GRANT COUNTY PORT DISTRICT NO. 1 GRANT COUNTY

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1 GRNT COUNTY PORT DISTRICT NO. GRNT COUNTY WSHINGTON PORT COMMISSIONERS Curt. Morris President rian. Kuest Secretary Patric F. Connelly Vice President 80 IRON HORSE COURT YKIM, WSHINGTON 9890 (509) UG 207 G&O #7004

2 SURFCE FETURES/LNDSCPING GS/POWER/TELEPHONE SYMOLS LINETYPES REVITIONS SURVEY SYMOLS GRNT COUNTY PORT DISTRICT NO. POWER/TELEPHONE SYMOLS VICINITY MP PROJECT LOCTION DESCRIPTION Port of Quincy Office 0 F Street SW Quincy, W (509) LOCTION MP REVITIONS, SYMOLS, SHEET INDEX, GENERL NOTES, VICINITY & LOCTION MPS SHEET INDEX SHEET NO. GRNT COUNTY PORT DIST. NO. GENERL NOTES

3 EVERLY URKE RD NW RIGHT-OF-WY DISCLIMER GRNT COUNTY PORT DIST. NO. SURVEY CONTROL MP, SURVEY CONTROL, PVEMENT DT, & CENTERLINE LIGNMENT TLES RD SR 28 2

4 EVERLY URKE RD NW CONSTRUCTION NOTES GRNT COUNTY PORT DIST. NO. PLN - ST 0+00 TO ST +50 RD FOR CONTINUTION - SEE SHEET 4 RIGHT-OF-WY DISCLIMER

5 FOR CONTINUTION - SEE SHEET RD MTCHLINE - SEE SHEET 5 CONSTRUCTION NOTES EVERLY URKE RD NW FOR CONTINUTION - SEE SHEET RIGHT-OF-WY DISCLIMER GRNT COUNTY PORT DIST. NO. PLN & PROFILE - ST 0+00 TO ST

6 MTCHLINE - SEE SHEET 4 RD MTCHLINE - SEE SHEET 6 CONSTRUCTION NOTES RIGHT-OF-WY DISCLIMER GRNT COUNTY PORT DIST. NO. PLN & PROFILE - ST 4+00 TO ST

7 MTCHLINE - SEE SHEET 5 CONSTRUCTION NOTES RD MTCHLINE - SEE SHEET RIGHT-OF-WY DISCLIMER GRNT COUNTY PORT DIST. NO. PLN & PROFILE - ST 7+40 TO ST

8 FOR CONTINUTION - SEE SHEET 8 CONSTRUCTION NOTES MTCHLINE - SEE SHEET 6 RD RIGHT-OF-WY DISCLIMER GRNT COUNTY PORT DIST. NO. PLN & PROFILE - ST 2+00 TO ST

9 GRNT COUNTY PORT DIST. NO. CONSTRUCTION NOTES RIGHT-OF-WY DISCLIMER MTCHLINE - SEE SHEET 6 RD PLN - CUL-DE-SC DRIVEWYS 8

10 TYPICL SECTION - ROD GRNT COUNTY PORT DIST. NO. TYPICL SECTION 9

11 ELECTRICL PLN - ST 0+00 TO ST 7+80 GRNT COUNTY PORT DIST. NO. RD MTCHLINE - SEE ELOW LEFT ELECTRICL NOTES MTCHLINE - SEE OVE RIGHT MTCHLINE - SEE SHEET EVERLY URKE RD NW RD 0

12 GRNT COUNTY PORT DIST. NO. MTCHLINE - SEE SHEET 0 RD MTCHLINE - SEE ELOW LEFT ELECTRICL NOTES MTCHLINE - SEE OVE RIGHT RD ELECTRICL PLN - ST 7+80 TO ST 25+00

SIGN UTT-JOINT DETIL HM PVEMENT DRIVEWY DETIL CRUSHED SURFCING SHOULDER DETIL RODSIDE SIGN SIGN LOCTION DETIL SIGN SUPPORT SIGN INSTLLTION DETIL CMP CSING PIPE DETIL

13 SIGN UTT-JOINT DETIL HM PVEMENT DRIVEWY DETIL CRUSHED SURFCING SHOULDER DETIL RODSIDE SIGN SIGN LOCTION DETIL SIGN SUPPORT SIGN INSTLLTION DETIL CMP CSING PIPE DETIL TRENCH FOR UTILITY CONDUIT PLN VIEW M O N SECTION COVER HM DRIVEWY ENTRNCE GRNT COUNTY PORT DIST. NO. MISCELLNEOUS DETILS PVEMENT MRKINGS DETIL SECTION MONUMENT CSE ND COVER 2

14 DRWN Y: LIS CYFORD TOP OF SOIL SURFCE OR FINISHED GRDE TPER DIVIDER ENDS TO MTCH INSIDE TPER OF OX 24" MINIMUM ELOW THE FINISHED GRDE 5/6" (IN) " (IN) S. S. COUPLING NUT LID SUPPORT (SEE NOTE ) GROUND STUD (SEE NOTE 4) COUPLING NUT FOR LTERNTIVE 2 ~ SEE SHEET 2 LID LIFTING NOTCH ~ /4" (IN) /4" (IN) HEDED NCHOR SHER STUD ~ /8" (IN) " (IN) 0 COUNT STUDS EVENLY SPCED ROUND FRME (PLCE TO SIDE OF LID OLT DOWN SUPPORT - NGLE WHEN USING LOCK- ING DETIL LTERNTIVE 2) (SEE NOTE ) /8" (IN) DIM. HOLE WITH /2 - /2 STINLESS STEEL PENT HED OLT OLT PLTE ~ SEE DETIL " MX. /2" MX. 4 PVC CONDUIT /6 /6 /4 /4 OX INTERIOR LENGTH - /6" ELEVTION VIEW (FOR TYPE 2 JUNCTION OX ONLY) 5" LT 5/6" (IN) /2" (IN) S. S. SET SCREW C E LOCKING LID STNDRD DUTY JUNCTION OX /6 " 2 (SEE NOTE 6) /2 LID HOOK SEE NOTE 7 /4" GP FOR HOOK RELESE (CONDUITS NOT SHOWN) GROUNDING STUD (SEE NOTE 4) COVER PLTE LID HOOK CRUSHED SURFCING (SE COURSE OR TOP COURSE) ~ PER STNDRD SPECIFICTION 9-0.9() 4 GRS CONDUIT /2" /6" SEE NOTE 4 /4 0 GGE GLVNIZED STEEL SIDE VIEW 4" " " MX. /6" 2" F /6" ' - 0" 6" D 0" MRK DIMOND PTTERN (SEE NOTE 2) COVER LIP PLTE TOP OF PVED SURFCE TOP OF SE COURSE 24" MINIMUM ELOW THE TOP OF SE COURSE JUNCTION OX DIMENSION TLE C INSIDE LENGTH OF JUNCTION OX D INSIDE WIDTH OF JUNCTION OX E LID LENGTH F LID WIDTH 2 4 ITEM CPCITY ~ CONDUIT DIMETER WELDED WIRE FRIC HEDED NCHOR SHER STUD (SEE NOTE ) WELDED WIRE HOOP (SEE NOTE 0) COVER LIP PLTE LID SUPPORT PERSPECTIVE VIEW /8 Equipment Grounding Conductor Copper Solderless Crimp Connector Equipment onding Jumper (See Note 6) See Contract for conduit size and number COVER MRKING DETIL ~ " /2" COVER LIP PLTE ~ " /4" CLER LL ROUND ' - 0" 6" ll box dimensions are approximate. Exact configurations vary among manufacturers. OX TYPE 2. Minimum lid thickness shown. Junction oxes installed in sidewalks, walkways, and shared-use paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with TYPE TYPE 2 the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path. 22" " The non-slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. 7" 22 /2" The permanent marking shall be /8" (in) line thickness formed with a mild steel weld bead and 8" ~ 9" 28" ~ 29" shall be placed prior to hot-dip galvanizing. " ~ 4" 7" ~ 8". Lid support members shall be /6" (in) minimum thick steel C, L, or T shape, welded to the frame. 7 5/8" 28 5/8" 2 5/8" 8 /8" 6" 2" /2" WWF WIRE TIED TO HEDED NCHOR SHER STUD 2" olts and nuts shall be liberally coated with anti-seize compound. 6. Equipment onding Jumper shall be # 8 WG min. 4' (ft) of tinned braided copper. 9. When required in Contract, provide a 2" (in) deep extension for each Type 2 Junction ox where specified. 0. See the Standard Specifications for alternative reinforcement and class of concrete.. Headed nchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed nchor Shear Studs to the horizontal Welded Wire Fabric. 2. Lid olt Down ttachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. ttachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.. Unless otherwise noted in the plans or approved by the Engineer, Junction oxes, Cable Vaults, and Pull oxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved shoulders. ll Junction oxes, Cable Vaults, and Pull oxes placed within the traveled way or paved shoulders shall be Heavy-Duty. 4. Distance between the top of the conduit and the bottom of the Junction ox lid shall be 6" (in) min. to 8" (in) max. for final grade of new construction only. See Standard Specification 8-20.(5). Where adjustments are to be made to existing Junction oxes, or for interim construction stages during the contract, the limits shall be from 6" (in) min. to 0" (in) max. See Standard Specification 8-20.(6). /2 /6" " /4-20 NC /4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. The System Identification letters shall be /8" (in) line thickness formed with a mild steel weld bead. See Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, see Standard Specification (4). When required in the Contract, provide a 0" (in) x 27 /2" (in), 0 gage divider plate, complete, with fasteners, in each Type 2 Junction ox where specified. GROUND STUD (SEE NOTE 4) COUPLING NUT FOR LTERNTIVE 2 ~ SEE DETIL "E" LTERNTIVE 2 LID SUPPORT ~ L SHPE SHOWN (SEE NOTE ) /8" (IN) " (IN) HEDED NCHOR SHER STUD WELDED WIRE FRIC (WWF) 4 4-W2.9 W2.9 (6 GGE) (SEE NOTE 0) WELDED WIRE HOOP W2.9 (6 GGE) (SEE NOTE 0) LOCKING LID STNDRD DUTY JUNCTION OX TYPES & 2 STNDRD PLN J TYPICL ILLUMINTION SYSTEM TRENCH SECTION SEE NOTE 7 (CONDUITS NOT SHOWN) DETIL DETIL GRNT COUNTY PORT DIST. NO. ELECTRICL DETILS TYPICL LUMINIRE FOUNDTION DETIL

15 DRWN Y: LIS CYFORD TOP OF SOIL SURFCE OR FINISHED GRDE TPER DIVIDER ENDS TO MTCH INSIDE TPER OF OX 24" MINIMUM ELOW THE FINISHED GRDE 5/6" (IN) " (IN) S. S. COUPLING NUT LID SUPPORT (SEE NOTE ) GROUND STUD (SEE NOTE 4) COUPLING NUT FOR LTERNTIVE 2 ~ SEE SHEET 2 LID LIFTING NOTCH ~ /4" (IN) /4" (IN) HEDED NCHOR SHER STUD ~ /8" (IN) " (IN) 0 COUNT STUDS EVENLY SPCED ROUND FRME (PLCE TO SIDE OF LID OLT DOWN SUPPORT - NGLE WHEN USING LOCK- ING DETIL LTERNTIVE 2) (SEE NOTE ) /8" (IN) DIM. HOLE WITH /2 - /2 STINLESS STEEL PENT HED OLT OLT PLTE ~ SEE DETIL " MX. /2" MX. 4 PVC CONDUIT /6 /6 /4 /4 OX INTERIOR LENGTH - /6" ELEVTION VIEW (FOR TYPE 2 JUNCTION OX ONLY) 5" LT 5/6" (IN) /2" (IN) S. S. SET SCREW C E LOCKING LID STNDRD DUTY JUNCTION OX /6 " /2 LID HOOK SEE NOTE 7 /4" GP FOR HOOK RELESE (CONDUITS NOT SHOWN) GROUNDING STUD (SEE NOTE 4) COVER PLTE LID HOOK 2 (SEE NOTE 6) 4 GRS CONDUIT CRUSHED SURFCING (SE COURSE OR TOP COURSE) ~ PER STNDRD SPECIFICTION 9-0.9() /2" /6" SEE NOTE 4 4" " " MX. /4 0 GGE GLVNIZED STEEL /6" 2" F /6" ' - 0" 6" SIDE VIEW D 0" MRK C D E F DIMOND PTTERN (SEE NOTE 2) COVER LIP PLTE TOP OF PVED SURFCE TOP OF SE COURSE 24" MINIMUM ELOW THE TOP OF SE COURSE 2 4 JUNCTION OX DIMENSION TLE ITEM INSIDE LENGTH OF JUNCTION OX INSIDE WIDTH OF JUNCTION OX LID LENGTH LID WIDTH CPCITY ~ CONDUIT DIMETER WELDED WIRE FRIC HEDED NCHOR SHER STUD (SEE NOTE ) WELDED WIRE HOOP (SEE NOTE 0) COVER LIP PLTE LID SUPPORT PERSPECTIVE VIEW /8 Equipment Grounding Conductor Copper Solderless Crimp Connector Equipment onding Jumper (See Note 6) See Contract for conduit size and number COVER MRKING DETIL ~ " /2" ~ ' - 0" 6" OX TYPE TYPE COVER LIP PLTE " /4" CLER LL ROUND TYPE 2 22" " 7" 22 /2" 8" ~ 9" 28" ~ 29" " ~ 4" 7" ~ 8" 7 5/8" 28 5/8" 2 5/8" 8 /8" 6" 2" /2" WWF WIRE TIED TO HEDED NCHOR SHER STUD 2" See the Standard Specifications for alternative reinforcement and class of concrete /2 /6" " ll box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction oxes installed in sidewalks, walkways, and shared-use paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path. The non-slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be /8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot-dip galvanizing.. Lid support members shall be /6" (in) minimum thick steel C, L, or T shape, welded to the frame. /4-20 NC /4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. olts and nuts shall be liberally coated with anti-seize compound. Equipment onding Jumper shall be # 8 WG min. 4' (ft) of tinned braided copper. The System Identification letters shall be /8" (in) line thickness formed with a mild steel weld bead. See Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, see Standard Specification (4). When required in the Contract, provide a 0" (in) x 27 /2" (in), 0 gage divider plate, complete, with fasteners, in each Type 2 Junction ox where specified. When required in Contract, provide a 2" (in) deep extension for each Type 2 Junction ox where specified. Headed nchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed nchor Shear Studs to the horizontal Welded Wire Fabric. Lid olt Down ttachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. ttachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. Unless otherwise noted in the plans or approved by the Engineer, Junction oxes, Cable Vaults, and Pull oxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved shoulders. ll Junction oxes, Cable Vaults, and Pull oxes placed within the traveled way or paved shoulders shall be Heavy-Duty. Distance between the top of the conduit and the bottom of the Junction ox lid shall be 6" (in) min. to 8" (in) max. for final grade of new construction only. See Standard Specification 8-20.(5). Where adjustments are to be made to existing Junction oxes, or for interim construction stages during the contract, the limits shall be from 6" (in) min. to 0" (in) max. See Standard Specification 8-20.(6). GROUND STUD (SEE NOTE 4) COUPLING NUT FOR LTERNTIVE 2 ~ SEE DETIL "E" LTERNTIVE 2 LID SUPPORT ~ L SHPE SHOWN (SEE NOTE ) /8" (IN) " (IN) HEDED NCHOR SHER STUD WELDED WIRE FRIC (WWF) 4 4-W2.9 W2.9 (6 GGE) (SEE NOTE 0) WELDED WIRE HOOP W2.9 (6 GGE) (SEE NOTE 0) LOCKING LID STNDRD DUTY JUNCTION OX TYPES & 2 STNDRD PLN J TYPICL ILLUMINTION SYSTEM TRENCH SECTION SEE NOTE 7 (CONDUITS NOT SHOWN) DETIL DETIL GRNT COUNTY PORT DIST. NO. ELECTRICL DETILS TYPICL LUMINIRE FOUNDTION DETIL

16 DRWN Y: LIS CYFORD TOP OF SOIL SURFCE OR FINISHED GRDE TPER DIVIDER ENDS TO MTCH INSIDE TPER OF OX 24" MINIMUM ELOW THE FINISHED GRDE 5/6" (IN) " (IN) S. S. COUPLING NUT LID SUPPORT (SEE NOTE ) GROUND STUD (SEE NOTE 4) COUPLING NUT FOR LTERNTIVE 2 ~ SEE SHEET 2 LID LIFTING NOTCH ~ /4" (IN) /4" (IN) HEDED NCHOR SHER STUD ~ /8" (IN) " (IN) 0 COUNT STUDS EVENLY SPCED ROUND FRME (PLCE TO SIDE OF LID OLT DOWN SUPPORT - NGLE WHEN USING LOCK- ING DETIL LTERNTIVE 2) (SEE NOTE ) /8" (IN) DIM. HOLE WITH /2 - /2 STINLESS STEEL PENT HED OLT OLT PLTE ~ SEE DETIL " MX. /2" MX. 4 PVC CONDUIT /6 /6 /4 /4 OX INTERIOR LENGTH - /6" ELEVTION VIEW (FOR TYPE 2 JUNCTION OX ONLY) 5" LT 5/6" (IN) /2" (IN) S. S. SET SCREW C E LOCKING LID STNDRD DUTY JUNCTION OX /6 " /2 LID HOOK SEE NOTE 7 /4" GP FOR HOOK RELESE (CONDUITS NOT SHOWN) GROUNDING STUD (SEE NOTE 4) COVER PLTE LID HOOK 2 (SEE NOTE 6) 4 GRS CONDUIT CRUSHED SURFCING (SE COURSE OR TOP COURSE) ~ PER STNDRD SPECIFICTION 9-0.9() /2" /6" SEE NOTE 4 4" " " MX. /4 0 GGE GLVNIZED STEEL /6" 2" F /6" ' - 0" 6" SIDE VIEW D 0" MRK C D E F DIMOND PTTERN (SEE NOTE 2) COVER LIP PLTE TOP OF PVED SURFCE TOP OF SE COURSE 24" MINIMUM ELOW THE TOP OF SE COURSE 2 4 JUNCTION OX DIMENSION TLE ITEM INSIDE LENGTH OF JUNCTION OX INSIDE WIDTH OF JUNCTION OX LID LENGTH LID WIDTH CPCITY ~ CONDUIT DIMETER WELDED WIRE FRIC HEDED NCHOR SHER STUD (SEE NOTE ) WELDED WIRE HOOP (SEE NOTE 0) COVER LIP PLTE LID SUPPORT PERSPECTIVE VIEW /8 Equipment Grounding Conductor Copper Solderless Crimp Connector Equipment onding Jumper (See Note 6) See Contract for conduit size and number COVER MRKING DETIL ~ " /2" ~ ' - 0" 6" OX TYPE TYPE COVER LIP PLTE " /4" CLER LL ROUND TYPE 2 22" " 7" 22 /2" 8" ~ 9" 28" ~ 29" " ~ 4" 7" ~ 8" 7 5/8" 28 5/8" 2 5/8" 8 /8" 6" 2" /2" WWF WIRE TIED TO HEDED NCHOR SHER STUD 2" See the Standard Specifications for alternative reinforcement and class of concrete /2 /6" " ll box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction oxes installed in sidewalks, walkways, and shared-use paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path. The non-slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be /8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot-dip galvanizing.. Lid support members shall be /6" (in) minimum thick steel C, L, or T shape, welded to the frame. /4-20 NC /4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. olts and nuts shall be liberally coated with anti-seize compound. Equipment onding Jumper shall be # 8 WG min. 4' (ft) of tinned braided copper. The System Identification letters shall be /8" (in) line thickness formed with a mild steel weld bead. See Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, see Standard Specification (4). When required in the Contract, provide a 0" (in) x 27 /2" (in), 0 gage divider plate, complete, with fasteners, in each Type 2 Junction ox where specified. When required in Contract, provide a 2" (in) deep extension for each Type 2 Junction ox where specified. Headed nchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed nchor Shear Studs to the horizontal Welded Wire Fabric. Lid olt Down ttachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. ttachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. Unless otherwise noted in the plans or approved by the Engineer, Junction oxes, Cable Vaults, and Pull oxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved shoulders. ll Junction oxes, Cable Vaults, and Pull oxes placed within the traveled way or paved shoulders shall be Heavy-Duty. Distance between the top of the conduit and the bottom of the Junction ox lid shall be 6" (in) min. to 8" (in) max. for final grade of new construction only. See Standard Specification 8-20.(5). Where adjustments are to be made to existing Junction oxes, or for interim construction stages during the contract, the limits shall be from 6" (in) min. to 0" (in) max. See Standard Specification 8-20.(6). GROUND STUD (SEE NOTE 4) COUPLING NUT FOR LTERNTIVE 2 ~ SEE DETIL "E" LTERNTIVE 2 LID SUPPORT ~ L SHPE SHOWN (SEE NOTE ) /8" (IN) " (IN) HEDED NCHOR SHER STUD WELDED WIRE FRIC (WWF) 4 4-W2.9 W2.9 (6 GGE) (SEE NOTE 0) WELDED WIRE HOOP W2.9 (6 GGE) (SEE NOTE 0) LOCKING LID STNDRD DUTY JUNCTION OX TYPES & 2 STNDRD PLN J TYPICL ILLUMINTION SYSTEM TRENCH SECTION SEE NOTE 7 (CONDUITS NOT SHOWN) DETIL DETIL GRNT COUNTY PORT DIST. NO. ELECTRICL DETILS TYPICL LUMINIRE FOUNDTION DETIL

1. LOCATION AND VERTICAL SPACING OF BOLTED FIXED END SHIMS AS REQUIRED

1. LOCATION AND VERTICAL SPACING OF BOLTED FIXED END SHIMS AS REQUIRED REINFORCING IN EXISTING PNEL (TYP.). LOCTION ND VERTICL SPCING OF BOLTED FIXED END CONNECTIONS SHLL MTCH S FR S POSSIBLE WITH EXISTING CONNECTION ON THE DJCENT PNELS. EXISTING PLTE PLTE WITH /6" DI. HOLE