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1P-01 1)EQUIPMENT INSTALLATION NOTES:STRUCTURE# 1& 2 - 316SSGATESCEDULE 2

GATE IDENTIFICATION 015001 0105 025001 02502015002 015003.. 01S004CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH SUBCONTRACTORS &EQUIPMENTMANUFACTURERS/SUPPLIERS IN THE INSTALLATION OF EQUIPMENT.

I.GATE TYPE SLUICE CHANNEL SLUICE SLU CESLICE CHANNEL CHANNEL36" X 42 544'X 54" 36" X 42" 36!X 42"]54" X 54" 54" X 54"24" X 36"1[GATE SIZE WIDTH X HEST

IGATE SERIES 924ilL 9'24l 924 921 921 921 924

P'0 11/CONTRACTOR SHALL THOROUGHLY REVIEW MANUFACTURER'S INSTRUCTIONS TO

DOUBLE CHECK AND VERIFY ANCHOR BOLT PATTERNS, REQUIREMENTS FOR ELECTRICALCONNECTIONS, AND OTHER EQUIPMENT SPECIFIC REQUIREMENTS TO ENSURECORRECT INSTALLATION OF EQUIPMENT.

2.CW / FECW/ ECW CW FEFE FE[MOUNTING - FRAMEEMBED EMBE] W 'AL WALL EMBEDMOUNTING EMBEDEM &- INVERT

I 48' 60" I 0" j 36 36"HEAD (SEATING/UNSEATING) 42" 60"I_________I_________HOIST REQUIREMENT

HC. MANUAL HC HC HC HC HC HCEQUIPMENT SHALL BE INSTALLED IN SUCH A MANNER AS TO FACILITATE FUTUREMAINTENANCE OF EQUIPMENT. THERE SHALL BE NO IMPEDIMENTS TO OPERATE AND

MAINTAIN EQUIPMENT. IF AFTER INSTALLATION, IT IS FOUND THAT THE EQUIPMENT IS

INACCESSIBLE, CONTRACTOR SHALL REMOVE AND RE-INSTALL EQUIPMENT TO THE

SATISFACTION OF OWNER & ENGINEER AT NO ADDITIONAL COST TO THE OWNER.

COST OF SUCH WORK SHALL BE BORNE BY THE CONTRACTOR.

3NO NO IINO NO NO NONOLEGEND B. ELECTRIC" H

''''22'~'$ GS GS GS GS GSGSGSC. STEM COVERYLAR MYLAR o£3310

( 'FA0 " C

63 DSikv. 'Y~ AkY/

MYLAR MYLAR'ii MYLARMYLAR MYLAR.POSITION INDICATORGRATING RISING RISING IRISINGRIS NGRISING RISING RISINGE.STEM CONFIGURATIONYOKE 1 YOKE j YOKEYOKEYOKE YOKE YOKE 2>4LIFT MOUNTING i

-AWA AWWA][LEAKGE STANDARDi''2 "-I AWWA fAWWAAWWAAWWA AWWA

ALUMINIUM GRATINGW1NON- SKID ALUM. PLATE

113400 1134,00 LI 11341006 1134.00[OPERATING FLOOR ELEVATION 1134.00 1134,001134.00 ANCHOR BOLT PATTERNS, IF SHOWN ON PLANS, ARE ILLUSTRATIVE. IT IS THE SOLERESPONSIBILITY OF CONTRACTOR TO CHECK AND VERIFY ANCHOR BOLT PATTERNS

WITH EQUIPMENT MANUFACTURERS AND ADJUST HIS CONSTRUCTION OF STRUCTURES

ACCORDINGLY TO PREPARE FOR CORRECT INSTALLATION. ANCHOR BOLTS SHALL BE

LOCATED PRIOR TO POURING CONCRETE. IF HOLES ARE DRILLED INCORRECTLY, SUCH

WORK SHALL BE PROMPTLY REMOVED AND REPLACED AT NO COST TO THE OWNER.

-F 4,

I

1107.00 I - 1107,00INVERT ELEVATION 1093.00I 093.0011107,001107.00 1107,00 0 A-- LALL GATES ARE UPWARD OPENING UNLESS OTHERWISE SPECIFIED

*ELECTRICALLY OPERATED GATE: 120 VOLTS/ SINGLE PHASE

I N D E.RC SLAB

1IFE: EMBEDDED FRAME

HC: HAND CRANK

GS: GALVANIZEDSTEEL

CW: CHANNEL WALL

SQ N: SQUARE NUT P*006I

EAGLEOFFICE CENTER

2803 SOUTH BRYANT

EDMOND, OK. 73013

PH.(405)844-3900

FAX. (405) 844-3600

DATE:

EAGLE CONSULTANTS, INC.I REVISIONS:, STRUCTURES 1, 2 & 3 - PLAN--CIVIL AND ENVIRONMENTAL ENGINEERS11

-- _7

& SECTIONSAPPROVED:-S.D.

IGNEDBY: CAD OPERATOR:S.D. j KM

WG. SCALE: SHEET:AS SHOWN 6rDES

TCHECKED:; PLOT DATE: CERTIFICATE OF AUTHORIZATION NO. CA20886/5/2020S.D. OF X --

CFEDB CASOUTHEAST LIFT STATION, MOORE, OK

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aloflandAluminum Grating Detail

aloflandspan dir 1

aloflandspan dir 1

aloflandspan dir 1

aloflandspan dir 1

aloflandspan dir 1

aloflandspan dir 1

aloflandspan dir 1

aloflandspan dir 1

aloflandAluminum Grating Detail

aloflandAluminum Grating Detail

aloflandAluminum Grating Detail

aloflandAluminum Grating Detail

aloflandAluminum Grating Detail

aloflandAluminum Grating Detail

aloflandAluminum Grating Area18.84 sf

aloflandAluminum Grating Area22.57 sf

aloflandAluminum Grating Area22.71 sf

aloflandAluminum Grating Detail

aloflandLine

aloflandEnd band10'-11 3/4"

aloflandEnd band10'-10 1/2"

aloflandEnd band9'-0"

aloflandPolyLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandPolyLine

aloflandText Box1

aloflandText Box2

aloflandText Box2

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandLine

aloflandPolyLine

aloflandPolyLine

aloflandPolyLine

aloflandPolyLine

aloflandPolyLine

aloflandPolyLine

aloflandLine

aloflandLine

aloflandText Box3

aloflandText Box4

aloflandText Box5

aloflandText Box6

aloflandText Box7

aloflandText Box8

aloflandText BoxL1

aloflandAluminum Grating Detail

aloflandLine

aloflandPolyLine

aloflandPolyLine

aloflandLine

aloflandLine

aloflandText Box10

aloflandspan dir 1

aloflandText Box9

aloflandspan dir 1

aloflandspan dir 1

aloflandText Box9

aloflandHighlightALUMINIUM GRATINGW1NON- SKID ALUM. PLATE

aloflandPolyLine

aloflandPolyLine

aloflandPolyLine

aloflandPolyLine

aloflandText Boxclear spans (2" plank)48"54"65"78"

aloflandCloud+

aloflandCloud+2" Unpunched Aluminum Plank Mill finish

aloflandText Box19-SGI-4 (2") Striated, Mill finish Aluminum I-bar

aloflandCloud

aloflandAluminum Grating Detail

aloflandRectangle

aloflandspan dir 1

aloflandspan dir 1

aloflandspan dir 1

aloflandCalloutStair treads and landing 2" Unpunched Aluminum Plank Mill finish

aloflandArrow

aloflandArrow

aloflandRectangle

cabramText Box Legend

Note Type

19-SGI-4 (2")

2" Unpunched Aluminum Plank

& Stair Treads

cabramText Box1

cabramText Box2

cabramText Box3

cabramText Box4

cabramText Box6

cabramText Box7

cabramText Box8

cabramText BoxL1

cabramText Box10

cabramText Box9

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramArrow

cabramImage

cabramText Box

For 2" Grating and Planks Dim "A" = 2" Dim "B" = 2"Material Will Match Grating

cabramArchitect

cabramCloud+2" Unpunched Aluminum Plank Mill finish

cabramRectangle

ec1Text Box

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text5

ec1Typewritten Text

ec1Typewritten Text

ec1Typewritten Text

Plank Ped * Wt. Sec. PropSize, Span, Lbs. Sx, in3 / Ft

Inches Inches Sq. Ft. Ix, in4 / FtU 1,856 825 464 297 206 152 116 U - Safe unifrom load in pounds/sq. ft.D 0.034 0.075 0.134 0.209 0.302 0.411 0.536 C - Safe concentrated load in pounds/ft. grating widthC 928 619 464 371 309 265 232 D - Deflection in inchesD 0.027 0.060 0.107 0.168 0.241 0.328 0.429U 3,584 1,593 896 573 398 293 224 177 Load and deflections given in this tableD 0.027 0.061 0.109 0.170 0.245 0.334 0.436 0.552 are theoretical, and are based on a C 1,792 1,195 896 717 597 512 448 398 unit stress of 12,000 psi.D 0.022 0.049 0.087 0.136 0.196 0.267 0.349 0.441U 6,312 2,805 1,578 1,010 701 515 395 312 252 209D 0.024 0.053 0.094 0.147 0.212 0.288 0.376 0.476 0.588 0.712C 3,156 2,104 1,578 1,262 1,052 902 789 701 631 574D 0.022 0.049 0.088 0.137 0.198 0.269 0.351 0.444 0.549 0.549U 9,216 4,096 2,304 1,475 1,024 752 576 455 369 305 256 218D 0.020 0.045 0.081 0.126 0.181 0.247 0.322 0.408 0.503 0.609 0.725 0.851C 4,608 3,072 2,304 1,843 1,536 1,317 1,152 1,024 922 838 768 709D 0.016 0.036 0.064 0.101 0.145 0.197 0.258 0.326 0.403 0.487 0.580 0.680U 11,680 5,191 2,920 1,869 1,298 953 730 577 467 386 324 276 238 183D 0.017 0.039 0.069 0.107 0.155 0.210 0.275 0.348 0.429 0.520 0.618 0.726 0.842 1.099C 5,840 3,893 2,920 2,336 1,947 1,669 1,460 1,298 1,168 1,062 973 898 834 730D 0.014 0.031 0.055 0.086 0.124 0.168 0.220 0.278 0.344 0.416 0.495 0.581 0.673 0.879U 16,536 7,349 4,134 2,646 1,837 1,350 1,034 817 661 547 459 391 337 258D 0.015 0.034 0.061 0.095 0.137 0.187 0.244 0.308 0.381 0.461 0.548 0.643 0.746 0.975C 8,268 5,512 4,134 3,307 2,756 2,362 2,067 1,837 1,654 1,503 1,378 1,272 1,181 1,034D 0.012 0.027 0.049 0.076 0.110 0.149 0.195 0.247 0.305 0.369 0.439 0.515 0.597 0.780U 22,472 9,988 5,618 3,596 2,497 1,834 1,405 1,110 899 743 624 532 459 351D 0.014 0.031 0.056 0.087 0.126 0.171 0.223 0.283 0.349 0.422 0.502 0.590 0.684 0.893C 11,236 7,491 5,618 4,494 3,745 3,210 2,809 2,497 2,247 2,043 1,873 1,729 1,605 1,405D 0.011 0.025 0.045 0.070 0.100 0.137 0.179 0.226 0.279 0.338 0.402 0.472 0.547 0.714U 26,224 11,655 6,556 4,196 2,914 2,141 1,639 1,295 1,049 867 728 621 535 410D 0.013 0.028 0.051 0.079 0.114 0.155 0.202 0.256 0.316 0.383 0.455 0.534 0.620 0.809C 13,112 8,741 6,556 5,245 4,371 3,746 3,278 2,914 2,622 2,384 2,185 2,017 1,873 1,639D 0.010 0.023 0.040 0.063 0.091 0.124 0.162 0.205 0.253 0.306 0.364 0.427 0.496 0.648

2' - 0"

Clear Span

* Ped Span is the rated clear span under pedestrian loading of 100 lbs. / SF with maximum 1/4" deflection.

3.2

Load Table HD Un-Punched Plank

OGI Heavy Duty Un-Punched Aluminum Plank

7' - 0" 8' - 0"5' - 6" 6' - 0" 6' - 6"3' - 0"

51 2.6

5' - 0"3' - 6" 4' - 0" 4' - 6"1' - 0" 1' - 6" 2' - 6"

1.03

1.152

0.789

0.6038

0.232

0.125

0.448

0.296

1 1/4" 61

1.530

3/4" 41 2.2

1"

2.067

1 3/4" 77 4.41.460

1 1/2" 70 3.8

3.278

4.665

2.443

2 1/4" 96 5.52.809

3.623

2" 87

2 1/2" 102 5.9

4.9

aloflandAluminum Grating Detail

ADA PUNCHED FASTENER DETAIL

Aluminum Plank

1/4” DIA. STN. STL. Hex Head “TEK” Screw

5/8” DIA. Hole in Plank Web

1/4” x 1/4” x1” Beveled Lug

PLANK LUG DETAIL (4) Required Per Panel

This fastening device is used for punched patterns, primarily ADA.

1 - Signed Addendum # 2 - Moore SELS2 - Marked up for Engineer - Grating3 - punched_alum_fastener4 - Moore SELS - Pre-Bid Meeting Sign In Sheet