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HomeMy WebLinkAboutSP2017-253 P 1-7- QS CITY OF GRAPEVINE SITE PLAN APPLICATION PART 1. APPLICANT INFORMATION Name of applicant: agent/company/contact Crystal Vasquez w/Huckabee Street address of applicant/ agent: 801 Cherry Street, Ste. 500 City / State / Zip Code of applicant / agent: Fort Worth, TX 76102 Telephone number of applicant/ agent: Fax number of applicant/ agent: 817.946.0047 817.377.2303 Email address of applicant/agent Mobile phone number of applicant/agent 817.946.0047 Applicant's interest in subject property: Architect Firm representing Grapevine-Colleyville ISD PART 2. PROPERTY INFORMATION Street address of subject property 3223 Mustang Drive Legal description of subject property (metes & bounds must be described on 8 112"x 11" sheet) Lot 1 R, Block 1, Grapevine High School Addition Size of subject property 84.552 Acres Square footage Present zoning classification: Give a general description of the proposed use or uses for the proposed development: Renovations to Ag Barn at Grapevine High School for Grapevine-Colleyville ISD PART 3. PROPERTY OWNER INFORMATION Name of current property owner: Grapevine-Colleyville ISD Street address of property owner: 3051 Ira E Woods Ave. City / State /Zip Code of property owner: Grapevine, TX 76051 Telephone number of property owner. • Fax number of property owner 817.305.4913 817.305.4914 ❑ 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. l� t I PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN ►�S Print Ap licant's Name: V Appli ant's Signa ure: The State Of -rem County Of -Arran✓t)— Before Me 1 y 1 t4u ( no on this day personally appeared e ru s4a( V wsQ t t e- z (notary) A (applic nt) 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 G' % day of A.D. ��purb MISTY CANO Notary Public, State of Texas ., Q= Comm. Expires 08-01-2021Lit Notary Ip 12390931 Not nA d For State Of Texas nnut� 11 1 Print Property Owners ame: The State Of s County Of Before Me e- on this day personally appeared (notary (property owner known to me (or proved to me on the oath of card or other document) to be the person whose name 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 3t day of� A.D. A LESLIE KRAWETZKE *: *: My Notary IQ # 128883109 OJL Ci 1 23 [>,e a t�+� Expires February 13, 2020 otary In And For State Of Te xq subscribed to the foregoing instrument and SP(-�-as 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 Date: Property Owner Signature Date: to i $%[ n C! Sp��-as 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 3223 Mustang Drive Legal description of subject property Lot 1 R, Block 1, Grapevine High School Addition Public Works Department Date This form must be signed by the public works department and submitted along with a completed application to the planning and zoning department S � \-7 -c'-�S BEING, a 84.552 acre tract of land situated in the H. Decker Survey, Abstract No. 438, City of Grapevine, Tarrant County, Texas; said tract being a part of Lot 1R, Block 1, Grapevine High School Addition, an addition to the City of Grapevine, Texas according to the plat recorded in Cabinet A, Slide 1809 of the Plat Records of Tarrant County, Texas; said 84.552 acre tract being more particularly described as follows: BEGINNING at a point at the most northerly northeast corner of said Lot 1R; said point being in the west line of Block 3, Timberline Estates, an addition to the City of Grapevine, Texas according to the plat recorded in Volume 388-126, Page 10 of said plat records; said point being in the south right-of-way line of Mustang Drive (a variable width right-of-way); from said point a 1/2 -inch iron rod with "HUITT ZOLLARS" cap found bears North 00 degrees, 38 minutes West, a distance of 1.3 feet; THENCE, with the east line of said Lot 1 R, the following five (5) calls: South 00 degrees, 38 minutes, 19 seconds East, departing the said south line of Mustang Drive, a distance of 1,042.20 feet to a 5/8 -inch iron rod found for corner; said point being the southwest corner of said Block 3; North 89 degrees, 21 minutes, 41 seconds East, a distance of 174.00 feet to a 1/2 -inch iron rod with "PACHECO KOCH" cap set for corner in the south line of Block 3; said point being in the west right-of-way line of Timberline Drive (a variable width right-of- way); South 00 degrees, 38 minutes, 19 seconds East, continuing with said west line of Timberline Drive, a distance of 900.00 feet to a point corner; North 89 degrees, 21 minutes, 41 seconds East, continuing with said west line of Timberline Drive, a distance of 6.00 feet to a point for corner; from said point a 1/2 -inch iron rod found bears South 37 degrees, 07 minutes East, a distance of 0.3 feet; South 00 degrees, 38 minutes, 19 seconds East, a distance of 673.20 feet to a point at the southeast corner of said Lot 1R; said point being the southwest corner of Aspen Oaks Addition, an addition to the City of Grapevine, Texas according to the plat recorded in Volume 388-200, Page 74 of said plat records; THENCE, South 89 degrees, 53 minutes, 41 seconds West, with the south line of said Lot 1 R, a distance of 918.09 feet to a point for corner; THENCE, South 89 degrees, 17 minutes, 39 seconds West, continuing with the south line of said Lot 1R, a distance of 1,053.19 feet to a point for corner; said point being the southeast corner of Lot 1, Block 1, Grapevine High School Addition Phase III, an addition to the City of Grapevine, Texas according to the plat recorded in Cabinet A, Slide 1697 of said Plat Records; THENCE, North 00 degrees, 18 minutes, 47 seconds West, a distance of 339.50 feet to a point at the northeast corner of said Phase III; THENCE, South 89 degrees, 50 minutes, 44 seconds West, a distance of 250.02 feet to a point for corner in the east right-of-way line of Pool Road (a variable width right-of-way); B,,Y spt--�--Qs THENCE, North 00 degrees, 09 minutes, 24 seconds West, along the said east line of Pool Road, a distance of 504.85 feet to a point corner; said point being in the south line of Lot 1, Block 1, Grapevine High School Addition Phase II, an addition to the City of Grapevine, Texas according to the plat recorded in Cabinet A, Slide 1808 of said Plat Records; THENCE, along the northwest line of said Lot 1 R, the following seven (7) calls: North 89 degrees, 50 minutes, 37 seconds East, a distance of 187.19 feet to a point for corner; North 00 degrees, 08 minutes, 38 seconds East, a distance of 5.64 feet to a point for corner; North 53 degrees, 53 minutes, 51 seconds East, a distance of 1,051.25 feet to a point for corner; North 27 degrees, 40 minutes, 44 seconds West, a distance of 206.86 feet to a point for corner; North 53 degrees, 53 minutes, 51 seconds East, a distance of 250.00 feet to a point for corner; North 45 degrees, 27 minutes, 46 seconds East, a distance of 199.42 feet to a 1/2 -inch iron rod with "PACHECO KOCH" cap set for corner; North 00 degrees, 38 minutes, 19 seconds West, a distance of 394.16 feet to a 1/2 -inch iron rod with "PACHECO KOCH" cap set for corner in the said south line of State Highway No. 26; THENCE, North 53 degrees, 49 minutes, 13 seconds East, with the said south line of State Highway No. 26, a distance of 490.07 feet to a 1/2 -inch iron rod with "PACHECO KOCH" cap set for corner; said point being the intersection of the said south line of State Highway No. 26 with the said south line of Mustang Drive; THENCE, North 88 degrees, 46 minutes, 41 seconds East, with the said south line of Mustang Drive, a distance of 122.55 feet to a point for corner; THENCE, North 89 degrees, 24 minutes, 41 seconds East, continuing with the said south line of Mustang Drive a distance of 217.00 feet to the POINT OF BEGINNING; CONTAINING: 3,683,096square feet or 84.552 acres of land, more or less. 13 �t-7- a5 The scope of work for this project includes; replace existing roof over the original part of the building 12,500 SF., paint existing structure that remains as well as new roof structure, replace deteriorated insulation at either end of the barn, remove and replace existing rollup doors, and provide an enclosure (un insulated boundary) with barn doors at cow pens. We will also replace all light fixtures and add additional fixtures to improve lighting, pour 2 concrete pads (30'-0"x60'-0") underneath existing lean to frame, install 4 new security cameras, replace —550 LF of fencing, and install new back flow preventer. No new square footage added. ---------------- F "f.: SP17-25 GRAPEVINE HIGH SCHOOLAG BARN NOVEMBER 29, 2017 3223 MUSTANG DRIVE LOT 1R, BLOCK 1, GRAPEVINE HIGH SCHOOL ADDITION GRAPEVINE HIGH SCHOOL AG BARN All sheets • Please add case number SP17-25 to the signature block of all sheets. Site Plan • Please provide the dimensions of the barn. • Please dimension the distance of the barn to the east and south property lines. Dimensional Control Site Plan • Please provide the dimensions of the barn. Building Elevations • Please label the proposed exterior material. For verification 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") If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155. O:\ZCU\2017\SP17-25\SP17-25.1.doc 1 Albert Triplett From: Sent: To: Subject: Yes sir, I received it. Thanks! Get Outlook for iOS 101awmI Huckabee Crystal Vasquez LJ[o] 817.377.2969 [m] 817.946.0047 www.huckabee-inc.com Committed to the success of all students for 50 years Crystal Vasquez <cvasquez huckabee-inc.com> Wednesday, December 06, 2017 3:54 PM Albert Triplett Re: SP17-25 in f From: Albert Triplett <atriplett@grapevinetexas.gov> Sent: Wednesday, December 6, 2017 3:02:27 PIVI To: Crystal Vasquez Subject: Re: SP17-25 Mrs. Vasquez, will you please acknowledge your receipt of the staff comments for SP1 7-25, the Ag - Barn? 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: Crystal Vasquez <cvasquez huckabee-inc.com> Sent: Wednesday, December 20, 2017 10:20 AM To: Albert Triplett Subject: RE: SP17-25 - Ag Barn Em Huckabee Crystal Vasquez LJ[o] 817.377.2969 [m] 817.946.0047 www.huckabee-inc.com Committed to the success of all students for 50 years a in f From: Albert Triplett [mailto:atriplett@grapevinetexas.gov] Sent: Wednesday, December 20, 2017 10:17 AM To: Crystal Vasquez Subject: Re: SP17-25 - Ag Barn Hello Mrs. Vasquez, can you please tell me the latest on when to expect the revisions for the Ag Barn? Thank you. Albert L. Triplett Jr. Planner 11 City of Grapevine 200 S. Main Street Grapevine TX 76051 817.410.3155 *** ale mail communication — Please use caution before clicking links and/or opening attacm-fients *** 1 January 18, 2018 Albert L. Triplett Jr. Planner II City of Grapevine 200 S. Main Street Grapevine, TX 76051 Re: Grapevine-Colleyville ISD Project Name: Ag Barn Renovation Project Address: 3223 Mustang Drive Huckabee Project Number: 1710-01-03 Dear Mr. Triplett, This letter is in response to your plan review received on November 29, 2017. The Contractor will be given a copy of this letter, along with a copy of the plan review, to ensure compliance with each item. ALL SHEETS Comment 1: Please add case number SP17-25 to the signature block of all sheets. Response: Case number added. SITE PLAN Comment 2: Please provide the dimensions of the barn. Response: Dimensions added. Comment 3: Please dimension the distance of the barn to the east and south property lines. Response: Dimensions added. DIMENSIONAL CONTROL SITE PLAN Comment 4: Please provide the dimensions of the barn. Response: Dimensions of the existing building added. BUILDING ELEVATIONS Comment 5: Please label the proposed exterior material. Response: Exterior materials have been labeled. If you have any questions or concerns, please contact me, Crystal Vasquez at 800.687.1229. Sincerely, NCrystaVasquez Regulatory Specialist Z January 23, 2018 Crystal Vasquez .•- :0` be.901 Cherry St #500 Fort Worth, TX 76102 This letter is to verify that your Site Plan Review application SP1 7-25 for property located at 3223 Mustang Drive #Ag and platted as LotBlock 1, Grapevine High School was 2pproved per the enclosed site plan on January 22, 2018. Please find enclosed an 2pproved 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 ora 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 SIR ACES DERNR'1'M1-1NT The City of Grapevine - P.O. Box 95104 - Grapevine, Texas 76099 - (817) 410-3154 LJ V) cc 00 n z re m N 00 rn 00 LLJ a z (D 'N D, , < 00 n (n 3 — -�s 400, o4p olo� I II ULTIMATE LIMITS OF FLOOD ZONE I �f\ iY GRA Ar; - All P ooz000, _J 'd F EFFECTIVE LIMITS OF FEMA FLOOD ZONE I ) r I- J � I � � 1 I I� it ( _ J I �1�I_.��- - L i_ . _ _- 0 t T __J PARTIAL LOT LINE (TYP) PORTION OF LOT 1R, BLOCK 1 GRAPEVINE HIGH SCHOOL ADDITION MAPSCO F26-V'I VICIN17YMAP (NOT TO SCALE) 7PN74J 1. ALL REQUIREMENTS OF THE GRAPEVINE SOI EROSION CONTROL ORDINANCE SHALL BE ME DURING THE PERIOD OF CONSTRUCTION. 2. ALL MECHANICAL, ELECTRICAL AND INCLUDING Al CONDITIONING EQUIPMENT SHALL BE SCREENE FROM PUBLIC VIEW. 3. THE BUILDING PERMIT MUST MATCH WITH TH APPROVED PLANNING DIVISION APPROVED SITE PLA SET. I 0 60 120 240 360 1 m LEGAL DESCRIPTION: il�T,�11,11111111,111111111 I GRAPHIC SCALE IN FEET Lo IT GRAPEVINE HIGH SCHOOL B. BOLLARD ADDITION EMs ELECTRIC METER 100.879 AC PP, POWER POLE 101,189 SF, 2.32 AC `S-1 LIGHT STANDARD BLOCK 1 GRAPEVINE Z3 0 SCHOOL ADDITION) wmO WATER METER 43,572 SF, 1.00 AC WV(9 WATER VALVE 57,617 SF, 1.32 AC icv® IRRIGATION CONTROL VALVE 30,460 SF, 0.70 AC FH<)- FIRE HYDRANT Cl Go <_- co" CLEANOUT 0 (D MH@ MANHOLE -f !� TSCO TRAFFIC SIGNAL CONTROL LL TSP,, TRAFFIC SIGNAL POLE TELE TELEPHONE BOX2 24 <lq <� FLOOD LIGHT > FP FLAG POLE 0) It LL SIGN TRAFFIC SIGN Ld 'o 1/2—INCH IRON ROD ME= IRS W/"PACHECH KOCH" CAP SET (C.M.) CONTROLLING MONUMENT mmm� PROPERTY LINE w X_ FENCE z OHL — OVERHEAD UTILITY LINE E UNDERGROUND ELECTRIC LINE > am T UNDERGROUND TELEPHONE LINE D G — UNDERGROUND CABLE LINE 0 W -6"W— UNDERGROUND WATER LINE _6"SS— — UNDERGROUND CABLE LINE __613— EXIST CONTOUR k_,LINLKAL _�dlt UA I A: m LEGAL DESCRIPTION: LOT 1 R, BLOCK 1 Lo IT GRAPEVINE HIGH SCHOOL ADDITION LOT SIZE: 100.879 AC A PARTIAL LOT: 101,189 SF, 2.32 AC (A PORTION OF LOT 1R, BLOCK 1 GRAPEVINE HIGH SCHOOL ADDITION) TOTAL IMPERVIOUS: 43,572 SF, 1.00 AC TOTAL OPEN SPACE: 57,617 SF, 1.32 AC PAVED AREAS: 30,460 SF, 0.70 AC ZONING. �G �RN �_) USE: EDUCATIONAL f SCHOOL USE: EDUCATIONAL f SCHOOL Arox-W HEIGHT: 12'-0" GROSS SQUARE FOOTAGE: 20,625 SF BUILDING FOOT PRINT: 20,625 SF FLOOR AREA RATIO: 0.2310 CONSTRUCTION TYPE: 2B �le n v7 po J A h\ SHEET ISSUED CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAN �'J CITY OF GRAPEVINE h APPROVED SHEET:l OF 9 DEPARTMENT OF DEVELOPMENT SERVICES I m Inc. Huckabee STIN - DALLAS - PORT WORTH - HOUSTON - WACO www.huckabee-inc.com 800.687.1229 IOVERALL SITE PLAN THE SEAL APPEARING ON THIS DOi. CUMENT WAS AUTHORIZED BY PAUL M. HAMES, P.E. 66791 ON 01/18/2018. ALTERATION OF A SEALED DOCUMENT WTHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. Lo m Lo IT c� L6 C4 1000 CID 0 Co 0 (D !�l -f !� ui LL U) LL Ld 'o LL f 15 tg a. w z W z w > am w I. -■Z D cl) 0 W 0 W W C.0 uo- Huckabee STIN - DALLAS - PORT WORTH - HOUSTON - WACO www.huckabee-inc.com 800.687.1229 IOVERALL SITE PLAN THE SEAL APPEARING ON THIS DOi. CUMENT WAS AUTHORIZED BY PAUL M. HAMES, P.E. 66791 ON 01/18/2018. 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Z_ mE//-\ L PIPE� . . e x1unwsrAL L6^x10a^wcmL - � -__ � � _ -oomwn(np) cuLuww(nP) ------ ---- �------uVER*^mo---pROP PIPE RAIL FENCE ^ REF ARCH � oono �nu�D�r� o^n_- | �� | -___--- ------ ---------- ____- ]| | 'n ',--PROP CONCRETE PAD-/ .". 6"XIO.5"METAL -A If COLUMN(TYP) PROP 18" CONCRETE MOW STRIP Cn�^ | l ___------- --------_- 'q |------------ � -- cm�/ rcn�c /u now+om | G G S G *»0 WATER VALVE � m» IRRIGATION CONTROL VALVE FH* FIRE HYDRANT *o" CLEANOUT w*(� MANHOLE � TSC TRAFFIC SIGNAL CONTROL TRAFFIC SIGNAL POLE PROP rsp " � VCONC ��+�r /o TE ONE BDX VYALKFLODD LIGHTCHT rp° FLAG POLESIGN � ~ TRAFFIC � / �1. REFER TO SHEET GO.5 FOR GENERAL a CASE NAME: AG, BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ao Tv DATE SHEET: 3 OF 9 DEPARTMENT OF DEVELOPMENT SERVICES LO ~'~'` 1/2 -INCH IRON R0] U�� ' VV () CH��KOCH, CAP SE %41 (C.M.) CONTROLLING MONUMENT PROPERTY LINE ---- ------- x ------' FENCE is )UI/ `~ ------ X ~�-�--- PR(}P()��[} FENCE � ­> TRAFFIC DIRECTION � CN DEMOLITLqtL 00 f CL ~- 00 ALL DIMENSIONS ARE TO BACK -OF -CURB UNLESS OTHERWISE NOTED. � / �1. REFER TO SHEET GO.5 FOR GENERAL a CASE NAME: AG, BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ao Tv DATE SHEET: 3 OF 9 DEPARTMENT OF DEVELOPMENT SERVICES A11=11111 LO co LO %41 i is 16 00 ILL A11=11111 LO co LO %41 16 00 ILL 00 ILL W CD ED uJ Lu cc u0_ ��d�' m���� /� ���[�������U��'��'��' wsnN'DALLAS 'pooWomu'HOUSTON ^,wCo 800s87.1229 ' 3381-16 263 THE SEAL APPEARING ON THIS DOCUMENT WAS Drawn By: - AUTHORIZED BY PAUL M. HAMES, P.E. 66791 ON 01/18/2018. ALTERATION OF A SEALED DOCUMENT WMS VATHOUT PROPER N01IRCAlION TO THE RESPONSIBLE Date: ENGINEER IS AN OFFENSE UNDER THE TEXAS 01118/2018 C1 11 ENGINEERING PRACTICE ACT. NUNN 36" OAK X X -k-1,4f nAK 10 qS 4" CREPE MYRTLE (TY 'C"SS 240' OAK OAK 24" (OAK Il —4 x x x X CHIP ASHPALT .4 uut,\b_­----­i FENCE r C' 2�, CREPE HAINLINK +/ FENCE T + + A m S x + + + + SHIPPING CONTAINER 4 INSTALL: 1—BACKFLOW PREVENTER EXIST CHIP F—_ 105.6' 1 — VALVE 4 I I& ASPHALT CE lz� CONTRACTOR SHALL FIELD 0, 'N� 3LOCK 1 x �7- - 1�i7_ 77] x x VERIFY WATER SERVICE SIZE �CHOOL ADDITION & LOCATION. MATCH EXIST LZA-11 -L. 1809) WOODEN SHED SERVICE SIZE. REMOVE AND REPLACE 22, 1994) EXIST SURFACE EXIST CHIP MATERIAL TO EXISTING-- 1, ASPHALT CHIP ASHPALT CONCRETE WALK & CURB W. CONDITIONS ORB BE -TTER x _ ................'w ELEC X x iCV0f.. MH (g, jul _7 5.25"X8. %SAL X 5 2,9`XR 5'METAL S�QLWN(TYP) CONDUIT x I Z_ COLUMN(TYP) CONCRETE WALK CONCRETE SLAB CONCRETE SLAB X,/ II 1 STORY METAL X. POLE BARN ECE X ___Jx ELEC C x /Z� �,.'`r Z/ Z.— 0 0 .2- rAl PP W/IRANS, 0 6" LURA P) OVERHANGLUM REINFORCED CONCRETE PAVMENT 6`X1 0 "METAL COL�MN(TY;) 2 X X x AMBER PIPELINE COMPANY EASEMENT AGREEMENT (VOL. 11592, PG. 1910) 18" CONCRETE MOW CURB -7— --RE"E­TML--5-S"fE- x REINFORCED CONCRETE PAVMENT II j G G, G G G GG >< Y PRIVATE STORM SEWER yINSTALLED BY MULTI—PURPOSE TREEUNE y ACTIVITY CENTFR PI ANS APPROXIMATE LOCATION OF DRAINAGE EASEMENT (CAB. A, SL. 1809) y y z 0% IN E X TREELINE x METAL. L___j 4�' X X X x X X x h AG BARN SEWER INSTALL KNOX BOX (VQL 0751 PG 1450) SERVICE RELOCATED BY ON EXISTING GATE It I COO MULTI—PURPOSE 411 Jon fl 1 WVQ EXIST I CONCRETES 1 0"SS ACTIVITY CENTER PLANS .7' HEADWALL , 1, C ?-"-,CREPE MYRTLE �Ijll CREPE 0"ss I �7111 zz _-77_77:-z_ REINFORCED CONCRETE PAVEMENT LINK k'�­' IN CONCRETE PAVERS 13" F' 51 OAK POST OAK C CONCRETE GABION RIP -RAP (PER AS -BUILT) 28" POST OAK 0 18" POST OAK 024 ' *1 4" m IV 4CK8�`O K �j TRE HAO 6- ey� 8" COTT _jl 61, C01AR ELM A------ 18" POST I v 41 POSFOAK 4,413 �P?o T4� GASION RIP -,RAP (PER AS -BUILT) 0 10 20 40 60 GRAPHIC SCALE IN FEET @ 2017, Huckabee & Associates, Inc. wr To semi B. BOLLARD EMe ELECTRIC METER PP, POWER POLE LSO LIGHT STANDARD WM0 WATER METER WV0 WATER VALVE icvg IRRIGATION CONTROL VALVE FH-(> FIRE HYDRANT Co. CLEANOUT MHO MANHOLE TSCA TRAFFIC SIGNAL CONTROL TSP, TRAFFIC SIGNAL POLE TELE o TELEPHONE BOX -1-SL FLOOD LIGHT FP® FLAG POLE SIGN TRAFFIC SIGN IRS 1/2—INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE X — FENCE 4" CONCRETE WALK & CURB (CLASS "A", 3000 PSI) REF DETAIL 6 SHEET C4.2 6" REINFORCED CONCRETE PAVEMENT cL (CLASS "C", 3600 PSI) REF DETAIL 1 SHEET C4.2 FOR SUBGRADE PREPARATION + + + CHIP ASPHALT -4- -4- MATCH EXISTINGi�/, A/1-1 2 _q, 1 L NOTE: /2\ 1. REFER TO SHEET GO.5 FOR GENERAL NOTES. Z. REFER TO SHEET C2.1 — GRADING PLAN FOR TOPOGRAPHIC CONTOURS, SPOT ELEVATIONS AND DRAINAGE FLOW DIRECTIONS. ro/ CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SPI 7-25 ADDRESS/LEGAL: 3223 MUSTANG DRIVE k SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. SHEET:4 OF 9 DEPARTMENT OF DEVELOPMENT SERVICES 5 PAVING & UTILITY J PLAN 'lot THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. HAMIES, P.E. 66791 ON 01/18/2018. ALTERA11ON OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS Date: gj01/18/2018 ENGINEERING PRACTICE ACT. 0 m 0 0 Cf) 0 27-- cr- 2D L L Lu 0 = = or -O U"> cr_ �> CL _1 m ULJ CL • < cr_ (D PAVING & UTILITY J PLAN 'lot THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. HAMIES, P.E. 66791 ON 01/18/2018. ALTERA11ON OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS Date: gj01/18/2018 ENGINEERING PRACTICE ACT. LO m A N U"> • oo co 0 C:> CIO 0 CD 0 C:> C:) w Lj_ Cf) u— W 0 G K 0 < r-_ cr Z ZL W z LLJ W F_ X Z D 0 W 0 W W CD V_ 0 co LL PAVING & UTILITY J PLAN 'lot THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. HAMIES, P.E. 66791 ON 01/18/2018. ALTERA11ON OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS Date: gj01/18/2018 ENGINEERING PRACTICE ACT. R I f t f C _ _, I I I 11 SPACES I l i 11 SPACES AG BARN SEWER BICE RELOCATED BY I MULTI—PURPOSE PITY CENTER PLANS ✓✓ .7' HEADWALL —_ EXIST WATER SERVICE (SIZE k LOCATION UNKNOWN) VbA CONDUIT r xIST CHIP ASPHALT da�i I , 1„� � �j rj �,�•" / r s;- � CO tr rf� a I \Ot4CRE T' i �r j - 21 OAK 4" CR �ti~�YR'.,�C'i�/����z. i }IS k L aA'i k0j t ; r r _ '1 j i % 1 0 10 20 40 60 111 , NET ti C GRAPHIC FEET 4',C� E My RTLE\ i ( ! u �} I SCALE IN %� 5" PE A(�I} } �,..�---'- n% ( - (ij `'�, t..r-`"�' ✓' fr'f � .''f��-�'`t t � � y`10' CHAINLINK �\� LS FENCE 1 vvv EXIST I„ j Is�� 1 CONCRETE II CREPE LE r 4'° x`",,CREPE MYRTLE } PAVEMEtIi p x t t!. I �V - j ..f- FENCE 71 8 iLE CREPE M 14 „ UVE�AK � 3 } � � } t � 7.5' UTILITY EASEMENT � -197, PG. 6) rr (VOL. 388 � �� � ( €r�v 5' Chi ^,IRI.i" FENCE ` 81, L14E OAK x \ < _ - < I()' CHAiNLIIIR EXISTING FENCE\, \\ 1 s=ENCE I TO REMAIN `�/ _ ' \'t t` A E � f 1 f \ ji 9 �,{ ",.^^-",...rr^'�U`4 _ ^'�---"'�_— t, ," ...'c`'. �,._.•-`-< '�A � E� 1 p tl E r if r J r fWT TO SCALE \ \ 1, EXISTING FENCE I TO REMAIN ; I � \ BOLLARD REMOVE EXIST FENCE EM ELECTRIC METER REPLACE WITH 355 LF OF ! I c PP® POWER POLE r CONCRETE., \ PIPE RAIL FENCE PER ARCH. _ LS I. SLAG 11 \l\! \ ` ( f LIGHT STANDARD wm V® �f f �'`; REMOVE EXIST FENCE REPLACE \`� I ± drl wv® WATER METER WATER VALVE WITH 80 LF OF PIPE RAIL FENCEzlCV0 IRRIGATION CONTROL VALVE PER ARCH. v ( f PHS FIRE HYDRANT j/ LOT 1 R, BLOCK 1 I CO. CLEANOUTPUBLIC UTILITY EASEMENT % MH® MANHOLE(VOL. 9751, PG. 1450) GRAPEVINE SCHOOL ADDITION t TSCA TRAFFIC SIGNAL CONTROL LtL _ — I \ \ (CAB. A, SL. 1 809) f TSP TRAFFIC SIGNAL POLE 0.2" METAL PIPE 1 `�, �`,. 4\ (FILED: JULY 22, 194) TELE TELEPHONE BOX 6"x10.5"METAL FLOOD LIGHT COLUMN(TYP) { I I PP, FLAG POLE x f \ v \� �/ 1 ( sic TRAFFIC SIGN REMOVE EXIST FENCE & REPLACE WITH i \ �1 1/2—INCH IRON ROD 28 LF OF PIPE RAIL EE CE PER ARCH. PROPOSED GATE `� I ; I�I I IRS W/"PACHECO KOCH CAP SET REF ARCH - I i \ � J, /yy(C.M.) CONTROLLING MONUMENT PROPERTY LINE Yo f ' I x EXISTING FENCE TO REMAIN AMBER PIPELINE COMPANY 156 LF EXIST FENCE ' " EASEMENT AGREEMENT `�, \, �'IW PROPOSED FENCE (VOL. 11592, PG. 1910) j r'r TRIM EXIST FENCE MESH ABOVE PROP CONIC. I ____ NOTE; r I 1. REFER TO SHEET GD.5 FOR GENERAL NOTES. — — — — — 2. NO FENCE POST SHALL INSTALLED WITHIN 10' OF \ 1 A WATER, SEWER OR GAS LINE. TREELIKE _m___" _ x . COPS CRE `E PAVERS '. �111 1 15"4POST OAK 13" POS' OAK OST�AK j a _,-,--12\POS GAE3C7 RIP -RAP (PER A;;'-B'JiLT) 28" POST OAK ,r 'I REMOVE EXIST FENCE & REP, E CCTT0i REP, 24" 4�wQOD `� WITH 90 LF OF PIPE RAIL FENCE 7 PER ARCH. \, t 10' UTILITY EASEMENT TREELNE ,\ \` , ' (VOL. 388-200, PG. 74) 1 ~ 15' SANITARY SEWER EASEMENT \ I I (VOL. 388-200, PG. 74) N REF ARCH _ im SERRY ' 1` } EX1`ST ' NCE t \ `a, m y �` �` TO REMAIN \ POS P \K F',POS��dJK3 \ s )Sly 04 6°, CE' AR ELMt$ �$ / - i APPROXIMATE LOCATION OF I \ DRAINAGE EASEMENT (CAB. A, SL. 1809) 8„ HACKEI \R 24" POS K c3 l . , 1,y 1�' f QS QRK; r 7" HACKRY j •d ,,t 18" POST "AK T t \A � 3" COTT 3 z 25" PQS4AK 12" DAD TRE�,, > f #' �! R 1)'s -' X20"iEAD> TR GASIUN RIS'-RAPmomommAm, mmmmomaw mmw fowmw � (PER AS. -BUILT),.- 2?'MDE c�r�C�s..E —� EFFECTIVE LIMITS �3F 20" POS7,,' OAK -A Iffle, WALL \\< ~�..�` ` FEMA FLOOD ZONE € , - 15Post OAK was _ pt \ ws —71 „ { i Uri sfHa e SHEET: 5 OF • DEPARTMENT OF DEVELOPMENT OF tp' li<1 l� t" lam. TTi�I �•� 2017, Huckabee & Associates, Inc. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. H�ePES P.E. 66791 ON D NE "AE" 01/18/2018. ALTERATION OF A SEALED DOCUMENT _ WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE p eil, �' ,/`ja"• �"�'�"---.-[.---_ ak .mac: *--_-� � `�' 4 �--'i a i �'i t '•-„_ / 11 �s DA1� E i T \ a yt ; c 12 Tk �` "` — ENGINEER IS AN OFFENSE UNDER THE TEXAS f 19 PSTAK I DE' 1` f -' a� r- ENGINEERING PRACTICE ACT. S A T - t {_K ST,/OA C j �S .E�.43 tt CONCRETE RAKERS fr # s I 04 0 to E, t CoCo CID Awk THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. H�ePES P.E. 66791 ON D NE "AE" 01/18/2018. ALTERATION OF A SEALED DOCUMENT _ WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE p eil, �' ,/`ja"• �"�'�"---.-[.---_ ak .mac: *--_-� � `�' 4 �--'i a i �'i t '•-„_ / 11 �s DA1� E i T \ a yt ; c 12 Tk �` "` — ENGINEER IS AN OFFENSE UNDER THE TEXAS f 19 PSTAK I DE' 1` f -' a� r- ENGINEERING PRACTICE ACT. S A T - t {_K ST,/OA C j �S .E�.43 tt CONCRETE RAKERS fr # 04 0 to E, t CoCo CID Awk M1 t � i i lEM A C w ILL o CE: 'f::1 1 i rr s Co THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. H�ePES P.E. 66791 ON D NE "AE" 01/18/2018. ALTERATION OF A SEALED DOCUMENT _ WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE p eil, �' ,/`ja"• �"�'�"---.-[.---_ ak .mac: *--_-� � `�' 4 �--'i a i �'i t '•-„_ / 11 �s DA1� E i T \ a yt ; c 12 Tk �` "` — ENGINEER IS AN OFFENSE UNDER THE TEXAS f 19 PSTAK I DE' 1` f -' a� r- ENGINEERING PRACTICE ACT. S A T - t {_K ST,/OA C j �S .E�.43 tt CONCRETE RAKERS fr # n 00 n z ry m 0 CN r') LJ rl V) r) z ro (0 T 00 ro n 00 O rn 00 z 0,:::, E3 N z 'X PLANTING GENERAL NOTE5 /Z I X-- ------ - -- INSTALLATION. 2. FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL Of DEBRIS, ROCKS, ETC. FROM THE SITE AND INSURE F051TIVE DRAINAGE IN ALL AREAS. 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TO COMMENCEMENT Of WORK. CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE TO UTILITIES x 4. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 5. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION X-- AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND ACCESSORIES. G. ALL PLANT MATERIALS SHALL MEET ANSI ZGO. I STANDARDS FOR CALIPER, HEIGHT AND ROOT --- - ------ LIMIT Of WORK out REJECTED AND REPLACED AT THE CONTRACTORS EXPENSE. 7. QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. IT 15 THE RESPONSIBILITY OF THE I T I T I 8. p !v! 1 ARMS EX15TING TURF LANDSCAPE BY CONTRACTOR BEYOND TH05E LIMITS WILL BE REPLACED AT L an ME ME no me ME =a no In mm no am mwm an so an am F_) 9 2, LIMIT Of WORK mmmmmmm mummommagal sm J I am so on j MCD Y -------------- ------ z 'X PLANTING GENERAL NOTE5 /Z I ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 2. FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL Of DEBRIS, ROCKS, ETC. FROM THE SITE AND INSURE F051TIVE DRAINAGE IN ALL AREAS. 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TO COMMENCEMENT Of WORK. CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION. 4. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 5. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND ACCESSORIES. G. ALL PLANT MATERIALS SHALL MEET ANSI ZGO. I STANDARDS FOR CALIPER, HEIGHT AND ROOT BALL SIZE, ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTORS EXPENSE. 7. QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL CALCULATIONS. 8. LIMITS Of WORK AND AREAS FOR 50D 11\15TALLATION5 ARE SHOWN. ANY DISTURBANCE Of EX15TING TURF LANDSCAPE BY CONTRACTOR BEYOND TH05E LIMITS WILL BE REPLACED AT THE CONTRACTORS EXPENSE. 5' CHAINLJNK ------ F EN C E UA' WAlk"LOW010mmul 0 10 20 40 GRAPHIC SCALE IN FEET NOT TO SCALE 5OD/5f-f-D CODE QTY BOTANICAL NAME/ COMMON NAME REMARKS CD 1 3,157 5f CYNODON DACTYLON / BERMUDA GRASS SOLID, ROLLED TIGHT, SAND FILLED JOINTS, 100% WEED, PEST AND DISEASE FREE rl lnG MG — A K I-rl At/" VI I INS l - I . SAMPLE (3) LOCATIONS IN TURF AREA5 * SEND TO TEXAS A*M EXTENSION SERVICE TO TEST FOR "TURF GRA55 SUITABILITY". ADD COMPOST IN THE RECOMMENDED DOSES ON THE SURFACE, THEN TILL TO 4" DEPTH. 2. INSTALL TURF, REF. PLANTING PLANS FOP, TYPE, E3f--RMU-DA--TURf TOP501L 1 1/211 = 1 1-01, CASE NAME: GRAPEVINE H.S. MAC CASE NUMBER: SP16-26 ADDRESS/LEGAL- 3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE': ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. a !-ra SHEET.- 6 OF 9 DEPARTMENT OF DEVELOPMENT SERVICES Inc. h (-n Z LU Z W C3 '0 1, N Huckabee ISTIN - DALLAS - FORT WORTH - HOUSTON - WACO www.huckabee-inc.com 800.687.1229 Date: 07/24/17 Sheet No. zz m Huckabee ISTIN - DALLAS - FORT WORTH - HOUSTON - WACO www.huckabee-inc.com 800.687.1229 Date: 07/24/17 Sheet No. zz L Huckabee ISTIN - DALLAS - FORT WORTH - HOUSTON - WACO www.huckabee-inc.com 800.687.1229 Date: 07/24/17 Sheet No. B 5 CHP_dNLINK__ FENCE C MOM man" NEW= 0 10 20 40 60 GRAPHIC SCALE IN FEET I . THE TEMPORARY IRRIGATION PLAN IDENTIFIE5 AREAS THAT ARE TO RECEIVE VEGETATION AND TEMPORARY WATERING FOR E5TA5LI5HMENT, 2. CONTRACTOR MUST MAKE ALL ARRANGEMENT5 � PAYMENT EOR TEMPORARY WATER, MEETING ALL REQUIREMENT5 Of LOCAL JURISDICTION. 3. CONTRACTOR 15 RESPONSIBLE FOR METHOD5, COST, FREQUENCY, QUANTITY, AND ALL MAINTENANCE UNTIL LAND5CAPE HAS BEEN E5TABL15HED * ACCEPTED 13Y THE OWNER°5 REPRE5ENTATIVE � MEET5 THE REQUIREMENTS OF THE SPECIFICATIONS. 4. THE CONTRACTOR SHALL UTILIZE TEMPORARY IRRIGATION BY ANY METHOD APPROVED BY THE OWNER'S REPRESENTATIVE ON THE CONDITION THAT PLANTING E5TA51-15HMENT AND ACCEPTANCE 15 THE SOLE RE5PONSIBILITY OF THE CONTRACTOR. IRRIGATION LEGEND 77z- AREA TO RECEIVE TEMPORARY IRRIGATION CASE NAME: GRAPEVINE H.S. MAO CASE NUMBER: SP16-26 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAID CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. ES. SHEET: 7 OF • DEPARTMENTDEVELOPMENT Copyright 0 2017, Huckabee & Associates, Inc. 6 3 i I -. i 1710-01-03 5 CHP_dNLINK__ FENCE C MOM man" NEW= 0 10 20 40 60 GRAPHIC SCALE IN FEET I . THE TEMPORARY IRRIGATION PLAN IDENTIFIE5 AREAS THAT ARE TO RECEIVE VEGETATION AND TEMPORARY WATERING FOR E5TA5LI5HMENT, 2. CONTRACTOR MUST MAKE ALL ARRANGEMENT5 � PAYMENT EOR TEMPORARY WATER, MEETING ALL REQUIREMENT5 Of LOCAL JURISDICTION. 3. CONTRACTOR 15 RESPONSIBLE FOR METHOD5, COST, FREQUENCY, QUANTITY, AND ALL MAINTENANCE UNTIL LAND5CAPE HAS BEEN E5TABL15HED * ACCEPTED 13Y THE OWNER°5 REPRE5ENTATIVE � MEET5 THE REQUIREMENTS OF THE SPECIFICATIONS. 4. THE CONTRACTOR SHALL UTILIZE TEMPORARY IRRIGATION BY ANY METHOD APPROVED BY THE OWNER'S REPRESENTATIVE ON THE CONDITION THAT PLANTING E5TA51-15HMENT AND ACCEPTANCE 15 THE SOLE RE5PONSIBILITY OF THE CONTRACTOR. IRRIGATION LEGEND 77z- AREA TO RECEIVE TEMPORARY IRRIGATION CASE NAME: GRAPEVINE H.S. MAO CASE NUMBER: SP16-26 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAID CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. ES. SHEET: 7 OF • DEPARTMENTDEVELOPMENT Copyright 0 2017, Huckabee & Associates, Inc. 6 i l No. Sheet Ca L 1710-01-03 � . M DrawnCJTf I 7/24/17 i i ! ! •A i' k,. i l No. Sheet Ca L 1710-01-03 � . M DrawnCJTf I 7/24/17 i ! ! •A i' k,. , a4 i • i l No. Sheet Ca L 1710-01-03 � . M DrawnCJTf I 7/24/17 i EXISTING STRUCTURE TO REMAIN mi -99'- 5 15/32' '-F FIN FLOOR - Q I VVVIN IV Z6 FRAME �WOSCHED" I REMAIN I I CK, DWNSPOUT T 6 11/2" METAL DECK, REF. STRUCT, PRE -FIN RAKE 108, - 011 ' DOOR HEAD NEW PRE -FIN — DOWNSPOUT EXISTING MTL. PANEL WALL PANEL TO REMAIN NEW O.H. DOOR AND FRAME AS SCHED B E F G J. NEW R -PANEL ROOF 4 T SYSTEM PER PEMB MANUF, EXIST] CONSTRUCTION NEW NEW V R -PANEL I MECH NG WALL CONS W WALL CONJTRUCTION,, ROOF VENT - REF. NEW PRE -FIN. MTL. GUTTER . NEW PRE -FIN 1081-01 DOWNSPOUT R HEAD T__ fl,"DO R EXISTING MR. "M PANEL WALL TO REMAIN Q "Ilk 10 'N R .2' 2 01 Eli 01� Rill Rlot FIN FLOOR MINI SPLIT AC CONDENSER- NEW O.H. DOOR AND NEW 1" R -PANEL SLIDING DOUBLE 7— —1 REF. MECH. DWGS. FRAME AS SCHED BARN DOOR AND FRAME AS SCHED PRE -FIN DOWNSPOUT 4 NORTH ELEVATION - SECTION 1 = 1 1-011 � � 3 � 1 FINAL COLOR OF METAL PANEL TO BE SELECTED BY OWNERIARCHITECT, VERIFY BEFORE ORDER. is i GENERAL NOTE iP -- ------ --- - jq EXISTING TRUCTURE 0 TO REMAIN ----- Vli CONIC. SLAB REF 52 1 STRUCT N 100, - 011 FIN FLOOR NEW l' R -PANEL DOOR AND FRAME AS FRAME AS SCHED MATCH EXIST. SIZE & SCHED COLOR (TYP) 'L. 0 T-1 �NEL ELEC, PANELS -REF. ELEC. DWGS. ------------------------------------------------------------------ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------ li 9 BERM CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. i Al r1rJss - SHEET: 8 OF 9 DEPARTMENT OF DEVELOPMENT SERVICES KEY PLAN N.T.S. Copyright @ 2017, Huckabee & Associates, Inc. 0111812018 Huckabee AUSTIN - DALLAS - FORT WOPTH HOUSTON - SAN ANTONIO - WACO www.huckabee-inc.com 800.6871229 Job. No. 1710.01-03 Drawn By- WM, LM Date: 01118/18 EXISTING MTL. PANEL WALL TO REMAIN R -PANEL ROOF SYSTEM PER PEMB MANUF. EXISTING MTL. PANEL WALL TO REMAIN R Q L' p t T T T T T [f Rm1 LAIQ 1. UVVIN I U INLIVIMIN I)LIVIlIQ JVUULL UMM4 DOOR AND FRAME AS SCHED T J I �H D G F E D ROOF VENT - REE NEW WAL4CONSTRUCT NL EXISTING WALL CONSTRUCTION NEW IV'R-PANEL MECH ZZ I SLIDING DOUBLE BARN DOOR AND FRAME AS SCHEID NEW V R -PANEL EXIST. OH DOOR NEW ELEC. PANEL - TO REMAIN REF. ELEC, DWGS. NEW PRE -FIN. MTL GUTTER NEW R -PANEL ROOF SYSTEM PER PEMB MANUF. EXISTING MTL. PANEL WALL TO REMAIN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- 01 --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 0 oil mll FINAL COLOR OF METAL PANEL TO BE SELECTED BY OWNERARCHITECT. VERIFY BEFORE ORDER. la -i" MN 16' 16 11 SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. MAIM SHEET: 9 Q 9 DEPARTMENT OF DEVELOPMENT SERVICES 3/A5.2 2/A5.2 I /A5.2 e - KEY PLAN NTS, Copyright@ 2017, Huckabee & Associates, Inc. 01/18/2018 Huckabee AUSTIN - DALLAS - MPT WORTH HOUSTON - SAN ANTONIO - WACO www.huckabee-inc.com 800.697.1229 EXTERIOR ELEVATIONS ME 0 ;z 0 0 cf) C), U), LLJ 0 uj 0 �> CL Lu a - g 0 (D, 01/18/2018 Huckabee AUSTIN - DALLAS - MPT WORTH HOUSTON - SAN ANTONIO - WACO www.huckabee-inc.com 800.697.1229 EXTERIOR ELEVATIONS ME Q F- rry ct7 N c_fl z ry Q m C7 0 N 0 C) 0 0 N opz 1 1 ll 1 i Z5/1 ZZs� r/ a 'u 1 k 1, F` i ULTIMATE LIMITS OF FLOOD ZONE t � P r1;dr rl.^�t.%f",%if JJi'.!�16f"r/.�,'�/".ff.; 1"! ✓f,%/. ,"'ir`fir;!-." :%,.'/ �i � ,� � �7�,��� � — EFFECTIVE LIMITS OF n FEMA FLOOD ZONE { ` ! t t EXISTING '..... _, .. BUILDING APPROXIMATE LOCATION 'I ' j OF DRAINAGE EASEMENT (CAB. A, SL. '1809) �i LOT 1 R, BLOCK 1 GRAPEVINE HIGH SCHOOL ADDITION (FILED: JULY , 1 I{ r/f!r i 1. � 45 '.% % �'1 ALL'^ ✓!/ � ,//✓' 1. sij j1 ° � 1~ sL A:i In I E ', f / I , / 3 fx 177 1; i t � ° I -4- _777-1777-7 4 _ E � I lii i L— I 3I j PROPOSED, BUILDING_ULT _ _ _ _ c (BY OTHER PLANS) { ifl ,+H i lHI _ ii it ( '`' -- • € I£ �'f"^� i i { ! !I 1 i I( If i I i.t Iry JULli-11 011 /Z C EXISTING BUILDING '77 , uLT PARTIAL LOT LINE (TYP) PORTION OF LOT 1R, BLOCK 1 -- L GRAPEVINE HIGH SCHOOL ADDITION I i i i 2 # �S fYr 1� SECTION 7248 R=2,520E ._ , L _ -LT.. (NOT TO SCALE) REQUIREMENTS1. ALL OF A i1SOIL EROSION CONTROL ORSHALL DURING PERIOD OF w O 2. ALL MECHANICAL, r AND INCLUDING CONDITIONING EQUIPMENT A FROM PUBLIC 3. THE BUILDING PERMIT y APPROVED PLANNING DIVISION APPROVED SITE PLAN 4. A PROPOSED IMPROVEMENTS REFERENCED ON PROJECT "GRAPEVINE , s CASE NUMBER r *• 1t sf INCLUDED COMPLETED F * BARN r "it ,� IN THE y PROJECT AS PART DELTA DESCRIBED "RFP -4 AG y. REV", DATED i 0 0 60 120 240 360 GRAPHIC SC.,�ALpE IN FEET I= I '!8 B. BOLLARD EM® ELECTRIC METER PPm POWER POLE LS -4 LIGHT STANDARD WMo WATER METER Me WATER VALVE 1Cv® IRRIGATION CONTROL VALVE FHd> FIRE HYDRANT Co. CLEANOUT MH© MANHOLE TSC❑ TRAFFIC SIGNAL CONTROL TsP, TRAFFIC SIGNAL POLE TELE❑ TELEPHONE BOX GU (GOVERMENTAL USE) FLOOD LIGHT FP, FLAG POLE' SIGN TRAFFIC SIGN SCHOOL 1/2—INCH IRON ROD IRS W/"PACHECH KOCH" CAP SET CONTROLLING MONUMENT PROPERTY LINE X FENCE OHL OVERHEAD UTILITY LINE E UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE o UNDERGROUND CABLE LINE 6"w UNDERGROUND WATER LINE 6"Ss UNDERGROUND CABLE LINE 'r X T. - - — F MA 00 -YEA FL ODLAI ULT ULTIMATE 100—YEAR FLOODPLAIN LEGAL DESCRIPTION: LCT 1 R, BLOCK 1 GRAPEVINE HIGH SCHOOL ADDITION LOT SIZE: 100.879 AC PARTIAL LOT: 101,189 SF, 2.3:2 AC (A PORTION OF LOT 1R, BLOCK 1 GRAPEVINE HIGH SCHOOL ADDITION) TOTAL IMPERVIOUS: 43,572 SF, 1.00 AC TOTAL OPEN SPACE: 57,617 SF, 1.32 AC PAVED AREAS: 30,460 SF, 0.70 AC ZONING: GU (GOVERMENTAL USE) CURRENT USE. EDUCATIONAL % SCHOOL PROPOSED USE: EDUCATIONAL ,✓ SCHOOL —STORIES: i HEIGHT: 129-0" —GROSS SQUARE FOOTAGE: 20,625 SF BUILDING FOOT PRINT: 20,625 SF —FLOOR AREA RATIO: 0,2310 —CONSTRUCTION TYPE: 2B APPROVED JANUARY 2018 D AS DEPICTED . e 2 A t o A r 'A; CASE NUMBER: r r ADDRESS/LEGAL: MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL '. k' SHEET: OF DEPARTMENT OF DEVELOPMENT ml 0 Inc. HOUSTON • WACO I �LAN N J € LLI F- W cv I 00 t1) z cr- m 0 m 0 04 N 1 Ti \ !�7 $ . ly TRANSFORMER 1431 APPRO cl,OF DR (CAB. N F1 'IA TE x 4 G L. ........ FIRE HYDRANT r BLIC UTILITY EASEMENT x, (VOL. 9751, PG. 450) X ULTIMATE LIMITS QF FLOOD ZONE OHL y - L 1 i x - ULT EFFECTIVE LIMITS OF FEMA FLOOD ZONE ,r \ x" C� --y In �] I VICIN17Y MAP (NOT TO SCALE) 11 t6 11 \v` L-L2i Q----------- ILITY EASEMENT 1, PG. 1450) (Y, jt/ Y\ • ,% .00 r Y ------- ----- -- - - 0 25 50 100 150 GRAPHIC SCALE IN FEET I E= = r --_i a. BOLLARD EM,z ELECTRIC METER PPR POWER POLE LSA LIGHT STANDARD wmO WATER METER wvo WATER VALVE icV® IRRIGATION CONTROL VALVE FH<> FIRE HYDRANT co" CLEANOUT MH© MANHOLE TSC ci TRAFFIC SIGNAL CONTROL TSP TRAFFIC SIGNAL POLE TELE TELEPHONE BOX FLOOD LIGHT FP® FLAG POLE SIGN TRAFFIC SIGN 1/2—INCH IRON ROD IRS W/"PACHECH KOCH" CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE X FENCE OHL OVERHEAD UTILITY LINE E UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE c— UNDERGROUND CABLE LINE —6"W— UNDERGROUND WATER LINE — —6"SS— — UNDERGROUND CABLE LINE -613- EXIST CONTOUR PARKING COUNT INA, — FEMA 00 -YEP FLOODPLAINy 1-1, 1 1 ULT — ULTIMATE 100—YEAR FLOODPLAIN SP17-25 APPROVED ON JANUARY 22 2018 IS REVISED AS DEPICTED ON SHEETS ®� APPROXIMATE LOCATION OF DRAINAGE EASEMENT CO.4 C1.1, C3.2f C4.11 C4.3 AND (CAB. A, SL. 1809) 1 --T -1-44L T L L -TI. CASENAME: AG. BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL: 322:3 MUSTAN(3 DRIVE SITE PLAN CITY OF GRAPEVINE oil APPROVED APPROVAL DOES NOT AUTHORIJ SHEET: OF DEPARTMENT OF DEVELOPMENT SERVICES THE SEAL APPEARING ON THIS DOCUMENT WAS 'y AUTHORIZED BY PAUL M. NAMES, P.E. 66791 ON 02/22/2018, ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. SITE P Job. 1 3381 MR! HOUSTON - WAG© m a G� n Cn n 1" ) tD CV t� i i s z ry m V r a 0 hrj C{7 Cy X X x x GATEE x x X X x x x _--- x X x X % X X X X X X XPUBLIC UTILITY EASEMENT X (VOL. 9751, PG. 1450) u) SHIPPING CONTAINER • PROP DOOR I > REF ARCH M (TYP) I > C0 1.0' PROP x COLUMN U' NO CURB) f _ REF SH C4.1 PAVING PLAN FOR LIMITS OF FIRE LANE PAVEMENT EXIST CMP ASPHALT EXIST WATER ERVI s -\ (SIZE i LOCA rION i NKNOwW) REMOVE EXIST CONC & REPLACE CONCRETE WALK WITH CURB REF DETAIL 6 SHEET C4.2 1.Q' PROP 1.0' PROP 1.0' PROP 1.0' PROP 1.0' PROP I COLUMN COLUMN COLUMN COLUMN COLUMN (NO CURB) (Na CURB) - (NO CURB) (NO CURB) (NO CURB) E wm / IE L 3_. r I NOT 70 SCALE f �J �. BOLLARD -` EM® ELECTRIC METER f PPg POWER POLE LSA LIGHT STANDARD :wmO WATER METER wv& WATER VALVE ICv® IRRIGATION CONTROL VALVE FH<� FIRE HYDRANT COo CLEANOUT MHOO MANHOLE TSCo TRAFFIC SIGNAL CONTROL PROP TSP TRAFFIC SIGNAL POLE I 4'0' CONC TELES TELEPHONE BOX I WALKF� FLOOD LIGHT FLAG POLE Sick TRAFFIC SIGN 5.2 "X .5' FETAL COLUM8 5'(PE_ -- f f+ f r J 5 CC}L'v'iN P COLUM (IYP) 9.7' 9.7' 9.5' 9.5' �{ E16.1 LF 5. 7- L 5.6 L 5.7 LF 5.7 L 5.B LF 5.7 L 5.6 LF 5.9 LF 9.5 .6 LF 5 9�LF 9.5 6.2 LF f fl f f '` CURB (NO CURB) CURB 6l} B (NO CURB)CURB CURB (NO CURB) CURB CURB {NO CURB) CURB CURB (NO CURB) �UR�3� CURB (Na CURB) CURB ` ,f r /' S't SIG IUIL�aiVG f ,f 51 XISTII G OILC�ING , N 1.0 PROP COLUMN 1.0' PROP COLUMN 1.O�PROP COLUMN 1.0' PROP COLUMN L10'PROP COLUMN -I.V -PROP COLUMN f f l (NO CUB) {NSC `Cupp {NO CUB) (NO CUB} / {NO CUB} (Na CUB} / f '' 2.0' EXIST COLUMN 2.0' EXIST COLUMN 2.0' EXIST COLUMN 2 0' EXIST COLUMN 2.0' EXIST COLUMN NO CURB) CURB) (NO CURB) - (NO CURB) ( ' ''r f' J [ :D,; f 1r ' f r`' CONCRETE f f� SLAB CONCRETE SLAB 01) NX r , Ln "' ` STORYET fr' f POLE BARN r ! f'` ` J r'f j / i'-'� / / � ` ! f% � •f `,' / f � /'f f!'f f -'� t r / /' / ,f r � �f fi' i� ,r 1 /' i �- / / ` � � ✓` ,'� �y � f: /' / //J/ `' ,/ r f ,, f r `/ r'' '` /i /r i` � / \ � ,rr 1 f l j '' y / r•, / f , // z ® 0 CD n<L" LTAI - - - - _ s" X10.5" METAL 6"X10.5"METAL _ - COLUMN(TYP) COLUMN(TYP) - - PROP PIPE RAIL FENCE -- - - - OVERHAND - - REF ARCH 0 - o PROP CONCRETE PAD C3 - - - - - - '� PROP CONCRETE PAD _ 6„X10.5"METAL - - - - COLUMN(TYP' n PROP 18 CONCRETE MOW STRIP r (D xx_ ----------------- EXIST FENCE TO REMAIN IRS 1/2 -INCH IRON ROD W/"PACHECO KOCH" CAP SE C.M. CONTROLLING MONUMENT PROPERTY LINE X FENCE '0T X - PROPOSED FENCE TRAFFIC DIRECTION N DEMOLITION AREA n ALL DIMENSIONS ARE TO BACK -CSF -CURB UNLESS OTHERWISE NOTED. NOTE: , 1. REFER TO SHEET GO.5 FOR GENERAL NOTES. CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVE[ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CON FLICT WITH AOR ORDINANCES. 50.6' 149.3' 50.5' - - -- -I - _- _ _ __1 SHEET: OF I 250.4' x i i f } I SP17-25 APPROVED ON JANUARY 22f 2018 IS REVISED AS �.._ .._....�. .v....� � 0_ �� �...e e.-�..� �- ®..mom � � e. �.... .............. �............ DEPICTED..._.- ., J Cl - f p rip a 3 AND DEPARTMENT OF DEVELOPMENT SERVICES abbe & Associates. Inc. EC 0 rr CD m r` REF SH C4.1 PAVING PLAN FOR LIMITS OF FIRE LANE PAVEMENT EXIST CMP ASPHALT EXIST WATER ERVI s -\ (SIZE i LOCA rION i NKNOwW) REMOVE EXIST CONC & REPLACE CONCRETE WALK WITH CURB REF DETAIL 6 SHEET C4.2 1.Q' PROP 1.0' PROP 1.0' PROP 1.0' PROP 1.0' PROP I COLUMN COLUMN COLUMN COLUMN COLUMN (NO CURB) (Na CURB) - (NO CURB) (NO CURB) (NO CURB) E wm / IE L 3_. r I NOT 70 SCALE f �J �. BOLLARD -` EM® ELECTRIC METER f PPg POWER POLE LSA LIGHT STANDARD :wmO WATER METER wv& WATER VALVE ICv® IRRIGATION CONTROL VALVE FH<� FIRE HYDRANT COo CLEANOUT MHOO MANHOLE TSCo TRAFFIC SIGNAL CONTROL PROP TSP TRAFFIC SIGNAL POLE I 4'0' CONC TELES TELEPHONE BOX I WALKF� FLOOD LIGHT FLAG POLE Sick TRAFFIC SIGN 5.2 "X .5' FETAL COLUM8 5'(PE_ -- f f+ f r J 5 CC}L'v'iN P COLUM (IYP) 9.7' 9.7' 9.5' 9.5' �{ E16.1 LF 5. 7- L 5.6 L 5.7 LF 5.7 L 5.B LF 5.7 L 5.6 LF 5.9 LF 9.5 .6 LF 5 9�LF 9.5 6.2 LF f fl f f '` CURB (NO CURB) CURB 6l} B (NO CURB)CURB CURB (NO CURB) CURB CURB {NO CURB) CURB CURB (NO CURB) �UR�3� CURB (Na CURB) CURB ` ,f r /' S't SIG IUIL�aiVG f ,f 51 XISTII G OILC�ING , N 1.0 PROP COLUMN 1.0' PROP COLUMN 1.O�PROP COLUMN 1.0' PROP COLUMN L10'PROP COLUMN -I.V -PROP COLUMN f f l (NO CUB) {NSC `Cupp {NO CUB) (NO CUB} / {NO CUB} (Na CUB} / f '' 2.0' EXIST COLUMN 2.0' EXIST COLUMN 2.0' EXIST COLUMN 2 0' EXIST COLUMN 2.0' EXIST COLUMN NO CURB) CURB) (NO CURB) - (NO CURB) ( ' ''r f' J [ :D,; f 1r ' f r`' CONCRETE f f� SLAB CONCRETE SLAB 01) NX r , Ln "' ` STORYET fr' f POLE BARN r ! f'` ` J r'f j / i'-'� / / � ` ! f% � •f `,' / f � /'f f!'f f -'� t r / /' / ,f r � �f fi' i� ,r 1 /' i �- / / ` � � ✓` ,'� �y � f: /' / //J/ `' ,/ r f ,, f r `/ r'' '` /i /r i` � / \ � ,rr 1 f l j '' y / r•, / f , // z ® 0 CD n<L" LTAI - - - - _ s" X10.5" METAL 6"X10.5"METAL _ - COLUMN(TYP) COLUMN(TYP) - - PROP PIPE RAIL FENCE -- - - - OVERHAND - - REF ARCH 0 - o PROP CONCRETE PAD C3 - - - - - - '� PROP CONCRETE PAD _ 6„X10.5"METAL - - - - COLUMN(TYP' n PROP 18 CONCRETE MOW STRIP r (D xx_ ----------------- EXIST FENCE TO REMAIN IRS 1/2 -INCH IRON ROD W/"PACHECO KOCH" CAP SE C.M. CONTROLLING MONUMENT PROPERTY LINE X FENCE '0T X - PROPOSED FENCE TRAFFIC DIRECTION N DEMOLITION AREA n ALL DIMENSIONS ARE TO BACK -CSF -CURB UNLESS OTHERWISE NOTED. NOTE: , 1. REFER TO SHEET GO.5 FOR GENERAL NOTES. CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVE[ APPROVAL DOES NOT AUTHORIZE ANY WORK IN CON FLICT WITH AOR ORDINANCES. 50.6' 149.3' 50.5' - - -- -I - _- _ _ __1 SHEET: OF I 250.4' x i i f } I SP17-25 APPROVED ON JANUARY 22f 2018 IS REVISED AS �.._ .._....�. .v....� � 0_ �� �...e e.-�..� �- ®..mom � � e. �.... .............. �............ DEPICTED..._.- ., J Cl - f p rip a 3 AND DEPARTMENT OF DEVELOPMENT SERVICES abbe & Associates. Inc. 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I , t I I I VALVE BOX; MATCH SIZE I I I ; I 'I 11 1�,� , 1 1 1 � ,/ % 1, �, I � . \ __A, OF EXIST WATER LINE t I 1 , , f I �� 1 i I � " It I I V I I`, 1 1 i I I I , I I, I ii� i \ I I !�� \ 11 I 10' CHAINLINK - i � ti % I ; \ � � I \ I FONCE�� Ill 1 I i �� [ i 1 w I i " I i I it I \ \ . _\ � I I I � 1\ I 1 ,,,, 1 I . I � i I I I \ I, I I ____ - LE --- - - - - I 1,1� � i � � t I I wl 1 1 1 I % " � " A � I I t�, 1 1 1 1 I 1 " �_ I � //'^,. � . I \ \ i � � I I- I I I � i , \ < �- ,,� , ,,/'\,�` ,1 f i go 1 " , I'� , ,,','\ ,� , ",,�,, -, %K 11 I t I � I , ;u`1 , % , � � - I j 1 I I 11 I I � . . ___, �4� PJCAN 1 � 1, , 4" THICK CONC PAD WITH #4 _ I � �, U , I I I � � � _--- ,�c - -, ,-At" I I "I __,_ -, � � _s I, 1 1 1, I I I" I I , _____.1 E4.0 I I BARS @ 18" O.C.E.W, _A J k I 1 I \1 I I I � 11 � I --- ,� . 11,11 I I 1�, I i i \ � I "-"-,- �f __ I �, I CD -.1--___� _____ I� ,� I I ,I t 03 I � I ly, I lil I METER 1 4 )i __,_1-_____ 1,� ��, i 1 I 111, i l � 1 , I 4 � - 11� i , " I ,,_,� ! 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BARN RENOVATIONS IN 1. i -1 \ \\1 � � CASE NUMBER: SP17-25 i ----7 I �� I ,,--'- / / � , / I , \ 11 X, ,� - �--7 ,,, " / t 0, , \1 ADDRESS/LEGAL: 3223 MUSTANG DRIVE I \\1 �_, /V I I I/ /; \ \ , " / / , , 11 _,, / III / / 'A k I - -7'� /I I I " I I / __ I It / Z _- V I 1/ I _,_­­_ z,� Ii \ " III 1/ I I - ,I I, I � 11, I ///Z //"." I \ \ \ \ SITE PLAN 1% , - ; \ , � __,_ , t , III / - -'- ,,, " I I, , � , , � , k � � 1 CITY OF GRAPEVINE , ,, I " I " I \ k I.... % � " � I I", , , , , �<1 f \\ I I I � \_1 , � 'I I \ � � - � , , APPROVECI 11 1 � I�I\I, I , II 1 , I I \ . I, , � ''I \ , APPROVAL DOES NOT AUTHORIZE 11 1. I \ I I,\" \ \ ANY WORK IN CONFLICT WITH 1\1 " % )��_ I 1' \\,\\ \ ANY CODES OR ORDINANCES, � I k '. �,, � I .S ?'.0. !\,,,a , I1 ,a I 1,, � I , � ," 1- -,-----�1\,\\ 1I, - - ­ -1- - - 1-11 I'll - - -1111 ­­­, -1 PLANNER I , I, 1; LA ; 110, 11 I V�\�1'11, \\ I 11 I V\�,�, I \ SP17-25 APPROVED ON JANUARY i DATE -,� �a� �\' n, \\"N - � `� I 1 -, ,\,� '\\ I- \. , I I �� " I I, \ %, I 10 MC:v1-_.)CL) /_X3 I , ,,, \ , ,\ SHEET: OF " I , \1 �, �\ 11, , ,,, .", I �,;;,.,� � \ I 1,51 , \ 11 �I:�, ,11% I �q,-,\, DEPICTED ON SHEETS CO.3, DEPARTMENT OF DEVELOPMENT SERVICES \ 11 III " \ bo . \ \It IL'\ \ CO.4f C1.11 C3.21 C4.11 C4.3 AND \ 1% I \ IIL. , \ ® I I � \ rteI( �(,P 1r<]?1_11_1r=___j 0 _-.;!e%NXr ht- \ \!,, ,I-,,. t,I,, I �-_-,, , \\ \ , __1 __ 1\ \'`` -/,I, __A�I " \ 11 \ I , I I I 1, I \ \\\ , \"\ 11\ 11 " , \"\ \ \v \ \ TEL \ N lutkabee 11 I . �1 ISI -ON .4LLA � FORT WORTH - HOUSI - WACO 1'j, � I FP, FLAG POLE 1,11, t �p � 1, 11� (VOL � SI GN -0- TRAFFIC SIGN < %Z / 111� I i 1, " �� II I ��, IRS 1/2 -INCH IRON ROD I � l !,'� � W/"PACHECO KOCH" CAP SET wftft "; I � I li 11 A (C.M.) CONTROLLING MONUMENT /` �,� il � i It � � � PROPERTY LINE �-i! I ,� � � I, '�. ___ x -- FENCE 1 � i -_ OHL - OVERHEAD UTILITY LINE li l � I i 11 1`l I �i -E- UNDERGROUND ELECTRIC LINE ! / ' it lI ll, _T UNDERGROUND TELEPHONE LINE 'U I I ! ,I i� � I � 1, �, it c- UNDERGROUND CABLE LINE 0 E Ii , � I " �__, 25 BUILDING � -6"W- UNDERGROUND WATER LINE m I 11 _11 i -------- �; (VOL. 388-1+ - -6"SS- - It UNDERGROUND CABLE LINE 11 I / _____o!, �t 1��, __­i__r_,_,_ - PROP WATER LINE W/ BEND I ,--m-mmw � I ; I ftj i i , ,� I I v'I � " 't, � - - - PROP SANITARY SEWER LINE I I i I at 11 � I ",I 11 I � : i! 1� '4 14 It '1'11. , , �,�, ', ;?� �, , , It \ '!I i I , NOTE: � mc ,,),�. ,\ �\�11 fv% � ),� I i I I tki ) 1. REFER TO SHEET GO.5 FOR GENERAL NOTES. Q 19m i k� I -,A Vit! k �\ I ,x \, � )�� I Al I i , � \ \ I x k", ,I � 11 , e,;,-� fl, I I � � I \1�0 "Man I � ,�,A w* � I, , 0 / 1�1 ,�� I I � �\\A � �, ��n�, �ftft 1 Iif�, C ,11 I , I I I I', i ��IRA� I �' "x i (i� �` \ k Z�, . I � " A ,V, , � i !V,� I � Vl�, / , , I� " ,� I , k "111 I\, \ 11 tl� I� ! � �� I � ) � ;?�, kill x \1 \ I I C�CS H E :ET , � � I I I ! IL i f \ \11 k I j II �l, I ; l I i 0\ \ � ! , � i ,­ ; ilv�x I"N I � . � f , 11 CASE NAME: AG. BARN RENOVATIONS IN 1. i -1 \ \\1 � � CASE NUMBER: SP17-25 i ----7 I �� I ,,--'- / / � , / I , \ 11 X, ,� - �--7 ,,, " / t 0, , \1 ADDRESS/LEGAL: 3223 MUSTANG DRIVE I \\1 �_, /V I I I/ /; \ \ , " / / , , 11 _,, / III / / 'A k I - -7'� /I I I " I I / __ I It / Z _- V I 1/ I _,_­­_ z,� Ii \ " III 1/ I I - ,I I, I � 11, I ///Z //"." I \ \ \ \ SITE PLAN 1% , - ; \ , � __,_ , t , III / - -'- ,,, " I I, , � , , � , k � � 1 CITY OF GRAPEVINE , ,, I " I " I \ k I.... % � " � I I", , , , , �<1 f \\ I I I � \_1 , � 'I I \ � � - � , , APPROVECI 11 1 � I�I\I, I , II 1 , I I \ . I, , � ''I \ , APPROVAL DOES NOT AUTHORIZE 11 1. I \ I I,\" \ \ ANY WORK IN CONFLICT WITH 1\1 " % )��_ I 1' \\,\\ \ ANY CODES OR ORDINANCES, � I k '. �,, � I .S ?'.0. !\,,,a , I1 ,a I 1,, � I , � ," 1- -,-----�1\,\\ 1I, - - ­ -1- - - 1-11 I'll - - -1111 ­­­, -1 PLANNER I , I, 1; LA ; 110, 11 I V�\�1'11, \\ I 11 I V\�,�, I \ SP17-25 APPROVED ON JANUARY i DATE -,� �a� �\' n, \\"N - � `� I 1 -, ,\,� '\\ I- \. , I I �� " I I, \ %, I 10 MC:v1-_.)CL) /_X3 I , ,,, \ , ,\ SHEET: OF " I , \1 �, �\ 11, , ,,, .", I �,;;,.,� � \ I 1,51 , \ 11 �I:�, ,11% I �q,-,\, DEPICTED ON SHEETS CO.3, DEPARTMENT OF DEVELOPMENT SERVICES \ 11 III " \ bo . \ \It IL'\ \ CO.4f C1.11 C3.21 C4.11 C4.3 AND \ 1% I \ IIL. , \ ® I I � \ rteI( �(,P 1r<]?1_11_1r=___j 0 _-.;!e%NXr ht- \ \!,, ,I-,,. t,I,, I �-_-,, , \\ \ , __1 __ 1\ \'`` -/,I, __A�I " \ 11 \ I , I I I 1, I \ \\\ , \"\ 11\ 11 " , \"\ \ \v \ \ TEL \ N lutkabee 11 I . �1 ISI -ON .4LLA � FORT WORTH - HOUSI - WACO CD LL co tSi 00 CK m (D u ,2 0 0 .�l 0 CJ C14 1 CONCRETE PAVEMENT I r METAL 'roVVER PAVCMENT J__ Ei*T _J_ I,- I x/ _5 _=--5- C=_5 - - --------- ii C z GAlF M YR ,4"- cp FElA4YRTLIib ,36" OAK v X v J -7--)x N x x y h LIC 011tff-Y-E-ASEMIEN T- _35 INSTALL KNOX BOX ..... ...... ON EXISTING GATE - - - ----- ----------- ------ it lys 10 11 SIS 2, 4' 0 S - ------ ------------ 5 7 7 t I - - ---------- 41�_ i __L - ------- 5 77 4" CREPE MYRTLE (TYP) CRE L -------- --- K_7 - -------- --- rw X -'CREPE MYRTLE rN, �._i v E> S S 24" OAK 4 S_ 1, 77 X �j D CONCRETE PAVEMENT, j 0-3`3-- 5 77­-� u REINFORCE _7 X --r— — — ICE 29.4' CURB' F EN �LI + + + 7 k EST PAVEMEN 5' CHAINUNK CREPE MYRTLE 57 FENCE + + + + + + + + + + + + + 7- + m fy + + + + + + + + + + + + + + + + :D + + + + + + + + + + + + + + SHIPPING L_ -A 6ONTAINER + + + + + + + + + + + + + Lf + + + + + + + + + + + + + 4 5 17 . ..... it ---------- I_-__- - — - + 105.6' + + ASPHALT t EXISr WATER SERIACE­ + t + + + + + + + + + + + (Sl7t-& LOCA+uN UN�N + + + LOCK 1 —it 1 XX — -------- ti CH OOL ADDITION i .. ...... + + . ....... ------ + + + + + + + + + + + + + + + + + + WOODEN SHED + + + + + L. 1809) + + + + + + + + + + + + + + + + _-i--'qXIST CHIP r � + 22, 1994) x + + + + + + + + + + + + -:F ---- ------ -,+--- + A + + + + + + -FASPHALT-F + + + + A 7� ELE' L C 0 o C + + 4 - CONCRETE WALK CURB- _"__�+ + + + + + + + + + + x icvo ------- 7 7 7 7/ 7ON + Y_ H + + + T 9420 +rr ha: A_ COUJMN(TYP)_i_ + + + + C + ONCRETE WALK A+ + 'X + CONCRETE + + CONCRETE SLAB SLAB + +< + + 1 STORY METAL POE BARN X x Lr All 1v x it 2" t IAL PP W/TRANS, OHL ME LUM P} ...... —OVERHANG LUM IkEINFORCED CONCRETE PAVEMENT t 6"XI0.5"METAL COLUMN(Typ. v X x X 7--=-- AMBER PIPELINE COMPAN'Yl— EASEMENT AGREEMENT REINFORCED CONCRETE PAVEMENT (VOL. 11592, PG. 1910) ----- _ it 18" CONCRETE MOW CURB INSTALL: A x REF DETAIL 5, SHEET C4.2 1.5 SY STONE RIP—RAP G G G DOWNSTREAM OF EACH DOWN G ---- -- - G SPOT (TYP.) x y y TREELINE PRIVATE b STORM SEWER-'-- p'- INSTALLED EWER-- INSTALLED BY MULTI-PR ACTIVITY LANS APPROXIMATE LOCATION OF DRAINAGE EASEMENT I( Y, y -", (CAB. A, SL. 1809) y Y� Y y . ..... ;�w -- - ------ --- --- T Zu"NE PPXPP TREEUNE m 4000* 'X_ IN L8 G vl�l- O;e Zu` N E A E k DAA �F'FEC77W F'El4A OF- OOt Ut OAi 4-W A _�j raw,- &w� CONCR'[,�­RE PAVERS i,-1 i5 ( 5( POST OAK '\A 13 �T OAK 28" GABIONi Rll­­-RAP iPER AS -BUILT) G.N'YE 024" P 14 iDo Ss E 57 2 lk 6" C�bAR ELM 4k. im-18" POST ­_/­� ' ---I r -2 77 25" POS"NiO OAK -_ 0 10 20 40 60 mlw GRAPHIC SCALE IN FEET NOT m SOME cf) B. BOLLARD 0 EM 0 ELECTRIC METER F_ PP,, POWER POLE LS -4 LIGHT STANDARD wmO WATER METER 0 WV® WATER VALVE Icv& IRRIGATION CONTROL VALVE uj FH* FIRE HYDRANT or— co" CLEANOUT MHO MANHOLE TSC Ei TRAFFIC SIGNAL CONTROL TSP TRAFFIC SIGNAL POLE TELE❑ TELEPHONE BOX FLOOD LIGHT FP FLAG POLE SiGN TRAFFIC SIGN IRS 1/2—INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE X — FENCE _613— EXIST CONTOUR 4" CONCRETE WALK & CURB (CLASS "A", 3000 PSI) REF DETAIL 6 SHEET C4.2 E CL 6" REINFORCED CONCRETE PAVEMENT INES11M (CLASS "C", 3600 PSI) REF DETAIL 1 SHEET C4.2 A + + HIP ASPHALT: CONTRACTOR TO RESTORE SURFACE MATERIAL TO EXISTING CONDITION OR BETTER. 1F_ - t -FEMA 100—YEAR FLOODPLAIN ULT ULTIMATE 100—YEAR FLOODPLAIN NOTE: 1. REFER TO SHEET GO.5 FOR GENERAL NOTES, C 2. REFER TO SHEET C2.1 — GRADING PLAN FOR TOPOGRAPHIC CONTOURS, SPOT ELEVATIONS AND Q DRAINAGE FLOW DIRECTIONS. 411, li'00N RIP--RASP17-25 APPROVED ON 3ANUARY G - (PER AS­BULT; 22 2018 IS REVISED AS D E PICTE D ON SHEETS CO.3 C0.4 Cl. 1 C3.2f C4. 11 C4.3 AND 12 ,ot krl� 1 K 77--,�-­,-,n plos AK ST OAK Z 0- tri6 !44-,-k,0NCRETE j 7, RElAININNG WALL f 00-0 J CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. HAMES, P.E. 66791 ON 02/22/2018. ALTERA11ON OF A SEALED DOCUMENT VATHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS RACTICE AN OFFENSE UNDER THE TEXAS ENGINEERING PACT. PAVING R go bee - HOUSTON - WACO olk m v Ss E 57 2 lk 6" C�bAR ELM 4k. im-18" POST ­_/­� ' ---I r -2 77 25" POS"NiO OAK -_ 0 10 20 40 60 mlw GRAPHIC SCALE IN FEET NOT m SOME cf) B. BOLLARD 0 EM 0 ELECTRIC METER F_ PP,, POWER POLE LS -4 LIGHT STANDARD wmO WATER METER 0 WV® WATER VALVE Icv& IRRIGATION CONTROL VALVE uj FH* FIRE HYDRANT or— co" CLEANOUT MHO MANHOLE TSC Ei TRAFFIC SIGNAL CONTROL TSP TRAFFIC SIGNAL POLE TELE❑ TELEPHONE BOX FLOOD LIGHT FP FLAG POLE SiGN TRAFFIC SIGN IRS 1/2—INCH IRON ROD W/"PACHECO KOCH" CAP SET (C.M.) CONTROLLING MONUMENT PROPERTY LINE X — FENCE _613— EXIST CONTOUR 4" CONCRETE WALK & CURB (CLASS "A", 3000 PSI) REF DETAIL 6 SHEET C4.2 E CL 6" REINFORCED CONCRETE PAVEMENT INES11M (CLASS "C", 3600 PSI) REF DETAIL 1 SHEET C4.2 A + + HIP ASPHALT: CONTRACTOR TO RESTORE SURFACE MATERIAL TO EXISTING CONDITION OR BETTER. 1F_ - t -FEMA 100—YEAR FLOODPLAIN ULT ULTIMATE 100—YEAR FLOODPLAIN NOTE: 1. REFER TO SHEET GO.5 FOR GENERAL NOTES, C 2. REFER TO SHEET C2.1 — GRADING PLAN FOR TOPOGRAPHIC CONTOURS, SPOT ELEVATIONS AND Q DRAINAGE FLOW DIRECTIONS. 411, li'00N RIP--RASP17-25 APPROVED ON 3ANUARY G - (PER AS­BULT; 22 2018 IS REVISED AS D E PICTE D ON SHEETS CO.3 C0.4 Cl. 1 C3.2f C4. 11 C4.3 AND 12 ,ot krl� 1 K 77--,�-­,-,n plos AK ST OAK Z 0- tri6 !44-,-k,0NCRETE j 7, RElAININNG WALL f 00-0 J CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SP17-25 ADDRESS/LEGAL: 3223 MUSTANG DRIVE SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY PAUL M. HAMES, P.E. 66791 ON 02/22/2018. ALTERA11ON OF A SEALED DOCUMENT VATHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS RACTICE AN OFFENSE UNDER THE TEXAS ENGINEERING PACT. PAVING R go bee - HOUSTON - WACO n N 00 pl) Of Im 0 C14 0 to C) C) fJ 11 SIACES i 11 SPACES X x X X x _4 , .7' HEADWALL 0 F EXIST WATER (SIZE & LOCA70N U AL co6l CONCRETE SLAB cl, i 0 ,l ,I , 0 CO Et O V x " , 0 1 \ , I i - _­ I w I I'l CI . ..... I P i �vj Z , D vroky, v, 4tot4CRE /,A qqmp-OAK t 2 , Ir t5ul 6. Al _711 3: A„ OR L 3 It �j 4 A f FENNIS 10 20 40 �'8- LIVE 0A K� 16 NET 0 60 C) �4 A 0 yk lt, - iocci � I t A�- �E�MYRTLE � YR 'EIV GRAPHIC SCALE IN FEET 11 UO A, 4` Cri�'. 6- PEdAN it i LS _-Z co 0 --10' alAINLINK ENIC E (n 0! EXIST CONCRETE�j t CREPE MYRTLE CREPE 4" PAVEMENT tk x It 8' CrIN! NK FENC, 00/) �_ a l a I €,, ---- ____._ —._.. '- _"" "-^. .': � ;. 4� ' '1 �.- � � �'i'a ----, ---' , � �' � � E i i I 1 s ssZ:,,CREPE MYR`fl_E 8` LIVE 6K 7.5' UTILITY EASEMENT J (VOL. 388-197, PG. 6) ld 5' CHAiN[Jr, FENCE > E 8" LIVE OAK?' t L\s 10 0 At- io >< 10 "HAINLINK ti k F -UL EXISTING FENCE t TO REMAIN F ­ f.4 k 1111101 lim 1401` TO SCALE EXISTING FE A NCE TO REMAIN B. BOLLARD REMOVE EXIST FENCE & EMM ELECTRIC METER REPLACE NTH 355 LF OF PP, POWER POLE PIPE RAIL FENCE PER ARCH. LS LIGHT STANDARD WIM0 WATER METER REMOVE EXIST FENCE & REPLACE Wv 0 WATER VALVE A ICv® IRRIGATION CONTROL VALVE WITH 80 LF OF PIPE RAIL FENCE v PER ARCH. FH* FIEANO DRANT PUBLIC UTILITY EASEMENT LOT 1I R, B1'_ OCK I co" CUT (VOL. 9751, PC. 1450) GRAPEVINFE HIGH SCHOOL ADDITION MHO MANHOLE TSCEi TRAFFIC SIGNAL CONTROL (CAB. A, SL. 1809) TSP TRAFFIC SIGNAL POLE TELE❑ TELEPHONE BOX (FILED: JULY 22, 1994) FLOOD LIGHT f_ FP, FLAG POLE SIGN TRAFFIC SIGN IRS 1/2—INCH IRON ROD PROPOSED GATE W/"PACHECO KOCH" CAP SET REF ARCH /0",CONTROLLING MONUMENT X PROPERTY LINE r x EXISTING FENCE AMBER PIPELINE COMPANY _z/ —0 ------- <>— PROPOSED FENCE EASEMENT AGREEMENT X it`7v M �F I , "Ne ... . ...... 00—YEA NOD LA104��, (VOL. 11592, PG. 1910) 77 FM �A� 'LT U — ULTIMATE 100—YEAR FLOODPLAIN 15 A\ x NOTE:_��M­ G G G G 1. REFER TO SHEET GO.5 FOR GENERAL NOTES. it it 2. NO FENCE POST SHALL INSTALLED WITHIN 10' OF SEWER OR GAS LINE I I I A WATER I YIST CHIP ASPHALT UlUl' W 0.2 METAL PIPE 6"X10.5"METAL COLUMN(TYP) >_ REMOVE EXIST FENCE & REPLACE WITH 28 LF OF PIPE RAIL FE' I` CE PER ARCH. x x X X 156 LF EXIST FENCE TO REMAIN TRIM EXIST FENCE MESH ABOVE PROP CONC. cl TREELIKE --" x F tjLATA CONCRETE -,, . PAVERS N� 16"! 'A POST OAK I. 13" �lp!�T OAK GAB!ON R�P­RAfl (PER AS­BPLT) 28" POST OAK 0 92,° 3. CONTRACTOR SHALL ACQUIRE REQUIRED FENCING REMOVE EXIST FENCE & REPLACE 024" COTTONWOOF WITH 90 LF OF PIPE RAIL F--NCEPERMIT PER ARCH.I k'00 N TREELINE 10' UTILITY EASEMENT (VOL. 388-200, PG. 74) 15' SANITARY SEWER EASEMENT (VOL. 388-200, PG. 74) Y PROPOSED GATE REF ARCH CASE NAME: AG. BARN RENOVATIONS CASE NUMBER: SPI 7-25 ADDRESSILEGAL: 3223 MUSTANG DRIVE Exl_STTNi_FENC'E f.._ (-T6 REMAIN x SITE PLAN V CITY OF GRAPEVINE APPROVED APPPr)\IAI r)PS MC)T AHTwn 175 Z -%NE $9 " XANY WORK IN CONFLICT WITH APPROXIMATE LOCATION OF DRAINAGE EASEMENT ANY CODES OR ORDINANCES. (CAB. A, SL. 1809) r 8" HACKBkR� PLANNER 024' Tr 14" D TRE \6 — DATE J, SP1725 APPROVED ON JANUARY I/ A, �POS-r,, OAK 4L -2, 22SHEET: OF io 2018 IS REVISED AS zie HACk\,RERRzy POST OA DEPARTMENT OF DEVELOPMENT SERVICES 1--, J A/ DEPICTED ON SHEETS CO.3, �t8' POST &K 7f' 1 CO.4f of C3.2f C4.1f C4.3 AND 't. 8" COTTCAV, iI, A - P 0 PA, <' Ut D TREK,' Z 20")DEAD TRt-4 00 Go o m Huck ISTINI - nM I AS. 17ODT0. 4 l-ENCII G PL P A 47, 31 P WX ry c� — 11, ............................... 1100N RIP -RAP ma F U Li avammm, r AJILWT, F. (PER AS-B! it! -I-) R PAUL M. HAMES 20 y I . - 1' 1 E TE � EFFECTIVE LIMITS OF ............... 2L-Vfl D E -TONCR % .............. ------- 2,0" POST OAK R-`F,4,A N I N WALL 66791 J� J J FEMA FLOOD ZONE A% 15POST OAK A, N,- - " . U I _-D Job.No. 3381-16.263 \__V THE SEAL APPEARING ON THIS DOCUMENTWAS Drawn By: �q AUTHORIZED BY PAUL M. HAMES, P.E. 66791 ON WMS 02/22/2018. ALTERATION OF A SEALED DOCUMENT IBLE INITHOUT PROPER NOTIFICATION TO THE RESPONS ENGINEER IS AN OFFENSE UNDER THE TEXAS If ✓ -­ - 1 , ' E . 4 zu P'AEvl DO NE [� T DE ',AO -1 A ENGINEERING PRACTICE ACT. T 1� ��q5pffAK CAf J, -CONCRE-fE PAtiERS SAI Huck ISTINI - nM I AS. 17ODT0. 4 l-ENCII G PL P A 47, 31 P WX ry c� — 11, ............................... 1100N RIP -RAP ma F U Li avammm, r AJILWT, F. (PER AS-B! it! -I-) R PAUL M. HAMES 20 y I . - 1' 1 E TE � EFFECTIVE LIMITS OF ............... 2L-Vfl D E -TONCR % .............. ------- 2,0" POST OAK R-`F,4,A N I N WALL 66791 J� J J FEMA FLOOD ZONE A% 15POST OAK A, N,- - " . U I _-D Job.No. 3381-16.263 \__V THE SEAL APPEARING ON THIS DOCUMENTWAS Drawn By: �q AUTHORIZED BY PAUL M. HAMES, P.E. 66791 ON WMS 02/22/2018. ALTERATION OF A SEALED DOCUMENT IBLE INITHOUT PROPER NOTIFICATION TO THE RESPONS ENGINEER IS AN OFFENSE UNDER THE TEXAS If ✓ -­ - 1 , ' E . 4 zu P'AEvl DO NE [� T DE ',AO -1 A ENGINEERING PRACTICE ACT. T 1� ��q5pffAK CAf J, -CONCRE-fE PAtiERS 0 J I cn N I 00 C7 Z ry m Co 0 N m r� c� s X j 1 1 w _ x I� .___ _..._...__......4 v........___,.._.._.____.�.._.mw......_ I � ' S l 1 iI x _» I . ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 2. FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. "FROM THE 51TE AND INSURE POSITIVE DRAINAGE IN ALL AREA5. 3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE TO UTILITIES — DURING THE COURSE OF CONSTRUCTION. 4. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 5, THE CONTRACTOR SHALL REFER TO THE 5PECIFICATION5 FOR ADDITIONAL INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND ACCE550KIE5. G. ALL PLANT MATERIALS SHALL MEET ANSI ZGO, I STANDARDS FOR CALIPER, HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 7. QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL CALCULATIONS. 8. LIMITS Of WORK AND AKEA5 FOR 50D INSTALLATIONS ARE SHOWN, ANY DISTURBANCE OF EXISTING TURF LANDSCAPE BY CONTRACTOR BEYOND TH05E LIMITS WILL BE REPLACED AT THE CONTRACTORS EXPENSE, 5'.. cy A N J N .- -- ---- - FENCE 0 0 10 20 40 60 GRAPHIC SCALE IN FEET SOD/SEED CODE QTY BOTANICAL NAME / COMMON NAME REMARKS w CD6,729 SF YNODON DACTYLON / BERMUDA GRASS SOLID, ROLLED TIGHT, SAND FILLED JOINTS, 100%O WEED, PEST AND --- DISEASE FREE TI Ioc DCC nl AnlYlnl/' LAID f 1 V JVIL IJ 5AMPLE (3) LOCATIONS IN TURF AREAS t SEND TO TEXAS A*M EXTENSION SERVICE TO TEST FOR 'TURF GRASS SUITABILITY". ADD COMP05T IN THE RECOMMENDED DOSES ON THE SURFACE, THEN TILL TO 4" DEPTH. 2. INSTALL TURF, REF. PLANTING PLANS FOR TYPE. BERMUDA R TOPSOIL 1 112•• T l' -O" APPROVED ON JANUARY 22, r IS REVISEDA DEPICTED: SHEETS �kAE '2 69 t 11/03/2017 AUSTIN •:' Job. No. 1710-01' Drawn 63 GJT Date; 07/24/1 Inc. ro oee HOUSTON - WACO