W > a 0: o Nm� ° I d 'ice 5, xT rl:l m O C) O tiO SURVEYOR'S NOTES: uco O zuj O In v 1. BEARING5 SHOWN HEREON ARE BASED ON D.O.T. MAPPING FOR KING5 HIGHWAY, rj co � (Zp SECTION 94003-2503, HOLDING THE EAST LINE OF SECTION 11 AT N00°13'52"W. d- ti I Z. UNDERGROUND IMPROVEMENTS, UTILITIES AND ENCROACHMENTS, IF ANY, HAVE NOT j p BEEN LOCATED. cp ,u U I 3. REPRODUCTIONS OF TH15 SURVEY ARE NOT VAUD UNLESS FM5055FD WITH THE uJ 7 4I1 UNDERSIGNED 5URVEYOR'5 SEAL. QQ Z *E I 4. FIELD WORK COMPLETED MARCH 5, 2004 AND UPDATED JULY 15, 2004. 14 OG 6 U 0 Q 5. LEGAL DE5CRIPTION5 SHOWN HEREON WERE PREPARED BY THE UNDERSIGNED. T 05' 90.47' 6. THI5 SURVEY HAS BEEN PREPARED IN CONJUNCTION WITH COMMITMENT FOR TITLE ua.1 ( .O.T.) (D.O.T.) INSURANCE, ISSUED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY, COMMITMENT I- 500°13'53"E NO. 50106551CA, HAVING AN EFFECTIVE DATE OF JUNE 27, 2004 AT OB:00 A.M. AND W Q 60.00' 15 INTENDED TO DEPICT ALL IfEM5 IN SCHEDULE B. SECTION 11. V Q U t'. 7. PARCEL SHOWN HEREON 15 ZONED: IL -CO Q ® O 0. ELEVATIONS SHOWN HEREON REPRESENT NGVD '29 DATUM. REFERENCE BENCHMARK: (° 0 Q FLORIDA DOT BENCHMARK "1-95 05 503 RM2", LOCATED AT 1-95 AND 5.R. 60, �- `q0' P.O.B SURVEY D15K SET IN THE TOP NORTHWEST END OF THE NORTHEAST CONCRETE Z J W fA5EMENT NO. 1 GUARDRAIL OF THE 5OUTHBOUND BRIDGE, ELEV. = 50.27'. LLI LL `j 9. BASED ON AN INSPECTION OF FEMA F.LR.M. COMMUNITY -PANEL NO. 12111CO175 F. a i- _ (1Z P.O.C. BEARING A REV15FO DATE OF AUGUST 19, 1991, THE SUBJECT PARCEL APPEARS TO O I" N LL1 W SOUTHEAST CORNER SECTION it (C) LIE IN FLOOD ZONE X. _J N.C.F. ; ®,-J w �'- 0- W 0� ® W ® Q CERTIFIED TO: v = Q u NSHE HARDINGSBURG, LLC J -J »J COMMERCIAL PROPERTIES ASSOCIATES INTEGRA BANK N.A. q PINEIRO WORTMAN & BYRD, PA 0� C) COMMONWEALTH LAND TITLE INSURANCE COMPANY :. c d U U W Q 0 SURVEYOR'S CERTIFICATE: w w o THIS IS TO CERTIFY THAT THI5 MAP OR PLAT AND THE SURVEY ON WHICH IT 15 BASED WERE MADE IN (n a Q ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENT5 FOR ALTA/AGSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSP5 IN 1999, AND INCLUDES ITEMS W I 1,2,3,6,71(AW,0,9,10,11(A), AND 13 OF "TABLE A' THEREOF. PURSUANT TO THE ACCURACY ® O 5TANDARD5 AS ADOPTED BY ALTA, N5P5, AND AC511 AND IN EFFECT ON THE DATE OF THI5 J LL. < CERTIFICATION, UNDERSIGNED FURTHER CERTIFlE5 THAT PROPER FIELD PROCEDURES, INSTRUMENTATION, Lv AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO TH05E OUTLINED IN THE "MINIMUM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS FOR SURVEY m MEASUREMENTS WHICH CONTROL. LAND BOUNOARIE5 FOR ALTA/ACSM LAND TITLE SURVEYS" In GULFCOA5T SURVEY A65OCKEti, INC. LB 6711 5HEr.T NO. DATE: %" I9 (�4 RECEIVEC, CYNTHIA E. KNOPKA OCT 14 2004 1 PROFESSIONAL SURVEYOR AND MAPPER NO. 6070 STATE OF FLORIDA MARK CONSTRUCIIO''2 OF I RECEIVED SITE IMPROVEMENTS FOR: BUILDERS FIRST SOURCE-ST. Luc Po� IX"w FT. PIERCE, FLORIDA PARKING DATA NOTE: THERE WILL BE TWO SHIFTS EMPLOYED WITH 20 FACTORY EMPLOYEES ON EACH SHIFT. ON THE FIRST SHIFT THERE WILL BE AND ADDITIONAL 10 OFFICE EMPLOYEES FOR A TOTAL OF 30 EMPLOYEES ON THE FIRST (LARGEST) SHIFT. THERE WILL BE ONLY NOMINAL ADDITION PARKING REQUIREMENTS DUE TO THE NATURE OF THE BUSINESS. HOWEVER A TOTAL OF 150 PARKING SPACES HAVE BEEN PROVIDED AS SHOWN. IT IS MOST UNLIKELY THAT ANY PARKING OTHER THAN THE 52 SPACES PROVIDED AT THE FRONT OF BUILDING A.1 WILL BE USED. THE FOLLOWING IS PARKING CALUCATIONS BASED ON USEAGE OF THE BUILDINGS AND ST. LUCIE COUNTY DEVELOPMENT CODE. BUILDING A.1 AREA OF OFFICE=10,400 SF (10,400/1,000)x5= 52 SPACES AREA OF MANUFACTURING=16,000 SF (16,000/1,000)xi=16 SPACES AREA OF WAREHOUSE=36,600 SF (36,600/1,000)x.5=18 SPACES BUILDING A.2 AREA OF MANUFACTURING=4,000 SF (4,000/1,000)x1= 4 SPACES AREA OF WAREHOUSE=10,000 SF (10,000/1,000)x.5= 5 SPACES BUILDINGS B.1, B.2, B.3 AREA OF WAREHOUSE 19,125 EA AREA TOTAL= 57,375 SF (57,375/1,000)x.5= 29 SPACES BUILDING C AREA OF MANUFACTURING=32,000 SF (32,000/1,000)x1= 32 SPACES TOTAL PARKING REQUIRED= 156 SPACES USEING 1 SPACE PER 1,000 SF OF BLDG AREA TOTAL BLDG AREA 163,000 SF=163 SPACES REQUIRED TOTAL SPACES PROVIDED 163 SPACES INCLUDING 6 HANDICAP SPACES LEGAL DESCRIPTION LEGAL DESCRIPTION: LEGAL DESCRIPTION BUILDER'S FIRST SOURCE - ST. LUCIE DEVELOPMENT PARCEL A PARCEL OF LAND LYING IN THE SOUTHEAST V4 OF THE SOUTHEAST'' OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11, THENCE N89032'37"W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713), THENCE ALONG SAID WESTERLY RIGHT OF WAY N00013'53"W FOR 679.62 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY N90°00'00"W FOR 1172.39 FEET; THENCE S00009'27"E FOR 637.97 FEET; THENCE S89032'37"W FOR 195.16 FEET; THENCE N00009'27"W FOR 1278.00 FEET; THENCE N89044'38"E FOR 1366.71 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713), THENCE ALONG SAID WESTERLY RIGHT OF WAY S00013'53"E FOR 644.59 FEET TO THE POINT OF BEGINNING. CONTAINS 22.9962 ACRES, MORE OR LESS. SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST ST. LUCIE COUNTY, FLORIDA COLBURN ROAD 95 Q a COUNTY ROAD 68 _ Q z 0 Y PROJECT Y LOCATION c� 0 w V) FORT MERCE LOCATION MAP NOT TO SO4LE PREPARED FOR PinPoint Commercial, LP John P. Thompson 1220 AUGUSTA, SUITE 160 HOUSTON, TX 77057 (713) 599-1600 ■ 0110 ■ ■ , ■ ■ 400 DOUGLAS AVENUE, SUITE C DUNEDIN, FLORIDA 34698 PH. (727) 785-8844 FAX (727) 736-2953 INDEX OF SHEETS SHEET NO. DESCRIPTION 1 COVER 2 GENERAL NOTES 3 EXISTING CONDITIONS 5A WATER PLAN 5B WATER PLAN 6 SEWER PLAN 7 KING HIGHWAY DETAIL 8 KINGS HIGHWAY SECTIONS 9 PAVING AND GRADING DETAILS 10 PAVING AND GRADING DETAILS 11 WATER DETAILS 12 WATER DETAILS 13 SEWER DETAILS OCT 12 2004 MARK CONSTRUCTIQf,40. MARK CONSTRUCTION CO. 14 GRINDER PUMP STATION 115 SIGNAGE &PUMP STATION DETAILS 16 SITE TRAFFIC PATTERNS &OUTSIDE LIGHTING 17 ENVIRONMENTAL DETAILS LANDSCAPE PLAN (COPLEY DESIGN ASSOC..) Li LANDSCAPE PLAN RI-1 IRRIGATION PLAN • � Ll\ 1 2` REVISIONS: REV SHORTS WATER A�DWIA6TE�R AND ND04SEWER SERVICE 2/5/04 REV SHEETS 1, 4, 9 AND 10 4-02-04 REV SHEETS 1, 4, AND 9 4-22-04 REV 6 SHEETS 1, 4, 6 AND 10 DATE 9-13-04 BUILDERS FIRST SOURCE-ST. LUCIE DISTRIBUTION CENTER C1 DRAINAGE SYSTEM CONSTRUCTION NOTES WATER SYSTEMS FDOT STANDARD NOTES: 1. STANDARD INDICES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL CONFORM TO ASTM A48 CLASS 35, 5. CONTRACTOR TO SOD THE DETENTION POND AND SWALES AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 7. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, OR OTHER SUITABLE MATERIALS, WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 8. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 9. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. EROSION / SEDIMENT CONTROL NATURAL RESOURCE PROTECTION 1. EROSION CONTROL: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN), AS SHOWN ON PLANS, AND AS REQUIRED TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WETLANDS, AND WATERWAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH, GRAVEL, OR OTHER SUITABLE MATERIAL ON THE GROUND, AS REQUIRED, IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE, EITHER BY NATURAL DRAINAGE OR BY VEHICLE TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR LOCAL AUTHORITIES. EROSION CONTROL BARRIERS MUST BE ERECTED PRIOR TO LAND ALTERATION, INSPECTED DAILY AND MAINTAINED EFFECTIVELY DURING CONSTRUCTION, THEN REMOVED FOLLOWING SOIL STABILIZATION. ALL EROSION SEDIMENT AND STORMWATER CONTROLS SHALL CONFORM TO THE FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTORS MANUAL. 2. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY, OR OTHER EQUIPMENT OF ANY KIND WITHIN THE COUNTY RIGHTS -OF -WAY. 3. CONTRACTOR SHALL SPRINKLE OR OTHERWISE APPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION OR FUGITIVE DUST. 4. REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN TREE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION. 5. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS ON THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS. 6. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE OWNER AND LOCAL AUTHORITIES. 7. NO GRADE CHANGES SHALL OCCUR WITHIN THE DRIPLINE OF TREES TO REMAIN. 8. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE LIMITS OF THE UTILITY TRENCH AREAS WHEREVER THEY ARE WITHIN 120' OF A TREE TO BE PRESERVED. 9. CONTRACTOR SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING POLLUTION CONTROL OF STORED MATERIALS, FUEL, EQUIPMENT, OR OTHER HAZARDOUS MATERIALS USED ON SITE. ALL CONSTRUCTION DEBRIS SHALL BE STOCKPILED IN MANNER THAT DOES NOT CAUSE SOIL, AIR, OR WATER POLLUTION ON SITE UNTIL DISPOSED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 10. CONTRACTOR SHALL PROVIDE A DEWATERING PLAN TO CONTROL SEDIMENT DISCHARGE TO OTHER WATER BODIES OR OFFSITE SO THAT WATER QUALITY COMPLIES WITH LOCAL, STATE, AND FEDERAL TURBIDITY PARAMETERS. CONTRACTOR SHALL DIRECT TURBID WATER TO TEMPORARY SETTLING BASINS WITH VEGETATIVE AND/OR STABILIZED FLOW TO OFFSITE DISCHARGE AREA. 11. ALL EFFORTS MUST BE UNDERTAKEN TO PREVENT ANY EROSION OR TURBID WATER FROM BEING DISCHARGED INTO WETLANDS AND/OR WATER OF THE COUNTY. TURBID DISCHARGES THAT EXCEED 50 JTU'S (JACKSON TURBIDITY UNITS) OR 29 NTU'S (NEPHELOMETRIC TURBIDITY UNITS) ABOVE BACKGROUND LEVELS ARE A VIOLATION. HAY BALES, SILT SCREENS OR OTHER APPROVED METHODS OR EROSION/TURBIDITY CONTROL MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO INSURE THE INSTALLATION OF ADEQUATE EROSION CONTROL BARRIERS PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. THESE EROSION CONTROL DEVICES MUST BE MAINTAINED IN GOOD CONDITION THROUGHOUT THE CONSTRUCTION PROCESS AND UNTIL ALL LOOSE SOILS HAVE STABILIZED. IT IS STRONGLY RECOMMENDED THAT ALL EROSION CONTROL DEVICES BE REGULARLY INSPECTED DURING CONSTRUCTION AND MODIFIED IF CONDITIONS WARRANT. SANITARY SEWER NOTES: 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, C-900. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS AND SPECIFICATIONS. 4. ALL SANITARY SEWER COVERS SHALL CONFORM TO ASTM A48 OR FED. SPEC. QQ-1-652-B FRAME #160, COVER #145, USE 170-J OR APPROVED EQUAL. 5. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF FOUR (4) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. 6. ALL PIPING SHALL BE COLOR CODED IN ACCORDANCE WITH ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS: cl) GREEN -RAW SEWAGE PURPLE- EFFLUENT BLUE -POTABLE WATER cn u- °� 7. PIPE AND FITTINGS OR P.V.C. GRAVITY SEWER PIPE SHALL MEET THE REQUIREMENTS OF A.S.T.M. m `'I SPECIFICATION D-3034 SDR 26 u 0 GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY, TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE APPLICABLE FLORIDA WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS PER THE CONSTRUCTION DRAWINGS, IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND/OR ST. LUCIE COUNTY, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR ST. LUCIE COUNTY OFFICIALS. 4. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE EFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 5. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND SOUTH FLORIDA MANAGEMENT DISTRICT, AND/OR FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION PRIOR TO CONSTRUCTION. GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929) 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. AT LEASE 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NP,ME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHTS -OF -WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 15. ALL DISTURBED AREAS ASSOCIATED WITH CONSTRUCTION, WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO ST. LUCIE COUNTY STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON -SITE INSPECTION BY THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 17. AS -BUILT DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF AS -BUILT DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. 1. DRAWINGS TO BE THREE -MIL BLACK LINE MYLAR. 2. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 3. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTE WATER PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND, ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES AND APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC. 4. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 5. DRAWINGS SHALL $E 51 GNcD AkIP SEAC6D 13YA LI GE7J5ED SuZ'40YO2 , 1. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS, RECLAIMED WATER MAINS AND STORM SEWERS MUST CROSS A POTABLE WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE: (1) BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED / ALSO, A SANITARY SEWER OR FORCE MAIN MAY BE C900 PVC AT THE CROSSING) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS (2) ALTERNATIVELY, ONE OF THE CROSSING MAINS SHALL BE ENCLOSED WITH A 20 FOOT LONG STEEL OF PVC CASING CENTERED ON THE CROSSING. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, ENCASEMENT OF BOTH MAINS IS MANDATORY. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. PARALLEL INSTALLATIONS 2. A MINIMUM OF 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATION, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS) 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. ALL WATER MAINS IN THE NSLWMD ROW WILL HAVE A MIN OF 48" COVER IN THE ROW OF CANAL #46. 4. ALL ON -SITE PVC WATER MAINS 4-12 INCHES SHALL BE ACCORDANCE WITH AWWA C-900 STANDARDS DR18 (CLASS 150) AND HAVE THE O.D, DUCTILE IRON. ALL ON -SITE PVC WATER MAINS 2-3 INCHES SHALL BE CLASS 1120 OR 1220 (SDR 21) AND MEET REQUIREMENTS OF ASTM D-2241. WATER MAINS SMALLER THAN 2 INCHES SHALL BE P.E. MEETING AWWA C-901. IPE SHALL BE POLY-E DRISCO PIPE 510O ULTRALINE OR ENDOPURE BY ENDOT OR APPROVED EQUAL. PIPE SHALL BE ENCLOSED IN BLUE SLEEVE. WATER MAINS 14" THRU 36" SHALL BE AWWA C-905 DR21. 5. ALL DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARDS A21.51, MINIMUM CLASS 50. 6. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 7. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 8. THRUST BLOCKING OR RESTRAINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 9. ALL PCV WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241, 10. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE ST. LUCIE OR FPUA COUNTY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE ST. LUCIE COUNTY DEPARTMENT OF PUBLIC WORKS OR FPUA. STORMWATER POND AND UTILITY CLEARING AND SITE PREPARATION NOTES 1. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING INFRASTRUCTURE CONSTRUCTION IN ACCORDANCE, WITH SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. 2. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 3. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 4. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS. 5. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 7. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 8. ALTHOUGH NOT ANTICIPATED, THE LOCATION OF ANY EXISTING UNDERGROUND UTILITY LINES, WELLS OR OTHER BURIED PIPING OR STRUCTURES ASSOCIATED WITH PAST SITE USE WITHIN THE CONSTRUCTION AREA SHOULD BE ESTABLISHED PRIOR TO CONSTRUCTION. PROVISIONS SHOULD THEN BE MADE TO RELOCATE ANY INTERFERING UTILITY LINES WITHIN THE CONSTRUCTION AREA TO APPROPRIATE LOCATIONS. IN THIS REGARD, IT SHOULD BE NOTED THAT IF ABANDONED UNDERGROUND PIPES ARE NOT PROPERLY REMOVED OR PLUGGED, THEY MAY SERVE AS CONDUITS FOR SUBSURFACE EROSION, WHICH SUBSEQUENTLY MAY RESULT IN EXCESSIVE SETTLEMENTS, 9. SITE CLEARING, GRUBBING AND DEMOLITION SHALL INCLUDE THE REMOVAL OF TREES, GROUND BRUSH, ORGANIC SOILS, ROOT MATS, EXISTING STRUCTURES, PAVEMENT, UTILITIES OR OTHER DELETERIOUS MATERIALS ENCOUNTERED. CLEARING AND GRUBBING SHALL BE REVIEWED BY THE CIVIL ENGINEER PRIOR TO BEGINNING CONSTRUCTION AT THE SITE. AS A MINIMUM, THE CLEARING OPERATIONS SHALL EXTEND AT LEAST 5 FEET BEYOND THE BUILDING PERIMETERS. ANY EXCAVATIONS OR CAVITIES FORMED BY THE REMOVAL OF ORGANIC MATERIAL, GROUND BRUSH OR STUMPS SHOULD BE FILLED WITH CLEAN, COMPACTED STRUCTURAL FILL. 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL CONFORM TO THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. 2. THE APPLICANT'S ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) FOR THE PROJECT IS IN ACCORDANCE WITH THE APPLICABLE FDOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS: THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U. S. DEPARTMENT OF TRANSPORTATION, FHWA). 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTOR'S EXPENSE. 4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART OF THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO ADDRESS EVENTUALITIES SUCH AS HURRICANES. 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE 6. THE LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. 7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL MAINTENANCE OFFICE TO SCHEDULE A PRE -CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 772-465-7070OR 1-800300-8236. 8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL 10. SPECIFY THE ALPHANUMERIC IDENTIFICATION FOR THE CURB CUT RAMPS PER STANDARD INDEX 304. A COPY OF THE APPROPRIATE DETAIL(S) MUST BE SHOWN ON THE PLANS. 11. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTOR'S EXPENSE. 12. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED WHEN LANES ARE NOT CLOSED. NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES ARE TO BE OPENED BY 4:00 PM. 13. THE PAVEMENT SPECIFICATION SHOULD READ: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 31/2" MAXIMUM, INCLUDING FRICTION COURSE. 14. LIMEROCK BASE SHALL BE A MINIMUM OF 12" AND COMPACTED IN 6" LIFTS TO 98% MAXIMUM DENSITY ACCORDING TO AASHTO-T180. CONSTRUCTION TO CONFORM TO SECTION 200. BASE TO BE PRIMED AFTER COMPACTION. 14. STABILIZED SUBGRADE - MINIMUM 12" THICK AND COMPACTED TO 98% MAXIMUM DENSITY ACCORDING TO AASHTO-180. MATERIAL TO HAVE MINIMUM L.B.R. OF 40 AND CONFORM TO SECTION 160. 15. REMOVE ALL MUCK, OVERBURDEN, AND ROOT MATERIAL TO THE RIGHT-OF-WAY LINE, AND BACKFILL TO THE REQUIRED SUBGRADE WITH CLEAN, GRANULAR MATERIAL IN MAXIMUM 6" LIFTS COMPACTED TO 100% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T99-C SPECIFICATIONS, AND EACH LIFT TESTED BEFORE PLACING NEXT LIFT. 16. SODDING SHALL BE IN ACCORDANCE WITH SECTION 575. 17. FLAGGERS MUST BE PRESENT DURING THE INGRESS AND EGRESS OF CONSTRUCTION VEHICLES TO AND FROM THE PROJECT SITE. WARNING SIGNS MUST BE ERECTED ADVISING MOTORIST OF TRUCKS ENTERING THE HIGHWAY. GENERAL NOTES FOR WORK WITHIN FDOT RIGHT OF WAY 1. SEE GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION. ROADWAY. AND TRAFFIC DESIGN GUIDELINES, DATED JANUARY 2004, AND FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2004. 2. CONSTRUCTION OF MITERED END SECTIONS PER FOOT STANDARD INDEX 273. 3. CONSTRUCTION OF DRAINAGE CONNECTIONS PER FDOT STANDARD INDEX 280. 4. CONSTRUCTION OF TYPE E CURB PER FDOT STANDARD INDEX 301, 5. MAINTENANCE OF TRAFFIC PER FDOT STANDARD INDEX #613 DURING CONSTRUCTION OF WESTBOUND LANE, DRIVEWAY AND ADJACENT DITCHWORK. MAINTENANCE OF TRAFFIC PER FDOT STANDARD INDEX # 617 DURING CONSTRUCTION ADJACENT DITCHWORK. 6. THE DRIVEWAY CONNECTION MUST BE IN CONFORMANCE WITH AND CONSTRUCTED TO THE FOOT DESIGN STANDARDS INDEX 515. 7. ALL AREAS IN THE RIGHT OF WAY DISTURBED DURING CONSTRUCTION MUST BE RESTORED, COMPACTED, SODDED AND WATERED IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 981 AND DESIGN STANDARDS INDEX 105. 8. TRAFFIC SIGNS AND PAVEMENT MARKINGS MUST BE IN CONFORMANCE AND BE CONSTRUCTED TO THE FOOT DESIGN STANDARDS INDEX SERIES 11000 AND 17000. 9. SIGNS AND MARKINGS MUST BE CONSTRUCTED IN COMPLIANCE WITH FOOT DESIGN STANDARDS INDEX SERIES 11000 AND 17000 AND DISTRICT 4 TRAFFIC DESIGN GUIDELINES. ALL TURN LANES AND TURN LANE TRANSITIONS MUST BE IN CONFORMANCE AND BE CONSTRUCTED TO THE FDOT DESIGN STANDARDS INDEX 301 AND 526. 10. EROSION CONTROL, SILT FENCES, TURBIDITY BARRIERS ETC. MUST BE IN CONFORMANCE WITH THE FOOT DESIGN STANDARDS INDEX 100 SERIES. 11. THE FOOT MUST BE NOTIFIED 48 HOURS PRIOR TO STARTING CONSTRUCTION AND THE CONTRACTOR MUST SCHEDULE A PRE -CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION. 6 - 5 - 4 - / 3 - 1 ADDED NOTES FROM COINER 3-4-04 BUILDER FIRST SOURCE-ST. LUCIE 4Wf � f✓6GG 9 400 DOUGLAS AVENUE, SUITE C DUNEDIN, FLORIDA 34698 PH. (727) 785-8844 FAX (727) 736-2953 DATE: 12/10/03 ISHEET 2 OF 17 PROJECT No. 03046 TITLE: GENERAL NOTES �n rL"' C� '4" LUINIINU MWI I LAINU U= IVIAU UMI%JmuF— MVG O. 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BUILDING OHW OVERHEAD WIRE (C) CALCULATED O.R. OFFICIAL RECORDS C.B. CHORD BEARING (P) PLAT CH. CHORD P.B. PLAT BOOK C.L.F. CHAIN LINK FENCE PC POINT OF CURVATURE C.M.P. CORRUGATED METAL PIPE PG. PAGE C.R. COUNTY ROAD PI POINT OF INTERSECTION (D) DEED P.O.B. POINT OF BEGINNING D.O.T. DEPARTMENT OF TRANSPORTATION P.O.C. POINT OF COMMENCEMENT E.P. EDGE OF PAVEMENT P.K. PARKER KALON ESMT. EASEMENT P.L.S. PROFESSIONAL LICENSED SURVEYOR (F) FIELD P.S.M. PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR PT POINT OF TANGENT FND. FOUND (R) RECORDED F.C.I.P. FOUND CAPPED IRON PIPE R W RIGHT OF WAY F.C.I.R. FOUND CAPPED IRON ROD R.C.P. REINFORCED CONCRETE PIPE F.C.M. FOUND CONCRETE MONUMENT R.L.S. REGISTERED LAND SURVEYOR F.I.P. FOUND IRON PIPE S.C.I.R. SET 5/8' CAPPED IRON ROD F.I.R. FOUND IRON ROD S.C.M. SET 4X4 CONCRETE MONUMENT F.P.K.N.D. FOUND P.K. NAIL & DISK S.R. STATE ROAD I.D. IDENTIFICATION T.B.M. TEMPORARY BENCHMARK I.E. INVERT ELEVATION T.O.B. TOP OF BANK L.B. LICENSED BUSINESS T.O.E. TOE OF SLOPE (M) MEASURED U.S. UNITED STATES M.E.S. MITERED END SECTION WV WATER VALVE N.C.F. NO CORNER FOUND WM WATER METER CYPRESS TREE OAK TREE q CAMPHOR TREE DEAD TREE PALM TREE UNKNOWN TREE MAPLE TREE �`€ PINE TREE CITRUS TREE III BASELINE t CENTERLINE A DELTA m ELECTRIC METER BOX v O SIGN (AS NOTED) 0 FND. MONUMENT (AS NOTED) 00' x SPOT ELEVATION ❑ F.C.M. (AS NOTED) Ill PROPERTY LINE FIRE HYDRANT 0Q POWER POLE ® GRATE INLET WELL GUY ANCHOR WATER METER HANDICAPPED N WATER VALVE WATER ASSEMBLY LIGHT POLE FENCE (AS NOTED) © MANHOLE (AS NOTED) FORCE MAIN ® M.E.S. LIMITED ACCESS STORM © S.C.I.R. L.B. #6711 WATERLINE ® SET P.K. NAIL & DISK L.B. #6711 OVERHEAD WIRE NOTE_ NOT ALL SYMBOLS OR ABBREVIATIONS MAY BE USED �! 10 a 10 0 m O m C --I C M Im 0 m z m v I� r O z m I O Im 0 m C 0 z Ic m L0 o z I� m —1 � I o I D 90.47' (PROPOSED FDOT)Ir I z m POINT I IFBEGINNING i POINT OF COMMENCEMENT' SOUTHEAST CORNER SECT17N 11 4b 7 6 - 5 - � 4 - 3 - 0 `` 1 ADDED MOT ROW NOTE 3-8-04 z � \ BUILDER FIRST SOURCE-ST. LUCRE L/2�21I2� 400 DOUGLAS AVENUE, SUITE C DUNEDIN, FLORIDA 34698 PH. (727) 785-8844 FAX (727) 736-2953 DATE: 12/10/03 SHEET 3 OF 17 PROJECT No. 03046 IT`E:EXISTING CONDITIONS 0 LI BERM AROUND ENTIRE SITE MIN EL-2f.25- 3 Lu I uJ f0.0' Q TYP Z Icc I� x 2 Lu I cn Z Q I J 225LF OF 60 r UNDERORAIN . C[£ANOUTS DETA/L SEE cc W 2 I C7 Z u- . O a N I STR 4 TR£47bfE7VT' SWALE CONTROL 0 S7RUCTU a 4 OF .. C.� OLF b 30 RCP A O• o6 3IN O• O• z I Q' z�Z m• IIIIIIIIV• wlC7 LL: I I i i i Lr,, ZONING RM-11 LAND USE D ORANGE AVE � \ MIN EL=2r. BERM AROUND N89'44'38"E 1366.71' (C) • PROJECT BOUNDARY ' • • • .. , , , , , , , • 5, • , ... ..y . _�.... ... ... ... ... ... • ar 7WA7MENT SWALE _ 89' SETBACK tv N 1711 W O ? ? ZO•p0 '8.0 lYP n�'b ®70' SETBACK ! / / �•, �• '?p r !,O ® 20.12 q� Q� �• 15' CANOPY O HANG 7YP 2 / / , / / / , , , , / , / / I �M / d � r' /! PROPOSED PREENGINEEREO // ® ' C�''S7'(7RiN'.'L7RA%N• , / / / ; PROPOSED PREENGlNEEREO o 270,'IF. , Mf�L BUILDING 26 fAI�E •'G':''' %/////i, / /.•,/ \ METAL BUILDING 20' EAVE 09 40 FFE=21.7 85' rYP i // , r, / , / r / PAQUE SCRMING WALL < i 13 / / . f / , ADE E7 EVA77ON t I 225' TYP ''?jj,' , �6 Q / r / I 9 Q / '.r 5•' , / , I / 5 ,. aJ �7 . 1 ry .p `J 6 9X / J p 7/0 „°. h' 2 / •AJ N 1 S R O. G' , / -:wE / .....�?..,.., a DIN .' :::::•5 /NV-17.25 .'.'.:'�'�:::.••�,,'�:.'.'•'.'•'.':.:'•'.'•'.'.'.',:'.'..'t7l, Q GRATED INLET FDOT INDEX BOIL G C 5 aJ, . SS''.: :::::C .,••.....,... , aao LANOSCAREI....... ..Z..... 177 200 . , . . , .. f.P 2 .25 '.': ,':..:.'... , . • : � • , , , • , .:.','.': ,'.'::.'.':: '.',':. . ... .. .... .. •:.:':.' ' /NV=17.25 , r / / R!M 22.00 / / 8 0 / 2 0• r / r / r lNV=17.25 / \\\y / :�. f / V / / a i ' d, F l ! '4. ,cV �V. ' C 70' / P OSE D ROP D PREENG/N ERE '• I: P / / / 15" / METAL BOLD/ G 26' SAVE N / / 2 .05 i' 2 7 / , a I 4 0 o;. / / / / / r / M / , , .f • P / C1.. • / / / 0• Q' a / J• 0 / '1. 2 4 a a, v20o' I / , 5 , / ,7 + a / / •o 1 / / / $. O' / / •'4 N NEERED / :#'• PROP S£D FREE G / ^x y.' b , l IN ST RY A l N SINGLE 0 / ET L DING r 2 / , / b _ / :.. H T 2 .00 , EIGH FFE 2 6&9 2 350' „' S / r W 6 .�. N N 2 / 0 8 MH• ND.' 2 0 0 Y3• 0. „ •42.5 •X I 1 206 12 '1 �0 A 24 6 NW /NV=f5.56 1 x BUILDING A SE INV=15.46 (ao,000 SF) on $ P6o RIM=21 POSED PREENGIN D 19 .9 YE 1 PRO SERE 0 U! /NG 26 r METAL B LD EAVE O• Ho y cb' f RTY GUARD O'Xf0' 5ECU c9a _ : ;. O fFE-220..05 „ `b W SECUR7Y GATES 0 6 :1'"5'.'.': ;':'; :'.'.':'. 0 31C 10&13 A„ ° 25" O f' br9c.1' LANDS ISLA o '}.�,� X 10• '•�o ,� .°riy�.;.;.•.�.�.�'•�k . �' ,10 N W O� la • �-" /r ti 1 X 1gp6 19.8� ` 19.7 Q r. C�iVVEYANCE SWAlS�26 4&12' M 0' , x 16 f29 LF OF 8b PVC 202 jQ 9• fKi a 10 0 D Q. • SLOPE = 0.459. r cos n 1.55 0° 2 y� n 2 1 X Y �o ,`�. Y gy�pp�,, 1' i �4� "1r727' SETBACK • •2. / r- _. - � - 13 >l( 8" � 2&4"- - - - - ', �• ,... .; iWa'•i�;/i!E " / �• Q5 70. UD - `- [/D - -° 2 8 2 13& 10TREATMQV 5WALE !' ;7g 7Q 0 y 1: O.yYP N • ti D Y � (ri 7 .38 P WECT' B UN 1 w• E 2 0' 1 5 XC 1 O' " I d �L Y( 16& „ X 14 RCP 1 I 2 30 Y( (2)10 58c18K 9 ^�, .'.r :'.; ::.':'.' _ " 10OLF OF 6b UNDEROR4/N WITH CLEANOUTSQ e 26' PA O LANE X 27 ?�) YC (3)12" SEE DETAIL 2 8' CHAINUNK SECURTY FENCE N 452' ACCESS EASEMENT ?s -- \ 7RUC7URE S7R ,�3 Ryok0 X 6"(3)11 N X 22" I 20" N�b X TREATMENT SWALE CONTROLS ( ) 8' CHA/NLINK SECURTY FENCE X N t'�`T' `L X X'` i N 0 ' 8' CHAINUNK SECURTY FENCE �00 �°' I T� X 16" X 0 z I � I o ' m X� - BERM AROUND EIV77RE 97E MIN 0-=21.25A 3 I I • _(sm 1s)WET POND OUTFALL CONTROL STRUCTURE � .�tK X 30'X 20Z 16" --20y - ---- - - 20 ACCESS EASEMENT FOR CORNS 40, ACCESS EA: I 20' 89132'37" 195.16 NORTH RIGHT-OF-WAY OF CAN 102' RIGHT OF WAY (RR) -3tl" RCP Z NING AR-1 LANDUSE RS '_MEE� - - - rm BERM AROUND ENTIRE S17E SPILLWAY SEE DETAIL MIN EL=21.25 Q 3 'o �O`L ^�o >( ZONING IL - LANDUSE MXD ORANGrE AVE SITE DATA 1. PROPERTY PARCEL NO.2311-440-0000-000/3 2. FUTURE LAND USE DESIGNATION FOR THE SUBJECT PROPERTY IS MXD-ORANGE AVE. ZONING IS IL (INDUSTRIAL LIGHT) 3. AREAS: TOTAL ACREAGE= 22.99 ACRES (1,001,713 SF) TOTAL BLDGS = 163,375 SF TOTAL HVY ASPHALT = 242,818 SF A DEVELOPMENT SCHEDULE: TOTAL LT ASPHALT = 16,399 SF TOTAL STABILIZED AREA = 76,437 SF COMMENCEMENT DATE 05/15/04 TOTAL IMPERVIOUS = 499,011 SF COMPLETION DATE 01/15/05 TOTAL OPEN SPACE = 502,702 SF (50 %) (DATES ARE APPROXIMATE AND 4. BUILDING AREAS: MAY CHANGE) BLDG A=60,000 SF BLDG A.1=14,000 SF BLDG B.1=19,125 SF(27,755 SF TOTAL WITH OH) BLDG B.2=19,125 SF(27,755 SF TOTAL WITH OH) FUTURE BLDG B.3=19,125 SF(27,755 SF TOTAL WITH OH) FUTURE BLDG C=32,000 SF 5. SURROUNDING LAND USE AND ZONING: NORTH - LAND USE MXD ORANGE AVENUE ZONING RM-11 (RESIDENTIAL, MULTIPLE-FAMAILY-11 DU/AC) SOUTH - LAND USE MXD ORANGE AVENUE ZONING IL (INDUSTRIAL LIGHT) SOUTH - LANDUSE IRS (RESUDENTIAL SUBURBAN) ZONING AR-1 (AGRICULTURAL, RESIDENTIAL-1 DU/AC) EAST - LAND USE MXD ORANGE AVENUE ZONING IL (INDUSTRIAL LIGHT) WEST - LAND USE MXD ORANGE AVENUE ZONING RM-11 (RESIDENTIAL, MULTIPLE-FAMAILY-11 DU/AC) A PROPERTY OWNER: NSHE HARDINSBURG, LLC A ENGINEER: GAYLOR ENGINEERING A SURVEYOR: GULFCOAST SURVEY A UTILITY PROVIDER: FT. PIERCE WATER UTILITIES w I WELL w i o I N"b X N? X II �° X z GI O X,� �I X I e`' ® 65, FDOT RO 1�e X n r_ X 26" z rn X .me I II LINE (D) 2'37"W 25.00 W 25.00' (D} / I i (SECTION 1, TOWNSHIP 35 SOUTH, RANGE 39 EAST I, I ( I 90.47' 60 0 30 60 120 r) I(PH4 � DT) (DOT) I ��- - - -� I 1 (IN FEET) ( I 1 inch = 60 ft. I � I O ' I S I TT SECT R SECTION LE E In X Q In X Z k SHEET NUMBER I I ti p I � I G i V m rn I I C? I/ I o / 0m I I I I � 0 I- 0 z I 0 z O I cI G7 !J I 0 O I 2 !.N Gi I v - I � I n I I I i� W M ARO ENARE SITE BER ND U I = 1 MIN EL 2 .25 I I PROPOSED SIGN A I MAXIMUM 30 fET /N HEIGHT MAXIMUM 645 I I I I I $QUAKE FEET I I IAI REMOVED fR0 PLANS M REV 6 9-13- FDOT 7REA7M T POND I SEE DETAIL X 10 II � I SURVEY LEGEND: _ BUD. BUILDING OHW OVERHEAD WIRE (C) CALCULATED O.R, OFFICIAL RECORDS C.B.CHORD BEARING P () PLAT CH. CHORD P P.B. PLAT BOOK C.L.F.CHAIN LINK FENCE PC PINT OF CURVATURE 0 C.M.P.CORRUGATED METAL PIPE PG PAGE C.R. COUNTY ROAD C PI POINT 0F INTERSECTION D () DEED P.O.B. POINT OF BEGINNING 0 D.O.T.DEPARTMENT OF TRANSPORTATION P.0 .C. F COMMENCEMENT POINT 0 C E.P. G F PAVEMENT EDGE P .K. PARKER KALON ESMT EASEMENTP.L.S. M P. PROFESSIONAL IONAL LICENSED SURVEYOR (� FIELDS P.S.M. I PROFESSIONAL SURVEYOR & MAPPER 0 L RV U EY F F FlNISHED FLOOR PT PO TNT OF TANGENT FND. FOUND R)) R/W RECORDED F.C.I.P. FOUND CAPPED IRON PIPE RIGHT OF WAY F.C.I.R, FOUND CAPPED IRON ROD R.C.P. REINFORCED CONCRETE PIPE F.C.M. N MONUMENT FOUND CONCRETE R.L.S. R L REGISTERED LAND SURVEYOR F.LP FOUND IRON PIPE 0 . ,LR. S C b SET 5 8 CAPPED IRON ROD / F I F.I.R. FOUND IRON ROD S.C.M. N MONUMENT S ET 4X4 CONCRETE F.P.K.N.D. I DISK FOUND P.K. NAIL. & D S S.R. 5T ATE ROAD I.D. 1 FICATION CATION IDENTI T.B.M. TEMPORA RY BENCHMARK I.E. INVERT ELEVATION P 7P OF BANK TO L.B. LICENSED BUSINESS T.O.E. T OF SLOPE OE M () MEASURED NITED STATES M.E.S. MITERED END SECTION WV WATER VALVE N.C.F. NO CORNER FOUND WM WATER METER CYPRESS S TREE 9 OAK TREE CAMPHOR TREE DEAD TREE PALM TREE UNKNOWN TREE MAPLE TREE PINE TREE CITRUS TREE It BASELINE CENTERLINE Q DELTA M ELECTRIC METER BOX v O SIGN (AS NOTED) Q FND. MONUMENT (AS NOTED) 00' SPOT ELEVATION ❑� C.M. F ( NOTED) ) x 0 PROPERTY LINE -lJ!- FIRE HYDRANT POWER POLE ® GRATE INLET @ WELL - 3 GUY ANCHOR ® WATER METER HANDICAPPED M WATER VALVE M::� WATER ASSEMBLY LIGHT POLE FENCE (AS NOTED) CJ MANHOLE (AS NOTED) FORCE MAIN M.E.S. LIMITED ACCESS STORM (D S.C.I.R. L.B. #6711 WATERLINE ® SET P.K. NAIL & DISK L.B. #6711 OVERHEAD WIRE NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY BE USED to I l0 I 1 I Io I Irri x ' n C Iz ;0 1 I, I0 y rn 10 A I G) Z m '( ( a 10 I 1C �T 00 C Im ID 0 r z 0 0 Irri z Im I rn 1� - �o v ,o 0 140' R POSED FDOT I� o� 90.47' I n (PROPOSED FDOT)'r- Im ,Dc I Of I I G ROP ! ,. A011t"1W ""I >bovsaw gramow 'ammw >, L P,ri Nm/ AYPC WSL4 MAM II I 1 I II I I 6 REMOVE FTIOT TREATMENT POND 9 73 04 5 REV FOR ENV COUNTY 5-10-04 4 i 04 21 (3 RE 04102104 4 2 REV PER COUNTY COMMENTS 2-23-04 O 1`�0 1 GRADING REVS PER SFWMD 01 30 04 '< I6 �- POINT F BEGINNING j BUILDER FIRST SOURCE-ST. LUCIE POINT OFI COMMENCEMENT° 400D000LASAVENUE, SUITE c DUNEDIN, FLORIDA 34M OOUTHEAST (CORNER SECTION 11 PH. (M7)7854W FAX (7M736.23 DATE: 12/10/03 SHEEr 4 OF 17 j}}•. JJ! PROJECT No. 03046 TITLE: SITE PLAN J H LL w a 102' ROW CANAL NO. ft7_O& ' 53' NOM VARIES EL-f&O TO 21.0 " CANAL NO. 46 XNKEL=11.0' TO 13.0 PROPOSED 12" WATER MAIN 2 SEE SHEET 2 FOR WATER MAIN MATERL4LS © TYP SECTION THRU CANAL NO. 46 © 2" EXISTING 12" PVC WA7ER MAIN PQM W Y- f a J a ROCK ROAD ROW 122' J z 3/4 " TAP FOR 8LORIA647701V & SAMPLING", U N L P L A T T E D L A N D S FENCE I I LHYDRANT Ass SEE DETAILS ow6' WA7ERLINE PLACEMENT OR CENTER IN EASE7r1E7vT " I A ©12" G47E VALVE Wl7H PERM 2" BLOW OFF ASSY BSP4 1 I I I I I 672 LF OF 12" WATER MAIN 0 IN PROPOSED WET TAP AND VALVE WITH 314" TAP FOR PRESSURE; I I, CHLORINA77ON & SAMPUNG BSP1® 12 WATERLINE EASEMENT d2"GV I ©LOC47E PROPOSED 12" PVC WATER MAIN 5' SOU7X OF ROW LINE W17H 48" MIN COVER IN ROW 12" 7EE GV & SSP2�© -_- — — — — _ — 3 SBW --J I --------- — -- — -- -- ---- —---Wp—pF Nq----— ,a'Saw ,sesar(D)----- —--------- ---- — iW �} — — --w-- 2 — 1®NORTH OF WA (Na N0. 46 (D) _SBg'32'37w 1308.37' (G) ��, T PARALLEL WITH THE SECTION LINE (p) G W _ _ _ ��.1.1 _ _ _ — — — �--^. �Sa9'32'37w 25`00' ;(Q% _ _ _ _ — — — — — — — — — — — _ . F . _ _ . _ 7 / A�0— 16 — — — — — — — sas',9'saNa fat5�-- 00 (\ f .� = — . ___• _.. .� — — =..._ �A1 V f V (/. `Y' C/ -SOUTH LINE OF SECTION „ (0) — — — ,. — —. W' Z NO. 4a R _. — -- — — — — — — — — — — — — — — — —_ ..—_N00'26'31w 51.00'(D)� L102' CANAL ROW I 1 ® 1522 LF OF 12" PVC WATER MAIN I ! II I I SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST 1 120 0 60 120 240 I I (IN FEET) 1 1 inch = 120 ft. cc z ©LF OFJ14" PVC 12" TEE M/12x4 RED W/ TV II I POINT Q1F BEGINNIN I. I i y POINT OFI COMMENCE SURVEY LEGEND: BLD. BUILDING OHW OVERHEAD WIRE (C) CALCULATED O.R. OFFICIAL RECORDS C.B. CHORD BEARING (P) PLAT CH. CHORD P.B. PLAT BOOK C.L.F. CHAIN LINK FENCE PC POINT OF CURVATURE C.M.P. CORRUGATED METAL PIPE PG. PAGE C.R. COUNTY ROAD PI POINT OF INTERSECTION (D) DEED P.O.B. POINT OF BEGINNING .0 T. DEPARTMENT OF TRANSPORTATION P.O.C. POINT OF COMMENCEMENT E.P. EDGE OF PAVEMENT P,K. PARKER KALON ESMT. EASEMENT P.L.S. PROFESSIONAL LICENSED SURVEYOR FIELD P.S.M. PROFESSIONAL SURVEYOR & MAPPER F.F. FINISHED FLOOR PT POINT OF TANGENT FND. FOUND (R) RECORDED F.C.LP. FOUND CAPPED IRON PIPE R RIGHT OF WAY F.C.I.R. FOUND CAPPED IRON ROD R.C.P, REINFORCED CONCRETE PIPE F.C.M. FOUND CONCRETE MONUMENT R.L.S. REGISTERED LAND SURVEYOR F.I.P. FOUND IRON PIPE S.C.I.R. SET 5/8' CAPPED IRON ROD F.I.R. FOUND IRON ROD S.C.M. SET 4X4 CONCRETE MONUMENT F.P.K.N.D. FOUND P.K. NAIL & DISK S.R. STATE ROAD I.D. IDENTIFICATION T.B.M. TEMPORARY BENCHMARK I.E. INVERT ELEVATION T.O.B. TOP OF BANK L.B. LICENSED BUSINESS T.O.E. TOE OF SLOPE ( MEASURED U.S. UNITED STATES I.S.M MITERED END SECTION WV WATER VALVE N.C.F. NO CORNER FOUND WM WATER METER CYPRESS TREE OAK TREE CAMPHOR TREE DEAD TREE PALM TREE UNKNOWN TREE t MAPLE TREE PINE TREE CITRUS TREE 6 BASELINE Q CENTERLINE A DELTA ELECTRIC METER BOX v �y SIGN (AS NOTED) 0 FND. MONUMENT (AS NOTED) SPOT ELEVATION F.C.M. (AS NOTED) x0� FIRE HYDRANT P_ PROPERTY LJNE 0 POWER POLE ® GRATE INLET ® WELL - GUY ANCHOR ® WATER METER HANDICAPPED N WATER VALVE LIGHT POLE � WATER ASSEMBLY FENCE (AS NOTED) Q MANHOLE (AS NOTED) FORCE MAIN ® M.E.S. LIMITED ACCESS S.C.I.R. L.B. #6711 STORM WATERLINE IB SET P.K. NAIL & DISK L.B. #6711 OVERHEAD WIRE NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY BE USED r PROPOSEDLEGEND / / / V r >. %-#% .0, . r r AAVRO" aW&V Aftl" > i A?aVS,, LtWrASI My/ i ii/� �i i �/ i OS)2124W AkjW 7 - 6 5 - 4 2 R£V PER FPUA 7 28 Ind 1 I REV PER FPUA 214104 :�: BUILDER FIRST SOURCE-ST. LUCIE 400 DOUGLAS AVENUE, BURS C DUNEDININS FLORIDA FAX (7 PH. (127) 785•9844 FAX (727) 736-2953 DATE: 12/10/03 SHED 5A of 17 PROJECT No. 03046 WATER PLAN 12 " 90 ° BEND z 26' I I� I • r-, 4 1020 LF OF 2" PVC . G , w a, • aw • a �;06 l', _• a. a moo'` 2 "P VC 5 BEND MH NO.oil 2 NW INV 15.56 SE 1NV=15.46 1g 2 R/M=2f.17 e `41P 2" PVC 90 TEE / 70 129 LF OF 8" PVC �� w- -w _----^ 7 SLOPE = 0.453'- PROPOSED 12 ' WA T EASEMENTFN FM---�'''T FU ^FM CENTER 12" Vl!A TERMAIN - - - -72" RUC----------- ---------------- - - -- — — — w w w w w w w w ---w w w w BUILDING A (601=1$9 A2 " PVC AM/BFP L--------Q--------- .. ... ... ... ...� ... ... ... ... ... .. ... ...�.... ... ,.... 1172.38' PROJECT BOUNDARY L_, � 1 " SERVICE TO LIFT STATION BACK FLOW & METER ASSY SEE Q 1187 FL OF 72" PCV WATER MAIN HYDRANT ASSY SEE DETAILS 8SP3Q 0 FV TERUNE PLACEI✓1ENT OR CENTER IN EASEMENT 672 LF OF 12"' WATER MAIN A 12' WA TERLINE EASEMENT 12 "GVA, INV OF PROPOSED SNAMARY V § .., SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST FPUA DETAIL 10 ON SHT 12 J I 1 ®"We w o I� �j HYDRANT ASSY SEE DETAILS A Al2 " GA TE VA VE WI TH PERU 2 " BL OW OFF ASSY 8SP4 PROPOSED EL AT CROSS/NG =20.5 OF PROPOSED 2" PVC WATER MAIN=17.3 PROPOSED SANITARY LINE=16.82 DETAIL OF CROSSING AT 2" WATERMAIN PROPOSED EL AT CROSSING =21.7 TOP OF PROPOSED WATER MANS EL= 11 INV OF PROPOSED WATER MANS EL=1 INV EL OF PROPOSE 2" FORCE MAIN=15.5 4 " WATER MAIN AL FM=15.75 DETAIL OF CROSSING AT 2" FORCEMAIN AND 4" WATERMAINS -C I I �A, I " TEE GV & BSP2 I � 12 cl I — _ — — — — — — — S89° 19'58"W 1368.37' (D) ----------- " ° _ PARALLEL WITH THE SECTION LINE (D) —N89°32'37'E 19 6 NORTH RIGHT—OF—WAY RIGHTA 0 OF CANNO.NO. 46 (D) S89°32'37"W 1368.37' (C) Q ��, — — — — — — — -------------------------------------- —-------- --- ------•—_........_------.--.----.--.-- —S89°32'37"W---- .--.--I SOUTH LINE OF SECTION 11 (D) — — — — — — — CANAL NO. 46 — — — - S89°19'58"W 25.00' (D) _---�_ — —_ ------ Y------- _._-- — ----_ c.-------------------- itlfl6=1-3'5-2"dV--5�..00' (C ` Gi I N00026'31 "W 51.00' (DD�' � � I V I G II I . I Im x I I� Iz •rn D 4 I� �I I� I to I� I< 'r Im 'I I M 1 to 1 140' REPOSED FDO I I i I i I I II I I POINT I I POINT 0 $OUTHEAS' I ;4;es us 50 0 25 50 100 (IN FEET) 1 inch = 50 ft. I �a 1100 LF OF 14 " PVC i I 12 " TEE 11112x4 RED �1 R W "GV I �a 1 I I i I PROPOSED LEGEND , ° --- s» — sD —•— s7 — LR7LAO44Y AP.'�D slr�r /I�IIm AIM22v awe? aw AFL SIN &%VF w—AW&WV MW --6.00-� / AW2t2uD mm »20 A?4ck2W AW MABIWT AW Arum AN WZW .9W 0MMV ADD .%r.Aar4wv & OW" OWT AM4129ED S'ta5pAKAOr ADW:r A4!'Y D AfRWA" Kr AREA AR7gg9'V LA:WlA£AWTAW4 6 - 5 - e 4 - c� 3 _ 1 BEG PER FMIA 2 4 04 Z ER FIRST SOURCE-ST. LUCIE Ar !��Lt�1 L02 �/7.! GI24E,E 400 DOUGLAS AVENUE, SURE O DUNEDIN, FLORIDA 34OW PH. (727) 785-3344 FAX ('727) 73&2M DATE: 12/10/03 SHEET 5B OF 17 PROJECT No. 03046 TITLE: WATER PLAN W U z w u_ N89'44'38"E 1366.71' (C) PROJECT BOUNDARY . • • . • . , , , , , , , , , , • , _•._ ... l.. • • . Fr BUILDING C mono m MAINTAIN 10' S'BDAR477ON SEE NOTE SHT 3 A NO. I - INV--17.25 =21.25 A 375LFOF80P SLOPE-0.45R MH NO. 2 NW INV=15.56 SE INV=15.46 A 278 LF OF 8" PVC. m& aqF = 0.45Te r2stD of 8a45x \n4, .►+" 1M �.�.�s".+ A — W SID — -- _—.___W—_�_---------- — — W -- — W — — I S0, UD — UD — E 1 A 72.38' • PROJECT BOUNDARY l • coo . N O 0 z ry n I z z • 000 w ►•ry " 4 d -CIR R = /9. 14 /II A 20 LF 8" DUCALE IRON PIPE SEE WATER/SEWER NOTES SHT 2 ENC41SE 807H IJNES AS DIRECTED IN NOTES DUPLEX GRINDER PUMP RIM=20.00 A NW INV-14.84 NE INV=15.44 PROPOSED EL AT CROSSING =20.5 DETAIL OF CROSSING a, d^ . 6" stub BUILDING A (60,00o SF) A MH NO. 3 W 1NV=16.70 RIM =20.70 >I` FM w FM FM — FM FM -- fly — W— - — — — — — — — — FM FN CROSS WA7ER LINE SEE NOTE SHT 2 J LF OF 2" PVC FM SEE DETAIL R/f3 PQ txOI'� 160 IF OF 2" PVC FM7_'jL4l � �1NELL 2" GV PROPOSED EL I AT CROSSING =21.7 TOP OF PROPOSED WATER MANS IELI= V=17.3 INV OF PROPOSED WATER MIANS INV EL OF PROPOSE 2" FORCE MAIN=15.5 DETAIL OF CROSSING 4 " WATER MAIN FM=15.75 /A rI I 1 I I I I X z I� 01 i z�m LjI II I' I -20_-----------------------------------------------------------.--------------�� ACCESS F�ISEMENT FOR CORNER 1 I .zo' S89' 19'58"W 136$.37' (D) �I NORTH RIGHT-OF-WAY OF CANAh NO 46 (D) S89'32'37"W 1368.37' (C) © -ry— — 'PARALLEL WITH THE SECTION LINE (D) _W — tiOUNDA t 89'32'37" E 195.16 102' RIGHT OF WAY (R) r 1\ — �- — — —,— — — -- � 37" ------------------------------- Ln — — --.---_ S89'32-- 25.00'`(C� 192 (SECTION 1, TOWNSHIP 35 SOUTH, RANGE 39 EAST 11rG'/R =19.J1 I ( 60 0 30 60 120 i 105.0 T) I(PR(IPOSED DOT) I (DOT) - I II I I 1 nch = 60 ft. I � I 10 I> z � IC a 22 1 f Im I I j I I a 4 m 10 Z I z O I I N N Ul 2 LA I I I g < I i L4 A I I I 85LF' OF"FM OB UNDER I I INGS HWY YWTAP P EX14 6" FM FPUA I I SEE DETAIL /13 I I SURVEY LEGEND: BLD. BUILDING OHW OVERHEAD WIRE IALCULATED O.R. OFFICIAL RECORDS Cl.. CHORD BEARING (P� PLAT CH. CHORD P.. PLAT BOOK C.L.F. CHAIN LINK FENCE PC POINT OF CURVATURE C.M.P. CORRUGATED METAL PIPE PG. PAGE C.R. COUNTY ROAD PI POINT OF INTERSECTION (D) DEED P.O.B. POINT OF BEGINNING D.00.T. DEPARTMENT OF TRANSPORTATION P.O.C. POINT OF COMMENCEMENT E.P. EDGE OF PAVEMENT P.K. PARKER KALON ESMT. EASEMENT P.L.S. PROFESSIONAL LICENSED SURVEYOR FIELD P.S.M. PROFESSIONAL SURVEYOR & MAPPER F. FINISHED FLOOR PT POINT OF TANGENT FND. FOUND (R) RECORDED F.C.I.P. FOUND CAPPED IRON PIPE R/W RIGHT OF WAY F,C.I.R, FOUND CAPPED IRON ROD R.C.P+ REINFORCED CONCRETE PIPE F.C.M. FOUND CONCRETE MONUMENT R.L.S. REGISTERED LAND SURVEYOR F.I.P. FOUND IRON PIPE S.C.I.R. SET 5/8" CAPPED IRON ROD F.I.R. FOUND IRON ROD S.C.M. SET 4X4 CONCRETE MONUMENT F.P.K.N.D. FOUND P.K. NAIL & DISK S.R. STATE ROAD I.D. IDENTIFICATION T.B.M. TEMPORARY BENCHMARK I.E. INVERT ELEVATION T.O.B. TOP OF BANK L.B. LICENSED BUSINESS T.O.E. TOE OF SLOPE ( I.S.M MEASURED U.S. UNITED STATES MITERED END SECTION WV WATER VALVE N.C.F. NO CORNER FOUND WM WATER METER CYPRESS TREE G OAK TREE CAMPHOR TREE DEAD TREE PALM TREE UNKNOWN TREE MAPLE TREE PINE TREE CITRUS TREE Ili BASELINE C CENTERLINE A DELTA m ELECTRIC METER BOX v O SIGN (AS NOTED) 0 FND. MONUMENT (AS NOTED) 00 [] F.C.M. (AS NOTED) x SPOT ELEVATION It PROPERTY LINE FIRE HYDRANT 0® POWER POLE ® GRATE INLET WELL GUY ANCHOR ® WATER METER *� HANDICAPPED 04 WATER VALVE M L='3 WATER ASSEMBLY POLE FENCE (AS NOTED) ©LIGHT MANHOLE (AS NOTED) FORCE MAIN ® M.E.S. LIMITED ACCESS STORM ® S.C.I.R. L.B. #6711 WATERLINE 0 SET P.K. NAIL & DISK L.B. #6711 OVERHEAD WIRE NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY BE USED q � I � I I Ion I Ix I n S I IZ I � m I O ID m to I I I� m A A Z rn ,0 rn Io 10 c 10 I 0 O c Im ID V) 1 � I< r z n � 0 ID I� IA z I pO O 140' O 90.47' I D �RQPOSED FDOT (PROPOSED FDOT)irn II I z I d�� 1 I , II I I I I 1 I I I I POINT t�F I I I I BEGINNING L I ( POINT OFICOMMENCEMENT UTHEASTICORNER Ao I SECTION 11 . I PROPOSEDLEGEND AfCRa2V SW,. AWM= Mctl RAWO,, MT 5t"Aaw > >. , - , > w 2FE i i/ y i i RPq C/fED 57AB6¢ED %f6f 41 1 - :10 7 - rt, 6 MOVE SAN SWR 9 13 04 C 5 - 2 REV FM SIZE FROM LS 7 28 04 Z ail\ 1 REV 0 SIGN CHANGE 2-27-04 BUILDER FIRST SOURCE-ST. LUCIE IV 400 DOUM AS AVENUE, SUITE O DUNEDIN, FLORIDA 34698 PH. (7M M-W" FAX (7P 7W2863 DATE: 12/10/03 SHEET 6 OF 17 PROJECT No. 03046 TITLE: SEWER PLAN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST — — — _ — _ . PROPOSED FUTURE FDOT RIGHT OF WAY LINE — — — • — — • — — . — — . — _ -- -—— -——-—— -——-—— - — —• —— •—,—.--•--'--' — —'--' --. _ 0 � o v w o RIGHT OF WAY WIDTH VARIES (DOT SECTION 94003-2503) - - o PROPOSED FUTURE CENTERLINE OF CONSTRUCTION PER DOT g - - - - - K ~ Q� Cam i� N <1 00) EXISTING SWALE \+ KINGS HIG WAY SR 713 — EXISTING EAST ,RIG OF WAY LINE PER DOT _ • — — - -- — — — — — — — RE0 a a a N I e roh 4 0 � s o • I 4-T-I� w U z 0- Cn LL m 'c N S7 a a I 21 0 0 RV C7 h z 0 .c i- r., ImI I N EXISTIN FG DO RIGHT OF AY LINE I I / �-------- - - - - - - I/---------- 220' FDOT PROPOSED ROW REF 50 0 25 50 100 (IN FEET) 1 inch = 50 ft. 80 0 40 80 160 (IN FEET) i inch = 80 ft. NORTH =mil ---� • . 360' - 430' TRANSITION 212' PROPOSED EDGE OF PAVEMENT EOP STA 18+83.25 ExrsrrNG SWALE PROPOSED EDGE OF PAVED SHOULDER 185' gUEUE LANE 12 END PROPOSED ROADWAY TRANSITION FDOTINDEX526--•--,- EX/STING ROW --, -.--.--•-- PROPOSED LANE MARKING_ _ _ _ _ _ - - - - - - - STA 14 STA 13 STA 12 STA 12' STA 9 STA 18 STA 17 STA 118 ST f0 — _ — _ _ _ - - — — aaa as a aaa! aa• as a •aa �.,.a,.�� 11 ' REF - - Pf�BF 6�E� FfrDT�VVAZE-` J _ SD — �' -� �_'�� 5�— ��-_ -30 a — PROPOS 36.5' REFEXISTING EDGE OF PAVEMENT R65' INVERT= PROPOSED EDGE OF PAVEMENT 390' DECELERATlO LAN EXISTING ROW LINE L PROPOSED M£S FDOT 460 IF OF 36" RCP 2 PROPOSED 8' SHOULDER INDEX 272 INVERT =16.50 PROPOSED RO LINE EXISTING SWALE v 26' 21 PROPOSED FUTURE FDOT RIGHT OF WAY LINE - _ - - - • - - • - - • - - . - - . - - . _ — O 0 11 w 0 O rn 0- 320' DECELERATION LAINZ POT INDEX 301 AND 526 PROPOSED FUTURE CENTER NE OF CONSTRUCTION PER DOT - - - - - - - - - - - 0 EX/STING EAST - - - - — 0 SIDE OF ROW 212' L` PROPOSED EDGE OF O 0 PAVED SHOULDER PROPOSED LEFT TURN w 185' OUEUE LANE LANE QUEUE EXISTING SWALE 12-EXISTING EAS IGHT OF WAY LINE PER DOT - _ — -- -- . -- . - -. - - �.--�-_.- O _ 50 0 25 50 100 (IN FEET) 1 inch = 50 ft. FDOT -NORTH P.I. STA. 33+51.761 SW CDR SEC.11-35-39 500' TRANSITION LANE PER FDOT INDEX 526 EXISTING EAST SIDE OF ROW PROPOSED EDGE OF PAVED SHOULDER o STA 5 STA 2 - - - STA g STA 8 STA 7 < o OSTA 6 STA 4 STA 9 STA 0 ST 10 —_._—.__.__._—.__ -- - ----------- - �/� -- -- -� - i -'�\- -- -- - -- -- -- - -- - EXISTING T RIGHT OF WAY LINE \\--- EXISTING 36" CUP BEGIN ROADWAY TRANSITION PROPOSED MES FDOT INDEX 272 } r \� _ — — — — — — — — — FDOT INDEX 526 — — R65' INVERT= 16.00 J EXISTING SWALE J EXISTING SWALE / EX/STING EDGE OF PAVED SHOULDER PROPOSED B' SHOULDER / EX/STING CANAL NO. 46 I L g � O •F O O a 0 >- on �-- on — on - �- on 30N34 O _ 7 - n, 6 - 5 - 4 z 1 - BUILDER FIRST SOURCE-ST. LUCIE It 4GO DOUGLAS AVENUE, SUITE C DUNEDIN, FLORIDA 34WB PH. (727) 785-8844 FAX (727) 736-2953 DATE: 12/10/03 SHEET 7 OF 17 PROJECT No. 03046 FITLE: KINGS HIGHWAY DETAIL +f--16' BUFFER - ?I �I OI MIN E4=21.25 8' HIGH CONCRETE BARRIER WALL OR OPAQUE WOOD FENCE 20' 15.5' -- 3 CONTROL ELEVATION=19.25 r--2.0' - BOP_ 17oa SECTION 9 roe=20' NOTE: SOD ALL SWALE SLOPES 8' CHAINLINK FENCE ALONG SOUTH SIDE OF PROPERTY 20' -- ----15.5' -- 709=20' 3 ,� 1 CONTROL ELEV4TI0N=19.25 --•- z 0' BOP=17.00 A SECTION 9 2.0' NOTE.• SOD ALL SWALE SLOPES 6' HIGH CHAIN LINK FENCE SOUTH SIDE ONLY ZI iI TOP OF BERM AROUND POND wl CANAL N0.46 I MIN TOB= 21.25 A � 4 30" MES MATCH SLOPE OF CANAL? I 1 30" RCP OUTFALL INV==13.00 0 SECTION D APPROACH ELEVATION =21.25 8" CMU RETAINING WALL ON A 30" WIDE x12" FOOTER W/TH (2) J4 84R WALL TO BE FILLED CELL EVERY 4' WITH J4 DOWEL EACH FILLED CELL FILLED KNOCK BLOCK TOP COURSE WITH (1) 14 BAR CONTINUOS 6" CONCRETE TRUCK SLAB 6x6 10/10 WWF 70' FFE AT DOCK 22.0 FFE AT BOTTOM OF TRUCK RAMP 18.00 ; I`-_----_-_ -• -.. -. ..-- + _ -_- .---n .-.- ----. .- --- _ .-- - - -• - - - - - r - ----r - r -_-`-_-'w•- •-•- _ 8" PVC DRAIN LINE FROM COLLECTION TRENCH TO CLEAN OUT BOX SEE DETAIL SECTION M EL=17.25 -J 9 LA YER OF 1- f/2" MIN/MUM - DIAMETER DECORA TI VE STONA (RIVER GRA VEL OR GRANT TE) SWALE BOTTOM EL=17.0 FDOT POND BOTTOM E1=18.17 1.0' SOUTH SIDE OF PROPOSED BUILDING -- 3' WIDE LANDSCAPE AREA 5.87' 3.87' 2.0' 62' WIDE ASPHALT PAVED PARKING LOT 26' TWO WAY DRIVE LANES f8' PARKING SPACE ,,yp 1/4" PER FT I 1/4" PER FT 1.0' r- 3" SLOPE OF SHALE* 21.6' 51 ' WIDE ENTRY ROAD LANDSCAPE AREA -►1 25.5' TYP I 1/4 " PER FT 11/4 " PER FT I I 6 xl6" CONCRETE SLIP FORM CURB 5' WIDE CONCRETE WALK WAY I AT ENTRY AND PARKING LOT ONLY SECTION P 9 OUTFALL CONTROL STRUCTURE If FDOT TPYE "D" BOX W/G/ SEE DETAIL CONTROL EL=19.3 Q SKIMMER SEE DETAIL 5.5" DIA ORIFICE 2 3 lNV=13.5 1.0 NWL=14.0 V 1 1/4" S-1 ASPHALTIC CONCRETE COMPACTED ,-TO 95X OF MAX LABORATORY MARSHALL DENSITY 6" LIMEROCK, CRUSHED CONCRETE, OR COO/NA WITH A MIN LBR VALUE OF 100. TO BE COMPACTED TO AT LEAST 989e OF THE MODIFED PROCTOR MAXIMUM DRY DENSITY (AASHTO T 180) STABILIZED EXISTING SUB -GRADE COMPACTED 98X OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER AASHTO T-180 (MIN L6R=40) TYP SECT/ON THRU PARKING SOT AREAS CONSTRUCT/ON TYP SECTION THRU "LIGHT ASPHALT AREA" 6" LIMEROCK, CRUSHED CONCRETE, OR COO/NA W/TH A MIN LBR VALUE OF 100. TO BE COMPACTED TO AT LEAST 98.E OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T--180) FA ST48/11ZED EXIST/NG SUB -GRADE COMPACTED 98, OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PER AASHTO T-180 (MIN LBR=40) 2" S-1 ASPHALTIC CONCRETE COMPACTED ,/- TD 959 OF MAX LABORATORY MARSHALL DENSITY 6" UMEROCK, CRUSHED CONCRETE OR COO/NA WITH A MIN LBR VALUE OF 100. TO BE COMPACTED TO AT LEAST 98� OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T-180) Vol. STABILIZED EXISTING SUB -GRADE COMPACTED 98X OF THE MODIFIED PROCTOR MAX/MUM DRY DENSITY PER AASHTO T-180 (MIN LBR=40) TYP SECMN_ THRU ENTRY ROAD AND INTER/OR DRIVE AREAS CONSTRUCTION TYP SECTION THRU "HEAVY ASPHALT AREA" 4, a - � 7 - ^t 6 REVISE OUTFALL STRUCTURE 08 02 04 5 PER FOOT COMMENTS 0511 04 4 CORRECT SPELLING 04122104 <n J. 04 02 04 2 03 05 04 I�w1 1 nem c-m in of zn na 2 BUILDER FIRST SOURCE-ST. LUCIE d dd 400 DOUGLAS AVENUE, SURE C DUNEDIN, FLORIDA 3489E PH. (727) 785430" FAX (727) 7W2953 DATE: 12/10/03 SHEET 9 OF 17 PROJECT No. 03046 TLE: PAVING AND GRADING DETAILS DIMENSIONS AND QUANTITIES OUTFALL CONTROL (SIR J3 SOUTH SWALE, SIR #4 WEST SWALE) FOOT TPYE ("G )make "D" BOX W/GI S E DETAIL 30" RCP OUTFALL SKIMMER SEE DETAIL TOB= 20.0 TpB= 20.0 _ 3 1 CONTROL EL=19.25 12" FDOT MES 8' SHOULDER TYP PAVED ENTRY/EXIT 36 MES 2% -- INV EL=16.0 4 / I �- PROPOSED ELEVAT/ON AT ENTRY/EXIT 20.50 2X 8' SHOULDER TYP BOTTOM OF TREATMENT SWALE EL=1700 - 6" UNDERDRAIN INV=16.0 INV =15.40 DRAINAGE SWALE FOR DECELERATION ROAD SOD TYP BOTH ENDS SEE INDEX 273 16,5 4 36 RCP MES INDEX NO, 273 TYP BOTH ENDS TYP CROSS SECTION THRU ENTRY/EXIT LONGITUDINAL AT STORM DRAIN 65' EXISTING ROW EXISTING GUARDRAIL 36' EXISTING PAVEMENT TYP EACH SIDE 1 3v —�-� �-12' LANE --�-{ 29<' I 2% 2 J 3 ROAD EL p VARIES 20' TO 21 EX/STING DITCH EL VARIES 14' TO 16' TYP BOTH SIDES TYP CROSS SECTION THRU EXISTING ROAD 65' EXISTING ROW WIDTH VARIES PROPOSED PAVEMENT 8' SHOULDER 12' LEFT 12 12' 2 THRU LANE THRU LANE DECELERATION y TURN LONE LANE r GUARDRAIL TYP EACH SIDE TOB EL=20.5 TO 2f.6 FILTER FABRIC ENVELOPE - EXISTING ROW LINE 20'PROPOSED ROW 8' SHOULDER /2" 12 3/4 " 36" RCP STORM DRAIN TYP CROSS SECTION PROPOSED ROAD Ir ,QO SWALE TO FOOT TREATMENT A DIRECT SWALE TO CATCH BASIN TOB EL - FOOT TREATMENT POND REMOVED REV 6 0911312004 UNDERDRAIN REMOVEDREV 6 9/13/04 12LF OF 24' RCP CROSS SECTION 6' FINE AGGREGATE GRATE RIM EL=19.25 (SHOWN BROKEN FOR CLARITY) UNDERDRAIN INV EL= 16.00 'rDCA'rRACAITCIA/Al C ni ITCAI I QT01 Ir`TI 1R1= MODIFIED TYPE "D" Slope Varies/See General Notes Nos. 1 de 2 A r Or 5 1 /2- --j Deepen Around Outside Edge Of Pipe For 5,1/2" Slab-sz t "�,. ,�,�.•,_ _ 4:1 r 2:1 Pipe FROM G MENOMONEE �� il:5ii33iflFf3i�3f3i�[•7i��I3At�i IM�1•®i ii &■t• �<]47-3 • • ��l��i��i� ��•73iE�i[�i�E�71��.33iil�i6i�jiE�:•7�E�f�iiF3r%SsiF�iEi�ilF�i■t�>€��iFi7t•]I�� E�I��.��Ir.��i-�i:�■�:•�1�IQ*��s�7s�3■��r��.c��ai��:��•� iTi©�I�i��iit3C•T�i�€Tit:�i�ii7�i�33��1Ail�F9iQ�t3��k�i�i�3i��)�Lli�3�7�1� ��>•�isi��t!-� �iiC9G•]ili7l�L�■taii��[7F�iit�'3AiC•7i��3��ilFki�i]fi•3��kji�I3��• C�i>�iil�iifFiii��i��€ii�:*� 3iiC�]1i��7��[)ll�ii�fC3iC-i�i�E%�iwifilli�IF3�3■i�7�ECA:i3i�31�3��i��Yai��!€f�ilElii•7F-�it��t�i� �ili�iC[ali��fi��l�it>fq��3=£3�ES'`iiL3�•F1i®i��I[�■i1iL3i�i7i��i•�€£7�!♦1�il��i1•�� •1iE7iZ�11i��S'�itiL)��iiAC]�E74�'i3ii)�i�1T•Z*l■ • *• iA:i7i��Z•]A�11iJ�T•7it•]E�J■il�If��7�i��l�f�lt�i•��[�� ii��li�ii��fI��I�ii�ii�_3i��lri>�i��]�i�i!■f6iii�iF��iF��l�fii�iiit£� ii�7i�i[�]G•7iA��T�i1f��i��tilF��iC��Z•7��i*3t3A�i�•3L311�•b[��ilF3'��;7�lE��R'AT•- •��•��i��i� iF�iiF�G'i7i��i[•F]i�fli��I�i�i7�iN��:S3•jiiiF�E3��iirr�i7i�Fi -7�t��7t�&� • =� •• i•��Z��Ef� irlii�*]��%��.�,�Itx.��ll ��r��Q,�i yl��i1�■nl�>•��■�•>��Ilr�l�� liC•3�ii�.�3i��1FIIi � ' iiili�I�i�:f7�t7�F�1��]AI[��T•ih'k�i • • • • • • tilF�il�i1•i�Z;i��i�i�R�•7� • • : �FaiC3Q]I��iii�iiL�i[�3[1•7itilr7ii>�3�i��®�iFX��id3lii�• �Y�`�Fi=��ilif�Dii�l: ifSi��ii��k�iiE'��fl��]■i�•�iK3�1�3■�dki�iL�i��E�1�i��3b�I•]ri��■�I�i�iE�E�•i7 • • �i:�ii��3� �i1i7Q11i��i•7i�3■ • =f= iF'�• �i'/il�i�3■iL3�•Z3A�1'F��ifJ�■��f'�T•�E�14�%�tliT�O��i3�t�� tf7iE3G3iE �3iiFl� i■� Sil�i> 3i� �*7� •• if i•}A .. +]�i!!=3•��t �I i[7� IW 0WT 0F5�■ t.T.iiEl�'li�iiri/��![��i��•I'3�ikii�i[I��iEl�r%�/6��iC�3■iE�i�>ii�E11C,�)�i1fEi�1•Ei��tT�� iy�ii • �' ��Si��C33i�7A��i�FI��:+3��Z17:[3il�fIIC3A��i=i��lft+��i��•�i�f#t:€�iZi�� 4' 4" CONCRE W/ NO. 10 8"X6" WINE 2' Lees an 6" Paid For As Pipe Culve No Pipe Joint Permitted4 Bar Unless A roved 8 The n (near 92' E *Slope: 4.1 Miter. To I Pipe For Pipes 18" And Smaller. F Pie To Be Included Under Unit Price For Mitered End Section 2.,1 For Pipes 4 And Larger. 2:1 Miter. To I Pipe For Pipes 18' And Smaller. SECTION 1:1 For Pipes 24" And Larger. r n n f' nA1TrnC1'1 eKIM CeCr+TIr1A1 IA/ITLI 001 Aeu DAM nAInCY PI^ 777\ 5/8" FRICTION COURSE FC-2 (80 LB/SY) (RUBBER) 1 TYPE SP STRUCTURAL COURSE (TRAFFIC C) (100 LB/SY)—\ A GHn1 n ni=p PA' -FILTER FABRIC ENVELOPE FDOT UNDER DRAIN PER FOOT INDEX 286. SEE UNDERDRAIN NOTES ON CONTROL EL=19.5 SHT 2 OF THIS SET FOR SPECIFICATIONS ON MATERIALS. ALL FILTER FABRIC ENVELOPE MATERIALS TO BE IN ACCORDANCE WITH FOOT INDEX 286 AND SECTION 440. -■ r- 3" 0 COARSE AGGREGATE POND BOTTOM EL=17.5 6" UNDERDRAIN INV= 16.75 TO 16.5 M" �T•��:•��Y iY-�•• �~ Ala :Iyw'�Y�� _ ._ 0 • . a e 5/8" FRICTION COURSE FC-6 OPTIONAL BASE GROUP 1 (162 LB/SY) (RUBBER) 12" TYPE B 12.5 BASE 4" TYPE SP STRUCTURAL COURSE (TRAFFIC C) (81 LB/SY AVG)--\ - ENT SECTION IN ROW A 6.42' A 6.25' Dimensions permitted to allow use of 8' standard pipe lengths. 010.40' 010.10' Dimensions permitted to allow use of 12' standard pipe lengths. A O Concrete slab shall be deepened to form bridge across crown of pipe. See section below. 4' Sod 1' Beveled Or Round Comers �"' 5 � � 0 0 It � 5' NndU1"FD � n Ai� Concrete Slab, 3" Or 5 1/2"o Thick, 4 INSERT BRICKS FOR.,/0""So Reinforced With WWF 8x6-11111.4W1.4 ENERGY DIFFUSERS TOP VIEW —SINGLE PIPE X MATCH CURB LINE AND OPTIONAL BASE GROUP 1 PAVING EL 12" TYPE B 12.5 BASE 0 PAVEMENT SECTION IN ROW _O all I Z I I I OMIT POND I � I � I SD O Z . I m Q) . —►I 0' TYP � W 20' . PROPOSED ADDITIONAL FDOT ROW LINE I , . I . I I 36" RCP © 0 PLAN VIEW FDOT STORM WATER TREATEMENT POND 10 6x6 10/10 WWF 2500 PSI CONCRETE HALF OF X 4" Y 4" 4" TYP SEC77ON 5e:;6 1F NOTED RIP RAP 7 DISCHARGE 'X" WIDE PLAN M1NxY" LONG MIN CONCRETE SPILL WA Y DETAIL 0 5 3 TOP OF S7RUCTURE=19.3 3'-O'er Q5.5" DiA BLEED DOWN 3 ORIFICE INVERT 14,00 BOTTOM OF SKIMMER 13.75--' CONSTRUCT OIL SKIMMER OF 1 /8" GALVANIZED L UM 1 5 2 1 TOP OF SKIMMER 19.30 DIMENSIONS Y 8/-all 2 I 3'-0" • �- 30" RCP OUTFALL PIPE INVERT= 13.5 MIN STANDOFF 6" MODIFIED TYPE I'D" PAOUTFALL STRUCTURE #5 7 - REMOVE FOOT TREAT POND 9113104 REVISE OUTFALL STRUCTURE 08 02 04 e FOOT TREATMENT POND ADD 4 1f 04 to 3 04 02 04 ,Q 2 03 05 04 2 �,�� G PER SFWMD 01 30 04 BUILDER FIRST SOURCE-ST. LUCIE N5:0 zr 4:Fzue01 400 DOUGLAS AVENUE, SURE C DUNEDIN.N, FLORIDA 84888 PH. (727) 785.8844 FAX (727) 736-OW DATE: 12"0/03 SHEET 10 OF 17 PROJECT No. 03046 TITLE: PAVING AND GRADING DETAILS PVC-900 PIPE RESILIENT SEAT - GATE VALVE NON -RISING STEM MECHANICAL JOINT TEE EXISTING WATER MAIN GROUND OR PAVEMENT SURFACE BLUE RPM MARKER EXISTING WATER MAIN VARIES 24" SQUARE X 4" THICK CONCRETE COLLAR IN UNPAVED AREAS 4 1/2" PUMPER NOZZLE FACING ACCESS R/W AND (2) 2 1/2" HOSE NOZZLES 15"-18 BLUE R.P.M.-, AIVALVE BOX (SEE DETAIL) RESILIENT SEAT 6" GATE VALVE NON -RISING STEM 6"C-900 P.V.G UNDISTURBED SOIL 6" MJ HYDRANT TEE 1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 2. HYDRANT SHALL BE PAINTED CARNIVAL RED FROM FACTORY, 3. HEEL TO REST IN UNDISTURBED SOIL. 4. THE ONLY HYDRANTS ACCEPTABLE ARE KENNEDY GUARDIAN, MUELLER CENTURION, & AMERICAN AVK, CLOW OR APPROVED EQUAL. 24" SQUARE X 8" THICK CONCRETE W 2 #3 REBAR COLLAR APPROVED TRAFFIC TYPE HYDRANT WITH 5 1/4" OR 6" VALVE OPENING 24" SQUARE X 8" THICK CONCRETE COLLAR W/ 2 ,y3 REBAR h �---L UNDISTURBED SOIL 1 CY OF PEA ROCK (MIN) 5. HYDRANT ASSEMBLY MUST BE RESTRAINED TO TEE. 6, ALL FITTINGS TO BE MECHANICAL JOINT. 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED 8. BLUE LOCATOR SHALL BE PLACED IN CENTER OF ROAD PERPENDICULAR TO HYDRANT TYPICAL FIRE HYDRANT ASSEMBLY (N.T.S) SPRING PIPE 12" FINISH GRADE SEE NOTE NO. 5 INITIAL BACKFILL HAUNCHING FOUNDATION (MAY NOT BE REQUIRED) BA LING REQUIREMENTS N. T. S. 1. IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2. BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3 HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. q INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 72' ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED- 5. BACKFILL SHALL BE COMPACTED TO 100% OF MAX. DENSITY AS PER AASHTO T-99, TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL 30" OF BACKFILL SHALL BE COMPACTED TO 98X OF MAX. DENSITY AS PER AASHTO T-180. 61 DENSITY TEST SHALL BE PREFORMED AT AREAS DETERMINED BY THE U77LlTIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE, MATERIAL FINISHED MAXIMUM TRENCH WIDTH GRADE 2 x PIPE DEPTH + W m PLACE AND COMPACT o 2 2 PER SPECIFICATION 7 i i O W U� oar. a� > PIPE O.D. + 24 IN. > W I,,, MAX. WIDTH 2 J MAX. MAX. INVERT 1/2 PIPE 'O.D." HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2, INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY S DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH DETAIL N.T.S. TYPICAL TRENCH DETAILS M- WA R AS WA FT. PIERCE uwm AU1H rf 2w � d0�"A1ppSA�1REE='! (407 MM-/dp0 �} 80RDER BY ... DOVId L. Pr/tzlpff FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES CONTINUED 16, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. IZ THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING LOCATIONS OF VALVES FITTINGS, SERVICE CONECTIONS BLOWOFFS AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED BY THE UTILITIES ENGINEER. la THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE. 19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 72 GAUGE THHN MULTI STRANDED WIRE (BLUE IN COLOR) AND IDENTIFCATION TAPE WITH "WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITES AUTHORITY SPECIFICATIONS. 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES AS SHOWN, FOR TESTING FOLLOWING TESTING AND STERILIZATION OF WATER LINE. CONTRACTOR SHALL PLACE A BRASS PLUG IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND FPUA REQUIREMENTS 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO AWWA C-600. - 2 HR MINIMUM TEST SDfP) 12 L=733,200 1= LEAKAGE IN GPH S= LENGTH OF PIPE IN FEET D= PIPE DIAMETER IN INCHES P- TESTING PRESSURE IN PSI 21 PRIOR TO ANY TESTING, ALL MAINS 8" IN DIA AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE., SWAB SHOULD BE PLACED IN 1st. JOINT OF NEW LINE. END OF MAIN SHOULD BE "TURNED UP" AT 45X AND EXTENDED SO THAT SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. 24. TEN FEET MINIMUM HORIZONTAL AND 18 INCHES MINIMUM VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TOO JOINTS ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING AND SHALL BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2 WATER PRESSUREAIN IMIERE CLASS 150, DRFIED (8).ASWA RINYL CHLORIDE MAIN WHERE SPECIFIEDH ASCONFORM TO POLYETHYLENE(PE)C-900 OR SHALLCONFORMTO AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) A 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI A-21.51 OR AWWA C-151, AND SHALL BE PRESSURE CLASS 250 (MINIMUM). 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WH17E IN COLOR. THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE AND THHN WIRE. 5. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED. 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN, CLOW, OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509. 7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE City, COUNTY, FOOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES THE COMPACTION REQUIREMENTS SHALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. a NO FIELD NDO MENGINEER. ESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE FPUAENGINEER AND CITY/COU 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. to. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. 12. MINIMUM COVER SHALL BE 35 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/ COUNTY/FDOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON OR IN PVC CASING. 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS 14. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY TH£ CONTRACTOR. 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. G I - �u 7 - ni /? 1� 6 - _ Nz 5 4 - Ln 3 - 2 - i REMOw NIA DETAILS FPUA 3-30-04' BUILDER FIRST SOURCE-ST. LUCIE 400 DOUGLAS AVENUE, SUITE C DUNEDIN, FLORIDA 34698 PH. (727) 785-88" FAX (727) 736-2953 DATE: 12/10/03 SHEET 11 OF 17 PROJECT No. 03046 WATER DETAILS rA 7EE TEE USED AS CROSS USED AS 90' BEND 90' BEND L !uw u L I uT>�T�Ti L t VALVE OFFSET WYE DEAD END VERTICAL END HYDRANT RUNOUT MECHANICAL JOINT ANCHORING REQUIREMENTS N.T.S. w 11 1/4; 22 112' 45, OR 90' BEND jy y/&L44-=.ems J /s,l "L-V,zU/ L REDUCER LETTERING "WATER" OR "SEWER" ON COVER CONC- PAD 24' SO. x 4" THICK IN UNPAVED AREAS W/2- 0 RE -BAR RE -BAR —� ADJUSTABLE VALVE BOX & RISER (IF NECESSARY) GATE VALVE INSTALL R.P.M. ON VALVE BOX LID & ® EO.P. � FINISHED GRADE 0 o VI 2_ VALVE OPERATOR SHALL Q BE NO LONGER THAN 2' 24" EXTENSION LL Pi /-THHN MAGNETIC WIRE �- MECHANICAL JOINT RESTRAINTS (TYP.) NOTE, BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER VALVES AND GREEN RPM FOR WASTEWATER VALVES TO BE INSTALLED ON VALVE BOX COVER AND AT PAVEMENT EDGE. TYPICAL GATE VALVE & BOX DETAIL N,T.S. BY 07HERS UMITS OF UTILITIES AUTHORITY INSTALLATION A h efle> B L WATER 90' EABON FINISHED d RESILENT V SEAT GATE r VALVE ni 90' BEND -� J TEE OS&Y GATE VALVE SECTION A -A (DOMESTIC SUPPLY PORTION) �OS&Y GATE VALVE-, — II — TO PUT CONTINUOUS TRACE WIRE UNDER BOLT, FIRST LOOSEN BOLT„ THEN STRIP 3" MIN., WRAP ONCE AROUND BOLT, i TWIST 2 WRAPS DO NOT CUT WIRE" TIGHTEN BOLT AFTER WRAPPING TRACE WIRE AROUND THE BOLT. FINISH GRADE PUT WIRE UNDER BOLT (SEE DETAIL ABOVE) CONTINUOUS #72 THHN MULTI STRAND TRACE WIRE HALF HITCH HALF HITCH ON -� BEHIND EACH EACH SIDE OF BELL ALL VALVES FINISH GRADE E/P ) METER BOX a j#72 THHN MULTI STRAND CONDUCTOR COPPER TRACE WIRE - BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERWCE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS I � k NOTES: 1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER, AND SHOWN IN STANDARD DETAILS. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. J. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. TRACE WIRE (N.I..S.) IA I MECHANICAL JOINT RESTRAINT NOTES NOTES: 1, THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE B REWIRED LENGTH TO BE RESTRAINED BASED UPON THE PROJECT J AREA SOX TYPE, PROPOSED TRENCH CONDITIONS AND DEPTH, PRESSURE OF 150 PSI, AND A SAFETY FACTOR OF TWO (2). A DRAWING OF EVERY TYPICAL FITTING ASSEMBLY WITHIN THE PROJECT SHALL BE SUBMITTED WHICH REFLECTS THE RESTRAINT DETAIL PROPOSED FOR USE, INCLUDING LENGTH OF PIPE RESTRAINT. 2 REQUIRED RESTRAINED LENGTH CALCULATIONS SHALL ALSO CON - SPOOL SIDER THE CONDITIONS OF OTHER BENDS OR FITTINGS THAT WILL BE LOCATED WITHIN THE CALCULATED RESTRAINED LENGTH (L) OF 90' BEND THE BEND OR FITTING IN QUESTION. if J. EVERY JOINT OR FITTING MUST BE RESTRAINED ON BOTH SIDES OF THE BEND AND FOR TEES ALONG THE BEND ALSO. SPOOL 90, BEND SECTION B-B (FIRE SERVICE PORTION) WALM METER/BACKFLOW PRFVENTER ASSEMBLY E SERVICE WITH DOMESTIC R1IPPLY IN. 1. 1) NOTES 1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE. NO PLANTS OR TREES IWTHIN 18" AROUND METER TO ALLOW MAINTENANCE WITHOUT DAMAGE TO PLANTS ETC. 2. NO SOLDER JOINTS. J. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND. VOLCON.NO. VMB-3 TRAFFIC TYPE METER BOX (24 1/4 is 13 5/8") BLUE R.P.M. 45' BEND PEA ROCK (2" MIN) P -. SAFINISHED GRADE PLUG 2" BALL VALVE r 2" PGLYfTHELENE TUBING _-- BRICK -- / MJ OFFSET PLUG TAPPED SOLID SLEEVE (TYR) NOTE: 1. IF NOT CONNECTING TO MJ BELL USE SOLID SLEEVE GLANDS AND MJ PLUG. 2. PLUG SHALL BE RESTRAINED PER MANUFACTURER'S RECOMMENDATIONS AND F.P.U.A. REQUIREMENTS o - __.. �!a 7 - 5 _ b REV PER FPUA 3-30-04 = ,�� REV BACK FLOW PREVENTER 3-3-04 BUILDER FIRST SOURCE-ST. LUCIE y�� I. ��cu�. G�o2 ��in��n�►c 400 DOUGLAS AVENUE, SUITE C DUNEDIN, FLORIDA 34698 PH. (727) 785-8844 FAX (727) 736-2953 DATE: 12/10/03 SHEET 1 2 OF 1 7 PROJECT No. 03046 TITLE: WATER DETAILS m- "SEWER" ON CAST IRON COVER CONCRETE VALVE CASE PAD 24"x24"xC' WITH ONE #4 REBAR AROUND PERIMETER FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. STANDARD SEPARATION STATEMENT FOR WATER /SEWER CONFLICTS 2. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE 5DR-35, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE W/TH "SEWER" MARKED ON TAPE AND SHALL CONFORM TO ASTM D-3034. 2'-O" 3• THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION, IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. , SLAB 1 -0' COVER UT FRAME & 2 POURED POURED E GRADE COVER ROU.SFOUNDRY 32-C IN UNPAVED AREAS OR APPROVED EQUAL. 1. SANITARY SEWER, FORCE MAWS AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWER. FORCE MAINS STORM SEWERS MUST CROSS A WATER MAIN LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE - MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5. A 1X MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING OF PIPE SIZES, LOCATION OF SERVICE TEE WYES DIAMETER OF SERVICES, LOCATION OF ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 7. MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. 6" P.V.C. 6"-45' P.V.C. ELBOW o tT B"x6"-45' P.V.C. WYE w PLUG o BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARENC£ OF 6 INCHES MUST BE MAWT- AINED AT ALL CROSSINGS ALL CROSSINGS SHALL 8E ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED EQUIDISTANT THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE 2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAWT- AINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER, JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 8. WASTEWATER FORCE MAINS WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED, A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CITY/COUNTY/FDOT ENGINEER, 11. TRAFFIC CONTROL, BARRICADES, ETC, SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS 12, CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMMMENCING CONSTRUCTION, 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA 0-900, AND SHALL BE CLASS 150, DR -I& 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR. WASTEWATER FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH "SEWER" MARKED ON TAPE. OF THE PIPE. 15. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED. 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 12 GAUGE THHN WIRE (GREEN IN COLOR PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED 'SEWER ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS 1Z MINIMUM COVER SHALL BE 36 INCHES PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE UTIL17ES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE SECTION 16 1 N ✓ PLAN TERMINAL IL LEANOUT DETA (N.T,S.) J. ALL DIP SHALL BE PRESSURE CLASS 250 MIN., ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. IRON PIPE 18. EACH SERVICE LATERAL Wllt BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER, 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. ^EE WASTEWATER CONSTRUCTION NOTES FPUA REQUIREMENTS WASTEWATER CONSTRUCTION NOTE-)77 TERMINAL wCLEEANOUT DETAIL 5_ 7 FOR WATER/SEVER CONFIICT STANDARD SEPARATION STATEMENTESE CONFLICT I AD WATER ASTEWA1Ty£,1R CA ENCiN RING WATER ASlEWATER GAS EN RI FT. 1p�IYJTI6 �n 40 408-ISW ro GAS N EERMC :'L PIERCE B'M ou SA�URMRin rl 407 'T4O4° S 00 0.LP. T,SD. P. m4m P. .T.SRDER DLP .T.S RF AN, rgBB r Oi r BOROEF BY ...11 David L. Pritz/aff 1C FEB, rsnB >M�T r OF r BORDER BY .,. David L. Pritzlaff DE BY ... David L. Pritzla(f FINISHED MAXIMUM TRENCH WIDTH --I GRADE 2 x PIPE DEPTH + W PLACE AND COMPACT PER SPECIFICATION i PIPE O.D. + 24 1N; V MAX. WIDTH INVERT 1/2 PIPE '0.0." HAND PLACED SELECT MATERU 1 1 NOTES: MAX. 1 I MAX. LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL H N 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS W OF THE FLORIDA TRENCH SAFETY ACT. Q 0 2. INITIAL BACKFIU SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED W TO A MINIMUM OF 100X OF MAX, DENSITY AS DETERMINED BY AASHTO METHOD 7-99. TYPICAL TRENCH DETAIL N. T. S. C "SEALTITE" OR INSERTA-TEE .WATER PIPE ODLE OR OVED EQUAL FINISHED ORADE SEE N07F 1 4x4x6" CONC. PAD POURED TO GRADE �- 3/8" GROUT ON PRECAST CONC. ` 2'-1RINGS INSIDE & OUT r � SEE NOTE 2 PACK WITH NON -SHRINKING GROUT M.H. COUPLING FOR FIELD INSTALLATION NEOPRENE BOOT WITH STAINLESS STEEL SEE MANHOLE SCHD. c. ' ACCESSORIES OR APPROVED � EQUAL SHALL 8E USED FOR PRECAST MANHOLES PIPE DIA. "A" .8. "C" BOT. SLAB "T" 8"-24" 4'-0" .8. 76" 8" 30"-36" 5'-O" 1 8" 88" 10" 42"-49" 61-0" 1 "8" 100" 12" TYPICAL MANHOLE DIMENSIONS NOTES: 1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED ASTM C478 ALL CEMENT TO BE TYPE !I ACID RESISTANT. REINFORCING AREA OF 0.02 SO. IN/FT FOR WALL SECTION MIN. TO MEET OR EXEED ASTM A 185. 3. A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS, IF REQUIRED. 3. RAINGUARDS SHALL BE INSTALLED IN MANHOLES THAT HAVE GRAVITY MAINS 12" OR LESS. STANDARD MANHOLE DEPTH 5'-0" AND GREATER (N.I..S) 2" CHECK VALVE 2" PVC FROM FLIT STATION FLEXIBLE PLASTIC RAMNECK GASKET OR APPROVED EQUAL SEE MANHOLE SCHD. FINISHED GRADE TAPPING SLEEVE ("SADDLE") TESTING ORFICE AND PLUG --- VALVE CASE VALVE CASE RISER AIR BLEED VALVE TAPPING VALVE FLANGED FITTING SEWER MAIN--J CHECK VALVE ASSEMBLY NOTES: SUPPORT PAD 6" THICK CONCRETE NOT TO SCALE (FLANGE TO FLANGE) 1. IF WET TAP IS 50% OR LARGER THAN THE FORCE MAIN DIAMETER, A CONCRETE SUPPORT PAD SHALL BE INSTALLED UNDER THE GATE VALVE. SEWER FORCE MAIN: TAP & VALVE "WET TAP' DETAIL 2" GV 2x4 REDUCING PLUG DETAIL S/13 .M -..- -1. __ _., l I..,I 1! ,lull[. IIM" ALL VALVES FITTINGS AND PIPE TO BE IN ACCORDANCE WITH FPUA SPECIFICATIONS FOR FORCE MAINS 3/8" GROUT' ON INSIDE & OUTSIDE OF PRECAST RINGS 8. PACK WITH NON -SHRINKING GROUT M,H. COUPLING FOR FIELD INSTALLATION NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES OR APPROVED EQUAL SHALL BE USED FOR PRECAST MANHOLES PIPE DIA. "A" "B" "C" BOT. SLAB "T" 8'-24" 4'-0" 8" 76" 8" 30.-36" 5'-0" "8" Be" 10" 42.-48" 6'-0" 8" 100" 12" TYPICAL MANHOLE DIMENSIONS NOTES 1. MANHOLE FRAME & COVER WITH THE WORDS " SANITARY SEWER" CAST IN THE COVER. U.S. FOUNDRY 170 OR APPROVED EQUAL. 2. ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED ASTM C478 ALL CEMENT TO BE TYPE ll ACID RESISTANT. REINFORCING AREA OF 0.02 SQ. IN/FT FOR WALL SECTION MIN. TO MEET OR EXCEED ASTM A 185. 3, A MAXIMUM OF 2 LAYERS OF PRECAST CONCRETE RINGS IF REQUIRED. 4. RAIN GUARDS SHALL BE INSTALLED IN MANHOLES THAT HAVE GRAVITY' MAINS 12" OR LESS SHALLOW MANHOLE DEPTH OF LESS THAN 5'-0' (N.I..S) 2x4 REDUCING PLUG 2" CHECK VALVE 2" PCV DR 18 UNDER DRIVEWAY 2" GV ON SOUTH SIDE OF DRIVE WAY 2" PLUG ON SOUTH SIDE OF ENTRY DETAIL R/13 G I - �o 7 - ni 6 5 4 3 - 2 - I ADDED DETAILS V A�lbv BUILDER FIRST SOURCE-ST. LUCIE 400 DOUGLAS AVENUE, SUITE C DUNEDIN, FLORIDA 34698 PH. V27) 785-8844 FAX (727) 736-2953 DATE: 12/10/03 SHEET 13 OF 17 PROJECT No. 03046 SEWER DETAILS 0 SPECIFICATIONS GENERAL NOTES: 1. ALL EXPOSED METAL SHALL BE PAINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 2. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 3. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK GROUT. ALL ELECTRICAL CONDUITS IN WELL TO BE SEALED. 4. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL. ALL ELECTRICAL CABLES SHALL BE CONTINUOUS TO CONTROL PANEL OR BOX. 5. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER AND APPROVED BY UTILITIES, INC. 6. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 7. GRINDER PUMPS SHALL BE: A22MANUFACTURER: _ MYERS____-� MODEL: 9k!_?M_2$: IMP: 90PER --------- -5 3/4"-; IN., SPEED: RPM; DISCHARGE SIZE: IN.; VOLTAGE: HZ.: _60 ------ ' PHASE: ---1-------' H.P.: ___5 ------- 8. OPERATING CONDITIONS SHALL BE GPM AT ___ L0 ___ FEET TDH. 9. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 10. CONTRACTOR MUST INSTALL A TIDAL FLEX PINCH VALVE TRAP BETWEEN THE VALVE VAULT AND WET WELL AS AN ALTERNATIVE TO THE FLOOR DRAIN SHOWN. 11. DISCHARGE PIPING TO BE 2" MINIMUM. PUMP THE PUMP SHALL HAVE AN INTEGRALLY BUILT IN GRINDER UNIT AND SUBMERSIBLE TYPE MOTOR. THE PUMP SHALL BE SUSPENDED IN THE BASIN BY TWO (2) 1" GUIDE RAILS AND QUICK DISCONNECT LIFT OUT MOUNTING ASSEMBLY. SOLIDS SHALL BE FED IN AN UPFLOW DIRECTION TO THE GRINDER MECHANISM WITH NO OBSTRUCTIONS BELOW THE GRINDER INLET. THE GRINDER UNIT SHALL BE CAPABLE OF CUTTING SOLID MATERIAL FOUND IN NORMAL DOMESTIC SEWAGE, INCLUDING REASONABLE AMOUNTS OF FOREIGN OBJECTS, SUCH AS WOOD PLASTIC. GLASS, RUBBER, SANITARY NAPKINS, DISPOSABLE DIAPERS AND PANTY HOSE INTO A FINE SLURRY THAT WALL PASS FREELY THROUGH THE PUMP, SERVICE LINE AND FORCE MAIN. MOTOR THE PUMP MOTOR SHALL BE OF THE SUBMERSIBLE TYPE RATED FOR 5 HORSEPOWER AT 3450 RPM. MOTOR SHALL BE SINGLE PHASE, 230 VOLT, 60 HERTZ. SINGLE PHASE MOTORS SHALL BE OF THE CAPACITOR START - CAPACITOR RUN TYPE FOR HIGH STARTING TORQUE. THE STATOR WINDING SHALL BE THE OPEN TYPE WITH CLASS A INSULATION RATED FOR 105' C MAXIMUM OPERATING TEMPERATURE. THE WINDING HOUSING WALL BE FILLED WITH CLEAN DIELECTRIC OIL THAT WILL LUBRICATE BEARINGS, SEALS AND TRANSFER HEAT FROM THE WINDINGS TO THE OUTER SHELL. THE MOTOR STATOR IS TO BE PRESSED INTO THE MOTOR HOUSING FOR OPTIMUM CONCENTRICITY AND ALIGNMENT, AND MAXIMUM HEAT TRANSFER. THE MOTOR SHALL BE CAPABLE OF OPERATING OVER FULL RANG OF PERFORMANCE CURVE WITHOUT OVERLOADING MOTOR AND CAUSING ANY OBJECTION& NOISE OR TOP ELEV. VIBRATION. THE MOTOR SHALL HAVE TWO BEARINGS TO SUPPORT THE ROTOR: AN UPPER BALL BEARING TO ACCOMMODATE THRUST LOADS AND A LOWER BALL BEARING TO TAKE RADIAL LOADS. BALL BEARINGS SHALL BE DESIGNED FOR A LB-10 LIFE (50.000 HOURS). A HEAT SENSOR THERMOSTAT AND OVERLOAD SHALL BE ATTACHED TO THE TOP END OF THE MOTOR WINDINGS AND SHALL STOP THE MOTOR IF THE MOTOR WINDING TEMPERATURE REACHES 200' F. THE HIGH TEMPERATURE SHUTOFF WALL CAUSE THE PUMP TO CEASE OPERATION, SHOULD A CONTROL FAILURE CAUSE THE PUMP TO RUN IN A DRY WET WELL. THE THERMOSTAT SHALL RESET AUTOMATICALLY WHEN THE MOTOR COOLS TO A SAFE OPERATING TEMPERATURE. SEAL CHAMBER THE MOTOR SHALL BE PROTECTED BY TWO (2) ROTARY SHAFT SEALS MOUNTED IN TANDEM WITH AN OIL FILLED CHAMBER SEPARATING THE SEALS. THE SEALS SHALL HAVE CARBON AND CERAMIC SEAL FACES DIAMOND LAPPED TO A TOLERANCE OF ONE LIGHT BAND. METAL PARTS AND SPRINGS FOR SEALS SHALL BE STAINLESS STEEL. AN ELECTRICAL SENSING PROBE SHALL BE MOUNTED IN THE SEAL CHAMBER TO DETECT ANY WATER LEAKAGE PAST THE LOWER SEAL. GRINDER ASSEMBLY & CONSTRUCTION THE GRINDER ASSEMBLY SHALL CONSIST OF A ROTATING RADIAL CUTTER AND A STATIONARY SHREDDING RING, AND SHALL BE MOUNTED DIRECTLY BELOW THE VOLUTE PASSAGE. THE ROTATING CUTTER SHALL BE THREADED ONTO THE STAINLESS STEEL SHAFT AND SHALL BE LOCKED WITH A SCREW AND WASHER. THE STATIONARY SHREDDING RING SHALL BE PRESSED ONTO AN IRON HOLDING FLANGE FOR EASY REMOVAL. THE FLANGE SHALL BE PROVIDED WITH TAPPED BACK -OFF HOLES SO THAT SCREWS CAN BE USED TO PUSH THE SHREDDING RING FROM THE HOUSING. BOTH THE RADIAL CUTTER AND SHREDDING RING SHALL BE REMOVABLE FROM THE OUTSIDE WITHOUT DISMANTLING PUMP. GRINDER ASSEMBLY SHALL BE OF SUCH 1 O' INV. ELEV. CONSTRUCTION THAT NO CLEARANCE ADJUSTMENTS ARE REQUIRED WI4EN ASSEMBLING. ALL GRINDING OF SOLIDS SHALL BE FROM THE ACTION OF THE RADIAL CUTTER AGAINST THE SHREDDING RING, THE RADIAL HIGH WATER ALARM ELEV. CUTTER AND SHREDDING RING SHALL BE OF #440 STAINLESS STEEL HARDENED TO 58-60 ROCKWELL C. PUMP IMPELLER THE PUMP IMPELLER SHALL BE OF THE RECESSED TYPE TO PROVIDE AN OPEN UNOBSTRUCTED PASSAGE LAG PUMP ON ELEV. THROUGH THE VOLUTE FOR THE GROUND SOLIDS. THE IMPELLER SHALL BE CONSTRUCTED OF CAST IRON AND SHALL HAVE PUMP OUT VANES ON THE BACK SIDE OF THE IMPELLER TO KEEP SOLIDS FROM LOWER SEAL AND REDUCE PRESSURE AT THE SEAL FACES. IMPELLER SHALL BE THREADED ONTO THE STAINLESS STEEL SHAFT. LEAD PUMP ON ELEV. PUMP & MOTOR CASTINGS ALL IRON CASTING SHALL BE OF HIGH TENSILE CAST IRON AND SHALL BE PROPERLY CLEANED, PRE-TREATED PUMPS OFF ELEV. WITH CHROMIC RING, AND PAINTED WITH A HIGH QUALITY ENAMEL PAINT. ALL PUMP COMPONENTS THAT ARE NOT CAST IRON OR STAINLESS STEEL SHALL BE GALVANIZED OR PAINTED WITH BAKED -ON EPDXY. ALL FASTENERS SHALL BE #302 STAINLESS STEEL. WET WELL SHALL BE A FILAMENT WOUND FIBERGLASS BASIN USING A COMMERCIAL GRADE OF GLASS FIBER HAVING A COUPLING AGENT WHICH WILL PROVIDE A SUITABLE BOND BETWEEN THE GLASS REINFORCEMENT AND THE RESIN. THE LAMINATE SHALL CONSIST OF AN INNER SURFACE, AN INTERIOR LAYER, AND AN EXTERIOR LAYER OF LAMINATE BODY. THE INNER SURFACE SHALL BE FREE OF CRACKS AND CRAZING WITH A SMOOTH FINISH. SOME WAVINESS IS PERMISSIBLE AS LONG AS THE SURFACE IS SMOOTH AND FREE OF PITS. BETWEEN 0.010 AND 0.020 INCHES OF RESIN -RICH SURFACE SHALL BE PROVIDED. THE BASIN SHALL BE PROVIDED WITH AN BOTTOM ELEV. ANTI -FLOATATION RING TO PREVENT RISING, VALVE BOX SHALL BE CPC MODEL VB3242 FIBERGLASS VALVE BOX WITH U.S. FOUNDRY APS-150 ALUMINUM VALVE BOX COVER. VALVE BOX SHALL BE PRE -PLUMBED USING ALL SCHEDULE 80 PVC PIPING AND FITTINGS, AND SHALL INCLUDE TWO (2), 2" SCHEDULE 80 PVC FLANGED BALL CHECK VALVES, AND THREE (3). 2" SCHEDULE 80 PVC FLANGED GATE VALVES. (ONE (1) 2" GATE VALVE IS SUPPLIED AS AN EMERGENCY PUMP -OUT). PVC PIPING IN VALVE BOX, AND WET WELL SHALL BE CONNECTED AND HELD IN PLACE BY CPC MODEL 32 RESILIENT MOUNT SEALING SYSTEM TO COMPENSATE FOR POSSIBLE UNEVEN SETTLING OF BASIN OR VALVE BOX. SYSTEM SHALL BE PRESSURE TESTED AT 150 P.S.I. PRIOR TO SHIPMENT. ALUMINUM HATCH COVERS SHALL BE FABRICATED FROM 1/4" ALUMINUM DIAMOND PLATE AND BUILT TO WITHSTAND A LOAD OF 150 LB. P.S.F. AND SHALL BE MANUFACTURED BY U.S. FOUNDRY, HALLIDAY, OR EQUAL. STAINLESS STEEL BOLTS, NUTS AND HINGES - LOCKING STAPLE. FLOAT SHALL BE ANCHOR SCIENTIFIC S30NO ROTO-FLOATS OR EQUAL. ACCESSORIES -- STAINLESS STEEL UPPER GUIDE BRACKETS -- STAINLESS STEEL GUIDE RAILS -- STAINLESS STEEL CABLE RACK -- STAINLESS STEEL LIFT CABLES ANTI —FLOATATION CONCRETE IS RECOMMENDED TO PREVENT FLOATATION OF THE FIBERGLASS BASIN. THE FOLLOWING LISTS THE CUBIC FEET REQUIRED PER FOOT OF BASIN DEPTH. BASIN DIAMETER CUBIC FEET OF CONCRETE REQUIRED PER FOOT OF BASIN DEPTH 24 2 36" 5 48" 8.5 60 12 ANTI FLOAT REOUIRED SERVICE DISCONNECT CONTROL PANEL STAINLESS STEEL CABLE RACK 2" PVC VENT -� 12" TWO (2) 2" J CONDUITS TWO (2) 2"— CONDUIT HUBS FOR TECHNICAL ASSISTANCE, CONTACT CUSTOM PUMP & CONTROLS INC., TAMPA, FL. AT 1—(800) 940-3309, OR CUSTOM PUMP & CONTROLS, INC., JACKSONVILLE, FL. AT 1—(800) 940-3750 MYERS SUBMERSIBLE GRINDER PUMP U.S. FOUNDRY BPS-48 ALUMINUM HATCH COVER W/ 24" x 36" ACCESS DOOR STAINLESS STEEL LIFT CABLES n— 2 6 — TOTAL HEAD IN Meters Feet A 60 180 50 160 a0 140 120 30 1DO e0 20 60 4 10 0 20 0 STAINLESS STEEL UPPER GUIDE BRACKETS ® I I CPC MODEL 32 RESILIENT MOUNT SEALING SYSTEM 1" STAINLES GUIDE RAILS so" UNDRY APS-150 )M VALVE BOX COVER x 34" ACCESS DOOR U.S. FOUNDRY APS-150 ALUMINUM VALVE BOX COVER W/ 24" x 34" ACCESS DOOR EMERGENCY PUMP -OUT 2" SCHEDULE 80 PVC FLANGED GATE/ BALL VALVE CP MODEL VB3242 FIBERGLASS VALVE BOX 2" SCHEDULE 80 PVC 7Vr FLANGED GATE/ BALL VALVE 2" SCHEDULE 80 PVC P-TRAP FLANGED BALL CHECK VALVE (HUBS ON BASIN & VALVE BOX SUPPLIED P-TRAP FIELD MOUNTED & SUPPLIED BY CONTRACTOR) ALL VALVE BOX FITTINGS BE FLANGED TO ALLOW FOR REPAIR OR REPLACEMENTS. 2" SCHEDULE 80 PVC PIPING FIBERGLASS BASIN MYERS MODEL RWGD-125 LIFT -OUT RAIL SYSTEM ANTI FLOAT NOTE FOR CONCRETE REQU/RED ANTI -FLOATATION RING PUMP PERFORMANCE CURVE Myers pump performance curves MENOMONEE 1: 0 r r e P r ■■■■■■■■■■ MENNEN OEM EMEMEME � ''■■■■■■■■■ . ' . — \ \ ho MENEM 0 10 20 30 40 50 60 70 80 90 100 110 U.S. Gallons FLOW PER MINUTE MODEL NO. PHASE VOLTS START AMPS RUN KW START KVA RUN KVA NEC CODE LETTER SERVICE FACTOR WG50H-21 1 230 122 6.3 28.1 7.4 G 1.7 203 VOLTS 1 PHASE, 3 WOE. 60 HERTZ N - - - 4.-{7_— NCB (50 AMPS) /T� Li I a- 1 I I G ^ I JJL1 I 0_ YECN. GEN. WT. RECEPT. 1 0— x SOA I 2 I 1 L___0 /1\ o--- ECB (50 AMPS) ORANGE (UINIUNBERED) I LIGHTNING /SURGE ARRESTOR CCB(15A) 1C8 (23 AMPS) 'IT\ ,M '_pl BILK-1 -0 1 0--� I � IL1"1J^Il ,sR RED-11Q 5 2 1SR 1SC / I + 2 1 © 1 1 1RC - 1 ,-a 1 -0 0VgHT-1 _ -� Lr._t J J PUS NNO.1 �'" � � ,SPu 2CB (25 APMS) 2M 2-OL •IX-2 --Ay1 -0 I 0-�1 I 29R 2 1 5 2 29R 23C 1 1 + 1 2 I — 1 _ 2RC 1 �-� ?-OL YMT-j -a 0 12M PUMP NO. 2 If,��/�/��'J� Is FLA FILM 1A FU1 UVIR 7 + CUSTOM SUPPLIED START TOTS — (UNNUMBERED) GENERATOR DUPLEX RECEPTACLE M NLR 14 HIGH LEVEL ALARN R BEACON N 9 8 N SR 1S HOAt/l( 9 3 PUMP N0. 1 SEAL FAILURE N A 11 PUMP 1 PROBE 1 PROBE 2 PUMP NO. 2 SEAL FAILURE N A t2 PUMP 2 PROBE 1 PROBE 2 CPT 50VA 3CB (3 AMP) 120/24V SCHEMATIC DIAGRAM TOLERANCES REVISIONS (Elmn m "011al) N0. DATE BY DECIMAL 1 3 2 FRACTIONAL 3 ANGULAR 4 + 5 CUSTOM PUMP do CONTROLS INC. JACKSON VIIJ TAMPA, FLORIDA 2 H.P. PACKAGED GRINDER PUMP —FIBERGLASS LIFT STATION CAOlInft SCALE N.T.I. MATERIAL DATE 9-25-93 DRAWING N0. .__._ C9315 ALARM Ij HORN II ALARM BEACON oil L� FRONT VIEW I_ I AN 4032 FIBERGLASS ENCLOSURE WTH PADLOCKABLE LATCHED COVER CONTROL PANEL FILE COPY a — � 7 — n1 6 — 5 — 4 2 REV FLOW RATE CHANGED PUMP 5 ff O 1 chon a head condition on um 3—J-04 = \ BUILDER FIRST SOURCE-ST. LUCIE 400 DOUGLAS AVENUE, SUITE C t! DUNEDIN, FLORIDA 34698 PH. (727) 785-88" FAX (727) 736-2953 DATE: 12/10/03 SHEET 14 OF 17 PROJECT No. 03046 'ITLE: LIFT STATION DETAILS Lu La U 0 0 x t�l :sa to z ma C' z z N WE w J i ZONING RM-'1'E LAND USF MXID ORANGE. AVE i i i • i • i I � I BUILDING C I I I I • i BUILDING A I I IN I '•{•:i�iC•4Y••c%Z'aFT.'ir ii: :d: ci:•:ri::}y;S};i;:i?;'r};Ytiy!:}�ijf•;:i•i:••.;}':r.'i �S•: Cl WALL SIGN ABOVE FIRST SECTION OF BUILDING SEE ELEVATION VIEW ON THIS SHEET IGROUND SIGN OR MONUMENT TYPE SIGN FOR ELEVATION VIEW SEE DETAIL ON THIS SHEET ZONING IL - LANDUSE NIXD ORANGE AVE I I I ISIGNAGE PLAN 100 0 50 100 200 1 z (IN FEET) �] 1 inch = 100 ft. _ - - - - - - - - - ZONING AR -'I LANDUSE RS 0 "I" / / 11111 !./ter' 1/ : ,T„ 11 u:ru, 0 0 WALL SIGNAGE 800 SF MAX FACE OF BLDG IS 4,000 SF 20X=800 SF 0 SOUTH ELEVATION BLDG A AND A. 1 0 FOR ESTABLISHMENTS HAVING OVER 150 FT OF EAST ELEVATION BLDG A AND A. 1 FRONTAGE 1 SF FOR EVERY 1 112 FT OF FRONTAGE OR 150 SF WHICHEVER IS GREATER-200 SF MAX. (SECTION 9.01.00) SIGNAGE ELEVATIONS 20 0 10 20 40 ( IN FEET) 1 inch = 100 ft. DRIVE THRU REBAR BLDG 12' NOM 5' (MIN. DUPLEX PUMP CONTROL PANEL CONTROL PANEL ° ° 1. WHEN OPERATED AUTOMATICALLY, THE ASSEMBLY SHALL PROVIDE MEANS TO MANUALLY (SEE DETAILS) 4" BEDDING ROCK SELECT OR AUTOMATICALLY ALTERNATE THE POSITION OF LEAD OR LAG PUMPS. 1" WATER 9 w WITH POLYETHYLENE FILM MAIN LINER UNER ROCK 2• A NAMEPLATE SHALL BE PERMANENTLY AFFIXED TO THE INTERIOR SIDE OF THE EXTERIOR " TO 12" o ENCLOSURE DOOR. THE NAMEPLATE SHALL UST THE VOLTAGE, PHASE, RATED HORSEPOWER, SPEED, DATE MANUFACTURED, PUMP AND IMPELLER DATA, POWER INPUT WET WELL VALVE IN KILOWATTS, AND THE PUMP AND CONTROL PANEL MANUFACTURER'S NAMES, ADDRESSES, AND TELEPHONE NUMBERS. VAULT 3 3. POWER SUPPLY TO THE CONTROL PANEL SHALL BE EITHER 240 VOLT, 3 PHASE, 4 WIRE, -- OR, 480 VOLT, 3 PHASE, 4 WIRE. THE MINIMUM SERVICE SHALL BE 100 AMPERES. VENT 4. THE PANEL SHALL HAVE AN INTERLOCK SYSTEM BETWEEN THE NORMAL MAIN BREAKER AND THE EMERGENCY BREAKER TO ENSURE ONLY ONE BREAKER IS IN THE "ON" POSITION AT A TIME. BOTH BREAKERS SHALL BE HEAVY DUTY MOLDED CASE BREAKERS. THE HANDLE ON THE CIRCUIT BREAKERS SHALL BE OPERATIONAL THROUGH THE INNER DOOR. 5. THE PANEL SHALL CONTAIN TWO ACROSS THE LINE MAGNETIC STARTERS WITH INDIVIDUAL OVERLOAD PROTECTION ON EACH POWER LEG WITH RESET INSTALLED THROUGH THE INNER DOOR UNIT. SELECTOR SNATCHES SHALL BE INSTALLED ON THE FACE OF THE INNER DOOR UNIT. SELECTOR SNATCHES SHALL BE HEAVY DUTY OIL TIGHT "HAND -OFF -AUTO" THREE POSITION SWITCHES. 6. AN EIGHT -PIN PLUG-IN SOLID STATE ALTERNATOR SHALL BE PROVIDED TO CHANGE THE PUMP STARTING SEQUENCE ON EACH PUMPING CYCLE, A THREE -POSITION ALTERNATOR w TEST SWITCH SHALL BE PROVIDED TO CONTROL THE ALTERNATION OPERATION. 7. HEAVY DUTY, OIL TIGHT INDICATOR LIGHTS SHALL BE INSTALLED ON THE FACE OF THE PUMP STATION SITE PLAN INNER DOOR UNIT OF THE CONTROL PANEL. N.T.S. 8, A VAPOR -PROOF RED LIGHT AND HORN SHALL BE MOUNTED ON TOP OF THE CONTROL PANEL FOR HIGH LEVEL ALARM. AN ALARM SILENCE PUSH-BUTTON ON THE INNER DOOR AND A SILENCE RELAY, WHICH WALL SILENCE THE HORN AND AUTOMATICALLY RESET WASTEWATER PUMPING STATION: WHEN THE SIGNALS ARE RESTORED TO NORMAL, SHALL BE PROVIDED. THE PUSH-BUTTON 1. DESIGN CAPACITY SHALL BE HEAVY DUTY OIL -TIGHT. THE RED GLOBE SHALL BE SCREW -ON TYPE. ALARM A. AVERAGE DAILY FLOW (A.D,F.): SYSTEM TO BE DC POWERED WITH BATTERY BACK-UP. THE UTILITY REQUIRES A RADIO 10Ox 15GPD/EMPLOYEE = 1,500 G.P.D. ALARM SYSTEM TO TRANSMIT ALARM CONDITIONS. B. PEAK HOUR FLOW PEAK FACTOR = 4 9. ELAPSED TIME METERS SHALL BE 115 VOLTNOT-RESET TYPE, AND SHALL TOTALIZE PUMP RUNNING TIME IN HOUR A TENTHS U T 9 HOURS. S ND TEN S OF HOURS 0 99 99 9 ADF x PEAK FACTOR = 1,500 x 4 = 4.16 G.P.M. ELECTRICAL 1440 1440 10. AN LEC CAL SCHEMATIC SHALL BE PERMANENTLY AFFIXED TO THE INTERIOR SIDE OF C. DESIGN MINIMUM FLOW: THE EXTERIOR ENCLOSURE DOOR OF THE PANEL. ADF x 0.20 - 1,500 x 0.20 = .20 G.P.M. 11. A NEMA 4X STAINLESS STEEL JUNCTION BOX SHALL BE LOCATED ON CONDUIT BELOW 1440 1440 CONTROL PANEL. THIS JUNCTION BOX SHALL CONTAIN TERMINAL BLOCK FOR CONNECTION OF MOTOR LEADS AND FLOAT CABLES. SEAL FITTINGS (CROUSE-HINDS EYSF250 NEMA 4X) FILLED WITH COMPOUND (CHICO) WILL BE USED ABOVE AND BELOW D. MINIMUM REQUIRED PUMP CAPACITY .21- G.P.M. J-BOX. MINIMUM ACCEPTABLE CONDUIT FROM WET WELL TO CONTROL PANEL IS 2-1/2". E. MINIMUM VELOCITY IN FORCE MAIN = 2 FEET/SECOND 12. PHASE MONITOR SHALL BE DESIGNED TO SHUT OFF PRIMARY VOLTAGE TO LOW VOLTAGE TRANSFORMER. 2" PVC SCH40 PIPE ID = 2.07" ID (3.40 SQ IN) NOTES: 3.40 SO IN/144 = .024 SF .024x2 FPS = .048 CFS 1. ALL CORNERS OF LIFT STATION TRACT SHALL HAVE SURVEY STAKES IN PLACE AND ALL REQUIRED PUMP RATE 4" PVC AT 2 FT PER SEC=80 GPM UNPAVED AREAS SODDED PRIOR TO FINAL INSPECTION. 2. WETWELL DESIGN (DUPLEX SYSTEM) 2. VALVE VAULT SHALL HAVE TWO (2) COATS TAR EPDXY 9 MILS THICK INSIDE AND OUTSIDE. A DESIGN CRITERIA 1. MAX PUMP MOTOR CYCLE RATE = 6 STARTS PER HOUR 3. VENDER SHALL. DETERMINE STRUCTURAL STEEL REINFORCEMENT AND SUBMIT 2. MAX DETENTION TIME AT MINIMUM FLOW = 30 MINUTES APPROVED SHOP DRAWNGS. B. PUMP CONTROL LEVEL SETTINGS: 1. WETWELL VOLUME REQUIRED BETWEEN LEAD PUMP START AND PUMP SHUT OFF LEVEL= V= 30MIN x (1/2) PUMP RATE GENERAL NOTES 4 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL PAY FOR ANY PERMITS AND/OR INSPECTIONS REQUIRED V- 30 MIN x .5 x 22 GPM AND SHALL NOTIFY OWNER AND ENGINEER IN WRITING 24 HOURS PRIOR TO START OF CONSTRUCTION. =82.5 GALLONS 2. SIX (6) COPIES OF SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. 4 3. FOUR (4) COPIES OF MANUFACTURE'S OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED. 3. WETWELL DIAMETER (D) = 5 FEET 4. ALL FASTENERS OF FLANGES AND ETC. INSIDE WET WELL AND VALVE VAULT WILL BE MINIMUM 316 STAINLESS STEEL. WETWELL VOLUME =WELL AREA x 1 FT x 7.48 =GAL/LF 5. PAINT ALL DUCTILE IRON PIPE AND PUMP DISCHARGE ELBOW WITH AN INTERIOR COATING OF 24 MILL OFT AND AN EXTERIOR COATING OF 'I6 MILS OFT OF PORTER TARSET MAXI -BUILD NO, 7080 OR EQUAL. SURFACE PREPARATION AND 91.63 SF x 1 x 7.48 = 147 GAL PER FT OF WELL APPLICATION TO BE PER MANUFACTURE'S RECOMMENDATIONS. ALL DUCTILE IRON PIPING WITHIN THE LIFT STATION SHALL BE CLASS 53 AS MANUFACTURED BY MCVANE CAST IRON PIPE CO., OF BIRMINGHAM, AL. OR EQUAL. 4. WETWELL LEVEL CHANGES BETWEEN PUMP STOP AND LEAD PUMP START 6. PLACE SOD WITHIN 15' IN ALL DIRECTIONS FROM LIFT STATION WET WELL AND VALVE VAULT. COST TO BE INCLUDED 146 GAL/94 - 1.56 FT IN LUMP SUM AND COST OF LIFT STATION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY THE ENGINEER WITH AS -BUILT ELEVATIONS WHEREVER 5. CONTROL ELEVATIONS: ELEVATIONS ARE SHOWN ON THE DRAWING, BOTTOM ELEV= 10.0 8. FIELD GROUTING AND FIELD PAINTING OF THE JOINTS ON THE INSIDE OF THE WET WELL WILL NOT BE ALLOWED ALL PUMPS OFF ELEV= 11.26 UNLESS APPROVED BY THE ENGINEER AND THE OWNER. LEAD PUMP ON ELEV= 12.84 LAG PUMP ON ELEV= 13.84 HIGH WATER ALARM ELEV= 13.87 INFLUENT INVERT(LOWEST) ELEV= 14.84 TOP OF SLAB ELEV= 20.0 9. PUMP TO BE MEYERS SUBMERSIBLE AS NOTED ABOVE. PUMP INCLUDES 316 SCH 40 S.S. RAILS, WITH S.S. INTERMEDIATE SUPPORTS, PUMP SHALL BE EQUIPPED WITH SEAL FAILURE SENSOR AND HEAT SENSORS. SET PUMP IN FIELD IN PROPER RELATION TO COVER, TO INSURE ACCURATE ALIGNMENT OF STAINLESS STEEL GUIDE RAILS. ANCHOR PUMP DISCHARGE CONNECTION TO SUMP FLOOR WITH APPROPRIATE EXPANSION SHIELDS. 10. CHECK VALVES TO BE AS NOTED ON DRAWING. 11. PLUG VALVES TO BE AS NOTED ON DRAWING, 12. COUPLINGS TO BE AS NOTED ON DRAWING. 13. LEVEL CONTROLS TO BE AS NOTED ON DRAWING. 14. WET WELL ACCESS HATCH COVER SHALL BE AS MANUFACTURED BY HALLIDAY CORPORATION OR EQUAL WITH DIMENSIONS AS SHOWN ON DRAWING, HATCH SHALL HAVE DOUBLE DOOR ACCESS. ACCESS FRAME AND COVERS SHALL 4.0 SYSTEM CURVE CALCULATIONS BE FABRICATED OF ALUMINUM. FRAME SHALL SUPPORT GUIDE RAILS AND STAINLESS STEEL CABLE HOLDER AS PER A. FRICTION LOSS HYDROMATIC SPECIFICATIONS. A SEPARATE COVER SHALL BE PROVIDED FOR EACH PUMP. COVER SHALL BE PROVIDED WITH LIFTING HANDLE AND SAFETY LATCH TO HOLD COVER IN OPEN POSITION. LOCKING HASP SHALL BE FURNISHED FOR 1. PUMPING STATION PIPING: EACH COVER. STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT, ALL SURFACES IN CONTACT WITH CONCRETE ITEM SIZE(INCHES) QUANTITY FRICTION LOSS(EA) TOTAL SHALL HAVE A SHOP COAT OF ZINC CHROMATIC PRIMER, APPROVED ALKALI RESISTANT PLANT, OR OTHER APPROVED PROTECTIVE COATING. LOCKING HASP SHALL BE SUPPLIED WITH EACH COVER. A. TEE 2" 15. ALL LOCKS PROVIDED BY OWNER B. 90 ELBOW 2" 2 6.0 12 16. SEE LIFT STATION DETAIL SHEET 14 FOR ALL ELECTRICAL LIFT STATION NOTES. C. CHECK VALVE 2" 1 1..17. PROVIDE LIFT STATION WASH DOWN HYDRANT ASSEMBLY CONSISTING OF 1" POLYETHYLENE SERVICE LINE WITH BFP. D. GATE VALVE 2" 1 .5 1.5 E. SIDE OUTLET PROVIDE 1" CURB STOP WITH LOCKING CAPACITY. PROVIDE 1" ADAPTER FOR WATER HOSE. CROSS NONE - - - F. WYE NONE - - - G. PIPE 2" - - 20 TOTAL EQIVALENT PIPE LENGTH 39.5 2. FORCE MAIN PIPING: ITEM SIZE(INCHES) QUANTITY FRICTION LOSS(EA) TOTAL A TEE 2' 1 4.3 4.3 LIFT STATION (GRINDER PUMPS) B. 90 ELBOW 2" 10 60.o C. CHECKCKVALVE - - - - CALCULATIONS AND DESCRIPTIONS D. GATE VALVE 2" 1 01 /4 6.0 6.0 E. SIDE OUTLET CROSS - - - - F. WYE - - - G. OTHER - - - - TOTAL EQIVALENT PIPE LENGTH 70.3 H. TOTAL LENGTH 2" 705 8 OF PIPE 7 SAL EQUIVALENT LENGTH OF PIPE 815 5 _ C HEAD LOSS PER 100 FT OF PIPE(FRICTION FACTOR) .43 FT/10OFT 4 _ HEAD LOSS PER 100 FT OF PIPE x TOTAL LENGTH - 815x .0043 3 _ 3.50 A 2 STATIC HEAD: 1 I ADDED SIGN PLAN 3-2-04 1. PIPE CENTERLINE AT DISCHARGE POINT = ELEV 18 FT 2.(LOWTERLIN LF PI E AT AIR VENT OFF) =ELEV 11.26 FT BUILDER FIRST SOURCE-ST. LUCIE WATE3. TOTAL STATIC HEAD (Bt -B2) = 6.74 FTy� �' N C. PRESSURE AT POINT OF CONNECTION 32 PSI OR 73.6 FT �R+'f" �;&y4&Efr "f H y TOTAL STATIC HEAD 6.74 FT d 400 DOUGLAS AVENUE, SUITE C �/ TOTAL FRICTION HEAD 3.50 FT DUNEDIN, FLORIDA 34698 HEAD AT FM 73.6 PH. (727) 785-8844 FAX (727) 736r453 83.84 FT DATE: 12/10/03 SHEET 15 OF 17 TOTAL DYNAMIC HEAD SAY 90FT PROJECT No. 03046 TITLE: SIGNAGE AND LIFT STATION DETAILS 0 ■ BERM AROUND ENTIRE SITE N89'44 38 E 1366.71 C) PROJECT BOUNDARY INS M_ 1 LAND USE D ORANGE V dtKM AKUUNU tNl/Xt �/,tl � I �92 SECTION � 1, TOWNSHIP 35 SOUTH, RANGE 39 EAST MIN EL=21.25 14 11IG'/R =19.31 /Nv= .o I I '; '/; '; ', I 90.47' so o ao so 120 No ,;/', , ,;; ' /;,'; ,;,' ;; ;,;,;; I �16„I(P1R0000t) rDOT ' r'' C SILT /, , / /, // , / / , / , S ( FEET) / // /'/'' r SCREEN ',/' S, SEE DETAIL (IN /' /' / . fj} , I «gyp / / / / 1 y 11 / / / / / / ,/ // , / ,/ / / , /',' '/','/ I .I I I I D O Z ! c s I k / / / / ............ / / 3'• I I ti o x / ............ � / � < D SURVEY LEGEND: BUILDING C I X / q 32 0°0 S J ( / • • • • • • • • • • • • • • • / I - m Vt BUD. C () BUILDING OHW OVERHEAD WIRE II T O.R. OFFICIAL AL RECORDS CALCULATED I P PLA CHORD BEARING T ........... ........... ............. • I C.B. CH. D CHORD P.B. PLAT BOOK 225GF OFF 6 UNDERORAlN CLEANOUTS ® SEE DETAIL T. / / / / / / , / I / ! / / / r q / / / / / / / ' / / / / J / / / , / , ......................... ..... ... .......... , ...................... / / / / / / / ' / / /PARKER '.�'.'.' ............... ............ , , ....................': ,': , :'.':.':.':...; ... , .... is 5 ................... Ya••. <'. �O •,•;•; �• 8 ! 1 5'• •.�' . y . 4 I I O V1 rn i I C.L.F. C.M.P. C.R. D O D.O.T. E.P. E T POINT F CURVATURE CHAIN LINK F PC0 CU U E CAN L N FENCE T TA PIP PG. PAGE CORRUGA ED ME L E T I FINTERSECTION COUNTY AD PI PO N 0 C N ROAD E P.O.B. POINT OF BEGINNING DEED DEPARTMENT OF TRANSPORTATION P.O.C. POINT OF COMMENCEMENT 0 EDGE OF PAVEMENTP.K. A E AL N E E Ld ••g, U / / q , / / ,' ,' '.. ' 2 •.•'•'•'•'• • ;, '�• I Z .P. ESM T SURVEYOR PROFESSIONAL I AL LICENSED SUAVE 0 T P.L.S. PRO E S ON L ENSE EASEMENT FIELD P.S.M. PROFESSIONAL SURVEYOR & MAPPER PT POINT OF TANGENT / / / / / ' ' ................. .......... • • •' y: •.O. ¢• I H to I O O F.F. D. FIND. FINISHED FLOOR R FOUND R RECORDED F ND ( ® LL / .....'.............','::.•.'.'. , ...... , .... .. .": .............................................................. / / ... . ... . ........... . .. . . . .. . . . .................. ..... ...................................... . . ............ . O. I _ I w F.C.I.P. F.C.I.R. FOUND CAPPED IRON PIPE R W RIGHT OF WAY FOUND CAPPED IRON ROD R.C.P. REINFORCED CONCRETE PIPE q / ,�•� Q, v ;,;,;, ;,•,• •,;,; F.C.M. FOUND CONCRETE MONUMENT R.L.S. REGISTERED LAND SURVEYOR .............. . ............................. .. . ...... .. ' ?............ . . ..... . .............. '1 .. ,...... ............... , ......... , ... , ........... , ................ ."....'.'.'.'.'.'..'.'..'.'.': ,','.'.','.'.','.'.'.'.'.' ,'.•.'::.'.'.':.'.':.•.•: ,'.'.':: ,. '.'.':.': ,':.'.' , ............ , .................... ,.. ..':.' '.','. '.'. 4 s. I I V• Vi O F.I.P. F.I.R. FOUND IRON PIPE S.C.I.R. SET 5/6 CAPPED IRON ROD FOUND IRON ROD S.C.M. SET 4X4 CONCRETE MONUMENT / , 0 ......' / ,.. / / .. ......:.:.:.:.'.':.'.'.'::.'.'.'.'.'.': .. ............. �'.,� .. •.':.".'.'.'.'.'. _ - G) W .... F.P.K.N.D. F. .N.D. P P.K.NAIL DISK S.R. STATE ROAD FOUND P. A L & D S TREATMENT SWALE CONTROL / ' / , � "...........by . ......................... ............. ..,1n.............................................. , ............... .. ............................................................ / , / , �........................ ......,..,,.�... ��...,...................,......,............................. / / .... � �. ^ ' .' = I I.D. I.E.E IDENTIFICATION T.B.M. TEMPORARY BENCHMARK TOP OF BANK INVERT ELEVATION .0.6. B STRUCTUR / q / , 26&9 / 1. ; 2T.O.E.F - D B. L.B.L. SLOPE LICENSED BUSINESS .O.E. OE 0 N 4 LF OF 0 U " / 4 N 2 ............................................................................... '� :: � I cn M ( ) M.E.S. UNITED STATES MEASURED U.S. U E A E T VALVE MITERED END SECTION WV WATER AL E b 30 RCP r l 1 0" 4" � a a' BUILDING A I � N.C.F. T T R METER NO CORNER FOUND WM WATER E E 0 O 9.9 1 (80,090 SF) .1 _ I L4 � 00 0 BERM AROUND T /T ENTIRE SITE CYPRESS TREE OAK TREE m� CAMPHOR TREE N O' O �'`"r ti 2 ........:.: ,'.'.':.':.'.'.;'.'. MIN L-21 5 E .1 T PALM THE UNKNOWN TREE DEAD TREE E [,.�j O 9 ILO N �� " 00' 10&1 ` 6 Ar O •��' \ 5 O s 2 Off•,..':.'.:':.'.. A�`.;.,.:.;,,.'.':.':::. :aF?':..:...Qs4C.1.6"'.:':: �•SPM^[S � I I I I MAPLE TREE ' � "= PINE TREE � CITRUS TREE MA L CII 143 19. 19.7 �, •^ O 6 14&12" � ...... :..:............. .�• ,, ``''''''''''' .........:.:: I I I @ Q BASELINE CENTERLINE O ^ A P �. A: =�, `� 16 ° ^ 33 ,y ��isF.C.M.O / % K ...................... / ....... ................................................ I m DELTA ELECTRIC METER BOX a SIGN (AS NOTED) O Z 9• , �°!' 6+ O 6� b7. � . . . " , �a • :' ::: 3? P C :: 47u(: #:;f f,;: .f I I I O ❑( FND. MONUMENT (AS NOTED) O OT x SPOT ELEVATION AS N ED ) (f $ ate. �� K� 0 O 0 �v 16" yI ......... ...::?:#M::—}F .........:�: ... / / , ! , / o �.. , ,, /. :•'•'•'•'• '•'• ® PROPERTY LINE FIRE HYDRANT POWER POLE GRATE INLET WELL EL 0_ Q m N - 3 5 �'• " — — —�D. �— — — — — t-1'-... 1 QA — — — — — — — -12— — — —1a�— — t9"/,/ ... �. — S _ �•• �� ••�.;;�•,� W I —� GUY ANCHOR ❑W WATER METER z _ O — — — — — — — — — — — — — — — — — — „ 13 2&4"— �o�• / / / W.'.'.' • • ................................. — ::.'.1..'.'.':.'.'.'.','.'.':.'...'.'.' .".':K':.'.':.'.'.':.'.'.:'. p •I I HANDICAPPED ►� WATER VALVE 7 WATER ASSEMBLY O 73 UD — UD O O —SD 2 8 2 13&10" ",:.'.':.'.'.'.'. 8•••••••••• ..............•••�. C':..,.....Q.:.. :.'.'., . . ,.'::.'.:,'.'.:.: .�..�..�,.'.'.'.:':.'.'..�.,� : N I I © P LIGHT OLE FENCE AS NOTED ( ) MANHOLE (AS NOTED) FORCE MAIN 07 �;.'.':.' ........:. • • ,yr�i • 0 U O 1 00' E �i72.38 P ECT � UNDARY �; I I ) QQ LIMITED ACCESS STO RM S.C.LR. L.B. 6771 # O2 - :nb �0 2 „ X E2)10"5&1'�916&\1� �14' ................................................................................ I ® WATERLINE SET P.K. NAIL & DISK L.B. #6711 OVERHEAD WIRE I NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS MAY BE USED 1�. SILT FENCE II II "(3) DRIP LINE: ( „ X b/ STAKE (2 2 MN.) U I I t o I PROPOSED LEGEND N P� �° 4 10 0 y oa* ° ,11014 2�'kA i TYPICAL REQUIRED PROTECTIVE BARRIER SlL T SCREEN (12 MIL) 5'MAX r . I I I I o � I o . • . • • . "NLtW 0" o TON�1 5 © I I — m — so — so — PRVPvsEv srwcN WArER m C � //Q -- //Q — //D PROPOSED UNDER oRA/N I � �� " o I �• WHY A BARRIER 1. TO PREVENT ALL ABOVE —GROUND PORTIONS OF TREE I I x N Iz C m m �• — • — ' PROPOSbv S4N SEWER w w FROM MECHANICAL DAMAGE. PAbPOSEO WATER 18 0 .g 01 0 2. TO PROTECT SOIL NEAR TREE FROM COMPACTION. GRADE LINE m D Z m �•--- 8.00 PA7Pvseo roPo I M (`/ V 3. PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREES PRESENCE TO EQUIPMENT OPERATORS. 3' I I I —i r - I m PRp"OA''O FIRE N7A4ANT ANO K4CYE 77 zo I WHY IT WORKS I L7 I o R,70, EO SP07 ELEVATION ?r �O I 1. NO HEAVY EQUIPMENT ALLOWED INSIDE BARRIER, ONLY HAND LABOR. 1 1 I� O T 0 PROPvsEVSarsnrzzw L T FENCE �E 6„ COMPACTED BACKFILL z o- a o o ❑ ❑ ProPasLVARrcuureo 05o0UEFENCE " 2. NO CONSTRUCTION MATERIALS OR TEMPORARY SOIL MIN. 1"x2" m X I ID cn /SEE LANv5x4PE PGaNj O I • DEPOSITS ALLOWED INSIDE AREA MIN 2"x2" SILT SCREEN(FENCEZ EROS/ON CONTROL DETAIL ut I I - I � C o— o 0 0 0 o PROP09Ev E' CN41NLAYK FENLY O 2/3 DRIP LINE O BY OBSERVING THESE TWO SIMPLE PRINCIPALS, A TREE'S 2/3 OF TREE DRIP LINE FOR HARDWOODS NOTE. DO NOT TRENCH SILT FENCE WHERE ADJACENT TO Z c� I Z rn Iv n =� PROPoSEO 11111,'111 AREA } CHANCE FOR SURVIVAL IS GREATLY ENHANCED. FULL DRIPLINE FOR PINES TREES TO REMAIN. SECURE THROUGH THE PLACEMENT �1SJ z HARDWOODS OF FILL OVER THE LOWER LIP OF THE BARRICADE. of I I� 1 ry SPECIFICATIONS -WOOD BARRIER m < Z DRIP LINE 1. MINIMUM RADIUS TO BE PROTECTED: II p I� p RAWIXMC ucvrASOWrAREA " D A. HARDWOODS — 2/3 OF DRIPLINE OR 6', WHICHEVER IS � 140' o0 90.4T O O] o o� �' GREATER. B. PINES -DRIPLINE OR 6', WHICHEVER IS GREATER ® I FIR POSED FDOT) (PROPOSED Q ;/,' ///','// ,' ', 2 .',' %/',', ,',',%/'; ,/ PROPOSED STe�IEO AREA ) I (DO N U 2. MINIMUM 3' HEIGHT 3 D ( O 3. METHOD OF ERECTION (SEE DIAGRAM) FOUR CORNER UPRIGHTS OF NO LESS THAN 2"x2" - Z m S ' G OT I PROPOSEv TREE TO BE REA/vYEO v MEMBERS OF NO LESS I 2'+ LUMBER WITH HORIZONTAL L THAN 1 "x2" LUMBER. OR: UPRIGHTS SPACED AT 4' - 5' INTERVALS OF NO LESS THAN 2%2" LUMBER WITH HORIZONTAL I ( I 8 - RIBBONING AT THE TOP AND 12" BELOW THE TOP. I 7 - SILT FENCE 4. BARRIERS TO BE ERECTED AROUND REMAINING TREES RIBBON I 8 _ c I RBEFORE EMOVED CONSTRUCTION OR NEARBY TREES ARE MIN 2"x2" I I I 4 — tq I 5. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, I I I I I ® 2 REV BARRIER NOTE 5-10-04 '� I3 CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA I I 1 CHANGED WATER AND SEWER 3-3-04 BUILDER FIRST SOURCE-ST. LUCIE i PINE POINT (�F BEGINN TREEPROTECTION DETAIL 0 '°°°ODGLAS AVENDA POINT OFI COMMENC 34698 5-8844 N, FLORIDA 34658 �. PH. (727) 785-8844 FAX (727) 7362953 �OUNDA 89'32'3 195.16 NO /nl I OUTHEAST ICORNE DATE: 12/10/03 SHEET 17 OF 17 PROJECT No. 03046 —W 30p RCP �("" �-� � l ME.S I I TITLE: ENVIRONMENTAL PLAN _--------.30 3 HT SOIL wSHT. 3' O.C. inside offence tfHl�„ P •• U% r G LLJ 0 0 z Z LIJ LL- Z O I% END - 3' HT 501L BERM @ : t SIDE 5LOiOOD E w/ 5' HT. FENCE TO HT. = 8' 0 w it r • • • I' • • I • � II i ate„ ,� ,i,,. �., s„ ,,.�.,c,,,,� .,,�. /- � - �i �„ „�,,,,a� � „r_s a,a„ �i, �-,�,�„a,,,,,,,,,'�,,,,c„�ii,;,•�.,,,,,,i �7 r I =W1 e ziqgo, go I r�rd�`.;:11 1,7�'y'Y�PAP popPAP 9.'I PAPBrDL,_�1�7�II'.I 116' G BOUNDARY N89°32'37"E 195.16 >- of Q 0 z 0 m h-- 0 Ld O IQ!: a. ZZ = /9. 14 8&12" 'Im� M,.mq.. OFY TREES - 12' fit. x 5' SPR., 2.5 DBH D.C. SPACED IN A CONTINUOUS ALTERNATING PATTERN > TREES OUTSIDE FENCE, 4 TREES INSIDE FENCE F. WOOD PENCE 'ROVIDE OPAQUE SCREEN GE MATERIAL 24" HT. X 24" SPR. 30 O.C., OUTSIDE AND X OF FENCE r. BERM, 3: 1 SIDE SLOPE SECTION: OPAQUE SCREEN WALL DETAIL WEST AND NORTH BOUNDARIES : .,,r_ r'.\rA-__C/6� yr.-,�.._•- � r/6 r • • r ,r • ZONING IL - LANDUSE MXD 04 W6E AVE X ` �(b- X ' • CANOPY TREES - 12' ht. x 5' 5PR., 2.5 DBH 30O.C. SPACED IN A CONTINUOUS ALTERNATING PATTERN OF 6 TREES OUTSIDE PENCE, 4 TREES INSIDE PENCE e• ° ' • 6' HT. MOOD FENCE -ARTICULATE 60' O.C./5' SET BACK TO PROVIDE OPAQUE SCREEN SHRUB MATERIAL 24" HT. X 24" 5PR. 36" O.C., OUTSIDE 8'T' FENCE FOPAQUE SCTrIEN ' GRAS ITI ITI-I I 2' HT. BERM, 3: 1 SIDE SLOPE II�IL 5' SET BACK -moo, SECTION: OPAQUE SCREEN WALL DETAIL EAST R.O.W. BOUNDARY 1 .�..,✓1,Vi Gl 1i1 kl l/I\k..,r 1cA 114 1 1 k.i L, .J t,1 IVLA L, 1G Quant. Code Botanical Name Common Name 2 AR Acer rubrum Red Maple 2 LS Liquidambar 5tyraciflua Sweet Gum 2 PO Platanus occidentalis Sycamore 2 TD Taxodfum d15tichum Bald Cypress TOTAL - 8 TREES X 2.5 DBH = 20" DBH MI_.-L Ilk A_L_.-._I_ C -1__ I I 1 101It, IVI01,G1 IG71--.) JLAIGUUIG Quart. Code Botanical Name 1400 MC Myrica Cerifera 8 MG Magnolia Grandiflora 32 PE Pius elhotu 35 QL Quercu5laurafolia 50 QV Quercus virgimana 8 UP Ulmus Parvifoha "Penden5" l00 V5 Viburnum 5u5pen5um 1 520 FC Plurl suriculata Common Name Wax Myrtle Southern Magnolia Slash Pine Laurel Oak Live Oak Weeping Elm 5andankwa Viburnum Pluni 2' HT 501L BI :I 51DE SLOPE T. WOOD FEI T. = 8' 2 QL ®1 m 2 HT SOIL B; IDE SLOPE T WOOD FB T. = 8' X X rn D !n .Z7 2 O �0 -GENE RAL LA NDSCAPE NOTES I . AO lent materials h p e s shall be Florida #1 or better and installed to highest nurse standards. Plants shall be 9 ry healthy, free of pest and Cl 2. Al!Plants shall be container grown except as noted on plan. 3. All palms and trees shall have straight trunks with no twists, knotting or other defective characten5tic5. 4. Mulch shall be 100% Pine Bark, Installed to a minimum thickness of 3" 5. 50d shall be 95%weed free "Bahia', mstalled with tight joints. G. All dimensions shall be field checked by the Landscape Contractor prior to construction with arty discrepancies reported to the Landscape Architect. 7. All materials shall be as sptl on the plans. If materials, labor or installation techniques do not adhere to the specifications, they will be rejected by the Landscape Architect with 5pecdied materials and installation carried out by the Landscape Contractor at no additional cost. 8. No substitutions of materials or changes to the drawings or specifications shall be made. 9. All required permits are to be provided by the installing contractor unless specifically stated otherwise in the speofications. 10. Contractor identification signs shall not be allowed on the project. 1 1. Contractor shall be responsible for all items as shown or described on this plan and 5pecifications. 12. All proposed landscape and sod areas contaimng turf or weeds shall be treated with ,Round -up' per manufacturers specifications. 13. Landscape Contractor Shall provide all necessary site preparation required to ready the site for planting as specified. 14. The landscape Contractor shall warranty and guarantee all materials and labor for a penod of 90 days for shrubs and groundcoveo, palms and trees. Warranty and guarantee period shall begin upon date of comp 15, All repairs anglor replacements shall be made by the Landscape Contractor within 10 working days upon notification of any deficiencies by the owner or their representative. I G. All questions regarding the Landscape Plans and specifications shall be directed to the Landscape Architect at (727) 787-2840. FERTILIZATION Shrubs and Trees All trees and shrubs shall be fertilaed with "Agriform" 20-15.5 planting tablets at time of planting and prior to installation of plant pit backf ll. Tablets shall be placed uniformly around the root ball at a depth that is between the middle and bottom of the root ball. Application Rate: I Gallon Container: I - 21 gram tablet 3 Gallon Container: 2 - 21 gram tablets 5 Gallon Container: 3 - 21 gram tablets 7 Gallon Container: 4 - 21 gram tablets Trees: 3 tablets per each I/2" caliper of trunk Groundcover Areas All groundcover areas shall receive fertilization with "Ozmomte" time release fertilizer per manufacturers 5peGfieatl°n5. NOTE: IRRIGATE EACH TREE WITH NETAPIM UNDERGROUND DRIP IRRIGATION. PROVIDE (5 EMITTERS PER TREE. REFER TO SHEET L- I FOR TREE LOCATIONS COORDINATED WITH LANDSCAPE CONTRACTOR NOTE: CONTACT RICARDO ZAMBRANO WITH FFWCC AT 5G I -G25-5 1 22 PRIOR TO THE COMMENCEMENT OP ANY LAND CLEARING ACTIVITIES FOR ANY Set tree plumb, with top of rootball 1 1/2" ° above finish grade • • ° Rubber hose #12 gauge 24rlvlulch 12" length red 3" Tree wet plastic flag fi,,n grad tape 24 pt stake Existing native Root ball sod Native soil backflll TREE PLANTING DETAIL _ Tree dripimne •° • • Set shrub • plumb, with top 2" Mulch • o o �� of rootball I" 0 • above finish Flri Grade c grade Root ball-Eeistmg native Nature soil soil backflll SHRUB PLANTING DETAIL 5TATE GLJIDELINES OR NECESSARY PERMITS REGARDING 5HERMAN5 FOX TREE MITIGATION TABLE SQUIRREL. IN ADDITION PROVIDE INFORMATIONAL 51GN5 AND BROCHURES FOR ALL ON-51TE CONSTRUCTION/CONTRACT PERSONNEL SHOWING WHAT TOTAL TREES ON 51TE = 1,720 THE FOX SQUIRREL AND THEIR NEST LOOK LIKE AND THEIR PROTECTED STATUS. TOTAL TREES REMOVED = 580" Specification 12' ht. x 5' 5pr., min. 2.5" DBH., straight trunks 12' ht. x 55pr., min. 2.5" DBH., straight trunks 12' ht. x 5' 5pr., min. 2.5" DBH., straight trunks 12' ht. x 5' 5pr., min. 2.5" DBH., straight trunks Specification 3 gal., 24" ht. x 24" 5pr. 12' ht. x 5' spr., min. 2.5" DBH., straight trunks 12' ht. x 5spr., min. 2.5" DBH., straight trunks 12' ht. x 5'5pr., min. 2.5" DBH., straight trunks 12' ht. x 5'5pr., min. 2.5" DBH., straight trunks 12' ht. x 5' 5pr., min. 2.5" DBH., straight trunks 3 gal., 24" ht. x 24" 5pr. 3 gal., 24" ht. x 24" 5pr. NOTE: ALL CABBAGE PALMS TO BE REMOVED FROM 51TE SHALL BE SAVED FOR COUNTY RESCUE. CALL 5T. LUCIE COUNTY ENVIRONMENTAL RESOURCE DIVISION @ 772 4G2-252G. TOTAL TREES TO REMAIN = 1,140" Rectuired Mitigation = 580" x 2 = 1,1 GO" Out5tanding Mitigation = 1, I GO" - 1 140" = 20" Tree Replants - 2072.5" = 8 trees @ 2.5 DBH TOTAL PROPOSED REPLANT TREES = 20" DBH v 111111IReplant Tree Key want. eq Ireod Buffer Plants Code Red Maple Sycamore uant. Replant Trees Code Sweet Gum �e Bald Cypress Scale 1 II = G01-011 RECEIVED OCT 14 2004 MARK CONSTRUCTION CO. F- D on 0 1' J c F O 0 n Z 0 g 0 � m 20 Wc' w vi F W ♦- 0g m d ce c O N - N K v ° no � It LL n m `o gF=$� - 0 1. s •.� 5 M g 00 yei CL) Ufi�3u N ] 9 ep0 amE f° q5 „Ba<yQ, UJ U r_ TO i. U � Mal S_ O LL LL LU - V 0 J = u �J ICU () W .N O v J W 10 COPLEY DESIGN ASSOCIATES, INC LANDSCAPE ARCHITECTS 1666 Laney Drive Palm Harbor, Florida 34683 Phone 727 787-2840 Fax 727 785-4017 Landscape Architecture Site Planning Construction Management JOB NO.23074 L - I