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HomeMy WebLinkAboutSP2017-18k CITY OF GRAPEVINE SITE PLAN APPLICATION PART 1. APPLICANT INFORMATION Name of applicant: agent/company/contact Click Engineering, Inc. - Matthew A. Cain, P.E. Street address of applicant/ agent: 325 N. Saint Paul, Suite 2850 City / State / Zip Code of applicant / agent: Dallas, Texas 75201 Telephone number of applicant/ agent: Fax number of applicant/ agent: 214-871-2302 Email address of applicant/agent Mobile phone number of applicant/agent mcain clickeng.com 1 972-836-6377 Applicant's interest in subject property: Civil Engineering Consultant for the property Owner PART 2. PROPERTY INFORMATION Street address of subject property 2451 W. Grapevine Mills Circle, Grapevine, Texas 76051 Legal description of subject property (metes & bounds must be described on 8 1/2" x 11 " sheet) Lot 3, Block 1, of Landmark at Grapevine Size of subject property 3.91 Acres Square footage Present zoning classification: Community Commercial Give a general description of the proposed use or uses for the proposed development: General Office Use PART 3. PROPERTY OWNER INFORMATION Name of current property owner: Kriya Management Group LLC Street address of property owner: 433 E Las Colinas Blvd. Suite 860 City / State / Zip Code of property owner: Irving, Texas 75039 Telephone number of property owner:Fax number of property owner: 214-446-6741 ❑ Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements, roadways, rail lines, and public rights -of way crossing and adjacent to the tract ( 1 blueline copy) ❑ Submit a site plan showing all information required by Section 47.E., Site Plan review requirements (see attached requirements). ❑ All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use, can only be approved by city council through the public hearing process. JUN 62017 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN Print Applicant's Name Applicant's Signature: The State Of County Of m Before Me Vairm arie,� on this day personally appeared (notary) (applicant) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. (Seal) Given under my hand and seal of office this day of , A.D. Nwou.. ��; •���, KAREN MARIE Hill Notary Public. State of Texas My Commission Expires March 10, 2018 NotaryNb And For State bf xa „qNf„ • KtZ �C�bypi GtSLi1- 'r Print Property Owner's Name: Prop wnat'sSignature The State Of II �1S County Of Before Me �` t'S ►` i i�%� on this day personally appeared t`) (til [/1 AGS � �r _ry-, (notary) (property owner) known to me (or proved to me on the oath of card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. ~ (Seal) Given under my hand and seal of office this I �^ �^- day of ►`� �d 1 —6 1 . —IS�a BAINf8 MY Galan Expires Notary In And For State f Tera January 18.2019 Kriya Hotels Office Building Project Address: 2451 W. Grapevine Mills Circle Grapevine, Texas 76051 Legal Description: Lot 3, Block 1, of Landmark at Grapevine Site Area: 3.91 acres S P\4*7. I a Click Engineering 325 N Saint Paul St Suite 2850 Dallas, TX 75201 P: 214.871.2302 F: 214.871.8716 Texas Registration: F-10142 kn.-wwt.c; ickeng.com ]IM SP17-18 KRIYA HOTELS 717=7.770 J U LY 6, 2017 2451 WEST GRAPEVINE MILLS PARKWAY LOT 3, BLOCK 1, LANDMARK AT GRAPEVINE KRIYA HOTELS Site Plan/C1.01 WIM Please add the signature block found below and number the sheets in consecutive order, i.e. 1 of 15 within the block. Please add case number — SP1 7-18 to the lower right hand corner within the title block of each sheet. SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. PLANNER DATE SHEET' OF DEPARTMENT OF DEVELOPMENT SERVICES MINIMUM SIZE 3"X 4" THIS SIGNATURE BLOCK MUST APPEAR ON EACH PAGE OF THE SUBMITTAL AND FINAL REVISIONS. NUMBER EACH SHEET AS PER EXAMPLE BELOW: SHEET I OF 4; SHEET 2 OF 4; SHEET 3 OF 4; SHEET 4 OF 4, ETC. Please re -label the Site Plan to the Dimensional Control Site Plan, please arrange the site data table in a chart form showing the amount required and provided: height in stories and feet, total building area, total lot area, floor area ratio, total impervious area (square foot and percentage), total open space (landscaped area - square foot and percentage), total building and paved areas, accessible parking spaces. Also include the percent of the landscaping within the front yard. Please add the adjacent zoning as follows: North "GU" Government Use and "R -MF -2" Multi -family and south and west "R-5.0" Zero Lot Line. • Parking required for professional office uses is one per 300 square feet. Please review the required parking and revise as necessary. 0: \ZCU\2017\SP1 7-18\SP1 7-18. 1.doc • A building buffer is required adjacent to the west and south property lines equal to two (2) times the height of the building or structure. Please depict the required buffer distance on the dimensional control site plan. • Please dimension a typical 9'x 18' parking space. • Please change the adjacent street to West Grapevine Mills Circle. • The plat dimension adjacent to West Grapevine Mills Circle is 695.19. Please revise accordingly. • Please remove the contours. • Please label the proposed covered parking structure. Minimum required distance between principal structures and accessory structures is no less than 40 feet. Please revise as necessary. • If an on -premise sign is proposed please show the location. • Please add the following notes to the Dimensional Control Site Plan: o Mechanical and electrical equipment, including air conditioning units, shall be designed, installed and operated to minimize noise impact on surrounding properties. All such equipment shall be screened from public view. o Lighting shall be designed to reflect away from adjacent residential areas. o The masonry requirements of Section 54 shall be met. o All on site electrical conductors associated with new construction shall be located underground. o All requirements of the Grapevine Soil Erosion Control Ordinance shall be met. o If a sign is proposed please note that the sign was included in the determination of the illumination levels. L-2 Landscape Plan • Interior landscaping includes trees at one tree per 400 square feet of the gross parking area and one tree per planter Island. Please revise accordingly. • The perimeter tree count is based upon the entire perimeter of 1,800 lineal feet. Please revise accordingly. • The proposed planter islands east and south of the office building require trees. Please revise the landscape plan accordingly. • Please add the followina note: Plant material selected to screen the O:\ZCU\2017\SP17-18\SP17-18.1.doc 2 type of species that can attain a height of three feet one year after planting. • The Crepe Myrtle is not on the list of Required Trees for Landscaping and may not be counted toward required trees. Please revise as necessary. • Please label the proposed covered parking structure. • If an on -premise sign is proposed please show the location. Elevations A3.0/A3.1 • In lieu of a black and white rendering please provide the black line drawing of the proposed office building and provide the percent masonry for the entire structure exclusive of doors and windows. • Please provide elevation, height, material proposed for the covered parking structure. Photometric • Please provide a photometric plan which meets the requirements of the Zoning Ordinance. SUPPLEMENTAL COMMENTS Building Inspections Please contact Manda Pancholy — Plans Examiner or Don Dixson — Assistant Building Official at 817.410.3165 for any questions regarding the following comments. • Provide a Building Data Table. • Retaining walls and fences require separate permits. • All signs will require a separate permit issued to a registered contractor. Please note the following Public Works/Engineering comments. Please direct all questions regarding the following comments to Paul Lee — Civil Engineer at 817.410.3136: This site is at the top of a bluff and drains down a large slope to a townhome project. Attention should be given to the "Downstream Property Owner's Permission" requirements (Article I, Item 3, paragraph 3.2.8 of Appendix E). After providing a design that meets code the developer will need to provide a letter from the downstream property owner. • The Site shows inlets to bubble the water out at the top of the slope. This will cause concentrated discharges on the downstream property and erosion. • At the predevelopment meeting we were shown 2 buildings on this site. If a second building is planned as a separate phase, this should be shown as future on the engineering to allow for appropriate future planning. O: \ZCU\2017\SP17-18\SP17-18.1.doc • The Sanitary sewer manhole is over 20' deep at the connection. There may be additional requirements when more construction details are provided. • The Site is at the top of a large hill. The grading does not take advantage of the grades for drainage in the parking areas. Consider that a better grading design could decrease the height of the retaining wall. • A 10' Wide Trail is required like the Apartment complex adjacent to this site. This trail needs to meet all ADA/TAS requirements and be constructed per TXDOT trail standards. Provide appropriate pedestrian access or trail easements. • The existing fire hydrant shown in the trail will need to be relocated. • The water line in front of this site is an 18" concrete cylinder pipe transmission main. As discussed in the pre -development meeting we will allow two connections to this line for the purposes of making a water loop to serve the site. The connections will be made by cutting a section of the main and installing a 16" valve and tee to add the required isolation for this site. Fire services more than 50' from the backflow preventer in the building will require a backflow in a vault. • Indicate backflow preventer on Irrigation meters. • Erosion control shown is minimal. With the steep slopes on the site additional protections will be required during construction to provide the protections required by code. • Consider Recycling in the size of the dumpster enclosure. Please note the Fire Department contacts. Bryan Parker — Assistant Fire Marshall or Mark Martens - Investigator at 817.410.4400: • Automatic fire sprinkler system shall be provided throughout. • Fire Alarm shall be installed. • Knox box 4400 Series shall be provided. • FDC shall be within 50' of fire lane. • FDC shall be within 50' of fire lane. • FDC shall be within 50' of fire lane. For verification please email a PDF of the _final plans to .t.. aeiow prior to riannma atarr approvai. Please submit the revised documents to the Department of Development Services at 200 South Main Street. The revised submittal shall include: Two (2) unfolded and unbound blackline copies of each sheet, (minimum size 22" x 34") 0:\ZCU\2017\SP17-18\SP17-18.1.dOC If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155. O:\ZCU\2017\SP17-18\SP17-18.1.doc Matthew Cain Click Engineering This letter is to verify that your Site Plan Review application SP1 7-18 for property located at 2451 West Grapevine Mills Circle and platted as Lot 3, Block 1, Landmark a) Grapevine was approved per the enclosed site plan on January 11, 2018. Please find enclosed an approved site plan set for your records. No site plan approval shall be valid for a period longerthan one (1) yearfrom the date such approval is issued, unless a building permit is issued and construction is actually begun within that gcA,w- fivgaltly is obtained and a use commenced within that period. Approval of an application does not authorize any work in conflict with any Codes or Ordinances of the City of Grapevine A n - c h a n e s t a a hlhg-O, "-- - A -D - - ft A-4 be approved by city council through the public hearing process. If you have any questions relative to your building permit, please contact the Plans Examiner, at (817) 410-3165. If you have any further questions regarding your site plan approval, please feel free to contact me at (817) 410-3155. Sincerely, Susan Batte Planning Technician D FAT"i'( W M I �NT S I J�V K' f S D EPARTNIENT '11-te Cio', of Giapevine ® PO. Box 95104 - Grapevine, lexis 76099 - (817) 410-3154 Fa -x (817) 410-3018 - wwxv.grapevinetexas,gov Albert Triplett From: Matt Cain <rncain clickeng.com> Sent: Thursday, July 06, 2017 6:11 PM To: Albert Triplett; Roger Sotelo Cc: Bryan K. Parker; Mark Mertens; Paul Lee; Don Dixson; Manda Pancholy Subject: Re: SP17-18 - Kriya Hotels Albert, We have received and will review. Thank you, Matthew A. Cain, P.E. CLICK ENGNEERING 325 N Saint Paul Suite 2850 Dallas, TX 75201 214.871.2302 972.836.6377 (cell) www.clickeng.com ------ Original Message ------ From: "Albert Triplett" <atriplett@grapevinetexas.gov> To: "Matt Cain" < ; "Roger Sotelo" < Cc: "Bryan K. Parker" <bpa rker(@ 2 ra Devi n etexa s.gov>; "Mark Mertens" <mmertens@grapevinetexas.gov>; "Paul Lee" <plee@ irapevinetexas.gov>; "Don Dixson" <ddixson@grapevinetexas.gov>; "Manda Pancholy" <mpanciolvco)gral)evinetexas.gov> Sent: 7/6/2017 5:43:44 PM Subject: Re: SP17-18 - Kriya Hotels Mr. Cain and Mr. Sotelo, attached are the staff comments for SP1 7-18. Please acknowledge your receipt of this email and attachment. Feel free to contact me if you have any questions. Thank you. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 *** External email communication — Please use caution before clicking links and/or opening attachments *** 1 Albert Triplett From: Albert Triplett Sent: Wednesday, December 20, 2017 9:47 AM To: 'Matt Cain' Subject: RE: SP17-18 - Kriya Hotels Mr. Cain, Please acknowledge your receipt of this email. Please note the following comments. The subject site requires two additional parking spaces for a total of 123 parking spaces. The required parking ratio is five (5) spaces plus one (1) per 300 square feet. Please dimension the proposed sign to the front property line. If the proposed sign illuminated then a note is required on the plan stating that the proposed sign was included in the determination of the illumination levels. What is the percent masonry of the entire structure exclusive of doors and windows? The minimum percentage masonry is 70% Planter islands on the west side of the parking lot and adjacent to the building on the south side require trees. Please add screening shrubs adjacent to the north side of the parking lot. Please label the proposed sign on the landscape plan. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Matt Cain [mailto: Sent: Monday, December 11, 2017 10:53 AM To: Albert Triplett <atriplett@grapevinetexas.gov> Subject: RE: SP17-18 - Kriya Hotels Albert, I am circling back around to make sure we have all of our approvals in order to get going on Kriya Hotels. Last Friday, we received approval on the Civil Engineering Plans and I believe the building permit package is approved as well. Here are the follow up documents for the planning department site plan. I've attached the comment response letter, the site plan package and the photometric plan. I'll follow up with you to make sure everything is received and double check on how we can get this wrapped up as quickly as possible. Please let me know if you get this, due to the file sizes. Thank you, Matthew A. Cain, P.E. 325 N. Saint Paul Suite 2850 Dallas, Texas 75201 214.871,2302 972.836.6377 (cell) mcain clickeng.com From: Albert Triplett Sent: Thursday, July 6, 2017 5:44 PM To: Matt Cain < ; Roger Sotelo Cc: Bryan K. Parker Mark Mertens Paul Lee Don Dixson Manda Pancholy Subject: Re: SP17-18 - Kriya Hotels Mr. Cain and Mr. Sotelo, attached are the staff comments for SP1 7-18. Please acknowledge your receipt of this email and attachment. Feel free to contact me if you have any questions. Thank you. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 * * * External email communication — Please use caution before clicking links and/or opening attachments * * * Albert Triplett From: Matt Cain < Sent: Wednesday, January 10, 2018 5:42 PM To: Albert Triplett Cc: Karen Pendleton Subject: RE: 2451 Grapevine Mills Cir (Kriya Office) Albert, Thanks for the follow up. The plans have been printed and will be delivered to your office tomorrow. Thank you, Matt From: Albert Triplett[mailto:atriplett@grapevinetexas.gov] Sent: Wednesday, January 10, 2018 5:05 PM To: Don Dixson <ddixson@grapevinetexas.gov> Cc: Matt Cain < Subject: RE: 2451 Grapevine Mills Cir Don, after further review, that last thing I need are the full size copies of the plans. I spoke to Mr. Cain today and he will send the full size copies today. Thank you. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Don Dixson Sent: Wednesday, January 10, 2018 12:45 PM To: Albert Triplett <atrilett@graevinetexas.gov> Subject: 2451 Grapevine Mills Cir Albert, can you tell me what is lacking on this site plan. I know we had worked out the parking cover, but was unaware there were other outstanding items. Thanks. Don Dixson, CBO Assistant Building Official Grapevine Development Services 200 S Main St Grapevine Texas 76051 817-410-3129 817-454-1966 1 Albert Tri Subject: ATPL,JR,RF BP'MP -roger Sotllo Location: CITY HALL �ONF&ACE ROOM B Start: Thu 2/23/2017 10:00 AM End: Thu 2/23/2017 11:00 AM Recurrence: (none) Meeting Status: Accepted Organizer: Susan Batte Required Attendees: Albert Triplett; Paul Lee; John Robertson; Randie Frisinger; Bryan K. Parker; Manda Pancholy Roger Sotelo 972-386-0338 New Office building 2451 W Grapevine Mills Circle Ud TIE V- I 61, AID W— RL",I-W T, 2 � I I xdE Pig sPx WHfr O pp SIC "n u py ion s I " -q WeayU, - h lam 01- 7�o, -r � �� tt - d -C I Y, CL, 'ce v 1 4 A. E -D W-% Albert Triplett From: Matt Cain <mcain clickeng.com> Sent: Tuesday, July 18, 2017 4:35 PM To: Albert Triplett Subject: Re: SP17-18 - Kriya Hotels Albert, Thanks for the follow up. I am meeting with Paul and John in Engineering on Friday to go through their comments so we can work on a submittal of the remaining items. Thanks, Matt On Mon, Jul 17, 2017 at 8:37 AM -0500, "Albert Triplett" <atriplett@grapevinetexas.gov> wrote: Good morning Mr. Cain, this email is a courtesy follow-up to check on the status of the response to staff comments for the Kriya office. Thank you. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 *** External email communication — Please use caution before clicking links and/or opening attachments *** 1 Paul M. Lee, P.E. Sr. Civil Engineer i)lee(@GraDevinetexaL.gov Office: 817-410-3144 Cell: 817-564-6649 Click Engineering 325 N Saint Paul St Suite 2850 Dallas, TX 75201 P: 214.871.2302 F: 214.871.8716 Texas Registration: F-10142 December 1, 2017 Mr. Albert L Triplet Development Services City of Grapevine 200 S. Main Street Grapevine, Texas 76051 Re: Comment Response Letter Kriya Hotels Office Building (SP17-18) Dear Mr. Triplet, We are writing this letter to provide responses to your written comments regarding the Kriya Hotels Office Building, dated July 6, 2017. Site Plan/C1.01 Pleas d the signature block found below and number the sheets in ecutive order, i.e. 1 of 15 within the block. Please add case number — SP1 7- 18 to the lower right hand corner within the title block of each sheet. The signature block has been included on each page of the site plan submittal. The sheets have been labeled _ of 4, with the SP17-18 project number in the lower right hand corner. Please re -label the Site Plan to the Dimensional Control Site Plan, please arrange the site data table in a chart form showing the amount required and provided: height in stories and feet, total building area, total lot area, floor area ratio, total impervious area (square foot and percentage), total open space (landscaped area -square foot and percentage), total building and paved areas, accessible parking spaces. Also include the percent of the landscaping within the front yard. Please add the adjacent zoning as follows: North "GU" Government Use and "R -MF -2" Multi -family and south and west "R-5.0" Zero Lot Line. The site plan has been re -labeled and the additional information has been added to the plan. • Parking required or professional office uses is one per 300 square feet. Please re i or g and revise as necessary. The a Fo t en updated. • A building buffer is required adjacent to the west and south property lines equal to two (2) times the height of the building or structure. Please depict the required buffer distance on the dimensional control site plan. The building buffer line has been added to the plan. Base on the building height. • Please dimension a typical 9'x 18' parking space. We have dimension typical 9'x18' parking spaces. • Please change the adjacent street to West Grapevine Mills Circle. The street name has been changed. • The plat dimension adjacent to West Grapevine Mills Circle is 695.19. Please revise accordingly. As previously discussed, the dimension referenced on the existing plat is incorrect. • Please remove the contours. The contours have been removed. • Please label the proposed covered parking structure. Minimum required distance between principal structures and accessory structures is no less than 40 feet. Please revise as necessary. The parking cover has been labeled and is now connected to the building. This was discussed between Ron Smith (Mayes and Associates -Architect), the building official and your office. • If an on -premise sign is proposed please show the location. The sign has been added to the plan. • Please add the following notes to the Dimensional Control Site Plan: o Mechanical and electrical equipment, including air conditioning units, shall be designed, installed and operated to minimize noise impact on surrounding properties. All such equipment shall be screened from public view. o Lighting shall be designed to reflect away from adjacent residential areas. o The masonry requirements of Section 54 shall be met. o All on site electrical conductors associated with new construction shall be located underground. o All Soil o If a sign is proposed please note that the sign was included in determination of the illumination levels. be met. Click Engineering 325 N Saint Paul St Suite 2850 Dallas, TX 75201 P: 214.871.2302 t F; 214.871.8716 Texas Registration: F-10142 The building buffer line has been added to the plan. Base on the building height. • Please dimension a typical 9'x 18' parking space. We have dimension typical 9'x18' parking spaces. • Please change the adjacent street to West Grapevine Mills Circle. The street name has been changed. • The plat dimension adjacent to West Grapevine Mills Circle is 695.19. Please revise accordingly. As previously discussed, the dimension referenced on the existing plat is incorrect. • Please remove the contours. The contours have been removed. • Please label the proposed covered parking structure. Minimum required distance between principal structures and accessory structures is no less than 40 feet. Please revise as necessary. The parking cover has been labeled and is now connected to the building. This was discussed between Ron Smith (Mayes and Associates -Architect), the building official and your office. • If an on -premise sign is proposed please show the location. The sign has been added to the plan. • Please add the following notes to the Dimensional Control Site Plan: o Mechanical and electrical equipment, including air conditioning units, shall be designed, installed and operated to minimize noise impact on surrounding properties. All such equipment shall be screened from public view. o Lighting shall be designed to reflect away from adjacent residential areas. o The masonry requirements of Section 54 shall be met. o All on site electrical conductors associated with new construction shall be located underground. o All Soil o If a sign is proposed please note that the sign was included in determination of the illumination levels. be met. The notes have been added. L-2 Landscape Plan Click Engineering 325 N Saint Paul St Suite 2850 Dallas, TX 75201 P: 214.871.2302 F: 214 871 8716 Texas Registration: F-10142 • Interior landscaping includes trees at one tree per 400 square feet of the gross parking area and one tree per planter island. Please revise accordingly. The Landscape Tabulations have been updated to include the required and provided amounts. • The perimeter tree count is based upon the entire perimeter of 1,800 lineal feet. Please revise accordingly. The tree count has been revised based on the property perimeter of 1,707 linear feet. • The proposed planter islands east and south of the office building require trees. Please revise the landscape plan accordingly. The trees have been added to the plan • Please add the following note: Plant material selected to screen the vehicle use areas from the right-of-way and from adjacent properties shall be a minimum of thirtv inches at the time of planting and the type of species that can attain a height of three feet one year after planting. The note has been added below the Plant Material Schedule • The Crepe Myrtle is not on the list of Required Trees for Landscaping and may not be counted toward required trees. Please revise as necessary. This has been revised. • Please label the proposed covered parking structure. The covered parking has been labeled. • if an on -premise sign is proposed please„show the location. The sign location has been added to the plan. Ele L pans A3 D/A3.1 • In lieu of a black and white rendering please provide the black line drawing of the proposed office building and provide the percent masonry for the entire structure exclusive of doors and windows. Black line elevation drawings, with the material percentages have been included. • Please provide elevation, height, material proposed for the covered parking structure. The covered parking structure is now connected to the building. Sheet A3.2 details the height and materials. Photometric • Please provide a photometric plan which meets the requirements of the Zoning Ordinance. A photometric Plan Is included with the submittal. SUPPLEMENTAL COMMENTS Building Inspections • Provide a Building Data Table. A building data table has been included in the building permit application set. • Retaining walls and fences require separate permits. Noted. • All signs will require a separate permit issued to a registered contractor. Noted. Public Works/Engineering • This site is at the top of a bluff and drains down a large slope to a townhome project. Attention should be given to the "Downstream Property Owner's Permission" requirements (Article I, Item 3, paragraph 3.2.8 of Appendix E). After providing a design that meets code the developer will need to provide a letter from the downstream property owner. This letter has been received and accepted by the City. • The Site shows inlets to bubble the water out at the top of the slope. This will cause concentrated discharges on the downstream property and erosion. The final drainage design has been reviewed and accepted by the Public Works department. • At the predevelopment meeting we were shown 2 buildings on this site. If a second building is planned as a separate phase, this should be shown as future on the engineering to allow for appropriate future planning. Click Engineering 325 N Saint Paul St Suite 2850 Dallas, TX 75201 P: 214.871.2302 F: 214.871.8716 Texas Registration: F-10142 The covered parking structure is now connected to the building. Sheet A3.2 details the height and materials. Photometric • Please provide a photometric plan which meets the requirements of the Zoning Ordinance. A photometric Plan Is included with the submittal. SUPPLEMENTAL COMMENTS Building Inspections • Provide a Building Data Table. A building data table has been included in the building permit application set. • Retaining walls and fences require separate permits. Noted. • All signs will require a separate permit issued to a registered contractor. Noted. Public Works/Engineering • This site is at the top of a bluff and drains down a large slope to a townhome project. Attention should be given to the "Downstream Property Owner's Permission" requirements (Article I, Item 3, paragraph 3.2.8 of Appendix E). After providing a design that meets code the developer will need to provide a letter from the downstream property owner. This letter has been received and accepted by the City. • The Site shows inlets to bubble the water out at the top of the slope. This will cause concentrated discharges on the downstream property and erosion. The final drainage design has been reviewed and accepted by the Public Works department. • At the predevelopment meeting we were shown 2 buildings on this site. If a second building is planned as a separate phase, this should be shown as future on the engineering to allow for appropriate future planning. In our original meetings, we presented a concept. At this point, it is unknown if future development will occur and what it will look like, therefore we are only permitting the single building. • The Sanitary sewer manhole is over 20' deep at the connection. There maybe additional requirements when more construction details are provided. The final design has been reviewed and accepted by the Public Works Department. • The Site is at the top of a large hill. The grading does not take advantage of the grades for drainage in the parking areas. Consider that a better grading design could decrease the height of the retaining wall. Noted, we have prepared our design based on the direction of the Client. • A 10' Wide Trail is required like the Apartment complex adjacent to this site. This trail needs to meet all ADA/TAS requirements and be constructed per TXDOT trail standards. Provide appropriate pedestrian access or trail easements. The trail has been provided. Easements will be dedicated through and administrative plat process upon completion of construction of the public elements. • The existing fire hydrant shown in the trail will need to be relocated. The trail has been relocated and the fire hydrants will no longer need to be relocated. • The water line in front of this site is an 18" concrete cylinder pipe transmission main. As discussed in the pre -development meeting we will allow two connections to this line for the purposes of making a water loop to serve the site. The connections will be made by cutting a section of the main and installing a 16" valve and tee to add the required isolation for this site. Fire services more than 50' from the backflow preventer in the building will require a backflow in a vault. The plans have been revised accordingly and the final design has been accepted by the Public Works Department. • Indicate backflow preventer on irrigation meters. Backflow prevention has been indicated on the final design plans that have been accepted by the Public Works Department. • Erosion control shown is minimal. With the steep slopes on the site additional protections will be required during construction to provide the protections required by code. The erosion control measures will be maintained by implementation of the SWPPP through the construction period. 0 Consider Recycling in the size of the dumpster enclosure. IK 4- Click Engineering 325 N Saint Paul St Suite 2850 Dallas, TX 75201 P: 214.871.2302 F: 214.871.8716 Texas Registration: F-10142 In our original meetings, we presented a concept. At this point, it is unknown if future development will occur and what it will look like, therefore we are only permitting the single building. • The Sanitary sewer manhole is over 20' deep at the connection. There maybe additional requirements when more construction details are provided. The final design has been reviewed and accepted by the Public Works Department. • The Site is at the top of a large hill. The grading does not take advantage of the grades for drainage in the parking areas. Consider that a better grading design could decrease the height of the retaining wall. Noted, we have prepared our design based on the direction of the Client. • A 10' Wide Trail is required like the Apartment complex adjacent to this site. This trail needs to meet all ADA/TAS requirements and be constructed per TXDOT trail standards. Provide appropriate pedestrian access or trail easements. The trail has been provided. Easements will be dedicated through and administrative plat process upon completion of construction of the public elements. • The existing fire hydrant shown in the trail will need to be relocated. The trail has been relocated and the fire hydrants will no longer need to be relocated. • The water line in front of this site is an 18" concrete cylinder pipe transmission main. As discussed in the pre -development meeting we will allow two connections to this line for the purposes of making a water loop to serve the site. The connections will be made by cutting a section of the main and installing a 16" valve and tee to add the required isolation for this site. Fire services more than 50' from the backflow preventer in the building will require a backflow in a vault. The plans have been revised accordingly and the final design has been accepted by the Public Works Department. • Indicate backflow preventer on irrigation meters. Backflow prevention has been indicated on the final design plans that have been accepted by the Public Works Department. • Erosion control shown is minimal. With the steep slopes on the site additional protections will be required during construction to provide the protections required by code. The erosion control measures will be maintained by implementation of the SWPPP through the construction period. 0 Consider Recycling in the size of the dumpster enclosure. ` Click Engineering r 325 N Saint Paul St Suite 2850 Dallas, TX 75201 P: 214.871.2302 'T F: 214.871.8716 Texas Registration: F-10142 i"- nc, A dumpster enclosure has been included on the plans per the Clients directioin. Please note the Fire Department contacts. Bryan Parker — Assistant Fire Marshall or Mark Martens - Investigator at 817.410.4400: • Automatic fire sprinkler system shall be provided throughout. • Fire Alarm shall be installed. • Knox box 4400 Series shall be provided. • FDC shall be within 50' of fire lane. • FDC shall be within 50' of fire lane. • FDC shall be within 50' of fire lane. The above notes have been included on the plans. If you have any questions, comments, or need additional information please don't hesitate to contact me. Thank you, Click Engineering, Inc. Matthew A. Cain, P.E. Principal Albert Triplett From: Matt Cain <mcain clickeng.com> Sent: Wednesday, December 20, 2017 9:53 AM To: Albert Triplett Subject: Re: SP17-18 - Kriya Hotels Got it. Thanks. We will get you revised plans back shortly. Matt From: Albert Triplett <atriplett@grapevinetexas.gov> Sent: Wednesday, December 20, 2017 9:46:57 AM To: Matt Cain Subject: RE: SP17-18 - Kriya Hotels Mr. Cain, Please acknowledge your receipt of this email. Please note the following comments. The subject site requires two additional parking spaces for a total of 123 parking spaces. The required parking ratio is five (5) spaces plus one (1) per 300 square feet. Please dimension the proposed sign to the front property line. If the proposed sign illuminated then a note is required on the plan stating that the proposed sign was included in the determination of the illumination levels. What is the percent masonry of the entire structure exclusive of doors and windows? The minimum percentage masonry is 70% Planter islands on the west side of the parking lot and adjacent to the building on the south side require trees. Please add screening shrubs adjacent to the north side of the parking lot. Please label the proposed sign on the landscape plan. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Matt Cain [mailto:mcain clickeng.com] Sent: Monday, December 11, 2017 10:53 AM To: Albert Triplett <atriplett@grapevinetexas.gov> Subject: RE: SP17-18 - Kriya Hotels 1 Albert I am circling back around to make sure we have all of our approvals in order to get going on Kriya Hotels. Last Friday, we received approval on the Civil Engineering Plans and I believe the building permit package is approved as well. Here are the follow up documents for the planning department site plan. I've attached the comment response letter, the site plan package and the photometric plan. I'll follow up with you to make sure everything is received and double check on how we can get this wrapped up as quickly as possible. Please let me know if you get this, due to the file sizes. Thank you, Matthew A. Cain, P.E. 'e f )nq 325 N. Saint Paul Suite 2850 Dallas, Texas 75201 214.871.2302 972.836.6377 (cell) mcain clickeng.com From: Albert Triplett [in ilto.atn lett@ ra evinetexas. ov] Sent: Thursday, July 6, 2017 5:44 PM To: Matt Cain <flm2ca� ickecom>; Roger Sotelo <rsotelo mayseassociates.com> Cc: Bryan K. Parker <tparker@grapevinetexas.gov>; Mark Mertens <mmertens@grapevinetexasgov>; Paul Lee <pjee@grape0netexas.Eov>; Don Dixson <ddLixson@grapevinetexas.gov>; Manda Pancholy <m2anchoIy@grapevinetexas.gov> Subject: Re: SP17-18 - Kriya Hotels Mr. Cain and Mr. Sotelo, attached are the staff comments for SP1 7-18. Please acknowledge your receipt of this email and attachment. Feel free to contact me if you have any questions. Thank you. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 *** External email communication — Please use caution before clicking links and/or opening attachments *** *** ale mail communication — Please use caution before clicking links and/or opening attachments *** Albert Triplett From: Matt Cain <mcain clickeng.com> Sent: Tuesday, December 19, 2017 10:17 AM To: Albert Triplett Subject: Re[2]: SP17-18 - Kriya Hotels Albert, I left a message, but wanted to follow up via email as well. Give me a call when you have a minute if you would in regards to this project. The contractor has scheduled a pre -con tomorrow with the engineering and building departments and I just want to make sure everything is in order. Please call my cell. 972-836-6377. Thank you, Matthew A. Cain, P.E. 325 N. Saint Paul Suite 2850 Dallas, Texas 75201 214.871.2302 972.836.6377 (cell) mcain clickeng.com ------ Original Message ------ From: "Albert Triplett" <atriplett@rapevinetexas.ov> To: "Matt Cain" <mcain( clickenR.com> Sent: 12/12/2017 4:19:24 PM Subject: RE: SP17-18 - Kriya Hotels Mr. Cain, I have received your email and attachment. I will review and contact you. Thank you. Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Matt Cain [mailto:rracain clieken .com] Sent: Monday, December 11, 2017 10:53 AM To: Albert Triplett <atriplett@grapevinetexas.ov> Subject: RE: SP17-18 - Kriya Hotels Albert, I am circling back around to make sure we have all of our approvals in order to get going on Kriya Hotels. Last Friday, we received approval on the Civil Engineering Plans and I believe the building permit package is approved as well. Here are the follow up documents for the planning department site plan. I've attached the comment response letter, the site plan package and the photometric plan. I'll follow up with you to make sure everything is received and double check on how we can get this wrapped up as quickly as possible. Please let me know if you get this, due to the file sizes. Thank you, Matthew A. Cain, P.E. 325 N. Saint Paul Suite 2850 Dallas, Texas 75201 214.871.2302 972.836.6377 (cell) mcain clickeng.com From: Albert Triplett [m ilto-atri �Iett�raevin�etexas�.ovl Sent: Thursday, July 6, 2017 5:44 PM To: Matt Cain <mcaim, clickenc.cn->; Roger Sotelo < Cc: Bryan K. Parker <bparker@grapevinetexas.gop; Mark Mertens <mmertens@grapevinetexas.gop; Paul Lee <ptee@gra2evinetexas.gov>; Don Dixson <0d[�ixson �raev�inetexas.ov>; Manda Pancholy <mpancho_1y@grapevmetexas,gov> Subject: Re: SP17-18 - Kriya Hotels Mr. Cain and Mr. Sotelo, attached are the staff comments for SP1 7-18. Please acknowledge your receipt of this email and attachment. Feel free to contact me if you have any questions. Thank you. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 * * * External email communication — Please use caution before clicking links and/or opening attachments * * * *** External email communication – Please use caution before clicking links and/or opening attachments *** 0 Albert Triplett To: Karen Pendleton; Matthew Cain Subject: RE: 2451 Grapevine Mills Cir (Kriya Office) Ms. Pendleton, I have received the revisions for the SP17-18—Kriya Hotels. Thank you. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Karen Pendleton [mailto:kpendleton clickeng.com] Sent: Thursday, January 11, 2018 10:44 AM To: Albert Triplett <atriplett@grapevinetexas.gov>; Matthew Cain <mcain clickeng.com> Subject: RE: 2451 Grapevine Mills Cir (Kriya Office) Connie Cooke signed at 10:25am Karen Pendleton CH(K ENGINFEMNG P: 214-871-2302 www.clickene.com From: Albert Triplett Sent: Wednesday, January 10, 2018 5:44 PM To: Matt Cain <Mmcai clicke Cc: Karen Pendleton Subject: RE: 2451 Grapevine Mills Cir (Kriya Office) Thank you Mr. Cain. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Matt Cain LT Sent: Wednesday, January 10, 2018 5:42 PM To: Albert Triplett <qjfjplettC��rapevinetexas.Rov> Cc: Karen Pendleton <kRendIeton c[ickenF-c0rn> Subject: RE: 2451 Grapevine Mills Cir (Kriya Office) Albert, Thanks for the follow up. The plans have been printed and will be delivered to your office tomorrow. Thank you, Matt From: Albert Triplett [rn HqLIr toatri lett a evinetexas.gov] p .. Sent: Wednesday, January 10, 2018 5:05 PM To: Don Dixson <pdgd!'x�(@Ig�raevin�etexa Cc: Matt Cain < Subject: RE: 2451 Grapevine Mills Cir Don, after further review, that last thing I need are the full size copies of the plans. I spoke to Mr. Cain today and he will send the full size copies today. Thank you. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 From: Don Dixson Sent: Wednesday, January 10, 2018 12:45 PM To: Albert Triplett <atriplett @graRevinetexas.gov> Subject: 2451 Grapevine Mills Cir Albert, can you tell me what is lacking on this site plan. I know we had worked out the parking cover, but was unaware there were other outstanding items. Thanks. Don Dixson, CBO Assistant Building Official Grapevine Development Services 200 S Main St Grapevine Texas 76051 817-410-3129 817-454-1966 *** External email communication — Please use caution before clicking links and/or opening attachments *** *** External email communication — Please use caution before clicking links and/or opening attachments *** 2 ¢61 lloxfAmip BOUNDARY / P — — EASEMENT LINE BUILDING SETBI FL PROPOSED FIRE SUMMARYPROJECT J w SANDY LAKE RD LINE LOT ?X, BLOCK 1 KRIYA HOTELS OFFICE BUILDING LINKSIDE A T GRAPEI/1NE LOT 3, BLOCK 1 OF LANDMARK AT GRAPVINE CAR: A, SL. 11528 GRAPEVINE, TX SITE ADDRESS: 2451 GRAPEVINE MILLS N. BOULEVARD, LINKSII E AT GRAPE KNE GRAPEVINE, TEXAS COMMUNITY, //VC. g^� ZONING ilF 1/VST, NQ. D208285295 R - TH \ ? 177 :k J � U REQUIRED PROVIDED Lu — __ — __ — — -_ — — — __ _.._ __ -' — —— — _._ — —..` __ __ — __. _._ — — — —._ N31 °15'07" E TOTAL BUILDING AREA: .�41.J1' 1R, BLOCK 1 i ui ti ZONING -` _ 50 FEET (WITH 4' PARAPET) 50 FEET (WITH 4' PARAPET) \ R -TSI 10 1 BUILDING STORIES 2-25' STORIES 2-25' STORIES CROSS CREEK, LP - Of VO 92IJ420124 -5A 406 i� It IMPERVIOUS SURFACE LL - 5 6.02 OPEN SPACE 34,022 SF (207 MIN, LOT) 109,257 SF (64% LOT) MING PROPOSED RETAPNING WALL c' f"EV •- sh`� - - �,'�M T o z 115298 FRONT YARD: 25 FEET 25 FEET \ � .` Ag QCoag - c'v S t '� P OP SED COVERED o o PARKING STRUCTURE 0 -n t ; 1 0. PROPOSED 00, I 1 5. DUMPSTER Q REFER TO ARCH. PLANS - PROPOSED RETAINING WALL -` i i _ LOT 3 170,110 SQ.FT. 3,91 ACRES 4 ENCLOSURE I 4 LOT 1X BLOCK 1 �# 1o5.31' w - PROPOSED 71,50' DETENTION POND LINKSIDf- A T GRAPEWNE SHALL BE INCREASED TO TWO (2) TIMES THE BUILDING HEIGHT 5.00` CAB. A, SL. 11528 00. T LIlVKS1fJE AT GRAPEWNE ` PROPOSED BUILDING PROPOSED RETAINING WALL FF 546.50 CORMUNITY, INC BUILDING = INST. NO. D208286295 0. UFFER O.1t,J ------ PROPOSED ENTRY CANOPY �...--- 101.91' a 00 ZONING I t _ - 10.00 5.00' — — — - --- — — _ —— — ___ _ _ — _ __..__.._ —__-------- cy Ln R - T I-- 33.00'_ I _ I I I - - - - - 10.00' I u'• I ...I I-cu I } 4 10 LF WATER EASEMENT I ICA ---- J-'--- 1O'UTfLfTYESMT. CAB. A, SL. ??528 ® (¢� n o ' 1 `� VAN `i r - FL'-... FL Fl— —FL— 1. Fl —. L— FL — —FL FL_.... 18.00, g' 9.00 (TYP.) 91 Ila 91 (TYP) (TYP) W, 06 W.E. TYf? ® () 9.40' (TYP.) L— _ FL --^-FL 'FL— FL - - - - - - —= o® 8 ® 8 SL ?Q1 6 O _- _- ----------------------- ------------- -\--PROPOSED PROPOSED $IGN ow ° O 6Q� L�9RI�I.G�QS RIVER VE ELECTRIC ESt9T. VOL. 6421, PC 813 IDOL. 70062, PG, 2147 -e- (P) —F FL FL — _F — - - - - --- — - _ ------ 8 ..__.. -. - - - - - - - - -_ -- - __----- c' o - ----- -- �\ ¢61 lloxfAmip BOUNDARY / P — — EASEMENT LINE BUILDING SETBI FL PROPOSED FIRE SUMMARYPROJECT J w SANDY LAKE RD LINE PARKING SUMMARY REQUIRED PARKING (5, PLUS 1 STALL PER 300 BLDG. Std. FT.) = 123 SPACES PROVIDED PARKING = 123 SPACES REQUIRED ACCESSIBLE SPACES = 5 SPACES (INCLUDING', 1 VAN) PROVIDED ACCESSIBLE SPACES = 6 SPACES (INCLUDING' 1 VAN) TuDOT STANDARDS 10 WIDE SIDEWALK WEST�,...,,�/.i �".l r./ E "'r 4 i. j %.,,i �/ % i .�,,,r ...! ,..,..1 ... ,.. /.,.,•,d/„/. NOTES SITE PLAN CITY OF GRAPEVI 1. ALL DIMENSIONS ARE TO PROPERTY LINE, EASEMENT UNE, BUILDING FACE, OR FACE OF CURB UNLESS NOTED OTHERWISE, 03 APPROVED ARCHITECTURAL PLANS FOR "EXACT BUILDING DIMENSIONS. 2, REFER TOA r, { 3. MINIMUM REQUIRED DISTANCE BETWEEN PRINCIPAL STRUCTURES AND ACCESSORY �APPROVAL DOES NOT AUTHORIZE ; STRUCTURES IS NO LESS THAN 40 FEET. PLEASE REVISE AS NECESSARY. I I�.a� ` k� � <'� #� �¢ � i7VC? IN CONFLICT 'I'II _,.. ANY CODE OR ORDINANCES 4. MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING AIR CONDITIONING UNITS, SHALL ay - BE DESIGNED, INSTALLED AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTIES, ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. 5. LIGHTING SHALL BE DESIGNED TO REFLECT AWAY FROM ADJACENT RESIDENTIAL AREAS. I SPL 6. THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET. 7. ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 8. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET. 9, ALL RETAINING WALLS, FENCES AND SIGNS REQUIRE A SEPARATE PERMIT. SHEET: 1 OF 7 10. ILLUMINATION LEVELS AT THE PROPERTY LINE SHALL CONFORM TO SECTION 55.A.5 -"LIGHTING” OF THE ZONING ORDINANCE AND SPECIFICALLY SHALL NOT EXCEED DEVELOPMENT THREE (3) FOOTCANDLES AT THE FRONT PROPERTY LINE, INCLUDING ANY SERVICJIaS LIGHTING/ILLUMINATION FOR SIGNS. CASE NUMBER SP17-18 PROJECT NAME: KRIYA HOTELS OFFICE BUILDING LEGAL DESCRIPTION: LOT 3, BLOCK 1 OF LANDMARK AT GRAPVINE GRAPEVINE, TX SITE ADDRESS: 2451 GRAPEVINE MILLS N. BOULEVARD, GRAPEVINE, TEXAS ZONING: COMMUNITY COMMERCIAL (CC) ilF PROPOSED USE: PROFESSIONAL OFFICE 177 :k J � U REQUIRED PROVIDED Lu GROSS LOT AREA: 0.69 ACRES (MIN.) 3.91 ACRES PROPOSED BUILDING FOOTPRINT: N/A 8,588 SQ. FT. TOTAL BUILDING AREA: 102,066 SF (60% MAX. LOT) 35,487 SQ.FT. (21% LOT) 1R, BLOCK 1 H 0 ui RUN A©©177ON BUILDING HEIGHT: 50 FEET (WITH 4' PARAPET) 50 FEET (WITH 4' PARAPET) A, SL. 6389 10 1 BUILDING STORIES 2-25' STORIES 2-25' STORIES CROSS CREEK, LP - VO 92IJ420124 FLOOR AREA RATIO: 0.60 0.208 IMPERVIOUS SURFACE 136,488 SF (8O% LOT MAX.)' 64,853 SF (36% LOT) OPEN SPACE 34,022 SF (207 MIN, LOT) 109,257 SF (64% LOT) MING MF -2 FRONT YARD LANDSCAPING 5% MIN. LOT 5% LOT FRONT YARD: 25 FEET 25 FEET SIDE YARD: 20 FEET* 20 FEET* REAR YARD: 25 FEET* 25 FEET* *WHENEVER A SIDE OR REAR YARD IS ADJACENT TO ANY RESIDENTIAL AREA, THE SIDE OR REAR YARD, WHATEVER THE CASE MAY BE, SHALL BE INCREASED TO TWO (2) TIMES THE BUILDING HEIGHT PARKING SUMMARY REQUIRED PARKING (5, PLUS 1 STALL PER 300 BLDG. Std. FT.) = 123 SPACES PROVIDED PARKING = 123 SPACES REQUIRED ACCESSIBLE SPACES = 5 SPACES (INCLUDING', 1 VAN) PROVIDED ACCESSIBLE SPACES = 6 SPACES (INCLUDING' 1 VAN) TuDOT STANDARDS 10 WIDE SIDEWALK WEST�,...,,�/.i �".l r./ E "'r 4 i. j %.,,i �/ % i .�,,,r ...! ,..,..1 ... ,.. /.,.,•,d/„/. NOTES SITE PLAN CITY OF GRAPEVI 1. ALL DIMENSIONS ARE TO PROPERTY LINE, EASEMENT UNE, BUILDING FACE, OR FACE OF CURB UNLESS NOTED OTHERWISE, 03 APPROVED ARCHITECTURAL PLANS FOR "EXACT BUILDING DIMENSIONS. 2, REFER TOA r, { 3. MINIMUM REQUIRED DISTANCE BETWEEN PRINCIPAL STRUCTURES AND ACCESSORY �APPROVAL DOES NOT AUTHORIZE ; STRUCTURES IS NO LESS THAN 40 FEET. PLEASE REVISE AS NECESSARY. I I�.a� ` k� � <'� #� �¢ � i7VC? IN CONFLICT 'I'II _,.. ANY CODE OR ORDINANCES 4. MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING AIR CONDITIONING UNITS, SHALL ay - BE DESIGNED, INSTALLED AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTIES, ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. 5. LIGHTING SHALL BE DESIGNED TO REFLECT AWAY FROM ADJACENT RESIDENTIAL AREAS. I SPL 6. THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET. 7. ALL ON SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 8. ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET. 9, ALL RETAINING WALLS, FENCES AND SIGNS REQUIRE A SEPARATE PERMIT. SHEET: 1 OF 7 10. ILLUMINATION LEVELS AT THE PROPERTY LINE SHALL CONFORM TO SECTION 55.A.5 -"LIGHTING” OF THE ZONING ORDINANCE AND SPECIFICALLY SHALL NOT EXCEED DEVELOPMENT THREE (3) FOOTCANDLES AT THE FRONT PROPERTY LINE, INCLUDING ANY SERVICJIaS LIGHTING/ILLUMINATION FOR SIGNS. CASE NUMBER SP17-18 r� c- �a cN ilF 0 177 :k J � U u_ o Lu C', w �a U000 H 0 ui co a L r� c- �a , ilF 177 :k a r w �a c- �a GO rA v w �a w 10 1 SI EET NO. OF - A, 1d , �20 Atil 112WIVAKWIS—N-0 "W+zRioliffilp as($) W,/V//, Performance Characteristics: Waterproof, lightweight, scratch resistant, flame resistant, UV resistant, resistant to bending, freeze -thaw resistant, easyto clean, 100% natural materials 19N 1r1n MACILI �1CURVED)It- 1r TO MATCH( (g) El FS OVER CMU I 1" REVEAL , COVERED PARKING STRUCTURE 4_� ENLARGED 51DE ELEVATION - DUMP5TER f' -O" CURVED STUCCO WASH— TO MATCH (ED PAINTED METAL PANELS TO MATCH (—E -I') , ATTACHED TO METAL RADE (gEc)EIFS CLADDING OVER CMU BLOCK Is PIVOTING GATE LATCHES FABRICATED FROM 1/2" DIA. STL. RODS (TYP.) MR MM /,`�3 ENLARGED fRONT EL-EVATION - DUMP5TER 5CALff: 1/4" = P-0" W la I SOUTH BUILDING ELEVATION A3,0 1/8" = V-0" A3.0 1/8" = V-0" Nil A EXTERIOP, ELEV. GENERAL NOTES 1 ALL MATERIALS END ON INSIDE CORNER UNLESS NOTED OTHERWISE 2. STUCCO CONTROL JOINTS & REVEALPATTERNS SHALL BE RETURNED 10 INSIDE CORNERS AT FACES NOT SHOWN. VERIFY WITH ARCHITECT 3. REFER TO ELECTRICAL FOR EXTERIOR WALLL MOUNTED FIXTURES 4. ALL STONE VENEER WALLS TO HAVE CONTROL JOINTS AT ALL INSIDE CORNERS AND AT MINIMUM OF 75 FT. 5. ALIGN WINDOWS AT HEAD ACROSS BUILDING (TYP.) EXTERIOR. FIN15H LEGEND F7 e) EIFS, -GREY 1 /J( r 77-771 :ED_2 EIFS-GREY 2 [�(:NDNEOLITH (SEE DESCRIPTION) 12"X48" PANELS JUXTAPOSED IN CUSTOM TILE PATTERN -ARCTIC WHITE" - WHITE (50%) PERLA"- LIGHT GREY (25%) - -LAVA"- MEDIUM GREY (15%� -'"BASALT BLACK" - DARK GREY(l 0%) TP TRANSLUCENT TRANSLUCENT PANELS (2) LAYERS POLYCARBONATE, TRANSLUCENT PANELS IN ALUMINUM FRAME, TO BE FLUSH WITH STOREFRONT GLASS SYSTEM CFDG FROSTED GLASS (SG) STOREFRONT GLASS ELEVATION KEYNOTf5 > SIGN PER BRAND REQUIREMENTS AND CITY ORDINANCE. SIGN SEPARATE PERMIT HOLLOW METAL DOOR & FRAME AS PER EIFS I — GREY1 SCHEDULE AUTOMATIC ENTRANCE DOOR [4> CURTAIN WALL, TYPICAL AND FROSTED EIFS 2 — GREY2 GLAZING. REFER TO A6.1 FOR DIMENSIONS AND WINDOW SCHEDULE CONTROL JOINTS (TYP.), REFER DETAIL 5/A9.2 STOREFRONT DOOR, REFER A6.0 FOR DOOR SCHEDULE TRANS. PAN E_L_ STOREFRONT WINDOW, REFER A6.1 FOR WINDOW SCHEDULE METAL COPING, COLOR TO MATCH SOUTH BUILDING ELEVATION A3,0 1/8" = V-0" A3.0 1/8" = V-0" Nil A EXTERIOP, ELEV. GENERAL NOTES 1 ALL MATERIALS END ON INSIDE CORNER UNLESS NOTED OTHERWISE 2. STUCCO CONTROL JOINTS & REVEALPATTERNS SHALL BE RETURNED 10 INSIDE CORNERS AT FACES NOT SHOWN. VERIFY WITH ARCHITECT 3. REFER TO ELECTRICAL FOR EXTERIOR WALLL MOUNTED FIXTURES 4. ALL STONE VENEER WALLS TO HAVE CONTROL JOINTS AT ALL INSIDE CORNERS AND AT MINIMUM OF 75 FT. 5. ALIGN WINDOWS AT HEAD ACROSS BUILDING (TYP.) EXTERIOR. FIN15H LEGEND F7 e) EIFS, -GREY 1 /J( r 77-771 :ED_2 EIFS-GREY 2 [�(:NDNEOLITH (SEE DESCRIPTION) 12"X48" PANELS JUXTAPOSED IN CUSTOM TILE PATTERN -ARCTIC WHITE" - WHITE (50%) PERLA"- LIGHT GREY (25%) - -LAVA"- MEDIUM GREY (15%� -'"BASALT BLACK" - DARK GREY(l 0%) TP TRANSLUCENT TRANSLUCENT PANELS (2) LAYERS POLYCARBONATE, TRANSLUCENT PANELS IN ALUMINUM FRAME, TO BE FLUSH WITH STOREFRONT GLASS SYSTEM CFDG FROSTED GLASS (SG) STOREFRONT GLASS ELEVATION KEYNOTf5 > SIGN PER BRAND REQUIREMENTS AND CITY ORDINANCE. SIGN SEPARATE PERMIT HOLLOW METAL DOOR & FRAME AS PER SCHEDULE AUTOMATIC ENTRANCE DOOR [4> CURTAIN WALL, TYPICAL AND FROSTED GLAZING. REFER TO A6.1 FOR DIMENSIONS AND WINDOW SCHEDULE CONTROL JOINTS (TYP.), REFER DETAIL 5/A9.2 STOREFRONT DOOR, REFER A6.0 FOR DOOR SCHEDULE STOREFRONT WINDOW, REFER A6.1 FOR WINDOW SCHEDULE METAL COPING, COLOR TO MATCH ADJACENT WALL, REFER DEAIL 2/A9.2A ENTRY CANOPY, REFER TO X/AX.X 10 METAL RAILING, REFER TO SHEET A9,2A AND SPECS. 11 EXPANSION JOINT PER DIV. 9 SPECS AT LARGE FORMAT TILE, 12' MAX 12 EXPANSION JOINT @ EIFS PER 1/A9.2A AT FLOOR LINE (TYP.) 13 ROOF HATCH GUARDRAIL PER SPECS 14 ROOFTOP EQUIPMENT SCREENS PER SPECS. CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODE OR ORDINANCES PLANWR 2 5 DATE SHEET: 2 OF 7 DEPARTMENT OF DEVELOPMENT SERVICES CASE 1' UM13ER SP17-18 CD A ?F� 0 F 10-13-17 ....... ...... 711- til s.SRmt Fz9 MpMd�, aPW 2=_r1ved:ri gp)i tz, incl .in -the cap,4rigiit, NEOLITH PANELS, DESCRIPTION - "Sintered Compact Surface" NEOLITHO is an extreme evolution and more durable than the traditional "ceramics" or "porcelain" products on the market, Composition: 100% natural elements: 1) Granite Minerals: Quartz and Feldspar that give hardness and strength to the product. 2) Glass Minerals and Silica that give chemical stability. 3) Natural oxides that give chromatic properties. Production Process - "Sintering" and Technology: The Sintering Technology developed to create NEOLITHO replicates the natural stone creation process that takes thousands of years in a matter of hours. It exposes th raw materials described above to extremely high pressure and temperature. During the 1 st phase, the raw materials go through the pressing machinery where a pressure of +5800 PSI is applied. In a second phase, the slab goes through an oven with temperatures reaching more than 2200 F. This process of ultra -compaction gives birth to a full-body surface with unique technical features. Applications: Thanks to the format and phyS1CaI nd mechanical characteristics, thlS type of product is ideal for limitless indoor and outdoor applications in the commercial and I NORM residential area: floors, wall cladding, exterior fagades, countertops, furniture et al. Performance Characteristics: starproof, lightweight, scratch resistant, flame resistant, UV resistant, resistant to bending, freeze thaw resistant, easy to clean, 100% natural materials CHANNEL LETTER, Cf) ca TYP. LO 12 LO P 0 EAST BUILDING ELEVATION A3.1 1/8" = V-0" 10 k 41 :7FJ 44. it .......... .. EIFS 1 - GREY1 25 ra E I FS ®�'�:. ul� ................ P 0 EAST BUILDING ELEVATION A3.1 1/8" = V-0" 10 k :7FJ YP. TYP. ... ...... 14 M"s JfLfJAQ� "NEOLITH" CLADDING DESIGN PATTERN WITH PROVIDED PERCENTAGES FISTED IN LEGEND IN FINAL DEVELOPMENT YP. TYP. ... ...... it .......... .. EIFS 1 - GREY1 25 E I FS ®�'�:. 4'- 0 1/2'-— TRANS. PANEL ................... - E-1 "NEOLITH" CLADDING DESIGN PATTERN WITH PROVIDED PERCENTAGES FISTED IN LEGEND IN FINAL DEVELOPMENT WES T BUILDING ELEVATION COVERED PARKING STRUCTURE \—<7 A3.1 1/8" = V-0" —T.O.P, 154'- &_�- ___RC?OF 150'- 0" Level 4 13f - 63 Level 3 - 125'- 0 Level 2 12 EXTERIOR ELEV. GENERAL NOTE 1. ALL MATERIALS END ON INSIDE CORNER UNLESS NOTED OTHERWISE 2, STUCCO CONTROL JOINTS & REVEALPATTERNS SHALL BE RETURNED TO INSIDE CORNERS AT FACES NOT SHOWN. VERIFY WITH ARCHITECT 3, REFER TO ELECTRICAL FOR EXTERIOR WALLL MOULTED FIXTURES 4. ALL STONE VENEER WALLS TO HAVE CONTROL JOINTS AT ALL INSIDE CORNERS AND AT MINIMUM OF 75 FT. 5. ALIGN WINDOWS AT HEAD ACROSS BUILDING (TYP.) EXTERIOR fIN15H LEGEND (ED1 EIFS - GREY 1 EIFS -GREY 2 O NEOLITH (SEE DESCRIPTION) 12"X48" PANELS JUXTAPOSED IN CUSTOM TILE PATTERN - "ARCTIC WHITE" - WHITE - IPERLA" - LIGHT GREY - "LAVA" - MEDIUM GREY C - "BASALT BLACK" - DARK GREY(l TP TRANSLUCENT PANELS (2) LAYERS POLYCARBONATE, TRANSLUCENT PANELS IN ALUMINUM FRAME, TO BE FLUSH WITH STOREFRONT GLASS SYS7 FG FROSTED GLASS SG STOREFRONT GLASS ELEVATION KEYNOTES SIGN PER BRAND REQUIREMENTS AND CITY ORDINANCE. SIGN SEPARATE PERMIT HOLLOW METAL DOOR & FRAME AS PER SCHEDULE AUTOMATIC ENTRANCE DOOR CURTAIN WALL, TYPICAL AND FROSTED GLAZING. REFER TO A61 FOR DIMENSIONS AND WINDOW SCHEDULE CONTROL JOINTS (TYP.), REFER DETAIL 5/A9.2 STOREFRONT DOOR, REFER A6.0 FOR DOOR SCHEDULE STOREFRONT WINDOW, REFER A6.1 FOR WINDOW SCHEDULE METAL COPING, COLOR TO MATCH ADJACENT WALL, REFER DEAIL 2/A9.2A ENTRY CANOPY, REFER TO X/AX.X 10 METAL RAILING, REFER TO SHEET A9.2P AND SPECS. EXPANSION JOINT PER DIV. 9 SPECS AT LARGE FORMAT TILE, 12' MAX EXPANSION JOINT @ EIFS PER 11A9.2A AT FLOOR LINE (TYP.) ROOF HATCH GUARDRAIL PER SPECS 14 ROOFTOP EGiUIPMENT SCREENS PER CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE eve fl 2' - 6" DA SHEET: 3 OF 7 DEPARTMENT OF DEVELOPMENT SERVICES CASE NUMBER SP17-18 .......... M"SE c 1-a BRED AyC, OF 10-13-17 r61'z a-14 04;rtm sf "It zwm the '0 im, no*,�'�rved ............. ­ --- --- YP. TYP. ... ...... 25 . . . . . . . . . . . . . . . . . . . . . ff I a 4'- 0 1/2'-— E-1 00 60�2 TP SG 10 TYP. ><ca L! 11 Kc) KZ0 < <7T E-2 co tD < zo zo •< &D VL 1 WES T BUILDING ELEVATION COVERED PARKING STRUCTURE \—<7 A3.1 1/8" = V-0" —T.O.P, 154'- &_�- ___RC?OF 150'- 0" Level 4 13f - 63 Level 3 - 125'- 0 Level 2 12 EXTERIOR ELEV. GENERAL NOTE 1. ALL MATERIALS END ON INSIDE CORNER UNLESS NOTED OTHERWISE 2, STUCCO CONTROL JOINTS & REVEALPATTERNS SHALL BE RETURNED TO INSIDE CORNERS AT FACES NOT SHOWN. VERIFY WITH ARCHITECT 3, REFER TO ELECTRICAL FOR EXTERIOR WALLL MOULTED FIXTURES 4. ALL STONE VENEER WALLS TO HAVE CONTROL JOINTS AT ALL INSIDE CORNERS AND AT MINIMUM OF 75 FT. 5. ALIGN WINDOWS AT HEAD ACROSS BUILDING (TYP.) EXTERIOR fIN15H LEGEND (ED1 EIFS - GREY 1 EIFS -GREY 2 O NEOLITH (SEE DESCRIPTION) 12"X48" PANELS JUXTAPOSED IN CUSTOM TILE PATTERN - "ARCTIC WHITE" - WHITE - IPERLA" - LIGHT GREY - "LAVA" - MEDIUM GREY C - "BASALT BLACK" - DARK GREY(l TP TRANSLUCENT PANELS (2) LAYERS POLYCARBONATE, TRANSLUCENT PANELS IN ALUMINUM FRAME, TO BE FLUSH WITH STOREFRONT GLASS SYS7 FG FROSTED GLASS SG STOREFRONT GLASS ELEVATION KEYNOTES SIGN PER BRAND REQUIREMENTS AND CITY ORDINANCE. SIGN SEPARATE PERMIT HOLLOW METAL DOOR & FRAME AS PER SCHEDULE AUTOMATIC ENTRANCE DOOR CURTAIN WALL, TYPICAL AND FROSTED GLAZING. REFER TO A61 FOR DIMENSIONS AND WINDOW SCHEDULE CONTROL JOINTS (TYP.), REFER DETAIL 5/A9.2 STOREFRONT DOOR, REFER A6.0 FOR DOOR SCHEDULE STOREFRONT WINDOW, REFER A6.1 FOR WINDOW SCHEDULE METAL COPING, COLOR TO MATCH ADJACENT WALL, REFER DEAIL 2/A9.2A ENTRY CANOPY, REFER TO X/AX.X 10 METAL RAILING, REFER TO SHEET A9.2P AND SPECS. EXPANSION JOINT PER DIV. 9 SPECS AT LARGE FORMAT TILE, 12' MAX EXPANSION JOINT @ EIFS PER 11A9.2A AT FLOOR LINE (TYP.) ROOF HATCH GUARDRAIL PER SPECS 14 ROOFTOP EGiUIPMENT SCREENS PER CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE eve fl 2' - 6" DA SHEET: 3 OF 7 DEPARTMENT OF DEVELOPMENT SERVICES CASE NUMBER SP17-18 .......... M"SE c 1-a BRED AyC, OF 10-13-17 r61'z a-14 04;rtm sf "It zwm the '0 im, no*,�'�rved ............. ­ --- --- | ||DETAIL SECTION - COVERED PARKING ....... ........... .. ��I ............... ---- -------------------------------- --------------------- -- .. ........ ..... I ............. mm 1111 LOW :1 BUILDING LINE SLOPE om 2"STANDING SEAM STYLIZED GUTTER T0ROUTE WATER AWAY FROM PATH 8EL0VY -``--' HSS3X6TUBE STEEL8RiDERS FYTFRI0RFDE/. GENERAL NOTF5 1. ALL MATERIALS END 8NINSIDE CORNER UNLESS NOTED OTHERWISE � 2. STUCCO CONTROL JOINTS & REYEALPATTERNBSHALL BERETURNED � TOINSIDE CORNERS ATFACES NOT � SHOWN. VERIFY WITH ARCHITECT � 3. REFER T0ELECTRICAL FOR EXTERIOR | VYALLLMOUNTED FIXTURES | 4. ALL STONE VENEER WALLS TOHAVE CONTROL JOINTS ATALL INSIDE CORNERS | AND ATMINIMUM 0F75FT � | 5. ALIGN WINDOWS AJHEAD ACROSSBUILDING (TYP.) !| TONGUE & GROOVE WOODCEILING ABOVE TUBES(STANDING SEAM ATOP)PREFINISHEDHSS12X6 TUBE60STEEL POSTSDECORATIVE GUTTERPREFINISHEDBY SPECIALTY CONTR e- IrENTRY COVER BY SPECIALTYCONTRACTOR ALSO DOINGCOVERED PARKING STRUCTURELevel "N'i 41 1ENTRY CANOPY ' � � LQ 10-13-17 DA SHEET: 4 OF 7 ` / SERVICES / CASE NUMBER SP17-18 � mur., =1 TRANS. P NEL a Eliot! 4 MO. 1111 LOW :1 BUILDING LINE SLOPE om 2"STANDING SEAM STYLIZED GUTTER T0ROUTE WATER AWAY FROM PATH 8EL0VY -``--' HSS3X6TUBE STEEL8RiDERS FYTFRI0RFDE/. GENERAL NOTF5 1. ALL MATERIALS END 8NINSIDE CORNER UNLESS NOTED OTHERWISE � 2. STUCCO CONTROL JOINTS & REYEALPATTERNBSHALL BERETURNED � TOINSIDE CORNERS ATFACES NOT � SHOWN. VERIFY WITH ARCHITECT � 3. REFER T0ELECTRICAL FOR EXTERIOR | VYALLLMOUNTED FIXTURES | 4. ALL STONE VENEER WALLS TOHAVE CONTROL JOINTS ATALL INSIDE CORNERS | AND ATMINIMUM 0F75FT � | 5. ALIGN WINDOWS AJHEAD ACROSSBUILDING (TYP.) !| TONGUE & GROOVE WOODCEILING ABOVE TUBES(STANDING SEAM ATOP)PREFINISHEDHSS12X6 TUBE60STEEL POSTSDECORATIVE GUTTERPREFINISHEDBY SPECIALTY CONTR e- IrENTRY COVER BY SPECIALTYCONTRACTOR ALSO DOINGCOVERED PARKING STRUCTURELevel "N'i 41 1ENTRY CANOPY ' � � LQ 10-13-17 DA SHEET: 4 OF 7 ` / SERVICES / CASE NUMBER SP17-18 � w , ROOT PROTECTION _ ZONE (RPZ) 0 8" MULCH UNDER DRIP LINE AS MINIMAL PROTECTION FOR ROG FROM CONSTRUCTION ACTIVITIE NOTE: WRAP TREE TRUNK WITH 2 X 4 STUDS AND ROPE OR BAND IN-PLACE AS NEEDED TO PROECT TREES IN WORK AREAS j NOT TO SCALE - Gt r �.A..}k `! rlvfii��K, vr iirV\/` \r 1!� r_ ♦ f"'°\ L.., r I\,ylj\Ijy�: . (` � 1� �, �< �,- �, a .,- �t.��� � ��;+Xv � 5 Y L ,<,_ \�•!; , ,�31,. �. 31,4 "Alf 0131f "r+" "C" "B" ABSORBING ROOTS A" REMOVE BULKY TREE PARTS "SHRED" ANDIFOR HAUL SEPARATELY. "B" BEGIN EXCAVATION APPROX. 8' FRONT THE TRUNK - CUT THRU ANCHOR ROOTS AT AN ANGLE - S TO 4' DEEP "C" USING TREE TRUNK AS A LEVER PUSH AT POINT "E" TO REMOVE TREE BOLE AND LARGE FEEDER ROOTS (4" TO 10" IN DIAM.) "D" BACKFILL HOLE AND CLEAN UP. ) NOT TO SCALE I 0 15 30 60 EXISTING TREE LEGEND EXISTING TREE TO REMAIN f EXISTING TREE / TO BE REMOVED TREE PROTECTION FENCING TO REMAIN DURING CONSTRUCTION REFER TO O11L 9.00 ROV ADD177ON ,A, &. 83389 CRO CREEK, LP VOL D213420124 EXPOSED ROOTS TO BE CLEAN-CUT CLEANING ALL'FRAYED' EDGES. WATER THOUROUGHLY PRIOR TO BACKFILLING WITH CLEAN TOPSOIL HAND DUG TRENCH o ROOT PRUNING DETAIL N.T.S. TREE W0. TREE TYPE CALIPER TREE TO REMAIN TREE TO BE REMOVED 1 OAK 8 8 2 OAK 8 8 3 OAK 36 36 4 OAK 12 12 5 OAK 15 15 EXEMPT BUILDABLE AREA 6 OAK 16 16 7 OAK 15 15 8 OAK 15 15 9 OAK 24 24 EXEMPT BUILDABLE AREA 10 OAK 1S 15 11 OAK 10 10 12 OAK 24 24 EXEMPT BUILDABLE AREA 13 OAK 113 la 14 OAK 21 24 15 OAK 18 18 16 OAK 20 2fl 18 OAK 10 10 18 OAK 3fJ 3a 13 OAK 10 10 20 OAK 18 18 21 OAK 10 10 EXEMPT BUILDABLE AREA 22 OAK 20 20 EXEMPT BUILDABLE AREA 23 OAK 10 10 24 OAK 13 18 25 OAK 20 20 26 OAK 24 24 27 OAK 24 24 EXEMPT BUILDABLE AREA 28 OAK 24 24 EXEMPT BUILDABLE AREA 29 OAK 20 20 EXEMPT BUILDABLE AREA 30 OAK 30 30 EXEMPT BUILDABLE AREA 31 OAK 24 24 EXEMPT BUILDABLE AREA 32 OAK 20 20 EXEMPT BUILDABLE AREA 33 OAK 20 20 EXEMPT BUILDABLE AREA 34 OAK 10 10 -------------- EXEMPT BUILDABLE AREA 35 OAK 18 18 EXEMPT BUILDABLE AREA 36 OAK 8 8 EXEMPT BUILDABLE AREA 37 OAK 8 8 EXEMPT BUILDABLE AREA 38 OAK 6 6 39 OAK 15 15 40 OAK 18 18 41 OAK 15 1.5 42 OAK 10 10 43 OAK 10 14 44 OAK 12 12 45 OAK, is 15 46 OAK 1S 15 47 OAK 15 is 48 OAK 8 8 49 OAK 14 14 50 OAK 10 10 51 OAK 20 20 52 OAK 30 30 S3 OAK 20 20 54 OAK 10 10 55 OAK 15 15 56 OAK B 8 57 OAK 8 8 58 OAK 8 8 59 OAK 8 8 EXEMPT BUILDABLE AREA 6a OAK 8 8 EXEMPT BUILDABL[ AREA 61 OAK 8 8 EXEMPT BUILDABLE AREA 62 OAK 8 8 EXEMPT BUILDABLE AREA 63 OAK 8 8 EXEMPT BUILDABLE AREA 64 OAK 8 8 EXEMPT BUILDABLE AREA 65 OAK 8 8 EXEMPT BUILDABLE AREA 66 OAK 10 70 EXEMPT BUILDABLE AREA 67 OAK 10 10 fib OAK 15 15 69 OAK 15 15 70 OAK 8 8 EXEMPT BUILDABLE AREA 71 OAK 20 20 TOTAL CALIPER INCHES ON SITE INCHES TO REMAIN INCHES TO BE REMOVED 10621 6891 373 NO MITIGATION REO;UiRED AT THIS TIME PL NE i' SHEET. OF 7 DEPARTMENT OF DEVELOP] SERVICES CASE NUMBER SP17-18 0 2016 MAYSE & ASSOCIATES, INC. UNAUTHORIZED DUPLICATION PROHIBITED. Mafflj 12.28.2017 This drawing and all prints of it are the property of Mayse & Associates, Inc. Reproductions of these drawings without the written consent of Mayse & Associates, Inc. is not permitted, and Mayse & Associates, Inc. retains all common law and statutory and other reserved rights, including the copyright. LANDSCAPE DA*, Ai STUDIO GREEN SPOT, 1333 McDERMOTT DRIVE A t ILI a `O, a, r'• x': Qj sheet no. Lt2T ix RLoCI( 1 COMMON NAME LI,NKSIDE ,AT CRsAAE141ME SIZE CSAR A, SL. 11528 � Cedar Elm D � C01 Llr�K INK -9 AT APEI4NE � COMMUNITY, INC. Crepe Myrtle d,N'ST NO D208288295 � 0 container, 4' spread min. 3-5 trunks, tree form ERC 12' Eastern Red Cedar Od .' . 8' ht. B&B, full to base, 6' spread LO 9' Live Oak Quercus virginiana t container, 14' ht., 6' spread, 5' clear straight trunk i (DO Red Oak 04 h14' E 3" cal. �1 i - i I 10' Ui7LITY ESrlIT. CAS. ,A, SL. 11523 landscape area, (1) tree, X cal, per 400 s.f of required landscape area. Minimum of (1) tree per parking island, (1) 9'x1$' island per 12 parking spaces Required Provided 4,430 s.f. 4,374 sJ. (10) parking islands provided ( U ) (10) trees, 3" cal. (10) trees, 3" cal. INTERIOR PARKING SCREEN REQUIREMENTS: Requirements: 30" ht, evergreen planting along parking that abutts street frontage or ajacent property boundaries. Provided NDN -VEHICULAR OPEN SPACE REQUIREMENTS: (170,110 s.f) Requirements: Mimimum 15% of gross site area to be non -vehicular open space, 50% of required area must be within the the front yard. (1) tree, 3" cal. per 3,000 s.f. of required landscape area, Required Provided 25,517 s.f. (15%) 43,437 s.f. (25.5%) (9) trees (9) trees PERIMETER REQUIREMENTS: Requirements: (1) tree 3" cal., per 50 Lf. along Site perimeter. (1,707 I.f.) Required Provided (35) trees, 3" cal. (25) trees, 3" cal. (12) existing trees 3 plus caliper PLANT MATERIAL SCHEDULE TREES UNITED STS TE'S OF AMERICA US DISTRICT COURT CASE Alt?. 1461 DATED 08-06-1948 �t0'e szC� \ N 'fie Sim 43 q i LOT 1R, BLOCK 1 MILLS RUN ADJD177ON CAB ,A, a 8389 IBJ CD RAINIER CROSS CREEK. LP INST; NO. D21.34.20124 O OHP I t� LANDSCAPE01 SCALE 1"=30-0" 0 15 30 60 TYPE QTY' COMMON NAME BOTANICAL NAME SIZE REMARKS CE 10 Cedar Elm Ulmus crassifolia 3" cal. B&8,13° ht., 5' spread min., 5' clear trunk CM 4' Crepe Myrtle Lagerstroemia indica 6' ht. container, 4' spread min. 3-5 trunks, tree form ERC 12' Eastern Red Cedar Junlperus virginiana 8' ht. B&B, full to base, 6' spread LO 9' Live Oak Quercus virginiana 3" cal. container, 14' ht., 6' spread, 5' clear straight trunk RO 8' Red Oak Quercus shumardii 3" cal. container, 14' ht., 6' spread, 5' clear straight trunk - +SHRUBS TYPE QTY, COMMON NAME BOTANICAL NAME SIZE REMARKS AG - 11 Agave Agave americana 10 gal. container, specimen BPJ 4 Blue Point Juniper Juniperus chinensis Blue Point' 15 gal, container, 48" ht. GM 50 Pink Muhly Grass Muhlenbergia capillaris 3 gal, container full, well rooted NPH 289 Needlepoint Holly Ilex cornuta "Needlepoint' 30" ht. container,30" ht., 30" spread RY 20 Red Yucca Hesperaloe parviflora 3 gal. container full, 24" spread SAL 15 Salvia f�reggii Salvia Greggii 3 gal. container, 18" ht., 18" spread SY 40 Soft Leaf Yucca Yucca recurvifolia 3 gal container, 24" ht., 24" spread GROUNbCOVERS TYPE QTY COMMON NAME BOTANICAL NAME SIZE REMARKS '419' Bermudagrass Cynodon dacVon '418' Solid Sod refer to notes NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching within varieties. PLANT MATERIAL THAT IS TO SCREEN THE VEHICULAR USES AREAS FROM THE RIGHT OF WAY AND ADJACENT PROPERTIES SHALL BE A MINIMUM OF 30 INCHES TALL AT THE TIME OF PLANTING. AFTER ONE YEAR THE SCREEN HEDGE SHALL BE MAINTAINED AT 36 INCHES TALL GENERAL LAWN DOTES 1. FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL PLANS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND, 3, ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE' OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4. IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION, KNOWN AS BOTTOM AND SOIL, FREE FROM LUMPS, CLAY, TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. 5. ALL LAWN AREAS TO BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED, AND FINISH GRADE APPROVED BY THE OWNER CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION. 6. ALL ROCKS 314" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. SHALL BE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION 7. CONTRACTOR SHALL PROVIDE (1") ONE INCH OF IMPORTED TOPSOIL ON ALL AREAS TO RECEIVE LAWN. SOLID SOD NOTE'S 1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL DESIRED GRADE IN PLANTING AREAS AND 1" BELOW FINAL GRADE IN TURF AREAS. 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS, PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 3, ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1" BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER. 4. CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL. 5, PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 6. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE' FROM UNNATURAL UNDULATIONS. 7. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. 8. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 9. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. 10, IF INSTALLATION' OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, ALL SOD AREAS TO BE OVER -SEEDED WITH WINTER RYEGRASS, AT A RATE OF (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET, LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS. 4. CONTRACTOR TO PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 5. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS, 6. ALL LANDSCAPE AREAS TO BE 100% IRRIGATED WITH AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL INCLUDE RAIN AND FREEZE SENSORS. 7. ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. Z -31 91021i CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODE OR ORDINANCES s PL N ER' ` SHEET: 6 OF 7 DEPARTMENT OF DEVELOPMENT SERVICES CASE NUMBER SP17-18 0 2016 MAYSE & ASSOCIATES, INC. UNAUTHORIZED DUPLICATION PROHIBITED. alfam 3:M F wwwAkywAssoda=cam SEAL: This drawing and all prints of it are the property of Mayse & Associates, Inc. Reproductions of these drawings without the written consent of Mayse & Associates, Inc. is not permitted, and Mayse & Associates, Inc. retains all common law and statutory and other reserved rights, including the copyright. 1� �jj t``le' sheet no. SECTION 02900 - LANDSCAPE PART 1 -GENERAL 1,1 REFERENCED DOCUMENTS Refer to bidding requirements, special provisions, and schedules for additional requirements. 1.2 DESCRIPTiON OF WORK Work included: Furnish all supervision, labor, materials, services, equipment and appliances required to complete the work covered in conjunction with the landscaping covered in these specifications and landscaping plans, including: 1. Planting (trees, shrubs, and grass) 2. Bed preparation and fertilization 3. Notification of sources 4. Water and Maintenance until final acceptance 5. Guarantee 1.3 PREFERENCE STANDARDS A. American Standard for Nursery Stock published by American Association of Nurserymen: 27 October 1980, Edition; by American National Standards Institute, Inc. (760.1) - plant material. B. American Joint Committee on Horticultural Nomenclature: 1942 Edition of Standardized Plant Names. C. Texas Association of Nurserymen, Grades and Standards. Y D. Hortis Third, 1976 - Cornell University '1.4 NOTIFICATION OF SOURCES AND SUBMITTALS A. The Contractor shall, within ten (10) days following acceptance of bid, notify the i bed preparation required for the Architect/Owner of the sources at' lank materials and p P P q project. B. Samples: Provide representative quantities of sandy loam soil, mulch, bed mix material, gravel, and crushed stone. Samples shall be approved by Architect before use on project. C. Product Data: Submit complete product data and specifications on all other specified materials. D, Submit three representative samples of each variety of ornamental trees, shrubs, and groundcover plants for Architect's approval. When approved, tag, install, and maintain as representative samples for final installed plant materials. E. File Certificates of Inspection of plant material by state, county, and federal authorities with Architect, if required. F. Soil Analysis: Provide sandy loam soil analysis if requested by the Architect. PART 3 - EXECUTION 3.1 BED PREPARATION & FERTILIZATION A. Landscape Contractor to inspect all existing conditions and report any deficiencies to the Owner. B, All planting areas shall be conditioned as follows: 1. Prepare new planting beds by scraping away existing grass and weeds as necessary. Till existing soil to a depth of six (6") inches prior to placing compost and fertilizer. Apply fertilizer as per manufacturers recommendations. Add six (6") inches of compost and till into a depth of six (6'� inches of the topsoil. Apply organic fertilizer such as Sustane or Green Sense at the rate of twenty (20) pounds per one thousand (1,000) square feet. 2. All planting areas shall receive a two (2") inch layer of specified mulch. 3. Backfill for tree pits shall be as follows: Use existing top soil on site (use imported topsoil as needed) free from large clumps, rocks, debris, caliche, subsoils, etc., placed in nine (9") inch layers and watered in thoroughly, C. Grass Areas: 1. Areas to be Solid Sod Bermudagrass: Blocks of sod should be laid joint to joint, (staggered joints) after fertilizing the groundfirst. Roll grass areas to achieve a smooth, even surface. The joints between the blocks of sod should be filled with topsoil where they are evidently gaped open, then watered thoroughly. 2. Areas to be Hydromulch Common Bermudagrass: Hydromulch with bermudagrass seed at a rate of two (2) pounds per one thousand (1,000) square feet. Use a 4'x 8' batter board against the bed areas. 3.2 INSTALLATION A. Maintenance of plant materials shall begin immediately after each plant is delivered to the site and shall continue until all construction has been satisfactorily accomplished. B. Plant materials shall be delivered to the site only after the beds are prepared and area ready for planting. All shipments of nursery materials shall be thoroughly protected from the drying winds during transit. All plants which cannot be planted at once, after delivery to the site, shall be well "protected against the possibility of drying by wind and sun. Balls l covered with sol or other acceptable material. All of earth of B& B tants steal be kept c v w I P p p plants remain the property of the Contractor until final acceptance. C. Position the trees and shrubs in their intended location as per plan. D. Notify the Landscape Architect for inspection and approval of all positioning of plant materials. E,, Excavate pits with vertical sides and horizontal bottom. Tree pits shall be large enough to permit handling and planting without injury to balls of earth or roots and shall be of such depth that, when planted and settled, the crown of the plant shall bear the same relationship to the finish grade as it did to soil surface in original place of growth. O w 0 tn Ln Ln ry rs JOB CONDITIONS A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1 ") inch below the finish grade of sidewalks, drives, and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B. General Contractor shall provide topsoil as described in Section 02200 - Earthwork. C. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A. Maintenance: 1. The Landscape Contractor will be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show a healthy growth and satisfactory foliage conditions. 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on-site inspection by Owner and Landscape Contractor will be completed prior to written acceptance. 4. After final acceptance of installation, the Landscape Contractor will not be required to do any of the above listed work. B. Guarantee: 1. Trees shall be guaranteed for a twelve (12) month period after acceptance. Shrubs and groundcover shall be guaranteed for twelve (12) months. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry has been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a. Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and reinspected for full compliance with Contract requirements. All replacements are to be included under "Work" of this section. F. Shrub and tree pits shall be no less than two (2) feet, twenty-four (24") inches, wider than the lateral dimension of earth ball and six (6") inches deeper than it's dimension. Remove and haul from site all rocks and stones over one (1") inch in diameter. Plants should be thoroughly moist before removing containers. G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H Percolation Test Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per tree planting detail as approved by the Landscape Architect. L Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top 113 of the ball, as well as all nylon, plastic string and wire mesh. Container trees will usually be pot bound, if so follow standard nursery practice of'root scoring'. J. Do not wrap trees. K. Do not over prune. L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch. M. All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N Obstruction below ground: in the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3') feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rook or underground obstructions encountered at the cost of the Landscape Contractor. 0. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure tree against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by National Arborist Association. 1. Dead wood or suckers and broken badly bruised branches shall be removed. General tipping of the branched is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material Q. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be 3/4" maximum height above grade. 1. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 2. Do not install steel edging along sidewalks. 3. Cut steel edging at 45 degree angle where edging meets sidewalk. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing at end of each days work. END OF SECTION 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not appy where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a completed, undamaged condition, and there is a stand of grass in all lawn areas. At this time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting, and in the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense of the Landscape Contractor. 1.7 QUALITY ASSURANCE A. General: Comply with applicable Federal, State, County and Local regulations governing landscape materials and work B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers Immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will insure the purchased materials will meet and/or exceed project specifications. 2. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection,' source and delivery schedules to site. 3. Owner and/or Architect shall inspect all plant materials when reasonable at place of growth for compliance with requirements for genus, species, cultivar/variety, size and quality. 4. Owner and/or Architect retains the right to further inspect all plant material upon arrival at the site and during installation for size and condition of root balls, limbs, branching habit, insects, injuries, and latent defects. 5. Owner and/or Architect may reject unsatisfactory or defective material at any time during the process of work. Remove rejected materials from the site immediately. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A. Preparation: 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. 4" DIA. PERFORA PVC PIPE W/ PAINTED BL TREE PLANTING DETAIL ' NOT TO SCALE A. Delivery: 1. Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on jab site. 3. Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Architect of delivery schedule 72 hours in advance so plant material may be observed upon arrival at job site. 6. Remove rejected plant material immediately from site. 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2 -PRODUCTS 2.1 PLANTS A. General: Well -formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the cuter leaf tips. Plants will be individually approved by the Architect and his decision as to their acceptability shall be final. B. Quantities: The drawings and specifications are complimentary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C. Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well -shaped, full branched, and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, J J objectionable disfigurements, insect eggs and larvae and are to be of specimen quality. D. Approval: All plant materials shall be subject to the approval of the Owner. All plants which are found unsuitable in growth, or in any unhealthy, badly shaped, or undersized condition, will be rejected by the Landscape Architect, either before or after planting, and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plants as specified. E. Trees shall be healthy, full -branched, well -shaped and shall meet the trunk diameter and height requirements of the plant schedule. Balls shall be firm, neat, slightly tapered, and well wrapped in burlap. Any tree loose in the ball or with broken ball at time of planting will be rejected. Balis shall be ten (10") inched in diameter for each one (1") inch of trunk diameter, Measured six (6") inched above ball. Nomenclature conforms to the customary nursery usage: for clarification, the term "mufti -trunk" defines a plant having three (3) or more trunks of nearly equal diameter. F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect, shall be executed by the Landscape Contractor at no additional cost to the Owner. 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam: 1. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: Clay - between 7-27 percent Sift - between 15-25 percent Sand - less than 52 percent 3. Organic matter shall be 3%-10°% of total dry weight. 4. If requested, provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C. Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gra Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E. Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. A. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50°% slow release organic Nitrogen (SCU or UF) with a minimum 8°% sulphur and 4% iron, plus micronutrients. B. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A. Steel Edging: Shall be Ryerson "Estate Curbing", 1/8" x 4" with stakes 4' on center. B, Staking Material for Shade Trees: 1. Post: Studded T -Post, #1 Armco with anchor plate; 6'-0" length; paint green. 2. Wire: 12 gauge, single strand, galvanized wire. 3. Rubber hose: 2 ply, fiber reinforced hose, minimum Y2 inch inside diameter. Color: Black. C. Gravel: Washed native pea gravel, graded 1 in. to 1-1/2 in. D. Filter Fabric: Mirafi 14ON by Celanese Fibers Marketing Company, available at Loftland Co., (214) 631-5250 or approved equal. A = ROW SPACING_. E _..._ B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR �s TILLED INTO EXISTING SOIL TO PATTERNAS SHOWN, SPACED EQUALLY A DEPTH OF 6" SPACING PER FROM EACHOTHER AT SPACING 0 INDICATED ON PLANT LIST. E ' SHRLIS PLANTING DETAIL... NOT TO SCALE PLANT ROW SPACING U ROW SPACING'N PLANTS/10SF I J, 6.91 26 2" MULCH DOUBLE SHREDDED HARDWOOD 112" O.C. 15^ O.C. 110.4" 12 13.0" 7 MULCH IN BED PRIOR TO18" O.C. 15.7^ 5 PLANTING GROUNDCOVER/ANNUALS. \Ill \iU1! \11/1, \I1/I! \11+ F ' Z Eu tJ I LJ Z_ ,m Lu U LL W_ Q '>_ CL 00 M he ru + rm r14 rn r`. 'J:e JOB CONDITIONS A. General Contractor to complete the following punch list: Prior to Landscape Contractor initiating any portion of landscape installation, General Contractor shall leave planting bed areas three (3") inches below finish grade of sidewalks, drives and curbs as shown on the drawings. All lawn areas to receive solid sod shall be left one (1 ") inch below the finish grade of sidewalks, drives, and curbs. All construction debris shall be removed prior to Landscape Contractor beginning any work. B. General Contractor shall provide topsoil as described in Section 02200 - Earthwork. C. Storage of materials and equipment at the job site will be at the risk of the Landscape Contractor. The Owner cannot be held responsible for theft or damage. 1.6 MAINTENANCE AND GUARANTEE A. Maintenance: 1. The Landscape Contractor will be held responsible for the maintenance of all work from the time of planting until final acceptance by the Owner. No trees, shrubs, groundcover or grass will be accepted unless they show a healthy growth and satisfactory foliage conditions. 2. Maintenance shall include watering of trees and plants, cultivation, weeding spraying, edging, pruning of trees, mowing of grass, cleaning up and all other work necessary of maintenance. 3. A written notice requesting final inspection and acceptance should be submitted to the Owner at least seven (7) days prior to completion. An on-site inspection by Owner and Landscape Contractor will be completed prior to written acceptance. 4. After final acceptance of installation, the Landscape Contractor will not be required to do any of the above listed work. B. Guarantee: 1. Trees shall be guaranteed for a twelve (12) month period after acceptance. Shrubs and groundcover shall be guaranteed for twelve (12) months. The Contractor shall replace all dead materials as soon as weather permits and upon notification of the Owner. Plants, including trees, which have partially died so that shape, size, or symmetry has been damaged, shall be considered subject to replacement. In such cases, the opinion of the Owner shall be final. a. Plants used for replacement shall be of the same size and kind as those originally planted and shall be planted as originally specified. All work, including materials, labor and equipment used in replacements, shall carry a twelve (12) month guarantee. Any damage, including ruts in lawn or bed areas, incurred as a result of making replacements shall be immediately repaired. b. At the direction of the Owner, plants may be replaced at the start of the next year's planting season. In such cases, dead plants shall be removed from the premises immediately. c. When plant replacements are made, plants, soil mix, fertilizer and mulch are to be utilized as originally specified and reinspected for full compliance with Contract requirements. All replacements are to be included under "Work" of this section. F. Shrub and tree pits shall be no less than two (2) feet, twenty-four (24") inches, wider than the lateral dimension of earth ball and six (6") inches deeper than it's dimension. Remove and haul from site all rocks and stones over one (1") inch in diameter. Plants should be thoroughly moist before removing containers. G. Dig a wide, rough sided hole exactly the same depth as the height of the ball, especially at the surface of the ground. The sides of the hole should be rough and jagged, never slick or glazed. H Percolation Test Fill the hole with water. If the water level does not percolate within 24 hours, the tree needs to move to another location or have drainage added. Install a PVC stand pipe per tree planting detail as approved by the Landscape Architect. L Backfill only with 5 parts existing soil or sandy loam and 1 part bed preparation. When the hole is dug in solid rock, topsoil from the same area should not be used. Carefully settle by watering to prevent air pockets. Remove the burlap from the top 113 of the ball, as well as all nylon, plastic string and wire mesh. Container trees will usually be pot bound, if so follow standard nursery practice of'root scoring'. J. Do not wrap trees. K. Do not over prune. L. Mulch the top of the ball. Do not plant grass all the way to the trunk of the tree. Leave the area above the top of the ball and mulch with at least two (2") inches of specified mulch. M. All plant beds and trees to be mulched with a minimum settled thickness of two (2") inches over the entire bed or pit. N Obstruction below ground: in the event that rock, or underground construction work or obstructions are encountered in any plant pit excavation work to be done under this section, alternate locations may be selected by the Owner. Where locations cannot be changed, the obstructions shall be removed to a depth of not less than three (3') feet below grade and no less than six (6") inches below the bottom of ball when plant is properly set at the required grade. The work of this section shall include the removal from the site of such rook or underground obstructions encountered at the cost of the Landscape Contractor. 0. Trees and large shrubs shall be staked as site conditions require. Position stakes to secure tree against seasonal prevailing winds. P. Pruning and Mulching: Pruning shall be directed by the Architect and shall be pruned in accordance with standard horticultural practice following Fine Pruning, Class I pruning standards provided by National Arborist Association. 1. Dead wood or suckers and broken badly bruised branches shall be removed. General tipping of the branched is not permitted. Do not cut terminal branches. 2. Pruning shall be done with clean, sharp tools. 3. Immediately after planting operations are completed, all tree pits shall be covered with a layer of organic material two (2") inches in depth. This limit of the organic material Q. Steel Curbing Installation: 1. Curbing shall be aligned as indicated on plans. Stake out limits of steel curbing and obtain Owners approval prior to installation. 2. All steel curbing shall be free of kinks and abrupt bends. 3. Top of curbing shall be 3/4" maximum height above grade. 1. Stakes are to be installed on the planting bed side of the curbing, as opposed to the grass side. 2. Do not install steel edging along sidewalks. 3. Cut steel edging at 45 degree angle where edging meets sidewalk. 3.3 CLEANUP AND ACCEPTANCE A. Cleanup: During the work, the premises shall be kept neat and orderly at all times. Storage areas for all materials shall be so organized that they, too, are neat and orderly. All trash and debris shall be removed from the site as work progresses. Keep paved areas clean by sweeping or hosing at end of each days work. END OF SECTION 2. The Owner agrees that for the guarantee to be effective, he will water plants at least twice a week during dry periods and cultivate beds once a month after final acceptance. 3. The above guarantee shall not appy where plants die after acceptance because of injury from storms, hail, freeze, insects, diseases, injury by humans, machines or theft. 4. Acceptance for all landscape work shall be given after final inspection by the Owner provided the job is in a completed, undamaged condition, and there is a stand of grass in all lawn areas. At this time, the Owner will assume maintenance on the accepted work. C. Repairs: Any necessary repairs under the Guarantee must be made within ten (10) days after receiving notice, weather permitting, and in the event the Landscape Contractor does not make repairs accordingly, the Owner, without further notice to Contractor, may provide materials and men to make such repairs at the expense of the Landscape Contractor. 1.7 QUALITY ASSURANCE A. General: Comply with applicable Federal, State, County and Local regulations governing landscape materials and work B. Personnel: Employ only experienced personnel who are familiar with the required work. Provide full time supervision by a qualified foreman acceptable to Landscape Architect. C. Selection of Plant Material: 1. Make contact with suppliers Immediately upon obtaining notice of contract acceptance to select and book materials. Develop a program of maintenance (pruning and fertilization) which will insure the purchased materials will meet and/or exceed project specifications. 2. Landscape Architect will provide a key identifying each tree location on site. Written verification will be required to document material selection,' source and delivery schedules to site. 3. Owner and/or Architect shall inspect all plant materials when reasonable at place of growth for compliance with requirements for genus, species, cultivar/variety, size and quality. 4. Owner and/or Architect retains the right to further inspect all plant material upon arrival at the site and during installation for size and condition of root balls, limbs, branching habit, insects, injuries, and latent defects. 5. Owner and/or Architect may reject unsatisfactory or defective material at any time during the process of work. Remove rejected materials from the site immediately. Plants damaged in transit or at job site shall be rejected. 1.8 PRODUCT DELIVERY, STORAGE AND HANDLING A. Preparation: 1. Balled and Burlapped (B&B) Plants: Dig and prepare shipment in a manner that will not damage roots, branches, shape, and future development. 2. Container Grown Plants: Deliver plants in rigid container to hold ball shape and protect root mass. 4" DIA. PERFORA PVC PIPE W/ PAINTED BL TREE PLANTING DETAIL ' NOT TO SCALE A. Delivery: 1. Deliver packaged materials in sealed containers showing weight, analysis and name of manufacturer. Protect materials from deterioration during delivery and while stored at site. 2. Deliver only plant materials that can be planted in one day unless adequate storage and watering facilities are available on jab site. 3. Protect root balls by heeling in with sawdust or other approved moisture retaining material if not planted within 24 hours of delivery. 4. Protect plants during delivery to prevent damage to root balls or desiccation of leaves. Keep plants moist at all times. Cover all materials during transport. 5. Notify Architect of delivery schedule 72 hours in advance so plant material may be observed upon arrival at job site. 6. Remove rejected plant material immediately from site. 7. To avoid damage or stress, do not lift, move, adjust to plumb, or otherwise manipulate plants by trunk or stems. PART 2 -PRODUCTS 2.1 PLANTS A. General: Well -formed No. 1 grade or better nursery grown stock. Listed plant heights are from tops of root balls to nominal tops of plants. Plant spread refers to nominal outer width of the plant, not to the cuter leaf tips. Plants will be individually approved by the Architect and his decision as to their acceptability shall be final. B. Quantities: The drawings and specifications are complimentary. Anything called for on one and not the other is as binding as if shown and called for on both. The plant schedule is an aid to bidders only. Confirm all quantities on plan. C. Quality and size: Plant materials shall conform to the size given on the plan, and shall be healthy, symmetrical, well -shaped, full branched, and well rooted. The plants shall be free from injurious insects, diseases, injuries to the bark or roots, broken branches, J J objectionable disfigurements, insect eggs and larvae and are to be of specimen quality. D. Approval: All plant materials shall be subject to the approval of the Owner. All plants which are found unsuitable in growth, or in any unhealthy, badly shaped, or undersized condition, will be rejected by the Landscape Architect, either before or after planting, and shall be removed at the expense of the Landscape Contractor and replaced with acceptable plants as specified. E. Trees shall be healthy, full -branched, well -shaped and shall meet the trunk diameter and height requirements of the plant schedule. Balls shall be firm, neat, slightly tapered, and well wrapped in burlap. Any tree loose in the ball or with broken ball at time of planting will be rejected. Balis shall be ten (10") inched in diameter for each one (1") inch of trunk diameter, Measured six (6") inched above ball. Nomenclature conforms to the customary nursery usage: for clarification, the term "mufti -trunk" defines a plant having three (3) or more trunks of nearly equal diameter. F. Pruning: All pruning of trees and shrubs, as directed by the Landscape Architect, shall be executed by the Landscape Contractor at no additional cost to the Owner. 2.2 SOIL PREPARATION MATERIALS A. Sandy Loam: 1. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil, stones and other extraneous material and reasonably free of weeds and foreign grasses. Loam containing Dallasgrass or Nutgrass shall be rejected. 2. Physical properties as follows: Clay - between 7-27 percent Sift - between 15-25 percent Sand - less than 52 percent 3. Organic matter shall be 3%-10°% of total dry weight. 4. If requested, provide a certified soil analysis conducted by an approved soil testing laboratory verifying that sandy loam meets the above requirements. B. Organic Material: Compost with a mixture of 80% vegetative matter and 20% animal waste. Ingredients should be a mix of course and fine textured material. C. Premixed Bedding Soil as supplied by Vital Earth Resources, Gladewater, Texas; Professional Bedding Soil as supplied by Living Earth Technology, Dallas, Texas or Acid Gra Municipal Mix as supplied by Soil Building Systems, Dallas, Texas or approved equal. D. Sharp Sand: Sharp sand must be free of seeds, soil particles and weeds. E. Mulch: Double Shredded Hardwood Mulch, partially decomposed, dark brown. Living Earth Technologies or approved equal. F. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as recommended for required applications. Fertilizer shall be delivered to the site in original unopened containers, each bearing the manufacturer's guaranteed statement of analysis. A. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen source to be a minimum 50°% slow release organic Nitrogen (SCU or UF) with a minimum 8°% sulphur and 4% iron, plus micronutrients. B. Peat: Commercial sphagnum peat moss or partially decomposed shredded pine bark or other approved organic material. 2.3 MISCELLANEOUS MATERIALS A. Steel Edging: Shall be Ryerson "Estate Curbing", 1/8" x 4" with stakes 4' on center. B, Staking Material for Shade Trees: 1. Post: Studded T -Post, #1 Armco with anchor plate; 6'-0" length; paint green. 2. Wire: 12 gauge, single strand, galvanized wire. 3. Rubber hose: 2 ply, fiber reinforced hose, minimum Y2 inch inside diameter. Color: Black. C. Gravel: Washed native pea gravel, graded 1 in. to 1-1/2 in. D. Filter Fabric: Mirafi 14ON by Celanese Fibers Marketing Company, available at Loftland Co., (214) 631-5250 or approved equal. A = ROW SPACING_. __._ ..... ,. _..._ B = ON CENTER SPACING SPACE PLANTS IN A TRIANGULAR TILLED INTO EXISTING SOIL TO PATTERNAS SHOWN, SPACED EQUALLY A DEPTH OF 6" SPACING PER FROM EACHOTHER AT SPACING 6" PLANT LIST INDICATED ON PLANT LIST. ALLOWED SHRLIS PLANTING DETAIL... NOT TO SCALE PLANT ROW SPACING U ROW SPACING'N PLANTS/10SF 8" O.C. 6.91 26 2" MULCH DOUBLE SHREDDED HARDWOOD 112" O.C. 15^ O.C. 110.4" 12 13.0" 7 MULCH IN BED PRIOR TO18" O.C. 15.7^ 5 PLANTING GROUNDCOVER/ANNUALS. \Ill \iU1! \11/1, \I1/I! \11+ PREPARE GROUNDCOVER CENTRAL LEADER BED BY TILLING ENTIRE BED AREA, PROVIDE SOIL MIX AS DEFINED IN THE LANDSCAPE PLAN FOR TREE TYPE SPECIFICATIONS SHRUBS AND GROUNDCOVER REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX PER SPECIFICATIONS 1/2" MINIMUM BETWEEN TOP OF MULCH AND TOP OF CONCRETE SIDEWALK GRQUNDCt�11ER PLANTING DETAIL SIDEV�IALK / MUL�Ff DETAIL NOT TO SCALE no Slee/ along sidewalks NOT TO SCALE iE 40.12 GAUGE WIRE, TWISTED LCH, REF. SPECIFICATIONS ERING RING COST PAINTED VGULAR SPACING. IE SCARIFY SIDES 70 0 DI NOT DISTURB. TOP S .L TO BE SET V ABOVE ;ADE. REMOVE TOP 113 BURLAP. , REF. SPECIFICATIONS )CK TE STAKES OUTSIDE LL. POSITION STAKES TREE AGAINST SEASONAL PREVAILING WINDS. ,SHRUBS AND GROUNDCOVER REF. PLAN FOR SHRUB TYPE REFER TO PLANS FOR PLANT TYPES PREPARED SOIL MIX !�',C? mrn PER SPECIFICATIONS MULCH PER SPECIFICATIONSv X04, 4r o� �' 2" LAYER OF SPECIFIED BARK MULCH 1/8"X4' GREEN STEEL EDGING '6 2 w l � d�L w0 ' ' 'oJn� �I-t c WITH STAKES ` "�� L /vp JD 1/2" MAXIMUM -, ''M' -0 -�� FINISH GRADE LAWN - - / i� �`�!^ = NOTE: NO STEEL EDGING TO BE INSTALLED ALONG SIDEWALKS 04 STEEL EDGING DETAIL NOT TO SCALE /:i _ S , - -ROOTBALL, DO NOT DISTURB I i i" I PREPARED SOIL IXPERSP ECS T ; ` L ' _ ' ;-:_ 6" MIN. OF PREPARED SOIL MIX TILLED INTO EXISTING SOIL TO A DEPTH OF 6" SPACING PER NATIVE SOIL 6" PLANT LIST NOTE: POCKET PLANTING NOT ALLOWED SHRLIS PLANTING DETAIL... NOT TO SCALE SITE PLAN a CITY OF GRAPE", Y; PR ,; - L APPROVAL DOES NOT AUT', ANY WORK IN CONFLICT ANY CODE OR i' lF 61 SHEET: 7 OF 7 DEPARTMENT OF DEVELO] SERVICES CASE NUMBER SP174 Cc) 2016 MAYSE & ASSOCIATES, INC. UNAUTHORIZED DUPLICATION PROHIBITED. SEAL: This drawing and all prints of it are the property of Mayse & Associates, Inc. Reproductions of these drawings without the written consent of Mayse :& Associates, Inc. is not permitted, and Mayse & Associates, Inc. retains all common law and statutory and other reserved rights, including the copyright. LANDSCAPE ARCHITCT STUDIO GREEN SPOT, INC. 1333 McDERMOTT DRIVE L: ALLEN, TEXAS 75013T a' CONTACT.cHRIS ! . ,#. to (46 9) 369-4448 Lu 015WIRROMMIKEire KRIYA HOTELS sheet no.