|
AI AA LFA VA,_'V6, wA457RM9AI &K
<br />1r1C-_5,Y0 W/ OaWH6 7y,' -r OWCAF Of 6roW .
<br />V'Zd &4PWZ M 77/,WG417 10/116 VIAM/E7E2
<br />(See 6cie"yale5).
<br />covE2�,
<br />01±
<br />-'A4LH !RR
<br />4E A D D! rL H
<br />'Uv OF DIrCNi-=-
<br />OR FiEL D EL - ------ _ _ - -
<br />FILL ANONANO TAMP"AJAT/vE
<br />M"ATERML , TO BASE oar FRAME
<br />Z' - 6'S AL L AROU/JD OU rt E T
<br />,PIf°C9/ AKOIGUG OUTLET 21t
<br />a,C 0/77/ W/o7T,'/ wll&wEVER
<br />/5 LESS.
<br />n„
<br />AME
<br />�GRAUUTAP M4fE41Al COMP4CiE0
<br />H1=
<br />_TL/RVOUT PIPE FROM /RR/6AT/oA/
<br />TURNOUT OR CONT'eG1L ,Sr,P1JGrUQF-
<br />3 I UO FILffe FABPIL
<br />Q
<br />4j07 5:
<br />I. USE THIS OUTLET FOR ALLEX/57E HEAD D/TCN HEAD OF FIELD
<br />FOR 'LOOD144 AU0EX/5f. SP/LL AREA Caa1W6T/04jS CALLED
<br />Ou7- ol/ PLANS
<br />Z. CDI.IUECT TUR/JCYJT p/PE TO ALFALFA VALVE AS PER
<br />MA/JUFACTURERS RECOMMENOAT/DADS,
<br />3. 310°x 3' MAWAOLE 6E(,ilON W/ OPMRU, IU4fAU6V A1?WN0 VALVE IN SOME "(,AI'ION4
<br />IF RE:QUIry P1{ i71S7RIOT eiNEE1Z.
<br />HEAD DITCH OUTLET CONNECTION,
<br />7-14AFCl57-
<br />gL.G�fS I,Q u
<br />II ♦ - -1, . f
<br />CENTERLINE STATION 8
<br />INVERT ELEVATION
<br />(SEE PLANS)
<br />/. Ac 19^lb Tb e�E RE�ghNUF4cTE�EL�
<br />AA/4-,' IAA;rA4L EV 4FAC , WAV.'S
<br />kEGOM1�ENt>97inNs.
<br />.�, 1vzw/bE 7i%FUST ESLGrf, FSR MFk
<br />DOUBLE MITER BEND
<br />OP OF ST19ucru2E
<br />� � SEE FC ANS
<br />N
<br />5 d Rlun TVP ST/LL/VG WELL (TYP ALL GgrES
<br />UA/LESS OTUERVI/SE SWow,v)
<br />I/CnBAR5,TYP SEE
<br />FlVISlN G2AOE A- '%=C A/072r5 ""'
<br />O
<br />- ` 1
<br />vV"� j1 IVP
<br />m
<br />�o
<br />5A25,TYP
<br />TV I¢"BARS GRA/.NUL4R A44[61214Z
<br />` 0 �
<br />C5 2
<br />FsEE Noce /)
<br />Ivale :
<br />/. 0151d17ce to he oe/r/m/ned Ii/ /1e/0'. 015/dates ShOu n on sCheOwle aie 1719)01-0,Y11.1w/e .
<br />2. gddsfo�o/do�eoi�9 /ein/orcemenf of &.0//loenelraf/01715 yo% o�en1/x�s.
<br />3 Locale eXis7111!,9 0/m pi/aiiy pl-ior 740 �o/7slraclin9 ILlmouf Ord �o/�necf/o v5.
<br />4. 6/se G" !t/o%r671c7los heleueer7 sIah 1 lua//y.
<br />5 AV;/g�nle/ 0r Ver r1/cal hend5 Uri l✓:�es w/sfi//i� we//s *hall he 9 -'o'/KMI,�) from
<br />/n5ide ua// oFs//t/clu/e.
<br />3i) TURNOUT STRUCTURE SECTION
<br />'14 " SA4 WELD TO BEAM WHERE
<br />/G,RA TING, IS ON BOTH S/DES
<br />OF BEAM
<br />�- GALV SIEEL 8EAM a/Gxq, UI✓IESS OTNE.QW/SE VOTED
<br />S/,3 " CiALV STEEL
<br />_ AIVCHOR BOLTS TO
<br />GONGKE7E. 'S/b" GALV
<br />S71- BOLT TO GALV STEEL
<br />-
<br />3
<br />STEEL BENT
<br />/ 3q 3 „ / '/4 " PL 1/+,/ x 3
<br />.6E4/4 SECT/OA/
<br />,6RAT/NG,
<br />G)ZATIAJCG /DOTES
<br />I. EXTE,I/O uRArING GOIJ n:✓uJUSL✓ OvER 6A7T
<br />GU/DES A.vO GATES
<br />Z /✓OTL.Y C.2ATI/J6r S0PPOR 7 GA' S AS
<br />REQU/QED
<br />3. GRA//NG SPAAC/ - - SEE PL.Ak'
<br />4. WIDTH OF 4RATIAICi SecTIO,vS SHALL ../OI
<br />EXCEE0 3'-0".
<br />S. SHOP DRAW/NGS SHALL BL SU6M11760 70
<br />THE ENG//JEER BASED 07/ F/ELD DIMEti'-
<br />S/ONS PR/OR 70 FA,391CAT/D.J.
<br />6. MATERIALS FOR SUPPORTS OF GALV 57EEL
<br />DRAT/NL, 70 BE GALV,41V/ZED STEEL.
<br />METAL SUP120975 THAT ARE 70 3E 6A4 3EDDEG
<br />IN COAJ62ETE SHALL 8E GAL!/A/.//ZED
<br />7. UNLESS NOTED OTHERW75E. OT/ PLANS ,
<br />DRAT/NG TF!/CKNESS SHALL SE AS
<br />FORUDA/ "aRAT11115 APPL/CASLE 7.2AFF/G _7H/CK,C/E.SS /ABLE
<br />8. BEAR/NLr BAR 7-HICK7JESS FOR 6RA//7JGr
<br />TO BE s//b '/ MI,(//MUM.
<br />9. PROVIDE M/SCELLA,CIEOL/S 5RA771t/6
<br />FASTENERS AS REDU/RED.
<br />IO. 9A40 ALL EDGES Au0 6Uf0Uf4 EX6fff FOR WNUfs 091614 960UR
<br />AkOOMO RISIU& STEM GAPES vV1%,"r THE DEPfH OF THE 6fARING BAR.
<br />FOOT TR A FF/G
<br />GRATING TH/C.KNESS TABLE
<br />MAXIMUM SPAN
<br />57EEL (IN.)
<br />5/_('11
<br />GALV STEEL I -BEAM
<br />#11 BAR
<br />SIZE
<br />BEND
<br />LAP
<br />Nv,c 9 UAILESs
<br />LAP
<br />BEND
<br />LAP
<br />BEND
<br />OTHERWISE /✓OTED
<br />TOP
<br />BAR'
<br />28 DIA.
<br />MIN 1'-0"
<br />42 DIA.
<br />MIN 2'-0"
<br />T-0"
<br />O/✓ PLANS
<br />T-9"
<br />6-0"
<br />4'-6"
<br />T-3"
<br />NDi E'GALV
<br />20 DIA.
<br />MIN V-0"
<br />30 DIA.
<br />MIN 1'-6"
<br />2'-0"
<br />BOLT
<br />2'-9"
<br />z"
<br />T-3"
<br />/''4 " I- KEAMS WNE2E
<br />a
<br />�Q�B4�8
<br />QEt2D Oul,'(
<br />a
<br />IUo 9a/e5 rf
<br />eQb!, C'onr�ecf o ex.
<br />Colelwl
<br />Q
<br />/
<br />SUBSTITUTE -ADHESIVE ANCHORS
<br />FOR ANCHOR BOLTS FOR ATTACH//.IG
<br />TO EX/STING OR WN�RE REQU/RED.
<br />,13EA/(7
<br />E L E VAT/0/,/
<br />W
<br />LOCK 8V OTHERS
<br />7'-0"' xfal
<br />I'-0" GATE FRAME
<br />/ /e///QVC57t k/P//ter
<br />657/0&
<br />2
<br />/5
<br />/5"
<br />90
<br />24'
<br />/0'
<br />PROVIDE OPFAJ1A1G
<br />3p"
<br />GRATac/G,fV/
<br />5'
<br />/�'
<br />.5�/2
<br />Z" I"AX CLEARANCE
<br />5�'/2
<br />TVP/GAL
<br />ZH
<br />I
<br />ALL
<br />WELD
<br />GATE
<br />FRAMES
<br />-tiPL
<br />3184X2% "x 0'6' (/DRILL /% "O/A DOLE)
<br />J
<br />o
<br />a
<br />WALL .
<br />'0
<br />TYP
<br />PL 3/B"x 4%4 /Ix
<br />L Z X Z X 5/io°X O•{,"
<br />!p
<br />STAkILEV TYPE -
<br />a
<br />� WELDED TO
<br />F179 BP (3'/z")
<br />c.
<br />i
<br />BOTTOM OF
<br />(AALV STEEL HINGE
<br />GRATE L
<br />WELDED TO 607-P
<br />FATE
<br />Z PER GRATE
<br />PIECES OF C.RA71AJA-
<br />SPACE IO " MAX FROM
<br />EDGE OF DRAT//JG THE STOP PLA,VK GROOVE
<br />IAA 2 H/NGES sfs A4/SGELLAA/EOUS
<br />PER 6GRATE
<br />,C7E T�1 /L �i T
<br />pL/}7�1K//�l6 G�oO ✓Es
<br />(CONT"I�OL
<br />.ST�LIGTU,+;'�S D7�lGY�
<br />G)ZATIAJCG /DOTES
<br />I. EXTE,I/O uRArING GOIJ n:✓uJUSL✓ OvER 6A7T
<br />GU/DES A.vO GATES
<br />Z /✓OTL.Y C.2ATI/J6r S0PPOR 7 GA' S AS
<br />REQU/QED
<br />3. GRA//NG SPAAC/ - - SEE PL.Ak'
<br />4. WIDTH OF 4RATIAICi SecTIO,vS SHALL ../OI
<br />EXCEE0 3'-0".
<br />S. SHOP DRAW/NGS SHALL BL SU6M11760 70
<br />THE ENG//JEER BASED 07/ F/ELD DIMEti'-
<br />S/ONS PR/OR 70 FA,391CAT/D.J.
<br />6. MATERIALS FOR SUPPORTS OF GALV 57EEL
<br />DRAT/NL, 70 BE GALV,41V/ZED STEEL.
<br />METAL SUP120975 THAT ARE 70 3E 6A4 3EDDEG
<br />IN COAJ62ETE SHALL 8E GAL!/A/.//ZED
<br />7. UNLESS NOTED OTHERW75E. OT/ PLANS ,
<br />DRAT/NG TF!/CKNESS SHALL SE AS
<br />FORUDA/ "aRAT11115 APPL/CASLE 7.2AFF/G _7H/CK,C/E.SS /ABLE
<br />8. BEAR/NLr BAR 7-HICK7JESS FOR 6RA//7JGr
<br />TO BE s//b '/ MI,(//MUM.
<br />9. PROVIDE M/SCELLA,CIEOL/S 5RA771t/6
<br />FASTENERS AS REDU/RED.
<br />IO. 9A40 ALL EDGES Au0 6Uf0Uf4 EX6fff FOR WNUfs 091614 960UR
<br />AkOOMO RISIU& STEM GAPES vV1%,"r THE DEPfH OF THE 6fARING BAR.
<br />FOOT TR A FF/G
<br />GRATING TH/C.KNESS TABLE
<br />MAXIMUM SPAN
<br />57EEL (IN.)
<br />5/_('11
<br />#10 BAR
<br />#11 BAR
<br />SIZE
<br />BEND
<br />LAP
<br />BEND
<br />LAP
<br />BEND
<br />LAP
<br />BEND
<br />LAP
<br />TOP
<br />BAR'
<br />28 DIA.
<br />MIN 1'-0"
<br />42 DIA.
<br />MIN 2'-0"
<br />T-0"
<br />GAG✓AN/ZED STEEL
<br />6AATI7JG -TUPE WB
<br />AS MADE BY BOR EN
<br />METAL PROOUCTS CO)
<br />ELIZABETH, N.T.
<br />OR EQUAL\Typ`
<br />LZ"XZ'•X3/Ib"XO4' j-
<br />OF G QA jOgICR.OTTOM 3°
<br />MIN Z PER GKATE
<br />TO PREVENT
<br />A1p RIZONTAL
<br />MOVEMENT
<br />- C41.VA+4I1E9 ATEU %4" BOLT
<br />W/ GALV. STEEL AAOOLP GLIPy,
<br />90KOEN TYPE F9 6Eu( 66IP6
<br />OR EQUIVALEut
<br />3/4"64,4MFE9 OR %2"RADIUS
<br />ROU.Vo, rYP, OA14tI STRUCTURE
<br />EDGES EXCEPT FOOrlmI 4.
<br />8"OR /O"
<br />CONG. WALL
<br />CRAT/1/6 SUPPORT DETAIL
<br />NT.S
<br />4 GRATE DETAIL
<br />GENERAL STRUCTURAL NOTES
<br />REINFORCING DETAILS
<br />1. UNLESS OTHERWISE SHOWN, CONIC WALLS AND SLABS SHALL BE REINF AS
<br />FOLLOWS: #4@12" EW CENTER OF 6" SECTIONS; #5@12" EW CENTER OF 8"
<br />SECTIONS; #4@12" EWEF OF 10" SECTIONS; #5@12" EWEF OF 12" SECTIONS.
<br />SINGLE MAT REINF SHALL BE AT CENTER OF SECTION, UNLESS SHOWN
<br />OTHERWISE.
<br />2. MIN CLR FOR REINF BARS, UNLESS SHOWN OTHERWISE, SHALL BE 3" WHEN
<br />PLACED ON GROUND; FOR SURFACES EXPOSED TO WATER OR WEATHER -11/i' CLR
<br />FOR #5 BAR AND SMALLER AND 2" CLR FOR LARGER BARS, INTERIOR SLABS 3/4"
<br />CLR, INTERIOR BEAMS 11/2" CLR
<br />3. UNLESS OTHERWISE NOTED, ALL WALL REINF BARS SHALL BE CONT AROUND
<br />CORNERS AND THROUGH COL OR PILASTERS. REINF SHALL BE EXTENDED INTO
<br />CONNECTION WALLS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING
<br />WALLS, AS INDICATED ELSEWHERE ON THIS SHEET. VERT WALL BARS SHALL BE
<br />LAPPED WITH DOWELS FROM BASE SLABS AND EXTENDED INTO THE TOP FACE OF
<br />ROOF SLABS AND LAPPED WITH TOP SLAB REINF. UNLESS INDICATED
<br />OTHERWISE, CONTRACTOR MAY SPLICE CONTINUOUS SLAB OR LONGITUDINAL
<br />BEAM BARS AT LOCATIONS OF HIS CHOOSING, EXCEPT THAT TOP BAR SPLICES
<br />SHALL BE LOCATED AT MIDSPAN AND BOTTOM BAR SPLICES SHALL BE LOCATED
<br />AT SUPPORTS. STAGGER ADJACENT SPLICES PER ACI 318 WITH A MINIMUM OF 2'-
<br />0". ALL REINF BENDS AND LAPS UNLESS OTHERWISE NOTED, SHALL SATISFY THE
<br />FOLLOWING MINIMUM REQUIREMENT:
<br />DETAILS OF REINFORCEMENT '
<br />BAR
<br />#8 OR SMALLER
<br />BARS
<br />#9 BAR
<br />#10 BAR
<br />#11 BAR
<br />SIZE
<br />BEND
<br />LAP
<br />BEND
<br />LAP
<br />BEND
<br />LAP
<br />BEND
<br />LAP
<br />TOP
<br />BAR'
<br />28 DIA.
<br />MIN 1'-0"
<br />42 DIA.
<br />MIN 2'-0"
<br />T-0"
<br />4'-9"
<br />T-9"
<br />6-0"
<br />4'-6"
<br />T-3"
<br />OTHER
<br />BAR
<br />20 DIA.
<br />MIN V-0"
<br />30 DIA.
<br />MIN 1'-6"
<br />2'-0"
<br />T-3"
<br />2'-9"
<br />4'-3"
<br />T-3"
<br />5'-3"
<br />TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT
<br />MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE
<br />BAR, IN ANY SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS.
<br />4. WHERE PLANS REQUIRE ONLY 60 GRADE REINF, DO NO USE THE ABOVE VALUES.
<br />REFER TO ACI 318 CHAPTER 12 AND FURNISH CLASS "C" SPLICE WITH THE
<br />REDUCTION ALLOWED FOR BAR SPACING OF 6 -INCHES.
<br />5. CONT PLASTIC WS AS SPEC, SHALL BE INSTALLED IN ALL CJ IN WALLS OF WATER
<br />HOLDING BASINS AND CHANNELS, EXCEPT WHERE INDICATED OTHERWISE.
<br />6. PROVIDE AND INSTALL GRANULAR MATERIAL AS SPECIFIED UNDER ALL
<br />SLABS AND FOOTINGS TO UNDISI URBED EARTH WITH MINIMUM THICKNESS OF
<br />6", UNLESS OTHERWISE NOTED.
<br />7• Y4"C1I41v1LER OR %2 "RQD/US ROUlc/D QEQU/RED 0/✓ ALL EXPOSED VF_Qi/CRL A/JD
<br />A10.e1Z0I1T4L EDGES.
<br />/VrJ7IP
<br />,t�rrac�c�f _ �/cwolio�7 0/
<br />Jos
<br />yhe j/
<br />, t
<br />\ /4, 44 Y
<br />•I r-
<br />"h"bb/5
<br />1t 70�T%/ ,) 'aa /w/✓s
<br />5) CONTROL STRUCTURE SECTION
<br />4"Typ,
<br />All .4mur.�/.
<br />I. O.I.D. SHALL BE CONTACTED AT LEAST 48 HOURS PRIOR TO COMMENCMENT OF WORK ON IRRIGA-
<br />TION LINES. COMPLETION OF ALL IRRIGATION PROJECTS MUST BE ACCOMPLISHED BETWEEN
<br />OCTOBER 15 AND MARCH 1 OF ANY YEAR. BETWEEN THE TIME OF MARCH 1 AND OCTOBER 15
<br />IRRIGATION LINES WILL BE USED FOR IRRIGATION PURPOSES ONLY AND AS SUCH, UNLESS
<br />SPECIAL ARRANGEMENTS ARE MADE WITH THE DISTRICT, CONSTRUCTION WILL NOT BE ALLOWED.
<br />FOR ALL CONSTRUCTION WORK INVOLVING PIPELINES USED TO CONVEY STORMWATER, THE
<br />CONTRACTOR SHALL COMPLETE ALL SUCH CONSTRUCTION WORK IN A TIMELY AND DILIGENT MANNER
<br />WITHOUT RESTRICTING THE NORMAL FLOW OF WATER WITHIN THE LINE.
<br />2. USED MATERIALS, REJECTS, MISFITS OR SECONDS, ETC., ARE NOT ACCEPTABLE FOR USE
<br />ON DISTRICT FACILITIES.
<br />3. ALL IRRIGATION BOXES SHALL BE FORMED INSIDE AND OUT WITH SUFFICIENT SNAP TIES,
<br />WHALERS, STRONGBACKS, KICKERS, ETC., TO PRODUCE UNIFORM AND PLUMB WALL. PORTLAND
<br />CEMENT CONCRETE SHALL BE CLASS "A" CONCRETE HAVING NO LESS THAN 564 POUNDS OF
<br />PORTLAND CEMENT PER CUBIC YARD. THE CONCRETE SHALL BE VIBRATED SUFFICIENTLY
<br />TO PROVIDE FOR SMOOTH SURFACED WALLS WITHOUT VOIDS AND HONEYCOMBS. ALL FORMS
<br />WITH EXPOSED SURFACES SHALL BE CONSTRUCTED WITH TRIANGULAR FILLETS NO LESS THAN
<br />3/4" BY 3/4" ATTACHED SO AS TO PREVENT MORTAR RUNS AND TO PRODUCE SMOOTH STRAIGHT
<br />CHAMFERS AT ALL SHARP EDGES OF THE CONCRETE.
<br />4. SIX INCH PLASTIC WATERSTOP, CENTER BULB TYPE, AS SHOWN ON DRAWINGS, EXTRUDED
<br />FROM AN ELSASTOMERIC PLASTIC COMPOUND IS REQUIRED FOR ALL CONCRETE COLD JOINTS
<br />IN STRUCTURES.
<br />5. O.I.D. SHALL INSPECT ALL WORK PHASES ON IRRIGATION FACILITIES FOR CONFORMANCE
<br />TO DISTRICT SPECIFICATIONS. REINFORCING SHALL NOT BE ENCASED IN CONCRETE WITHOUT
<br />PRIOR DISTRICT INSPECTION. LIKEWISE, CONCRETE SHALL NOT BE COVERED WITH EARTH
<br />PRIOR TO DISTRICT INSPECTION.
<br />6. O.I.D. SHALL BE PROVIDED WITH NAME, ADDRESS, AND PHONE NUMBER OF CONTRACTORS,
<br />SUB -CONTRACTORS, ETC., RESPONSIBLE FOR WORK BEING PERFORMED ON DISTRICT FACILITIES.
<br />ALSO, PROVIDE NAME AND NUMBER OF CONTACT PERSON RESPONSIBLE OF OVERSEEING ALL
<br />PHASES OF CONSTRUCTION.
<br />7. THE CONTRACTOR HEREBY AGREES TO MAKE, AT HIS OWN EXPENSE, ALL REPAIR OR REPLACE-
<br />MENTS NECESSITATED BY DEFECTS IN MATERIALS OR WORKMANSHIP, SUPPLIED FOR DISTRICT
<br />FACILITIES, AND PAY FOR ANY DAMAGE TO OTHER WORKS RESULTING FROM SUCH DEFECTS
<br />WHICH BECOME EVIDENT WITHIN 1 YEAR AFTER THE DATE OF FINAL ACCEPTANCE OF THE
<br />WORK. THE CONTRACTOR FURTHER AGRESS TO HOLD THE DISTRICT HARMLESS FROM LIABILITY
<br />OF ANY RIND ARISING FROM DAMAGE DUE TO SAID DEFECTS. THE CONTRACTOR SHALL
<br />MAKE ALL REPAIRS AND REPLACEMENTS PROMPTLY UPON WRITTEN ORDER FROM THE DISTRICT.
<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ALL PIPELINE CRACKS WHICH
<br />DEVELOP DURING CONSTRUCTION OF THE SUBDIVISION.
<br />9. THE CONTRACTOR SHALL NOT LEAVE DISTRICT PIPELINE PROJECTS INCOMPLETE FOR MORE
<br />THAN TWO WEEKS. WHEN CONDITIONS REQUIRE, CONTRACTOR SHALL PROVIDE A TEMPORARY
<br />DIVERSION DITCH TO PROVIDE FOR IRRIGATION WATER DELIVERY OR STORMWATER REMOVAL.
<br />10. REINFORCED CONCRETE PIPE (R.C.P.) 24 INCHES IN DIAMETER, OR LARGER, SHALL
<br />BE CENTRIFUGALLY SPUN CLASS A-25 IN ACCORDANCE WITH ASTM DESIGNATION C-361
<br />FOR ALL AREAS OUTSIDE OF TRAFFIC AREAS. PIPE PLACED WITHIN ROAD RIGHT-OF-WAY
<br />OR CROSSING PUBLIC ROADWAYS SHALL BE CLASS B-25 IN ACCORDANCE WITH ASTM DESIGNA-
<br />TION C-361.
<br />11. CLASS 150 A.C. PIPE OR CLASS 100 P.I.P. P.V.C. PIPE IS REQUIRED FOR O.I.D.
<br />PIPELINES LESS THAN 24 INCHES IN DIAMETER. CLASS 125 P.V.C. WILL BE REQUIRED
<br />FOR ROAD CROSSINGS.
<br />12. A MINIMUM 30 INCH COVER SHALL BE PROVIDED OVER ALL PIPELINES.
<br />13. THE TRENCH CAN BE BACK-FILLED WITH NATIVE MATERIAL AND COMPACTED BY FLOODING
<br />OR JETTING TO OBTAIN THE DESIRED 90% RELATIVE COMPACTION.
<br />14. LOCATOR TAPE TO BE INSTALLED IN TRENCH 12 INCHES ABOVE P.V.C. OR A.C. PIPE.
<br />(TAPE WILL BE SUPPLIED BY O.I.D.)
<br />15. THE CONTRACTOR SHALL SUBMIT TO O.I.D. 2 COPIES OF THE MANUFACTURER'S DRAWINGS
<br />OF:
<br />A. THE REINFORCED CONCRETE PIPE;
<br />B. TURNOUT GATES WITH FRAMES.
<br />16. THE CONTRACTOR SHALL SUBMIT TO O.I.D. 2 COPIES OF THE SHOP DRAWINGS FOR:
<br />A. DIMENSIONAL LAYOUT OF THE STRUCTURES;
<br />B. REINFORCEMENT PLACEMENT;
<br />C. STILLING WELL AND VENT PIPE COVERS;
<br />D. GRATES;
<br />E. AND ACCESS LADDER.
<br />17. CONTRACTOR SHALL SALVAGE ALL GRATES, COVERS, GATES, AND FRAMES. CONTRACTOR
<br />MAY REUSE SALVAGE PARTS IF CONDITION OF SAID PARTS ARE ACCEPTABLE TO DISTRICT
<br />ENGINEER. UN -USED SALVAGED PARTS $HALL BE DELIVERED TO DISTRICT PER DISTRICT
<br />ENGINEER'S DIRECTION.
<br />7) GENERAL NOTES
<br />6) TURNOUT SCHEDULE
<br />O.I.D., ITS EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR VERIFICATION
<br />OF ELEVATIONS AND DIMENSIONS INDICATED ON THE PLANS NOR ANY ERRORS OR
<br />OMISSIONS THAT MAY BE PRESENT. APPROVAL IS SUBJECT TO THE DATA SHOWN
<br />WHICH APPEARS TO BE IN CONFORMITY WITH O.T.D. REQUIREMENTS FOR
<br />PROTECTION OF DISTRICT FACILIrPNES.
<br />SO CONDITIONALLY APPROVED:C�l' %/ i/%L/ DATE:
<br />/
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<br />7Pemlol-eelnen
<br />L'�rrirnenl�S
<br />G/
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<br />63
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<br />1 /92
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<br />301'
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<br />6) TURNOUT SCHEDULE
<br />O.I.D., ITS EMPLOYEES AND AGENTS ARE NOT RESPONSIBLE FOR VERIFICATION
<br />OF ELEVATIONS AND DIMENSIONS INDICATED ON THE PLANS NOR ANY ERRORS OR
<br />OMISSIONS THAT MAY BE PRESENT. APPROVAL IS SUBJECT TO THE DATA SHOWN
<br />WHICH APPEARS TO BE IN CONFORMITY WITH O.T.D. REQUIREMENTS FOR
<br />PROTECTION OF DISTRICT FACILIrPNES.
<br />SO CONDITIONALLY APPROVED:C�l' %/ i/%L/ DATE:
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<br />JULY, 1991
<br />loss -004.0
<br />No Scale
<br />12 12
<br />E - 1549
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