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2007-012A
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2007-012A
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Entry Properties
Last modified
4/22/2016 12:10:01 PM
Creation date
9/30/2015 10:29:55 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/09/2007
Control Number
2007-012A
Agenda Item Number
11.1.2
Entity Name
L.H. Tanner
Subject
Contract/Specifications Indian River Drive South Sidewalks
Area
Indian River Drive
Project Number
0201
Bid Number
2007027
Supplemental fields
SmeadsoftID
6066
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INS <br /> Florida Erosion and Sediment Control Inspector's Manual <br /> tr <br /> C=uG cNN$ V COLLMRIICII fAUM 10 DE of SWC GIDE wS IME <br /> MPE MIM M 04 D M IACD <br /> NIII•ItIOIA WEID � BID <br /> t /S Y T ADDED H0LE5 FOR IT WN <br /> 3/F DVNEIFR BOLLS. <br /> } • • lTr <br /> BCD B/Aq 7 <br /> W`3D BOM SIp6 <br /> SCARED MOUS (? IR:I]Ey MEED <br /> � OVEU) Ar " SECTION B — B rain;orD 10 <br /> O <br /> ELEVATION OF UNASSEMBLED COLLAR OR <br /> 3. UNASSEMBLED COLLARS SHALL BE MARKED BY <br /> NOTES FOR COEURS: PAINTING OR TAGGING TO IDENTIFY MATCHING <br /> PAIRS, <br /> 1 . ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS <br /> CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND <br /> SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT <br /> 2. WHEN SPECIFIED ON THE PUNS. COATING OF TIME OF INSTALLATION. <br /> COLLARS SHALL BE IN ACCORDANCE WITH S. EACH COLLAR SHALL BE FURNISHED WITH TWO <br /> CONSTRUCTION AND CONSTRUCTION MATERIAL 1 /Y DIAMETER RODS WITH STANDARD TANK <br /> SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. <br /> DETAIL <br /> Corrugated Metal <br /> WEU) 1 1/S E 1 1/C % 1 t/C AWAM TO COLLAR OR BEND A 26 <br /> SIZE AND SPACING OF SLATTED �'� t '/� `'10C ^� �O1M• °M1'''""D' r <br /> OPENINGS SHALL BE THE SAME <br /> AS SHOWN FOR CM COLLAR . 1I/Y NOTE FOR BANDS AND COLLARS: <br /> USE RODS AND LUGS TO CLAMP ,IIS SHOWN <br /> MODIFICATIONS B OF THE DETAILS <br /> BANDS SECURELY TO PIPE. '" il SHOWN MAY BE USED PROVIDING <br /> \ J1 T/Y EQU+LL WATERTIGHTNESS ISMAINTAINED AND DETAILED <br /> t� <br /> ,� DRAWINGS ARE SUBMITTED AND <br /> t7 Rnt APPROVED BY THE ENGINEER PRIOR <br /> TO DELIVERY. <br /> t� <br /> BwD w <br /> ISOMETRIC VIEW <br /> t{7µ COLLARS A AMC. lD in <br /> w=v= T]IES 0r MEIYYL Y , AMD r <br /> RM) lJAT WG MSDFD MITI A CONn"uW3 MOO, <br /> NOTE: FOR DETAILS OF FABRICATION DIMENSIONS. MINIMUM GAGES, <br /> SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE. WIN <br /> METH omn TO BE <br /> wM= TO CEMIE! OF NOTE: TWO OTHER TYPES OF ANTI—SEEP COLLARS ARE: <br /> IEiIGµ MC BYO <br /> 1 . WELDED <br /> METAL, SIMILAR E UPPER, EXCEPT PIPE <br /> WELDED TO A SNORT CONNECTING <br /> SECTION OF THE PIPE ANDCONNECTED _ <br /> PARTIAL ELEVATION 2. CONCRETE, SILK INCHES THCK FORMED AROUND PTHE PIPE <br /> as+ _ rtm WITH /3 REBAR SPACED 15' HORIZONTALLY AND VERTICALLY. <br /> WIN <br /> DETAIL <br /> Helical Pipe <br /> 011 <br /> Plate 4.26L Anti-seep Collar Details <br /> Source: NRCS <br /> 01100 <br /> 4-96 <br /> r <br />
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