HomeMy WebLinkAbout03-14-2025 - Addendum No. 1 - RNT ApronsCAG-25-013 Addendum No. 1 1 ADDENDUM NO: 1 CITY PROJECT NO: CAG-25-013 ISSUE DATE: MARCH 14, 2025 INVITATION TO BID TITLE: Windsock & 243 Bldg. GA Apron & Parking Lot Rehabilitation NOTE: FAILURE TO ACKNOWLEDGE RECEIPT OF THIS ADDENDUM ON THE BID FORM DOES NOT AFFECT THE BIDDER’S OBLIGATION FOR COMPLIANCE. The bid opening date and time has not been revised, and remains Thursday, March 20, 2025, at 1:00 pm. VOLUME I SECTION III – PROJECT PROPOSAL Item No. 1 REPLACE Schedule of Prices, pages 1 through 4, with included Schedule of Prices pages 1 through 4. SECTION V – CONTRACT SPECIFICATIONS SPECIAL PROVISIONS Item No. 2 REPLACE Special Provisions Page 28 with the included Special Provisions Page 28. VOLUME II – PLANS Item No. 3 REPLACE plan sheets C1, C14, and C19 with the included plan sheets C1, C14, and C19. Item No. 4 ADD new plan sheets C19.1 and C23 to the plan set as included in this addendum. All other terms and conditions remain unchanged . Total number of pages contained within this Addendum: 11 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE A1 Mobilization C-105 LS 1 A2 Construction Surveying GP-50-07 LS 1 A3 FOD Prevention Controls A-101 LS 1 A4 CSPP Compliance and SPCD G-100 LS 1 A5 Temporary Erosion and Sediment Control C-102 LS 1 A6 Asphalt Pavement Removal P-101 SY 7,412 A7 Tiedown Anchor Removal P-101 EA 23 A8 Remove Existing Markings P-101 LF 197 A9 Unclassified Excavation P-152 CY 3,213 A10 Subbase Course P-154 TON 3,199 A11 Crushed Aggregate Base Course P-209 TON 2,400 A12 Asphalt Mixture Surface Course P-403 TON 1,780 A13 Emulsified Asphalt Tack Coat P-603 GAL 545 A14 Initial Paint Markings - Yellow P-620 SF 789 NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. SCHEDULE A: WINDSOCK GENERAL AVIATION APRON SCHEDULE OF PRICES Windsock & 243 Bldg. GA Apron & Parking Lot Rehabilitation ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation CAG-25-013 Page 1 of 4 Addendum No. 1 Schedule of Prices 2025 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE A15 Final Paint Markings - Yellow P-620 SF 789 A16 Aircraft Tiedown Anchor - per set (3)P-650 EA 22 A17 Adjust Manhole or Catch Basin D-751 EA 2 SUBTOTAL SCHEDULE A = Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation CAG-25-013 Page 2 of 4 Addendum No. 1 Schedule of Prices 2025 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE B1 Mobilization C-105 LS 1 B2 Construction Surveying GP-50-07 LS 1 B3 FOD Prevention Controls A-101 LS 1 B4 CSPP Compliance and SPCD G-100 LS 1 B5 Temporary Erosion and Sediment Control C-102 LS 1 B6 Asphalt Pavement Removal P-101 SY 3,916 B7 Concrete Pavement Removal P-101 SY 1,375 B8 Extruded Curb Removal P-101 LF 429 B9 Tiedown Anchor Removal P-101 EA 6 B10 Clearing and Grubbing P-151 ACRE 0.13 B11 Unclassified Excavation P-152 CY 2,332 B12 Subbase Course P-154 TON 2,407 B13 Crushed Aggregate Base Course P-209 TON 1,805 B14 Asphalt Mixture Surface Course P-403 TON 1,340 B15 Emulsified Asphalt Tack Coat P-603 GAL 362 B16 Cement Concrete Curb and Gutter P-610 LF 632 SCHEDULE B: 243 BUILDING APRON & PARKING LOT Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation CAG-25-013 Page 3 of 4 Addendum No. 1 Schedule of Prices 2025 ITEM NO.ITEM DESCRIPTION SPEC. SECTION UNIT QUANTITY UNIT PRICE TOTAL PRICE B17 Precast Concrete Wheel Stop -EA 31 B18 Initial Paint Markings - White P-620 SF 368 B19 Final Paint Markings - White P-620 SF 368 B20 Initial Paint Markings - Yellow P-620 SF 204 B21 Final Paint Markings - Yellow P-620 SF 204 B22 Aircraft Tiedown Anchor - per set (3)P-650 EA 6 B23 Remove & Salvage Chain-Link Fence and Gate F-162 LS 1 B24 Reinstall Salvaged Chain-Link Fence and Gate F-162 LS 1 B25 Black Vinyl Chain-Link Fence F-162 LF 40 B26 Adjust Manhole or Catch Basin D-751 EA 1 B27 Mulching T-908 SY 222 B28 Remove Abandoned Sanitary Sewer Force Main & Cap -LS 1 B29 Type 2 Junction Box -EA 2 B30 25-TA Electrical Vault -EA 1 B31 3" Schedule 40 PVC Conduit -LF 190 SUBTOTAL SCHEDULE B = SUBTOTAL SCHEDULE A + SCHEDULE B WA STATE SALES TAX (10.3%) = Printed Name of Bidder's Authorized Representative Signature of Bidder's Authorized Representative TOTAL BID AMOUNT (SCHEDULE A + SCHEDULE B) = Windsock 243 Bldg. GA Apron Parking Lot Rehabilitation CAG-25-013 Page 4 of 4 Addendum No. 1 Schedule of Prices 2025 Windsock & 243 Bldg. GA Apron & Parking Lot Rehabilitation Project Special Provisions CAG-25-013 Page | 28 2025 with Section 1-04.5. By failing to follow the procedures of Section 1-04.5, the Contractor shall be1 deemed as having accepted the statement as correct. If the Contractor is approved to work 102 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-103 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be4 charged as a working day whether or not the Contractor works on that day.5 6 Revise the sixth paragraph to read:7 8 The Engineer will give the Contractor written notice of the completion date of the contract after all9 the Contractor’s obligations under the contract have been performed by the Contractor. The10 following events must occur before the Completion Date can be established:11 1. The physical work on the project must be complete; and12 2. The Contractor must furnish all documentation required by the contract and required by law, to13 allow the Contracting Agency to process final acceptance of the contract. The following14 documents must be received by the Project Engineer prior to establishing a completion date:15 a. Certified Payrolls (per Section 1-07.9(5)).16 b. Material Acceptance Certification Documents17 c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract18 Provisions.19 d. Final Contract Voucher Certification20 e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all21 subcontractors22 f. A copy of the Notice of Termination sent to the Washington State Department of Ecology23 (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of24 Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This25 requirement will not apply if the Construction Stormwater General Permit is transferred26 back to the Contracting Agency in accordance with Section 8-01.3(16).27 g.Property owner releases per Section 1-07.2428 29 1-08.9 Liquidated Damages30 (March 3, 2021 APWA GSP, Option A)31 32 Replace Section 1-08.9 with the following:33 34 Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic,35 interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax36 payers undue sums of money, adding time needed for administration, engineering, inspection, and37 supervision.38 39 Accordingly, the Contractor agrees:40 41 1.To pay liquidated damages in the amount of $1,000 for each working day beyond the42 number of working days established for Physical Completion, and43 44 2.To authorize the Engineer to deduct these liquidated damages from any money due or45 coming due to the Contractor.46 47 When the Contract Work has progressed to Substantial Completion as defined in the Contract, the48 Engineer may determine the Contract Work is Substantially Complete. The Engineer will notify the49 Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring50 Addendum No. 1 RE N T O N M U N I C I P A L A I R P O R T ( R N T ) - R E N T O N , W A WW W . D O W L . C O M WI N D S O C K & 2 4 3 B L D G . G A A P R O N & P A R K I N G L O T R E H A B I L I T A T I O N 23 C2 5 0 0 0 6 8 7 LU A 2 4 - 0 0 0 2 9 9 PR 2 4 - 0 0 0 0 6 3 CITY OF RENTON RENTON MUNICIPAL AIRPORT (RNT) WINDSOCK & 243 BLDG. GA APRON & PARKING LOT REHABILITATION CAG-25-013 FEBRUARY 2025 SHEET INDEX SHEET NO.SHEET NAME PROJECT LOCATION VICINITY MAP PROJECT SITE 243 BLDG APRON & PARKING LOT WIND SOCK GA APRON C1 CO V E R S H E E T ABBREVIATIONSLEGEND J- B O X 62' TLOFA AI R P O R T W A Y 243 BLDG DRIVE LA N E EXISTING HANGAR TW Y A 7 TAXIWA Y A W. PERIMETER ROAD PR O P E R T Y L I N E W. P E R I M E T E R R O A D RELOCATE EXISTING VEHICLE GATE V7, FENCE AND ALL ASSOCIATED EQUIPMENT, SEE SITE PREPARATION KEY NOTE 7 AND SHEET C19. PEDESTRIAN GATE P10 TAXIWAY A CL TAXIWAY A EDGE NON-MOVEMENT LINE CAP EXISTING ABANDONED SEWER FORCE MAIN AT EDGE OF WORK AREA REMOVE EXISTING VEHICLE GATE LOOPS. RE N T O N M U N I C I P A L A I R P O R T ( R N T ) - R E N T O N , W A WW W . D O W L . C O M WI N D S O C K & 2 4 3 B L D G . G A A P R O N & P A R K I N G L O T R E H A B I L I T A T I O N 23 C2 5 0 0 0 6 8 7 LU A 2 4 - 0 0 0 2 9 9 PR 2 4 - 0 0 0 0 6 3 C14 SI T E P R E P A R A T I O N & T E S C P L A N LEGEND: PROPERTY LINE STORM DRAIN INLET PROTECTION SILT FENCE TRIANGULAR SILT DIKE TAXIWAY OBJECT FREE AREA EXISTING WATER EXISTING STORM DRAIN EXISTING ELECTRICAL EXISTING TELECOMMUNICATIONS EXISTING GAS EXISTING PAVEMENT EDGE EXISTING FENCE PROPOSED SAWCUT REMOVE EXISTING EXTRUDED CURB REMOVE SANITARY SEWER FORCE MAIN CLEARING AND GRUBBING AND EXCAVATION AS NEEDED ASPHALT REMOVAL CONCRETE REMOVAL FLOODWAY 1.EROSION CONTROL METHODS MUST BE IN PLACE PRIOR TO COMMENCEMENT OF SITE PREPARATION AND REMOVALS. 2.ASPHALT PAVEMENT TO BE HAULED OFFSITE AND SAFELY DISPOSED OF. 3.PROTECT ALL EXISTING UTILITY LINES IN PLACE. EROSION CONTROL KEY NOTES: EROSION CONTROL GENERAL NOTES: SITE PREPARATION KEY NOTES: 1.DEMOLISH AND DISPOSE OF EXISTING ASPHALT PAVEMENT. 2.CLEAR AND GRUB AND EXCAVATE TO FINISHED GRADE, AS NEEDED. 3.PROTECT EXISTING UTILITY STRUCTURES IN PLACE. ADJUST RIM TO FINISHED GRADE. 4.PROTECT EXISTING FENCE IN PLACE 5.REMOVE EXISTING EXTRUDED CURB 6.SAWCUT EXISTING PAVEMENT 7.PROTECT EXISTING CATCH BASIN IN PLACE. SEE PLAN FOR PROPOSED RIM ADJUSTMENTS. 8.PROTECT EXISTING AV FUEL SIGN IN PLACE. 9.REMOVE AND SALVAGE GATE V7 AND ALL ASSOCIATED EQUIPMENT FOR REUSE, INCLUDING BUT NOT LINMITED TO GATE, OPERATOR, POWER CONTROL RACK AND CABINET, ACCESS CONTROL ANTENNAS, STROBE SENSOR, GATE CATCH STANCHION, SIGNS ON ADJACENT FENCE, CARD READER PEDESTAL AND CARD READERS. 10.REMOVE EXISTING SANITARY SEWER FORCE MAIN. OBTAIN COR ELECTRICAL PERMIT AS REQUIRED. CAP MAIN AT END OF WORK AREA. 11.REMOVE EXISTING UTILITY STRUCTURE, INCLUDING FRAME, GRATE, AND BASE. Know what's below. before you dig.Call R 1.CALL 811 TO LOCATE UNDERGROUND UTILITIES AT LEAST TWO FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION. 2.IN ADDITION TO 811, CALL THE FOLLOWING UTILITIES TO REQUEST A CONSULTATION PRIOR TO PERFORMING ANY CONSTRUCTION OR EXCAVATION ACTIVITIES: A.WILLIAMS NORTHWEST PIPELINE: 425-868-1010 B.OLYMPIC PIPELINE: 425-235-7736 C.PUGET SOUND ENERGY: 425-375-3397 3.ADDITIONAL PRIVATE UTILITY LOCATES MAY BE REQUIRED WITHIN THE AIRPORT BOUNDARY. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PRIVATE UTILITY LOCATES. UTILITY LOCATE GENERAL NOTES: 1.INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. 2.INSTALL SILT FENCE PER COR STD PLAN 214.00. 3.INSTALL TRIANGULAR SILT DIKE PER DETAIL ON SHEET C15. J- B O X J-B O X AI R P O R T W A Y 243 BLDG DRIVE LA N E EXISTING HANGAR TW Y A 7 TAXIWA Y A W. PERIMETER ROAD PR O P E R T Y L I N E W. P E R I M E T E R R O A D TIEDOWN N=180286.16 E=1298517.67 TIEDOWN N=180282.18 E=1298471.85 TIEDOWN N=180278.19 E=1298426.02 TIEDOWN N=180274.21 E=1298380.19 START 6" YELLOW N=180320.24 E=1298349.72 N85°01'48"E 176.77' START 4" WHITE EDGE LINE N=180159.13 E=1298651.03 START 4" WHITE EDGE LINE N=180126.90 E=1298655.14 END 4" WHITE EDGE LINE N=180379.50 E=1298535.00 END 4" WHITE EDGE LINE N=180375.26 E=1298514.85 15.00' TYP 25.00' TYP END 4" DASHED WHITE ℄ N=180371.67 E=1298526.24 START 4" DASHED WHITE CL N=180175.23 E=1298623.52 GRADE BREAK N=180297.16 E=1298540.26 62' 14.25' 20.00 ' TYP 46.00' TYP 10.00 ' TYP END 6" YELLOW N=180335.55 E=1298525.82 TIEDOWN N=180220.35 E=1298513.54 TIEDOWN N=180217.55 E=1298559.45 RE N T O N M U N I C I P A L A I R P O R T ( R N T ) - R E N T O N , W A WW W . D O W L . C O M WI N D S O C K & 2 4 3 B L D G . G A A P R O N & P A R K I N G L O T R E H A B I L I T A T I O N 23 C2 5 0 0 0 6 8 7 LU A 2 4 - 0 0 0 2 9 9 PR 2 4 - 0 0 0 0 6 3 C19 SI T E A N D S T R I P I N G P L A N - B U I L D N G 2 4 3 AP R O N & P A R K I N G L O T R12.00' R9.00' R1.25' R10.00' R4.00' R3.50' R84.75' R20.00' R2.00' R301.10' R1.00' R36.00' R1.00' R1.00' R2.50' PEDESTRIAN GATE P10 EXISTING MANUAL GATE TO REMAIN SITE PLAN AND MARKING KEYNOTES: 1.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2 AND 3 ON SHEET C21. SEE DETAIL 2 ON SHEET C22 FOR TIEDOWN MARKING (TYP). 2.PAINT NON-MOVEMENT AREA MARKING PER DETAIL 1 ON SHEET C22. 3.PAINT 6" YELLOW TAXILANE CENTERLINE MARKING WITH GLASS BEADS. 4.PAINT 4" WHITE MARKING (TYP). 5.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. 6.CONSTRUCT LANDSCAPE PLANTER CURB CUT. SEE DETAIL 4 ON SHEET C21. 7.CONSTRUCT STANDARD 45° PARKING STALL. SEE DETAIL 3 ON SHEET C22 8.CONSTRUCT STANDARD PARKING STALL. SEE DETAIL 4 ON SHEET C22 . 9.CONSTRUCT ACCESSIBLE 45° PARKING STALL. SEE DETAIL 5 ON SHEET C22. 10.PLACE TOPSOIL AND MULCH LANDSCAPED AREAS. TOPSOIL AND MULCHING AREAS COMPLY WITH CITY OF RENTON MUNICIPAL CODE SECTION 4-4-070, LANDSCAPING AREA REQUIREMENTS. 11.PROTECT EXISTING AV FUEL SIGN IN PLACE. 12.INSTALL NEW TYPE 2 JUNCTION BOX FOR FUTURE FIBER CONNECTION (GATES PROJECT) 13.INSTALL 3" SCHEDULE 40 PVC CONDUIT WITH PULL CABLE FOR FUTURE FIBER CONNECTION (GATES PROJECT) 14.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2, AND 3 ON SHEET C21. USE TIEDOWN REFERENCE POINT PER DETAIL 2 ON SHEET C22 TO LOCATE ANCHORS BUT DO NOT APPLY TIEDOWN MARKINGS. 15.INSTALL NEW 25-TA ELECTRICAL VAULT AND STUB UP NEW EMPTY CONDUITS. 16.INSTALL SALVAGED GATE V7 AND ALL ASSOCIATED EQUIPMENT, INCLUDING GATE, OPERATOR ON NEW CONCRETE FOUNDATION, POWER CONTROL RACK AND CABINET, ACCESS CONTROL ANTENNAS, STROBE SENSOR, GATE CATCH STANCHION, SIGNS ON ADJACENT FENCE, CARD READER PEDESTAL AND CARD READERS, AND ALL ASSOCIATED EQUIPMENT TO PROVIDE A FULLY FUNCTIONING RELOCATED GATE. 17.INSTALL NEW OR BLACK VINYL COATED CHAINLINK FENCE. REUSE OF SALVAGED FENCING MATERIALS MAY BE ALLOWED WITH APPROVAL OF ENGINEER. LEGEND: ASPHALT PAVEMENT RECONSTRUCTION TOPSOIL & MULCHING PAVEMENT EDGE PROPOSED TIEDOWN ANCHOR TAXIWAY OBJECT FREE AREA (TOFA) FLOODWAY SEE SHEET C19.1 FOR GATE V7 VICINITY DETAIL CONNECT NEW FENCE TO EXISTING FENCE J- B O X RE N T O N M U N I C I P A L A I R P O R T ( R N T ) - R E N T O N , W A WW W . D O W L . C O M WI N D S O C K & 2 4 3 B L D G . G A A P R O N & P A R K I N G L O T R E H A B I L I T A T I O N 23 C2 5 0 0 0 6 8 7 LU A 2 4 - 0 0 0 2 9 9 PR 2 4 - 0 0 0 0 6 3 C19.1 SI T E A N D S T R I P I N G P L A N - B U I L D I N G 2 4 3 GA T E V 7 V I C I N I T Y D E T A I L SITE PLAN AND MARKING KEYNOTES: 1.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2 AND 3 ON SHEET C21. SEE DETAIL 2 ON SHEET C22 FOR TIEDOWN MARKING (TYP). 2.PAINT NON-MOVEMENT AREA MARKING PER DETAIL 1 ON SHEET C22. 3.PAINT 6" YELLOW TAXILANE CENTERLINE MARKING WITH GLASS BEADS. 4.PAINT 4" WHITE MARKING (TYP). 5.CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. 6.CONSTRUCT LANDSCAPE PLANTER CURB CUT. SEE DETAIL 4 ON SHEET C21. 7.CONSTRUCT STANDARD 45° PARKING STALL. SEE DETAIL 3 ON SHEET C22 8.CONSTRUCT STANDARD PARKING STALL. SEE DETAIL 4 ON SHEET C22 . 9.CONSTRUCT ACCESSIBLE 45° PARKING STALL. SEE DETAIL 5 ON SHEET C22. 10.PLACE TOPSOIL AND MULCH LANDSCAPED AREAS. TOPSOIL AND MULCHING AREAS COMPLY WITH CITY OF RENTON MUNICIPAL CODE SECTION 4-4-070, LANDSCAPING AREA REQUIREMENTS. 11.PROTECT EXISTING AV FUEL SIGN IN PLACE. 12.INSTALL NEW TYPE 2 JUNCTION BOX FOR FUTURE FIBER CONNECTION (GATES PROJECT) 13.INSTALL 3" SCHEDULE 40 PVC CONDUIT WITH PULL CABLE FOR FUTURE FIBER CONNECTION (GATES PROJECT) 14.INSTALL TIEDOWN ANCHORS PER DETAILS 1, 2, AND 3 ON SHEET C21. USE TIEDOWN REFERENCE POINT PER DETAIL 2 ON SHEET C22 TO LOCATE ANCHORS BUT DO NOT APPLY TIEDOWN MARKINGS. 15.INSTALL NEW 25-TA ELECTRICAL VAULT AND STUB UP NEW EMPTY CONDUITS. 16.INSTALL SALVAGED GATE V7 AND ALL ASSOCIATED EQUIPMENT, INCLUDING GATE, OPERATOR ON NEW CONCRETE FOUNDATION, POWER CONTROL RACK AND CABINET, ACCESS CONTROL ANTENNAS, STROBE SENSOR, GATE CATCH STANCHION, SIGNS ON ADJACENT FENCE, CARD READER PEDESTAL AND CARD READERS, AND ALL ASSOCIATED EQUIPMENT TO PROVIDE A FULLY FUNCTIONING RELOCATED GATE. 17.INSTALL NEW OR BLACK VINYL COATED CHAINLINK FENCE. REUSE OF SALVAGED FENCING MATERIALS MAY BE ALLOWED WITH APPROVAL OF ENGINEER. LEGEND: ASPHALT PAVEMENT RECONSTRUCTION TOPSOIL & MULCHING PAVEMENT EDGE PROPOSED TIEDOWN ANCHOR TAXIWAY OBJECT FREE AREA (TOFA) FLOODWAY RE N T O N M U N I C I P A L A I R P O R T ( R N T ) - R E N T O N , W A WW W . D O W L . C O M WI N D S O C K & 2 4 3 B L D G . G A A P R O N & P A R K I N G L O T R E H A B I L I T A T I O N 23 C2 5 0 0 0 6 8 7 LU A 2 4 - 0 0 0 2 9 9 PR 2 4 - 0 0 0 0 6 3 GA T E V 7 R E L O C A T I O N E L E V A T I O N & D E T A I L S C23 1 RELOCATED GATE V7 ELEVATION - RESTRICTED SIDE 2 RELOCATED GATE V7 ELEVATION - UNRESTRICTED SIDE