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Home My WebLink AboutEGD-008-19Clarington Engineering Services Report If this information is required in an alternate accessible format, please contact the Accessibility Coordinator at 905-623-3379 ext. 2131. Report To: Council Date of Meeting: March 18, 2019 Report Number: EGD -008-19 Resolution: #C-108-19 File Number: D.02.34.030 By-law Number: Report Subject: Uplands Sales Pavilion/Parking Lot Construction Status Recommendations: 1. That Report EGD -008-19 be received for information. Municipality of Clarington Report EGD -008-19 Report Overview Page 2 This report provides a status update and expected completion date for the Uplands Sales Pavilion and parking lot construction in Courtice. 1. Background 1.1 At the General Government Committee meeting on February 25, 2019, staff were asked to provide an update on the Uplands Sales Pavilion and parking lot construction in Courtice (see Attachment 1). Specifically regarding the conveyance of the parking lot lands and when it will be available to the public for use. 1.2 The Site Plan Agreement and Licence Agreement are with the developer for execution. Prior to the conveyance of Land to Clarington, a reference plan showing the location of the entrance, parking lot and temporary sales pavilion must be registered by the developer's surveyor. The reference plan is now in the final stages of preparation. The surveyor is estimating it will be registered within 10-14 days. Once this is complete, a transfer will be registered to Clarington for these lands. The Licence Agreement will allow High Street Courtice Ltd. the continued use of the land conveyed to Clarington for use as a temporary sales pavilion, driveway and parking spaces for a two year period with both the possibility of extension as well as terms and conditions for restoration once the Licence is terminated. 1.3 As a condition of the Site Plan Agreement for the Uplands Sales Pavilion and the use of our parking lot lands, the developer was required to construct a future municipal parking lot at an interim gravel standard at the developer's cost. Once complete and inspected to ensure it meets the municipality's standards, the parking lot will be available for public use to access Tooley's Mill Park and Farewell Creek Trail. To compensate for the temporary loss of parking spaces occupied by the sales pavilion, the developer has constructed additional parking to the south-west (on their own property) at their expense (see Attachment 1). 1.4 At the termination of the Licence Agreement, the developer is required to remove the sales pavilion and restore the parking area to the top of gravel, meeting all municipal design and specification standards to the satisfaction of the Municipality. 2. Current Status 2.1 The Building Permit for the Sales Office was issued August 10, 2018. The construction of the Sales Pavilion and parking lot commenced in November 2018. Municipal Staff were on-site to supervise the granular parking lot base installation and are satisfied with the work completed to date. The parking lot works have not been completed and therefore the construction site is currently fenced for safety measures. The Sales Pavilion construction is ongoing and the parking lot construction will recommence as soon as weather permits. Municipality of Clarington Resort EGD -008-19 Page 3 2.2 Staff have discussed this project with the developer and are advised that the parking lot is scheduled to be complete and open to the public in April 2019. The Sales Pavilion is currently scheduled to open mid-May 2019. 3. Concurrence This report has been reviewed by the Director of Planning Services and the Municipal Solicitor who concur with the recommendations. 4. Conclusion It is anticipated that the execution of the Licence Agreement will occur expeditiously and permit the completion of the sales pavilion and parking lot for spring 2019. 5. Strategic Plan Application Not applicable. Submitted by. Anthony Cannella, Director of Engineering Services Reviewed by: Andrew C. Allison, B. Comm, LLB CAO Staff Contact: Karen Richardson, Development Manager, 2327 or krichardson@clarington.net ASC/KR/JB/CP/kb Attachment 1: Uplands Sales Pavilion and Parking Lot Grading Plan There are no interested parties to be notified of Council's decision. - PROP PERIMELER-E (REFER TO DETAIL) PLANNED FUTURE PARKING LOT FOR s `✓ r �.✓'� ■ iOLEY MILLS PAS ,� ■ - -i -� � t \ j \ k EX "�.. 0 0 011 LIMIT OF 6 Om HAZARDACCESS _ O 127.80 N o 6R 127.-r - _ 127.8 kt 81 1R THE SUP ANDS' SALES ENTER FFE 129.00 ALL RAINWATER LEADERS j TO DISCHARGE TOWARDS PARKING LOT AREA OR 4 128.00-128.98k_-- �• / 128.00 k RWL pM ti,, 127A6 127.70 KNOWN HVAC 127.5 127.85 �':.. Ilaaaall 127.85 127.855 k k EXISTING'UTILITY k ,..:,'. POLE TO, MAIN PROP RAMP AS N r - pM ti,, 127A6 127.70 KNOWN 127.90k'1 5r (V (V k 127.85 k 127.85 - I ma aaSWISS! ®a■10am ■■mss m■■SOON X 127.64 127.7 12x/.80 127.80 -,}- ASPHALT GRAVEL 127.85 - _ - �127.70A1,127.9 TEMPORARY MUD MAT FOR CONSTRUCTION ACCESS (REFER TO DETAIL ON THIS PLAN) 127.75 127.9 t Bell 000140 EXISTING DRIVEWAY NOTES: 1. RESPE TING ALL WORK IN THE MUNI \ ;E WAY, CONTRACTOR IS TO PROVIDE HO PRIOR NOTICE TO THE CLARINGTO SERVI S DEPARTMENT STAFF AT (905) 623 `y A RO O UPANCY PERMIT WILL B Q ■ 0 W � y/cyGY.4Y Np ? chi m ° :iv �■ll�l■�■� 12V. 51 ■ SEEMS ■; �z-1� fr ■■■� TEMPORARY EROSION CONTROL FENCING REFER TO DETAIL ON THIS PLAN) 3.Om WIDE GRASS - FILTER STRIP MATCH TO EXISTING 1 a GRAVEL PARKING LOT TERRAFIX 270R NON -WOVEN GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT) WRAPPED AROUND RIP RAP. RIP RAP A_A INFILTRATION TRENCH DETAIL v. . GR -1 SCALE: N.T.S. WORK ° IN THE MUNICIPAL AL MUD MAT FOR TEMPORARY \ VA ON OF THE ROAD ACE IS T PE T BET EN ECEMBERIST APRII 30 a CONSTRUCTION ACCESS 3. STO TION OR WO a T �v `\ STAFF�RECTION. r \ THE UPLANDS LEGEND: 6m SETBACK FROM PROPOSED REVISIONS TOP OF BANK No. DESCRIPTION THE UPLANDS DEV LOPMENT � � � PROPERTY LINE " DRIPLINE I. ISSUED FOR SITE PLAN APPROVAL MUNICIPALITY OF CLARINGTON - a 2�0 EXISTING CONTOUR PROPOSED TREE 40 TEMPERANCE STREET X123.23EX EXISTING ELEVATION BOWMANVILLE, ONTARIO LIC 3A6 TEL: (905) 623-3379 X 123.23 PROPOSED ELEVATION] EXISTING TREES 1 ® 30 CENTURIAN DRIVE, SUITE 100 MAX 3:1 SLOPE MHO EXISTING MANHOLE SOS consulting MARKHAM, ONTARIO L3R 8138 _ - -FUTURE PARKING LOT LAYOUT GB � EXISTING CATCHBASIN g TEL: (905) 475-1900 EXISTING UTILITY POLE WITH group ltd FAX: (905) 475-8335 PROPOSED TOP OF BANK _40GUY WIRE 25.Om o"'e�r�l.`1: tlr w`~ sir.R i �'.aa� t11�d� time\ri N.T.S. 99 v` • a \j `Sol GEOTEXTILE TO BE WIRED TO PAGE SINGLE STRAND 4mm GALVANIZED WIRE FENCE @ T -BARS AND 1000mm O.C. TENSION WIRE PASSING THROUGH T -BAR AND PASSING THROUGH PAGE WIRE FENCE r - PAGE WIRE FENCE '>C>9<�C✓'; GEOTEXTII.E EXISTING GROUND II II STANDARD U T -BAR F2000 MAX . I ELEVATION AREA TO BE AREA UNDER AREA TO BE AREA UNDER PROTECTED CONSTRUCTION PROTECTED --CONSTRUCTION r -T -BAR T -BAR PAGE WIRE FENCE PAGE WIRE FENCE GEOTEXTILE N GEOTEXTILE MATERIAL OVERLAY TO BE I"19mm CLEAR STONE OR APPROVED PROPERLY COMPACTED RECYCLED CONCRETE. EXISTING GROUND EXISTING GROUND ti l l o I I v1 I i 11300 ~ ALL DIMENSIONS ARE IN Lf LI MILLIMETRES UNLESS CROSS SECTION CROSS SECTION OTHERWISE NOTED. (FROZEN CONDITION) NOTES: 1. GEOTEXTILE TO HAVE A MINIMUM TEAR RESISTANCE OF 210 N (TERRAFIX 270R, LAYFIELD LP4, OR APPROVED EQUIVALENT). 2. GEOTEXTILE TO HAVE A HORIZONTAL OVERLAY OF 1000mm AT JOINTS. 3. PAGE WIRE FENCE OR APPROVED EQUIVALENT. TEMPORARY SEDIMENT CONTROL FENCE N.T.S. DATE BY APPROVED N E UPLANDS COURTICE APR24'18 L.P.M. GRADING PLAN FUTURE PARKING LOT LP 1.0024183,// DESIGNED BY: L.P.M. CHECKED BY: L.P.M. DATE: NOVEMBER 2017 SCALE: 1:250 PROJECT No: 1 Q FIGURE No: �T 1 4FPPP"` DRAWN BY: M.L.M. CHECKED BY: L.P.M. 1 J 6O V Rs 1 File: P:\1960 The Uplands Courtice\Drawings\Phase 1\Fig\2017 11(Nov) 06 - Future Parking Lot Grading\196OD-FIGS-GR-1.dwg - Revised by <MMCCLYMONT> : Thu, Nov 09 2017 - 2:23pm HVAC 127.5 127.85 Ilaaaall k k PROP RAMP AS N r - N PER OBC 3.4.3.2 - ■ ■ a_' w 00 O 0, LO rn 0 N N >m6x 1 ! 0' k 128.00 00 00 127.90k'1 5r (V (V k 127.85 k 127.85 - I ma aaSWISS! ®a■10am ■■mss m■■SOON X 127.64 127.7 12x/.80 127.80 -,}- ASPHALT GRAVEL 127.85 - _ - �127.70A1,127.9 TEMPORARY MUD MAT FOR CONSTRUCTION ACCESS (REFER TO DETAIL ON THIS PLAN) 127.75 127.9 t Bell 000140 EXISTING DRIVEWAY NOTES: 1. RESPE TING ALL WORK IN THE MUNI \ ;E WAY, CONTRACTOR IS TO PROVIDE HO PRIOR NOTICE TO THE CLARINGTO SERVI S DEPARTMENT STAFF AT (905) 623 `y A RO O UPANCY PERMIT WILL B Q ■ 0 W � y/cyGY.4Y Np ? chi m ° :iv �■ll�l■�■� 12V. 51 ■ SEEMS ■; �z-1� fr ■■■� TEMPORARY EROSION CONTROL FENCING REFER TO DETAIL ON THIS PLAN) 3.Om WIDE GRASS - FILTER STRIP MATCH TO EXISTING 1 a GRAVEL PARKING LOT TERRAFIX 270R NON -WOVEN GEOTEXTILE FABRIC (OR APPROVED EQUIVALENT) WRAPPED AROUND RIP RAP. RIP RAP A_A INFILTRATION TRENCH DETAIL v. . GR -1 SCALE: N.T.S. WORK ° IN THE MUNICIPAL AL MUD MAT FOR TEMPORARY \ VA ON OF THE ROAD ACE IS T PE T BET EN ECEMBERIST APRII 30 a CONSTRUCTION ACCESS 3. STO TION OR WO a T �v `\ STAFF�RECTION. r \ THE UPLANDS LEGEND: 6m SETBACK FROM PROPOSED REVISIONS TOP OF BANK No. DESCRIPTION THE UPLANDS DEV LOPMENT � � � PROPERTY LINE " DRIPLINE I. ISSUED FOR SITE PLAN APPROVAL MUNICIPALITY OF CLARINGTON - a 2�0 EXISTING CONTOUR PROPOSED TREE 40 TEMPERANCE STREET X123.23EX EXISTING ELEVATION BOWMANVILLE, ONTARIO LIC 3A6 TEL: (905) 623-3379 X 123.23 PROPOSED ELEVATION] EXISTING TREES 1 ® 30 CENTURIAN DRIVE, SUITE 100 MAX 3:1 SLOPE MHO EXISTING MANHOLE SOS consulting MARKHAM, ONTARIO L3R 8138 _ - -FUTURE PARKING LOT LAYOUT GB � EXISTING CATCHBASIN g TEL: (905) 475-1900 EXISTING UTILITY POLE WITH group ltd FAX: (905) 475-8335 PROPOSED TOP OF BANK _40GUY WIRE 25.Om o"'e�r�l.`1: tlr w`~ sir.R i �'.aa� t11�d� time\ri N.T.S. 99 v` • a \j `Sol GEOTEXTILE TO BE WIRED TO PAGE SINGLE STRAND 4mm GALVANIZED WIRE FENCE @ T -BARS AND 1000mm O.C. TENSION WIRE PASSING THROUGH T -BAR AND PASSING THROUGH PAGE WIRE FENCE r - PAGE WIRE FENCE '>C>9<�C✓'; GEOTEXTII.E EXISTING GROUND II II STANDARD U T -BAR F2000 MAX . I ELEVATION AREA TO BE AREA UNDER AREA TO BE AREA UNDER PROTECTED CONSTRUCTION PROTECTED --CONSTRUCTION r -T -BAR T -BAR PAGE WIRE FENCE PAGE WIRE FENCE GEOTEXTILE N GEOTEXTILE MATERIAL OVERLAY TO BE I"19mm CLEAR STONE OR APPROVED PROPERLY COMPACTED RECYCLED CONCRETE. EXISTING GROUND EXISTING GROUND ti l l o I I v1 I i 11300 ~ ALL DIMENSIONS ARE IN Lf LI MILLIMETRES UNLESS CROSS SECTION CROSS SECTION OTHERWISE NOTED. (FROZEN CONDITION) NOTES: 1. GEOTEXTILE TO HAVE A MINIMUM TEAR RESISTANCE OF 210 N (TERRAFIX 270R, LAYFIELD LP4, OR APPROVED EQUIVALENT). 2. GEOTEXTILE TO HAVE A HORIZONTAL OVERLAY OF 1000mm AT JOINTS. 3. PAGE WIRE FENCE OR APPROVED EQUIVALENT. TEMPORARY SEDIMENT CONTROL FENCE N.T.S. DATE BY APPROVED N E UPLANDS COURTICE APR24'18 L.P.M. GRADING PLAN FUTURE PARKING LOT LP 1.0024183,// DESIGNED BY: L.P.M. CHECKED BY: L.P.M. DATE: NOVEMBER 2017 SCALE: 1:250 PROJECT No: 1 Q FIGURE No: �T 1 4FPPP"` DRAWN BY: M.L.M. CHECKED BY: L.P.M. 1 J 6O V Rs 1 File: P:\1960 The Uplands Courtice\Drawings\Phase 1\Fig\2017 11(Nov) 06 - Future Parking Lot Grading\196OD-FIGS-GR-1.dwg - Revised by <MMCCLYMONT> : Thu, Nov 09 2017 - 2:23pm