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HomeMy WebLinkAboutSP2013-11n VINE T E X A S CITY OF GRAPEVINE SITE PLAN APPLICATION PART 1. APPLICANT INFORMATION Name of applicant:a ent/contact Mike Sartainompany/c Street address of applicant / a ent.� 7113 Cedar Gt. Cit / State / Zip Code of a licant / agent: Nlleyville 2r 76034 Telephone number ofa plicant / agent: 214-957-3180 Fax number of applicant / agent: Email address of applicant/agent Mobile phone number of ap licant/agent 214-957-31 80 A licants interest in subject property. Co-Owner PART 2. PROPERTY INFORMATION Street address of sub'ect rt y 414 N. Man n Legal Legal description of sub'ect prope (metes & bounds must be described on 8 112"x 11" sheet) Lot 2 Blk Noah Main addition Size of subject property Professional Office .598 0666 2 Acres V V , Square footage Present zoning classification: Professional Office .598 Give a general description of the proposed use or uses for the proposed development: Professional / General Office Space Professional / General Office Space PART 3. PROPERTY OWNER INFORMATION Name of current pro erty Horaciowner. o Trujillo Street address of property owner. 6809 Shalimar Ct. Cit / State /Zip Code ofpropertyowner.• Golleyville I 76034 Telephone numberof ropert owner: 248-818-4614 Fax number of property owner: ❑ 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 hearin rocess. PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN Mike Sartain Print Applicant's Name: Applica s igna ure. The State Of County Of a� Before Me �' i[� on this day personally appeared f 57f (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 consider tion therein expressed. (Seal) Given under my hand and seal of office this (i day of " A.D. 1 GREGORY JOHN GISH • Notary Public, State of Texas My Commission Expires Notary In And F r to Of xa OF March 29, 2014 Horacio Trujillo Print Property Owner's Name: Prope Owner's Signature The State Of County Of Before Me . > on this day personally appeared ..2��4c-110 llg'(4 Z2 izz (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 conside tion therein expressed. (Seal) Given under my hand and seal of office this _ day of A, D.77 f� GREGORY JOHN GISH . Notary Public, State of Texas My Commission Expires Notary In And F to Of as of March 29, 2014 SP13-.11 PLATTING VERIFICATION This verification statement must be signed prior To the submittal of this application It has been determined that the property described below does require platting or replatting and the applicant has been instructed on this procedure. It has been determined that the property described below is currently platted or does not require platting or replatting at this time. Address of subject property )L/ M Legal description of subject property4� �'�i� i�jdi�O Public Works Department ®-Z�--13 Date This form must be signed by the public works department and submitted along with a completed application to the planning and zoning department 5 a ILLUMINATION PLAN An illumination plan to include a site photometric (including illuminated signs) and all fixture details shall be submitted as part of the site plan review process. Applications will not be accepted without this requirement. I hereby acknowledge that an illumination plan has been included as a part of this submittal. Applicant Signature Date: Property Owner Signature Date: rd UG 2 9 rd sip(e6-11 1 EMMM 1 0 1 0 a 1 0 0 9 a Lm;-- m C*Ity of Grapev*ine Tarrant County,, Tx Page I ot'4 spl%- t I OUTDOOR PHOTOMETRIC REPORT r. uJ tyt,3 rc--""n ds CATALOG: OLLWD TEST ��: LTL21955 fAC1r,0V0,V1A L1.—,,Vr11V,- TEST LAB: ACUITY BRANDS LIGHTING CONYERS LAB ISSUE DATE: 8/23/2012 CATALOG -tf: OLjLWD LUMINAIRE: OUTDOOR LED WALL CYLINDER DOWNLIGHT W/4000K 2196 ,LED's LAMP CAT #: NVSI 219BE LAMP -* LED t. LAMP OUTPUT: 1 LAMP, TOTAL LUMINAIRE LUMENS: 263.6 BALLASTCAT: PS4 BALLAST: 120 INPUT WATTAGE: 8.6 LUMINOUS OPENING:RECTANGLE W/LUMINOUS SIDES (L: 2.04", W.- 3.24", H: 1.8") MAX CD: ROADWAY CLASS: 230 192 153 Lis 77 38 CD- 0 38 77 115 226.0 AT HORIZONTAL: 0', VERTICAL: 20* VERY SHORT, TYPE I SEE REPORT NOTES Polar Candela Distribution 18r VQQ jGr 15011 14W Isofootcandke Plot 5 4 3 2 1 0 i z 1300 4 1201, 1000 700 609 3 4 192 z' 'f'q (�) 5p3 230 VA; 00 100 Zr 30° 4r 0 -O*H 4 Eqf E 9,,4tD ON ABSOLU'i L , I �- t - -f- A I 'CUTOFF CLASS"FICA"HON AND EFFICIENCY CAWI, BE PriGPERLY CALCULATED FOR IN 10 f a 0.5 kc ABSOLUTE Pr -'K IEI'K"\/, N 5 fc 0, 1 fc N 500/6 Max Cd Distance in Lw is of momt height (20ft) Max Cd **FILE DOES NOT INCLUDE SUFFICIENT VERTICAL DATA TO PROPERLY CALCULATE BUG AND LCS UPLIGHT. **FILE DOES NOT INCLUDE UPPER HEMISPHERE DATA(90-180) AND HAS CD > 0 AT 90' VERTICAL. VISUAL PHOTOMETRIC TOOL 1.2.44 COPYRIGHT 2013, ACUITY BRANDS LIGHTING REPORTED DATA CALCULATED FROM MANUFACTURER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. LTL21955 VISUAL PHOTOMETRIC TOOL PAGE 1 OF 4 AUG 2 92013 J http://www.visual-3d.com/tools/Photometricviewer/default.... 8/28/2013 OLLWD OUTDOOR PHOTOMETRIC REPORT CATALOG: OLLWD L4- 90-1wo 0 kn 0% svH W-900 1.1 b 0,4% SH 60 -$Lr 9.4 kn 316% sm 30-W ss. I kn 24.7% rage -) of ,+ 'k cuity, L4-4 100-1w 0 km m 7% Back Light M tyJu- 44,1 kn c,ciBje - Max LC5 % LTL21955 VISUAL PHOTOMETRIC TOOL UL 90 -Woo o Im 0% FVH $0-", u kn 0.3% FH 60-W 65 kn 2.4% FM 30-W 58.1 km 22% Fmward Light PAGE 3 OF 4 http://www.visual-3d.com/tools/photometricviewer/default.... 8/28/2013 OUTDOOR PHOTOMETRIC REPORT CATALOG: OLLWD CANDELA TABLE - TYPE C 0 22.5 45 67.5 90 0 197 197 197 197 197 5 199 202 200 196 197 10 196 200 202 197 191 15 211 212 200 193 184 20 226 218 216 194 184 25 223 212 195 158 130 30 147 140 132 116 109 35 39 68 132 122 114 40 34 42 75 116 107 45 30 30 27 78 90 50 23 28 34 36 22 55 17 18 22 15 10 60 11 10 12 10 6 65 9 9 10 6 6 70 7 6 7 6 4 75 4 S 4 4 4 80 3 3 3 2 2 85 1 1 1 1 1 90 1 1 1 1 0 LTL21955 VISUAL PHOTOMETRIC TOOL 112.5 135 157.5 180 197 197 197 197 196 198 198 198 194 192 188 189 192 134 94 46 191 68 16 13 150 22 11 10 82 '12 12 12 30 42 18 32 11 40 69 1.24 8 67 142 103 6 1.31, 102 129 4 62 88 68 5 26 30 30 4 16 20 19 4 10 12 11 2 6 8 7 2 4 S 5 1 2 2 2 1 1 1 1 ragF, -t V -r PAGE 4 OF 4 http://www.visual-3d.com/tools/photometricviewer/default.... 8/28/2013 Vertical Tool Print Design Information Project Name Project Description Spacing Results Spacing 50 ft Quantity 1 Tilt 0° Calculation Results Minimum 0.0 fc Average 0.0 fc Maximum 0.1 fc Ave / Min N/A Max / Min N/A Point Spacing 4.2 x 4.2 ft Design Summary Surface Width 50 ft Surface Height 25 ft Surface Base 0 ft Setback 15 ft Yage 1 of 1 Wednesday, August 28, 2013 Your Name Company Name Your Phone Your Email Lithonia Lighting [A] - OLL_W_D Light Loss Factor 1 Lamp Lumens 264 Tilt 0' Wattage 8.6 Watts Suspension Length 0 ft Lamp Quantity 1 Orientation 01 These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com. http://www.visual-3d.com/tools/Vertical/Print.aspx?Session... 8/28/2013 INTENDED USE Provides years of maintenance -free illumination for outdoor use in residential & commercial applications. Ideal for applications such as lighting walkways and stairways for safety and security. CONSTRUCTION Cast -aluminum housing with corrosion -resistant paint in either dark bronze or white finish. ADA compliant. OPTICS 4000K CCT LEDs. Polycarbonate lens protects the LED from moisture, dirt and other contaminants. LUMEN MAINTENANCE: The LED will deliver 70% of its initial lumens at 50,000 hour average LED life. See Lighting Facts label on page for performance details. ELECTRICAL MVOLT driver operates on any line voltage from 120-277V Operating temperature -30°C to 40°C. 1 KV surge protection standard. INSTALLATION Surface mounts to universal junction box (provided by others) - LISTINGS UL Listed to U.S. and Canadian safety standards for wet locations. Tested in accordance with IESNA LM -79 and LM -80 standards. WARRANTY Five-year limited warranty. Full warranty terms located at www.A,uitvBrands.com/CustomerResoyrc sslle ms and Conditions, X - Note: Specifications are subject to change without notice. Actual performance may differ as a result of end-user environment and application. Catalog Number Notes Type Outdoor General Purpose Spetfirations All dimensions are inches (centimeters) 3-11/16 79.4) 4-5/16 J— (11.0) T (15.0) 8 (20.3) ±L i LED WALL CYLINDER LIGHT Fnrchnrtactlead timrc wnfinurrproduct,usingboldedoptions. Example:OLLWD 5E " R,ALIVE 1NP0Oii & rsliTD00R PLL`VV0 01.L`a1,41 Series OLLWD Downiight OLLWU Up & downlight (olortemperature (CCT) ` (blank) 4000K Voltage (blank) MVOLT(120V-277V) Finish DDB Dark bronze Will White 5E " R,ALIVE 1NP0Oii & rsliTD00R PLL`VV0 01.L`a1,41 OFLR 6LC 120 P Page I of 3 FLOOD PHOTOMETRIC REPORT CATALOG: OFLR 6LC 120 P TEST 9: 2,328 ,41r 1` AlaHrllvo TEST LAB: ONSPEX ISSUE DATE: CATALOG #: 3/13/2013 OFLR 6LC 120 P LUMINAIRE: 2H FLOOD WITH PHOTOCELL Vv LAMP CAT,.CREE XPG LAMP OUTPUT: 1 LAMP, TOTAL LUMINAIRE LUMENS. 1048 ES" [,ASE", 0 N A �,­,, S BALLASTCAI: PS2F BALLAST: LED DRIVER FROM ILLUMINATION DYNAMICS INPUT WATTAGE: 20.1 LUMINOUS OPENING: POINT NEMA TYPE 6 X 7 MAX CD: 439A AT HORIZONTAL: 180', VERTICAL 45- 440 391 342 293 244 196 147 99 49 Cd, 0 2V 40° W W JW MO 140° IW W It -go H IWH 8 - 9V H -270°H lsocamwa Plot -W W -400 -2(P 00 Z4° 400 W W 809 406 Em m 5i mll I 0 Cd; 395, 90% Cd: 176, 40% Cd: 330, 751/c, 11 Cd: 132, 30% Cd: 264 , 60% - Cd: N, 20% 0 Cd: 220, N1 0 Cd: 44, 10% I Point of Max Cd: 439,4 VJHERE LAMP LUMENS:=LUMENS T0l,,'­/'d__ "P, V C "TESTBASED l'JNABS0LU7'E " ,CUTOFF C"Ac ,,,SlAH,'CATl0N AND EFI l EN AANOT BE PROPERLY CALCULATE',-) FOP, ABSOLUTE VISUAL PHOTOMETRIC TOOL 1.2.44 COPYRIGHT 2013, ACUITY BRANDS LIGHTING REPORTED DATA CALCULATED FROM MANUFACTURER'S DATA FILE, BASED ON IESNA RECOMMENDED METHODS. 2,328 VISUAL PHOTOMETRIC TOOL PAGE 1 OF 3 1,44--11AlrXlTVAT XAQllql_,m onm Itool P,/nhotometricviewer/default.... 8/28/2013 OFLR 6LC 120 P FLOOD PHOTOMETRIC REPORT CATALOG: OFLR 6LC 120 P ZONAL LUMEN SUMMARY ZONE LUMENS % LUMINAIRE Page 2 of 3 <��,AcuityBrand LUMENS PER ZONE ZONE LUMENS %TOTAL ZONE 0-30 334.3 31.9% 0-10 39.5 3.8% 90-100 0-40 546.0 52.1% 10-20 115.6 11.0% 100-110 0-60 898.4 85.7% 20-30 179.2 17.1% 110-120 60-90 138.0 13.2% 30-40 211.6 20.2% 120-130 70-100 53.4 5.1% 40-50 207.2 19.8% 130-140 90-120 8.6 0.8% 50-60 145.3 13.9% 140-150 0-90 1,036.4 98.9% 60-70 90.8 8.7% 150-160 90-180 11.6 1.1% 70-80 32.6 3.1% 160-170 0-180 1,048.0 100% 80-90 14.5 1.4% 170-180 FLOOD SUMMARY EFFICIENCY LUMENS HORIZONTAL SPREAD VERTICAL SPREAD FIELD (10%): 96.1% 1,007.5 124.2 133.8 BEAM (50%) 80.3% 841.3 92A 99.2 TOTAL: 100% 1,047.8 2,328 VISUAL PHOTOMETRIC TOOL LUMENS %TOTAL 6.2 0.6% 1.9 0.2% 0.4 0% 0.5 0.1% 0.6 0.1% 0.7 0.1% 0.6 0.1% 0.4 0% 0.2 0% PAGE 2OF3 I,++"-11AXTAATix7 viQ11Al-'Id_cnm/tools/Dhotometricviewer/default..:. 8/28/2013 ,OFLR 6LC 120 P FLOOD PHOTOMETRIC REPORT CATALOG: OFLR 6LC 120 P Page 3 of 3 CANDELATABLE - TYPE C 0 22.5 45 67.5 90 112.5 135 157.5 180 202,5 225 247.5 270 292.5 315 337.5 360 0 415 415 415 415 415 415 415 415 415 415 415 415 415 415 415 415 415 5 411 411 411 413 415 416 418 419 419 419 418 416 414 412 411 410 411 10 405 406 408 410 412 415 419 422 422 422 418 415 411 409 407 405 405 15 397 398 403 406 409 413 417 420 422 420 416 412 408 404 401 398 397 20 380 387 395 402 406 410 415 418 420 418 414 408 405 399 389 384 380 25 335 341 385 399 404 408 412 415 417 416 411 405 401 390 372 334 334 30 245 256 333 397 412 409 411 413 416 414 408 403 408 378 310 250 245 35 207 212 233 352 389 411 411 413 420 413 408 410 369 301 225 210 207 40 183 186 202 258 357 388 409 417 425 414 411 380 340 233 193 184 183 45 139 159 173 204 307 351 386 411 439 420 376 329 267 160 140 133 139 50 23 58 89 141 272 305 340 369 391 349 323 291 196 104 84 49 23 55 5 10 56 42 157 274 299 320 341. 314 291 239 108 36 40 8 5 60 1 2 10 24 82 213 264 290 304 285 258 175 64 20 7 1 1 65 0 0 4 16 50 116 212 255 239 251 187 99 39 11 2 0 0 70 0 0 0 9 22 72 134 177 165 181 90 39 16 5 0 0 0 75 0 0 0 4 16 33 62 96 78 61 44 23 10 2 0 0 0 80 0 0 0 0 11 24 41 52 55 47 33 17 6 0 0 1 0 85 0 0 0 0 5 17 31 41 43 36 24 12 2 0 0 1 0 90 0 1 0 0 2 13 24 24 15 24 18 8 0 0 0 1 1 95 0 1 0 0 0 7 19 12 23 11 14 3 0 0 0 1 0 100 1 1 0 0 0 3 13 2 22 4 9 0 0 0 0 1 1 105 1 1 0 0 0 0 6 0 18 0 2 0 0 0 1 1 1 110 1 1 1 0 0 0 2 0 0 0 0 0 0 0 1 1 1 115 1 1 1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 120 1 1 1 1 0 0 0 0 0 0 0 0 0 1 1 1 1 125 1 1 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 130 2 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 2 135 2 2 1 1 1 0 0 0 0 0 0 1 1 1 1 2 2 140 2 2 1 1 1 1 0 0 0 0 0 1 1 1 1 2 2 145 2 2 2 1 1 1 1 0 0 0 1 1 1 1 2 2 2 150 2 2 2 1 1 1 1 1 1 1 1 1 1 1 2 2 2 155 2 2 2 2 1 1 1 1 1 1 1 1 1 2 2 2 2 160 2 2 2 2 1 1 1 1 1 1 1 1 1 2 2 2 2 165 2 2 2 2 2 1 1 1 1 1 1 1 2 2 2 2 2 170 2 2 2 2 2 1 1 1 1 1 1 1 2 2 2 2 2 175 2 2 2 2 2 2 2 1 1 1 2 2 2 2 2 2 2 180 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2,328 VISUAL PHOTOMETRIC TOOL PAGE 3 OF 3 htt-p://www.visual-3d.com/tools/1-photometricviewer/default.... 8/28/2013 Page 1 of 1 httn-//xxr%xnxT com/tools/vertical/imifflandler.ashx?... 8/28/2013 SP13-11 414 OFFICE PARK SEPTEMBER 4, 2013 414 NORTH MAIN STREET LOT 2, BLOCK 1, NORTH MAIN ADDITION 414 OFFICE PARK 1. Please add the signature block below, case number SP13-11 to all sheets and number the sheets in consecutive order. CRY OF �FROVAL DOE S NOT AUTHOP17F ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. € LA'+itsfCR 5HEE ............... cl.------- DE€+ARTMENT OF DEVEt • T R% e Sheet SP -1 2. ease orient the site plan with north at the of the page and add the acent zonin a ollows: rth "CN" Neighborhood C mercial District, uth "PO" Professional Office District and ast "R-5.0" Zero -Lot -Line District. 3. Please dimension the proposed sign, show the location of the sign on the landscape plan and dimension the distance (minimum 10 - feet) of the proposed monument sign to the west property line on the dimensional control site plan and landscape plan. A sign permit will be required for the proposed sign. 4. Plea dimer n the distance of the proposed building to the e t and t property lines. ' 5. The segment of the subject site adjacent to the residential district requires a Type A or C fence. Please label the type of fence and height on the sheet and provide an elevation on the sheet. 6. Please add the following notes to the overall site plan. • The principal structure shall not exceed one (1) floor level and twenty (20) feet in height. • No accessory structure shall exceed 15 -feet in height. to echanical and electrical equipment, including air conditioning units, shall be designed, installed and operated to r� inimize noise impact on surrounding property. All such eRU pment shall be screened from public view. XLighting shall be designed to reflect away from any residential area. • No mechanical equipment designed or manufactured for permanent installation in one place, either outside of a building or projecting through and opening in a building, driven by a motor or motors of five (5) horsepower or more shat be permitted in the required side yard or rear yard a tting a residentially zoned district. All requirements of the Grapevine Soil Erosion Ordinance shall be met during the period of construction. 7. Please reorient the site data table with two column headings of e required and provided. $ Please note the percent masonry of the proposed buil b vation sheet and provide a e eva ion of the screening device and gate along e ma erial used. 9. Please include an internal traffic circulation plan on ttbheet. 10. '`Please clarify the location on of the mechanical equipment. Mechanical equipment including air conditioning units shall be designed, installed and operated —to minimize noise impact on surrounding property. All quipment shall be screened from public view. 11. The required parking for office/professional is 5 plus 1 for each 300 square foot of floor area. The required parking for medical/dental - is 5 plus 1 for each 150 square foot of floor area. The floor plan (sheet A-2) does not reflect the proposed use in the site data table. Tease revise the site data table and or floor plan accordingly. Please dimension a typical parking space. The parking provided should not include the space labeled as "16" on the south row of spaces because the space is not typical. Landscape sheet 13. Please place the landscape data in a chart or table. The number of required perimeter trees is fourteen (14). Please revise data table and_plant schedule accordingly. ZI'4 Please dimension the minimum distance to the west property line (10 -feet) for the proposed sign. 15. The segment of the subject site adjacent to the residential district requires a Type A or C fence. Please label the type of fence and height on the sheet and provide an elevation on the sheet. VA Photometric sheet 16. Please ote on the sheet the following: Light levels adjacent to single family and non-residential will t exceed 0.2 and 3.0 footcandles respectively. Light fixtures will be mounted no higher than the highest point on the primary structure on the property and in no case light poles (including the pedestal) shall not exceed 30 feet in height. Elevation sheet 17. Please provide an elevation of the dumpster screening device includg the height, materials and enclosure. 18. ote the kind of building material used and note the calculation of the percentage masonry of the entire structure excluding the doors and windows. Floor plan 19. The floor plan does not reflect the proposed use in the site data table. Please revise the site data table and or floor plan accordingly. 20. Please note the following Public Works/Engineering comments. Please direct all questions regarding the following comments to John Robertson — Engineering Manager or Cristin Turner - Civil Engineer or Paul Lee — Civil Engineer at 817.410.3136: • Please provide a full set of Civil Construction Plans for this development prior to construction, including paving, drainage, utilities, grading, details, cover sheet, plat, etc. Checklist can be provided to architect. Engineer is familiar with our plans requirements. • Driveway approach can be a minimum of 30' in radii, due to the fire lane proposed. • Driveway cannot begin its radius across the property line. The radius currently begins over the south property line. • Dumpster needs to be screened and placed in a location where the truck can actually pick it up. Currently, the dumpster looks to be located in a parking space at an angle that would make pick up difficult if not impossible. • The drainage area map does not match the North side addition plans that were originally developed for this site. The plans showed a new inlet to be near the north east corner of the building. There is supposed to be a stubout pipe there already for an inlet to be built. • Detail needs to be added to the grading plan. All egress routes need to be graded to acceptable standards. There are doors on the current plans that do not meet grade by several feet with no stairs or ramps 3 shown. It's imperative to show proposed grading at rear of building and along parking. • Needs a 5' sidewalk along the frontage of this property (6' if built at back of curb along Main St.). • Needs a utility plan. Where ever the sanitary is to tie into the sewer, there needs to be a man hole for the lateral tie it. Also needs to show the proposed water services. • These comments do not reflect a full review, but highlights major points. 21. For verification purposes please email a PDF of the final sheet before the final copies are reproduced. The above comments must be reflected in the revised submittal, which upon review, can be administratively approved. Please submit the revised documents to the Department of Development Services at 200 South Main Street. The revised submittal shall include: four (4) folded blackline copies of each sheet, (minimum size 22" x 34") If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155. (9/19/2013) Albert Triplett - Fwd: 414 N. Main St Revisions Page 1 From: Mike Sartain <Mksartain aol.com> To: Albert Triplett <Atriplett@grapevinetexas.gov> Date: 9/18/2013 7:31 AM Subject: Fwd: 414 N. Main St Revisions Attachments: 414 North Main (1) 09-16-13.pdf; 414 North Main (2) 09-16-13.pdf; 414 North Main (3) 09-16-13.pdf; 414 North Main (4) 09-16-13.pdf > Subject: 414 N. Main St Albert, > Attached are the 5 revised .pdfs as requested for 414 N. Main. Let me know if you need anything else. Thanks for working on this with me, Mike (9/9/2013) Albert Triplett - 414 Office Park Site plan/North Main Addition Pagel From: John Robertson To: Albert Triplett; khamilton hamiltonduffy.com CC: Deborah Wood; Paul Lee Date: 9/9/2013 11:12 AM Subject: 414 Office Park Site plan/North Main Addition Albert and Keith: Below is a list of items that need to be addressed for the site at 414 N. Main Street project. A few of these items need to be addressed for the site plan. Some just need to be included in the Civil Construction plans prior to construction. Albert, you decide which you need to see for site plan. Keith, this is not a complete review, but touches upon the items I can see with what was submitted. - Public Works will need a full set of Civil Construction Plans for this development prior to construction, including paving, drainage, utilities, grading, details, cover sheet, plat, etc. Checklist can be provided to architect. Engineer is familiar with our plans requirements. - Driveway approach can be a minimum of 30' in radii, due to the fire lane proposed. - Driveway can not begin its radius across the property line. The radius currently begins over the south property line. - Dumpster needs to be screened and placed in a location where the truck can actually pick it up. Currently, the dumpster looks to be located in a parking space at an angle that would make pick up difficult if not impossible. - The drainage area map does not match the North side addition plans that were originally developed for this site. The plans showed a new inlet to be near the north east corner of the building. There is supposed to be a stubout pipe there already for an inlet to be built. - Needs a 5' sidewalk along the frontage of this property (6' if built at back of curb along Main St.). - Needs a utility plan. Where ever the sanitary is to tie into the sewer, there needs to be a man hole for the lateral tie it. Also needs to show the proposed water services. This is not a full review, but hits the highlights. John John D. Robertson, P.E., CFM Dev., Eng. & Const. Manager City of Grapevine 817-410-3136 817-410-3003 (fax) irobertsonagrapevinetexas.gov �T —fELXX- S� October 17, 2013 Mike Sartain 7113 Cedar Ct Colleyville, TX 76034 Re: Case No. SP1 3-11 Mr. Sartain, This letter is to verify that your Site Plan Review application SP13-11, located at 414 North Main Street and platted as Lot 2, Block 1, North Main Addition was approved per the attached site plan on October 16, 2013. Please find enclosed an approved site plan set for your records. No site plan approval shall be valid for a period longer than one (1) year from the date such approval is issued, unless a building permit is issued and construction is actually begun within that period, and is thereafter diligently pursued to completion or an occupancy permit 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 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. 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 DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine - P.O. Box 95104 - Grapevine, Texas 76099 - (817) 410-3154 Fax (817) 410-3018 - www.grapevinetexas.gov a . 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