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(� 4— -0 4— a) a) a) L > L � Q Q) � t}_ L � 0- o .c CD c� OU m ° Ur) � ca w 0 ca 0U s� � -0 ° ;.= 0 0. 0_ 0 m a-�Q 0 0 -0 0 ° tom _00a�i 00mt> ti � ,- — C M U a) b �sE0 0 c� U E L a) -C m U p•, v� a)C- a) 0 uS ca N f= 0 � `� a) � � � a) � L � c a) c� O -r m O vi 00 W N — Q co -a C U C C x L .Q _ tn O U) O a) C 4- f— C2 Mtl a) C Q -0C Q cn O C O 0 En -' Q) L 0 Q) UQ Q � C6 1C t6 -0 O c Q O a) y U to J a) C cn (D � a) a) m 6) z O � � O O N Co 0 U)j— U) (_l .In — Z ca a) o r .0 _70 o � U a U Q .O O) U O C (10 {� Q Co N O S "O W Co } � >, ° o C c >,� °) m 7- :>Q Q -0 •-, c a L) 0 � 4.- Q - F- 4- Q N N N ca O 0 F to a) O O C- W O C(6 O C6W - U +- +- Q3 O Q (6 m > U O L 0 ' t- -- C � 0 W -Q M C O (U R3 U > L M — to O C — C O .� O -0 0 > � 0 La) Q � Ua�ia) °) Q 0 � m W W "= Q) _0 (6 C) O a) �C O Q O O Q) a) 0 L O .m 0 (r/ �-�- f� � 0) CEO 1-- La) E z4 0 m 0 L- 0 d 1— : a) o � 0 C 00 t6 a) — (- W C N � 0 0 a) o L- ui � H <L Q a) U 0 Q — 01- - ,_ _ ul 0 _ U) U Q to V ~ U (6 U) Z W a) caa) 0 �� � a) a) Q _ L 't3 O N a) C C C Q -O > > d (yu _0 >. a) a) > 0 0 c C a- W U) p z a) � :_ EXE a) 0) W a) - M a) 00 � CE � o CL �O � O > _0 o 0 C� 0 a) 0 � <L <L . / \ \ \ % \ � . \ i \ m \ O \ 2 \ O \ r \ O \ � s a j'. 1 CONSTRUCTION PLANS FOR U KF d.b.a. y? t7`yG 3 t 3510 GRAPEVINE MILLS PARKWAY CIMARRON CROSSING BLOCK 6 ADDITION, / ° CITY OF GRAPEVINE, TEXAS I City of Grapevine General (votes e SIR 1, The City of Grapevine's Inspector overtime policy allows the Contractor to work from 7:00 (ya a.m. to 7:00 p.m., Monday through Saturday. Any request to work on a Saturday must be -y made prior to 5:00 p.m. on Thursday afternoon and will require a minimum four(4)hour TABLE OF 00MEM FIRVISM DALE Z W charge. The contractor shall pay overtime charges of$25.00 per hour to the City of GRAPEVINE MILLS BOULEVARD r� Z Grapevine for work outside the normal work week(8:00 a.m. to 5:00 p.m., Monday through C-0 COVER SHEET Friday). No work is allowed on Sundoys or City Holidays without written approval from the C-1 DIMENSIONED SITE PLAN Public Works Director. C-2 UTILITY PLAN Y, C-3 PAVING PLAN 2. The Contractor shall be responsible for submitting a copy of the bid proposal for all g C-4 GRADING PLAN (� Public Improvements to the City of Grapevine at the pre—construction meeting. This a C-5 DRAINAGE AREA MAP proposal shall include unit costs,quantities, and amounts. C-6 SEDIMENT CONTROL PLAN ° w 1The Owner/Contractor shall be responsible for paying o inspection fee to the City of L7 LANDSCAPE PLAN L2 LANDSCAPE NOTES Grapevine of the pre—construction meeting for all public Improvements. rL a �` L3 IRRIGATION PLAN y 4. The Contractor shall be responsible for providing a two(2)year, 25%Maintenance Bond Z � L4 IRRIGATION NOTES to the City of Grapevine for oil water,sanitary sewer, storm drainage,povement and > -L iv excavotion/fill improvements within rights—of—way or easements. d 5. No water jetting is allowed for water, sanitary sewer and storm drainage construction. o6. All trenches that are excavated to a depth in excess of five(5) feet sholi be excavated SAP_ Revirtmx and maintained in a manner that meets all Occupational Safety and Health Administration (OSHA)standards. Prior to the excavation and construction of the trench(es), the q Contractor shall be responsible for submitting two(2) trench safety plans prepared by a GLicensed Professional Engineer in accordance with OSHA Standards, 7, All embedment and backfill sholl be wetted to approximate optimum moisture end N compacted in twelve(12)inch lifts to 95%Standard Proctor Density. Density tests shall be ( CASE NUMBER: C000-03 obtained for each five(5) feet of depth and for each 100 lineal feet of trench or increment CASE NAME: KENTUCKY FRIED CHICKEN love Dates f' thereof. The Contractor shall be responsible onsible for submitting a o LOCATION: 3510 GRAPEVINE MILLS PKWY p g c py of all geotechnical laboratory reports/test results to the City of Grapevine. LOT 3,BLOCK 6, CIMARRON CROSSING ADD. Review- 8. The Contractor shall be responsible for contacting the City of Gapevine Building ,,., ,_ MAYOR SECRE ARY Permit 10l2"8 w Department at 817-410-3010 to request a Tree Preservation Inspection prior to any work DA 7E; J commencing on the site, y- I ,�.,I -rIT T ®. saW*ucNam 9. There shall be no filling in the floodplain or dumping within the City of Gapevine without VICINITY 1 Ft�jl 1 r y$�7./ MAP LL/.SR. Safe' 'N-2d on executed"Fill"agreement. PLANNING AND ZONING COMMISION 'z Ora"By. RAH 10. The Contractor shall be responsible for recording all field changes to the plans. The CHAIRMAN w project engineer shall Incorporate these changes into"As—Built"record drawings. pp Choded by RAH 0 11. The Contractor shall be responsible for providing erosion control in accordance with the owner SHEET, 1 OF project Na 96.54240 Erosion Control Plan prepared by the Engineer and Appendix F of the City of Grapevines E1)$ CttCC KFC dba Jkn&JpyCe Hiller g Code of Ordinances. 11N1 DQCkeI TO 4340 W 110h)i4 APPROVAL DOES NOT AUTHORIZE ANY WORK irTex85 75052 DaNas Texas 7S2Y1 ORDINANCES. Sheet C 17 972 5157 Fax 972-71944229 2f4467=0 /N CONFLICT WITH ANY CODES OR a DEPARTMENT OF DEVELOPMENT SERV7CES 6 Of Y CONSTRUCTION NOTEa 1. CONSTRUCT 6"REINFORCED CONCRETE PAVEMENT PER PAVING NOTES ON PAVING PLAN. 2. CONSTRUCT 6'CONCRETE CURB PER DETAIL NO. 4 ON SHEET C-8. hE' EASEMENT - a VOL 14109,PG 369 O.R.T.C.7.'^� 3. CONSTRUCT REINFORCED CONCRETE HANDICAP RAMP WITH HIGHWAY RAKE yf _�'- CROSS SLOPE PER DETAIL. � Z r� r� 145.85' __ 4. CONSTRUCT 6' REINFORCED CONCRETE DUMPSTER PAD PER PAVING S UO)14'S2" E _ - - - XIST ACCESS EASEMENT NOTES ON PAVING PLAN AND DETAILS. VOL 14109,PG 369 D.R.T.C.T. 5. CONSTRUCT 6'HIGH MASONRY SCREENED TRASH ENCLOSURE ON �., TILITY AND - - 6'CONCRETE PAD PER DETAIL. ) ^� o ACCESS EASEMENT 30 I - \\\ SIGN FACE 6. KFC-PYLON 2 POLE SIGN AND READER BOARD. FOUNDATION BY.0 A' ui _ SIGN INSTALLER. ELECTRIC SERVICE BY GENERAL CONTRACTOR, DRAINAGE -- -" EASEMENT "' �- 7. MENU BOARD AND FOUNDATION BY GENERAL CONTRACTOR. ELECTRIC SERVICE BY GENERAL CONTRACTOR. SEE DETAILS. '-fLU - '-_-,c 9 pis• P �s ~ I o -� NOTES B LOOPK�NSTAILED BR POST �GENERAL ICON FOUNDATON BRACTORRALSfEN0ETA1�, GNE71C O5 O 1 2 1� ( 1. CUGO-03 IS A REQUEST FOR APPROVAL OF REVISION OF THE APPROVED s. tr/57Au WALL MOUNTED LIGHT ABOVE DOOR. �} �^ Rjn- WATER LINE SITE PLAN OF CU89-3fi(ORD.N0.99-08)FOR A RESTAURANT WITH A (LIGHT BY GENERAL CONTRACTOR) '�I�t u DRIVE-THROUGH WNDOW,SPECIFICALLY TO REVISE A DRIVEWAY ENTRANCE, ^ ES } ' 10 3 R EASEMENT LOCATED AT 3510 GRAPEVINE MILLS PARKWAY. 10. INSTALL B METAL HALIDE YARD LIGHTS PER DETAILS. h 10 3/4'O.D.PIPE (SEE PLAN FOR SPECIFIC FIXTURE AND POLE TYPE.) g 0./ 2. The property is currently zoned"CC"Community Commercial District. � COLUMNS-6Y 6 �5/ 10 REAOERBOARD COORDINATE WITH GIGHT SURVEY. ' _ I 3. The current land use designation as contained in the Comprehensive SIC-NAGS ERECTOR g 0 10 20 40 I 2 Master Pon is Commercial. 11. INSTALL GUARD POST PER DETAIL. 12 4. During construction, all requirements of the Grapevine Soil Erosion Control yD 10 15 Ordinance shall be met. 12. INSTALL 6'-0' LONG PRE CAST CONCRETE WHEEL STOP. parking P 9 9 p e'-10 3/4" IF REQUIRED BY OWNER ONE PER STALL EXCEPT IN HC STALLS i,1 1 W 5. All firkin for disabled persons shall be design occordin to Chapter ( J Scale 1"=20' I 22 t� .I 23,Section 23.6 through 24.69 of the Grapevine Code of Ordinances shall be 13. PAINT 4`WIDE SOLID STRIPE--WHITE.. 4 --- met, This designation is the blue handicapped sign requirement. ELECTRICAL ACCESS 3, 'O• y ! 6. The typical parking space dimension is 9 x 18 feet. POLOL,E�wl RREERMOVABLE 14. PAINT HANDICAP SYMBOL-WHITE ON BLUE BACKGROUND, 7 8 ,f`%" 8 15 7. The minimum radius for oil driveway entrances shall be 20 feet, CWO 15 2 ' 15, LANDSCAPE AREA. SEE SHEET Lt.(LANDSCAPE PLAN J �O y a -8 GRADE gt7/8--o-a3143,-Cr1'ELECTRICAL+\ CONDUIT 16. NOT USED. 17. CONS7RUCT CONCRETE WALK(ER PAVING NOTES ON PAYING PLAN RND EXISTING PER DE AILS ON SHE T BROOM FINI f CB SH MAGIC MJKE7S18. PAINTED DIRECTION ARROW. SEE DETAIL( )( TYP VRTICALp4 AN 2 •y @4 ,Qa. tACHAFACEOPoBYN20. NOT USED.... 13 GNAGE ERECTOR 2NOTE �a :� -- --- PROPOSED USE. FAST-FOOD RESTAURANT 2t. DOWEL INTO EXISTING CONCRETE PAVING. 00 -1 .//'O7 10 nI t2 0 W/DRIVE-THRU tt1N�,::•°` 11� I ' M SINGLE STORY BUILDING- 16'HIGH I 22, LOW CLEARANCE SIGN SUPPLIED BY OWNER, INSTALLED BY 1 9 Y7 _ _ _ 5 13'-6 1/2" tit GENERAL CONTRACTOR, TOTAL AREA = 44,000 SF ONCRETE PAD w/ (n (\ 0. s O F9) 5 BARS TOP k 23. N07 USED. \ 4 Y,' �S• I TOTAL IMPERVIOUS AREA= 30,214 SF FRONT vlEw 86TIOM AND A5 BARS N f�10 TOTAL BUILDING AREA 3,030 SF 1s QC.BOTTOM ONLY %IMPEOOR VIIOU RAT O 6 8. % SY SIGNAGE ERECTOR 24. THANK YOU/DO NOT ENTER SIGNS. PER KFC DETAIL. %OPEN AREA = 31.3% GENERAL NOTES 1 2 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE ii PARKING REQUIREMENTS: PYLON SIGN CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN SEATING AREA: 930 SF OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL ` O II 28 PARKING STALLS REQUIRED THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS Q 45 PARKING STALLS PROVIDED AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING =1` AUTHORITIES. rm 11 18.0' 25.0' 18.0' 10.5" I� DRIVE THRU STACKS: 7 r R - _, _ y 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS = 2 4.0' 41.0 5.0 I AND L GOVERNING AND THE REQUIREMENTS AND STANDARDS OF THE , a� O U � ' � � LOCAL fAVERNINO AUTHORITY. G re Z 3. THE INITIAL SOIL TEST AND REPORT BY ALPHA TESTING, INC. 9� CA7� N/^EF-s y 13 1 y1 12 DRYVIT TOP #4 BARS A 32'O.C.W/ PROJ• NO. 96785 AND ANY AND ALL SUBSEQUENT REPORTS PREPARED " I.t�l t.. 1! m FOR THIS PROJECT BY ALPHA TESTING OR BY OTHER FIRM, AGENCY �L` _ 18 LAPS. GROUT CMU OR ENTITY, EVEN THOUGH NO SPECIFIC REFERENCE TO ANY SUCH FF ELGY 53975 Z ? a �P CELLS SOLID W BAR REPORTS ARE CONTAINED IN THE PLANS AND/OR SPECIFICATIONS FOR 00 i .�k .i. * �Y I 0 LOCATION, EXTEND BAR 1'-6" THIS PROJECT, ARE M4DE A PART OF THIS SITE PLAN. A COPY CAN L� q < DRYVIT TO DRYVIT FINISH BELOW SLAB,W/9B BEND BE OBTAINED THROUGH THE OWNER OR ENGINEER. ""•'+" MATCH ie TO MATCH AT BOTTOM BUILDING 1 BUILDING 6'SCH.40 GALVANIZED STEEL 4. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY 74.0' 17 1 TYP _.._, II m PIPE FILLED W/CONCRETE THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS 1 19 3 19 I ( o II - TO EXTEND 36'ABOVE SLAB INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANY Rg 13 I II SCORED VENEER (TOTAL LENGTH 5-9') CONSTRUCTION. IN THE EVENT OF ANY CONFLICT AND PRIOR TO 10 TO MATCH 9' 9' COAfENCEMENT OF ANY CONSTRUCTION, IMMEDIATELY NOTIFY KFC p \ I BUILDING 6x6 W2.9xW2.9 WWF CONSTRUCTION SUPERVISOR. MINOR ADJUSTMENTS TO FINISH GRADE I TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE, IF NECESSARY, TENSION WIRE c+ 24 �� II AND TURNBUCKL .t. UPON PRIOR APPROVAL OF OWNER OR ENGINEER PAVING �o INSTALLED SHALL 'FLUSH OUT' AT ANY JUNCTURE WITH EXISTING o ) I 15 PAVING. ,• `'/ o FINISHED GRAD 5, THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE R 4 PAR ING SPACES ,p Q ' // I BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT �y4 DOWELS 3•-O" 4"COMPACTED FILL W "F;, SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE 2 � 73 • �- 14�,.C^�, '�. $CARED VENEER DROP ROD R' FORK LONG®32`O.C. 4-y4 BARS VERT. VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO Z j 2 I I TO MATCH ( 4-#4 STIRRUPS STARTING CONSTRUCTION. u`J (2) t5 BARS ' I u BUfLDING (2) HINGES WELDED IN PLACE (6 5/8 �oNYINLOUI Z 25'ACCESS EASEMENT o 18 I 6. ELECTRICAL SERVICE REQUIREMENTS TO BE COORDINATED WITH W 1 5/8 - PRESSED STEEL GALVANIZED UTILITY COMPANY. i3 Tne Rr. y X INDUSTRIAL HINGE 2 PER GATE) L t2 " 4 O � �'v ( I 7. CONTRACTOR SHALL FURNISH COMPACTION TESTS TO SPECIFICATION Cl- REQUIREMEN FOR BUILDING UNDER SLAB AND NEW PAVING. �[ 4 PARKING;SPACES 4 PARKING SPACES - ELEVATION SECTION CONTRACTOR SHALL FURNISH 7 AND 28 DAY CYLINDER TESTS AS f ti W REQUIRED BY OWNER OR ENGINEER. 1J w 2 t0 _ _ 2 ` 21 REFUSE ENCLOSURE DETAIL TEXAS. W ~ p I 8. CONTRACTOR SHALL SUPPLY SIGNS DESIGNATING HANDICAPPED SPACES la '" WHICH SHALL BE SATISFACTORY TO OWNER AND CITY OF GRAPEVINE. 25'BUItOtNG LINE e - _ DEMOL I71 ON NOTES 15 ------------------------- J[ - - - - _ I to 15 /�! 1, CONTRACTOR SHALL CONSULT ALL UTILITY COMPANIES AND VERIFY 17 - BENCHMARKS 'o 1 LOCATION Of ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION, 0 15'LANDSCAPE BUFFER / REMOVAL AND RELOCATION OF ALL UTILITY LINES, METERS, VALVES. e' 0 15'SANITARY EAS M T--•' / GPS Monument 4 ETC. SHALL BE PERFORMED PER REQUIREMENTS OF THE CITY OF 8 VOL 13724, 2 .T.D. C,T. T Northeast Corner of the GRAPEVINE & UTILITY COMPANIES. ANY DAMAGE TO PUBLIC 1 Grapevine M-lopal Coll Course. UTILITIES SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CORRECT. GPS Monument 7 o s se s At the Weather Station of the Corps 2. ALL DEAAOLITION AND CONSTRUCTION TO BE KEPT WITHIN THE RevisIOnF l 43.0' I of Engineero o1 the trap)vlth Lor BOUNDARIES OF THE SITE OR AS DESIGNATED BY CONSTRUCTION / Q ENGINEER. ANY DAMAGE BY CONTRACTOR TO ADJOINING PROPERTIES 0 17 POWER ,p a p Headquarters of Fairway Drive. OR ITEMS NOT IN THE DESIGNATED DEMOLf TION AREA SHALL BE THE POLE \`'.p ,t. 'A ��h� GENERAL CONTRACTOR'S RESPONSIBILITY TO CORRECT. a `'O• J' Existing Driveway 3. REMOVE ANY ITEMS WHICH MUST BE DEMOLISHED TO COMPLETE PROJECT g i AS DESIGNATED BY SITE PLAN. m =------------------------------- aq m -------- ------------ -y "'a,: _ _ _ __ ' CASE NUMBER: CUOl7-03 _--------- - � CASE NAME: KENTUCKY FRIED CHICKEN. GENERAL NOTE s bore Dates - _ _ __ = LOCATION: 3510 GRAPEVINE MILLS PKWY a+ LOT 3, BLOCK 6, CIMARRON CROSSING ADD. a. "All ensile electrical conductors associated with new constmetlon shall be Rewew located underground` zMAYOR SECRETARY b. All requlree oN-street parking and loading and drives,vehicles(autos,trucks, w districts shall betr-ller,s,boots, pored i a minimum stondord areas and outside equivalent storage fouat)(14 inch C-iPeRNt DATE: o a concrete)lob with six x Inches by nsixe (6)Inches by six s gouge tubas wire COIIShucdOrL M two(2)inch hot mix asphaltic aonttete over six Inch crushed rock base." a, "Ail development shall be In accordance with Section 25'CC Community Scale 1-20' ��® Q.r j.�/{� PLANNING AND ZONING COMMISION Commercial District Regulations of the City of Grapevine Comprehensive s==------ f� l! 1'Y Zoning Ordlnance." Ova" f� d. "Ali landscaping Moli be in accordance with Section 53 of the City of LrtuWT1 By RW O __________________-= CHAIRMAN rn Grapevine Comprehensive Zoning Ordinance.' rc e. 'OH-street parking shall be provided in occordonoe with the provistons of Checked CMG wo DA 7E: Sections 56 and 58 and shop be landscaped in accordance with Section 53 of SHEET: _2 OF 11 the City of Gropevl a Comprehensive Zoning Ordinonce. Na NO' 99.592t)0 ___ f, the of, shall be provided in accordance with the provisions of Section 5 / ---__-_--.:,.------m„====sc===-__--_._- a the yo apev na ComprehensiveZoning g _ _____________ _ = APPROVAL DOES NOT AUTHORIZE ANY WORK g, "The masonry requirements of Section 54 of e City of Grapevine IN CONFLICT WITH ANY CODES OR _ =-_ ----_ CompRhMeive Zoning Ordinance Mail be met` ORDINANCES. h. NI outdoor storage and ratuse disposal shall be landscaped een and scred Sheet DEPARTMENT OF DEVELOPMENT SERVICES I' view." qZ, I. "M-hanicol and electrical equipment,including air conditioning units,shall be designed,installed,and operated to minimize net"impact on surrounding Y property. All..an equipment at be scr ened from public view.' Of UTILITY NOTES INSTALL: INSTALL' L SERVICE TO METER BY LONE STAR GAS COMPANY. CONTACT LONE STAR ISTANS 1+45.85 1-CORP TEE 1-2"RE TEE GAS 48 HOURS PRIOR TO CONSTRUCTION AND FOR LINE LOCATIONS w INSTALL: 1-CORPORATION STOP GATE RESILIENT SEAT CONTACT DIG TEST 0 1-800-725-715L 12"RS GATE VALVE GATE VALVE. _ _. — — — — '- 12•'PLUG .- - - - - END PROP 12"PVC — — �EDL 14t09ACCESS EASEMENT I 2. GAS METER-BY LONE STAR GAS COMPANY, CONTACT COMM.SALES FOR F� PG 369 D.R.T.C.T. I METER 0(800)725-715L two -�- 3. GAS SERVICE LINE FROM METER TO BUILDING BY GENERAL 2 �^- CONTRACTOR. Y� 145.85E 5 V O'14'52" E - -- XIST ACCES EASEMENT 4. PROVIDE GRANULAR FILL FROM BOTTOM OF CREASE TRAP TO PIPE BED. VOL 14T09 PG 369 D.R.L_CT._ ---------- P TILITY AND EXIST 2" WATER -- 5. INSTALL 1,250 GALLON TWO COMPARTMENT CREASE TRAP PER THE pRpp }z" WATER ACCESS EASEMENT ----^-"-'�` —___- — — — — — �_..----- CITY OF GRAPEVINE STANDARDS. r DRAINAGE 9 ---- — — -- ( 6. RUN UNDERGROUND ELECTRICAL SERVICE PER REQUIREMENTS OF p Y EASEMENT clTr of GRAPEVINE, WW 7 7 PROPOSED i'WATER METER FOR DOMESTIC 1'WATER METER FOR IRRIGATION. uj AND BACKFLOW VALVE PER REQUIREMENTS OF THE CITY OF GRAPEVINE 5 STA 0+00 Lu REMOVE PLUG, 8. ELECTRICAL PANELS. ! CONNECT TO EXIST 17 � 12"PVC, 9. NEW 1"DOM AND 1'IRR TAPS AS CALLED OUT IN PLANS 17 WATER LINE SEMEN T 10.RUN 1-1,/4'WATER SERVICE LINE FROM METER TO BUILDING 10 _ fi, TIE IN TO PROPOSED TRANSFORMER,CONTACT TU ELECTRIC w 1 D 10 20 40 + 9 10 PRIOR TO CONSTRUCTION FOR LOCATION OF RISER. i 3;5 _.� STA 0+16,50 T2 RUN UNDERGROUND TELEPHONE ONE PER THE REQUIREMENTS OFLu ` INSTALL: I TELEPHONE COMPANY, ' 15 \ 1 I Scale i"=20 -,2'X6"TEE I " "" 73.DOUBLE CLEAN OUT WITH TRAFFIC LIDS LOCATED AS SHOWN. y,^ 15 t-FIRE HYDRANT i 1-6"VALVE I 14.INSTALL 6" PVT:SANITARY SEWER LATERAL FROM EXIST.SEWER LINE p 1 TO CREASE TRAP AND 4'PVC FROM GREASE TRAP TO BUILDNG. 7 ` O I 15,DIRECT BURIAL LIGHT POLE WftH 2 1/2"x5"HANDHOLE AND 2 3/8"TENON. 3 100 IN 1/2-PVC CONDUIT(TYP.ALL SITE LIGHT FIXTURES). ' 16.112 M 112E PVC CONDUIT AND ELECTRICAL TO SIGNS AND LIGHTS (TYPICAL)BY GENERAL CONTRACTOR. jN 8 EXISTiNG 4"P.Y.C.SLEEVES BY GENERAL CONTRACTOR, �^ •N y31\ 9 ymj Y. 10 Vrl. MlKE7J 18.3 1Y IN PVC CONDUIT AND ELECTRICAL i0 PYLON SIGN y � a (TYPICAL) By BY GENERAL CONTRACTOR. 19 d 1 19,STEEL REINFORCEMENT TO HAVE 12'TO 18'CLEARANCE AROUND SOUND LOOP. $P;'�;��� • 20 O SOUND G0�1N 112E PVC CONDUIT BELOW SLAB TYP,BOTH SIDES, 00 5 Lf) 20, 11 Sig .p _ 20. TWICAL)28Y GENERAOtUCONTRACTOR.R(FOR MENU BOARD) FOR SPEAKER WIRE. Go 14 ... i t3 73 17 Nt5 M 15 I SANITARY SEVER NOTES n X CONTRACTOR SHALL NOTIFY ALL U77LM COMPANIES AND OTHERS WHO MAY I ' HAW A YE BURIED EQUIPMENT OR PIPELINES IN THE VICINITY OF ;�t _ ^ CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. DAMAGE TO 14 2 i O t2 i0 �� EXISTING U77LI77ES SHALL RE REPAIRED AT THE CONTRACTOR'S EXPENSE. -.._.. -�_.. ... ^ CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF TIE-IN TO ,. W 4 EXISTING SEWER SYSTEM PRIOR TO CONSTRUCTION OF DINES UNLESS OTHERWISE REQUIRED,ALL SANITARY SEWER PIPE,MANHOLES,AND (� H 00r RELAYED APPURTENANCES SHALL CONFORM TO THE MATERIAL AND KFI. lil 4' CONSTRUCTION SPECIFICATIONS AS SET FORTH IN THE CITY OF ' 'VQ - 4 Z GEORGETOWN STANDARD SPECIFICATIONS O D, 9O ENHANCED (5 m PARTICULAR ATTENTION SHALL BE PAID TO THE INSTALLATION, ° U, 0 EN +ENHANCED _ aU EMBEDMENT.AND BACK FILL OF SEWER PIPE Y ¢ SEWER PIPE SHALL BE 4'PVC SDR 35. [ �"•V CONTRACTOR SHALL MEET ALL D.S.H.A.REQUIREMENTS REGARDING TRENCH j I SAFETY IN THE CONSTRUCTION OF THIS SEWER MAIN. p �I 14 6 WATER NOTES WATER DISTRIBUTION SYSTEM MATERIAL AND CONSTRUCTION SHALL CONFORM i o r TO THE CITY OF GRAPEVINE STANDARDS. c 4 PARKING'SPADES ' 1 ALL LINES SHALL BE BURIED A MINIMUM DEPTH OF 42'BELOW TOP Of ADJACENT CURB OR AS DIRECTED BY THE ENGINEER, V•d 3 1< 16 0 17 j I WATER PIPE SHALL BE PVC CLASS 150(C-900). Q 2 CCI SS EASEMENT 12 1 I CONTRACTOR SHALL EXTEND SERVICE AS SHOWN,PROVIDE CURB STOPS AS W �I I REQUIRED AND METER BOX SET IN PLACE, Q" CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. DAMAGE TO EXISTING U77LI71ES SHALL BE REPAIRED AT 4 P kKING:SPACES 4 PARKI PACES I I CONTRACTOR'S E%PENSE. a ( t5 �. 25'BUILDING LI ---_- __ - __---------------------_ jjTT Ci„ _ _ _ — _ _ _ — _ _ I T 18 s L /i i PAVEMENT 3G EXIST 8" SAN. SEWER LAN APE BUFFER— — / 15'SANITARY CAS WENT VOL 13724,PG 2 D. .T,OT 1 INSTALL STANDARD !1 {1 4-1 0 4'DIAM.MANNOLE POWER Jl T j a«� PER CITY STDs. G 4 l------------/"° SLEEVE TERMiNATiON DETAIL RIM 540.30 FIL 6'R 531.49 dl l nts FL6'— 531.69 __,.may --- s. ''l U CASE NAME: KENTUCKY FRIED CHICKEN CASE NUMBER: C000-03 lssMe pates till BENCHMARKS LOCLOTA3,DBLOCK510 6, CIMARRONGRAPEVINE MILLS PKWY CROSSING ADD. Review 31 CPS Monument 4 Permit w GRAP'EVIINE MILLS PA RK WAY Northeast Corner of the MAYOR SECRETARY 9 ( !x'opaNne Munlaipol Goli Course. - IN i DATE: Coremrctiolt ��® �.� .- At t Monument 7 / 1 At the w afner Station of the Corps to L I F PLANNING AND ZONING COMMISION _---__ -_---_-__- t+'dq oaer:o to,Grapevine orirr.L Drewn By. nc r frw W 1 m A CHIRMAN w I Checked by CMC z a 1 DATE: J 99-59200 SHEET.'�OFF Project Na _ -_-—---- i APPROVAL DOES NOT AUTHORIZE ANY WORK ____-______________�_______________-'-' l IN CONFLICT WITH ANY CODES OR Sheet C•2 I ORDINANCES. a � DEPARTMENT OF DEVELOPMENT SERVICES x Of r n,1 ) PAVING NOTES F'f i I L._.t—) THE INITIAL775 SOIL TEST AND REPORT by ALPHA TESTING, INC. PROJECT I I ( PROJECT AND ANY AND ALL SUBSEQUENT REPORTS PREPARED FOR THIS PROJECT BY ALPHA TESTING, INC. OR BY OTHER FIRM, AGENCY OR I ENTITY, EVEN THOUGH P NO SPECIFIC SPECIFICATIONS TO ANY SUCH IS PROD ARE CONTAINED IN THE PLANS ANDIOR SPECIE!CATIONS CFORAN THIS OBTAINED p, i g 00°14'52" E 145.$5' _�_ — — �-- — — ----- -- THROUGH THE CONSTRUCTION ENGINEER. A COPY CAN BE OBTAINED fn . .'. ______ .._—"..._____.___._.— ) I LMJ ARE MADE APART OF THIS SITE PLAN y� NO ---------- I � !. PAVEMENT S GRA OR BE EXIST t2" WATER — -- iSUB DE F A B R C LOW G THE SANDY CLAY SOILS ENCOUNTERED NEAR THE EXISTING GROUND SURFACE Now WILL PROBABLY CONSTITUTE THE SUB GRADE FOR MOST OF THE PARKING AND I DRIVE AREAS. THEREFORE, 17 IS RECa.MENDED THAT THESE SOILS BE Q I IMPROVED PRIOR TO CONSTRUCTION OF THE PAVEMENTS.IT IS !I I PROPOSED PAVED AREAS BEA SCARIFIED T THE STONA DEPTH OFAATS LEAST OILS U6 INCHES Lu LEGENDh ( 0 }0 20 40 AND COMPACTED TO AT LEAST 95X OF STANDACD PROCTg4 MA%TWIN DRY DENSITY(ASTM D 698)AND WITHIN THE RANGE OF 1 PERCENT BELOW AND n i 3 PERCENT ABOVE THE MATERIAL'S OPTIMUM MOISTURE CONTENT, ( Scale 1"=20' THE CLIENT SHOULD BE AWARE THAT THE SURFACE PREPARATION EXISTING CONCRETE PAVEMENT ) OF THE PAVEMENT SUB GRADE SOILS WILL NOT PREVENTLu DEEP SEATED MOVEMENT OF THE UNDERLYING UNTREATED M RI ATEALS. I II I FUTURE MAINTENANCE OF PAVEMENTS SHOULD BE EXPECTED OVER THE LIFE Ku + g O I I I BENCHMARKS OF THE STRUCTURE. cl I PROPOSED 6" REINFORCED CONCRETE PAVEMENT Q Lu 'Sr GPS Monument 4 (5 SACK MINIMUM) WITH #3 BARS ON 24" CENTERS. q NaHheasi Carne aT the n. PAVING I II ( Crap.VMe Munfalpol Golf Course. A. CONCRETE DRIVEWAYS ® PROPOSED 4" REINFORCED CONCRETE SIDEWALK u 1 GPS Monument sue GRADE SHALL BE As INDICATED IN s£crrDN I. WITH #3 BARS ON 24" CENTERS. I I I At the W'aather Statim oT Ua Corps CONCRETE DRIVEWAY APPROACHES SHALL BE A MINIMUM OF 6 INCH of Engineers of the GraPevine Lake INCHES THICK. CONCRETE DRIVEWAY APPROACHES SHALL HAVE A RISE h Heodquartars of Fairway Ori% OF NOT LESS THAN 6 INCHES NOR MORE THAN 9 INCHES FROM THE FLOW I LINE OF THE GUTTER TO A POINT 10 FEET BEHIND THE FACE OF THE 6" C NC/. CUrRB PER CITY OF GRAPEVINE STANDARDS. q I GUTTER. CONCRETE FOR DRIVEWAYS SHALL BE A MINIMUM OF 3,000 PSI XISTINV I II IN 28 DAYS CONCRETE. THE GRADE BELOW THE DRIVEWAY, INCLUDING /t I 4 FOOT OUTSIDE OF THE OUTER EDGE OF THE DRIVEWAY, SHALL BE [• COMPACTED TO 95X STANDARD PROCTOR DENSITY, AND AS INDICATED IN MAGIC MIKEFJ ( 2PAINCHEST SUB COMPACTED,DE�DRIVEWAYS ALL SHALLDRIVEWAYS HAVE CONTRACTION JOINTS NOTING E " b3iL Y I II I I MORE THAN /5 FEET APART, BOTH TRANSVERSELY AND LONGITUDINALLY. =p$f!; ;'3 I EXPANSION JOINT SHALL BE PLACED ON THE PROPERTY LINES BETWEEN THE APPROACH AND THE DRIVEWAY. THE JOINTS SHALL BE FILLED WITH h; I W PRE MOLDED GRAY BITUMINOUS EXPANSION JOINT FILLER AND SHALL EXTEND L� O I If THE ENTIRE DEPTH AND LENGTH OF THE CONCRETE SECTIONS. M I it Q I �e FINISHING SHALL BE AS INDICATED IN SECTION IIf. Do I I = I ® NOTE: NO CONCRETE SHALL BE PLACED FOR DRIVEWAYS Oi ';� O (yi UNTIL THE SUB GRADE, SAND CUSHION AND REINFORCEMENT PLACEMENT HAS IYNN"" N t'7 I I) •+) BEEN THE AND APPROVED BY THE CITY OR STATE(WHICHEVER IS �( APPLICABLE). } II (/'JI B. PARKING LOTS f4 j PARKING LOT SUB GRADE SHALL BE AS INDICATED IN U I L11( II SECTION 1, o I` II I) I II PAVING SHALL BE 6"REINFORCED CONCRETE (6-1/2"AT TRASH Q I N { N ENCLOSURE AND APPROACHES), 3,000 PSI IN 28 DAYS CONCRETE, Q II II ( REINFORCE WITH IF3 BARS AT 24'OCEW SUPPORTED WITH PROPER SUPPORT LLJ �¶ �. II I II CHAIRS. BEDDING SHALL BE MINI" 2"COMPACTED, CLEAN, CUSHION Ytl �' II N SAND. EXPANSION JOINTS SHALL BE AT 48'MAXIMUM OC AND SAW-CUT ( II CONTRACTION JOINTS AT MAXIMUM 12'OC. ALL JOINTS TO BE CLEANED s ,I N I II AND FILLED WITH iqT POURED RUBBER(GRAY). Co O ' Z u i i FINISHING SHALL BE AS!ND/GATED IN SECTION M. C. ON-SITE SIDEWALKS SIDEWALK SUB GRADE SHALL BE AS INDICATED IN SECTION I. i gp N If II ( CONCRETE SIDEWALKS SHALL BE A WIDTH AS DESIGNATED ON II II II SHEET S,IA AND A MINIMUM OF 4 INCHES THICK, CONSTRUCTED OF I II 3,000 PSI, IN 28 DAYS CONCRETE AND REINFORCED WITH#3 BARS AT II 18"OCEW. TOOLED CONSTRUCTION JOINTS SHALL BE b-0"DC. ONE-HALF INCH EXPANSION JOINT SHALL BE PLACED EVERY 40 FEET AND If WHERE NEW WORK IS CONSTRUCTED ADJACENT TO OTHER CONCRETE WORK ( II (WALLS, FOUNDATION, CURE, ET . THE JOINTS SHALL BE FILLED WITH II N I 1/?-fNCH PRE MOLDED GRAY C.)BITUMINOUS EXPANSION JOINT FILLER AND Q II I II SHALL EXTEND THE ENTIRE DEPTH AND WIDTH OF THE CONCRETE SECTION, 8 II II N FINISH OF SIDEWALKS SHALL BE WITH A BROGM FINISH ' PER ENGINEER. WALKS SHALL HAVE TOOLED CURB EDGES. SAWCUT& ') 24'SMOOIN N0.6 D0XEL BARII I IfIII. FI MATCH EXIST NISHING FOR CONCRETE DRIVEWAY, PARKING LOT AND STREET N 16" u A •H01 POURED RUBBER I N CURBS JOINT SEALING COMPOUND II T=PAVEMENT THICKNESS Y MM. I I II THE EXPOSED SURFACES OF DRIVEWAYS AND PARKING LOT SHALL HAVE 3 8' f II A MONOLITHIC FINISH BY FLOATING WITH A ES, FLAT UNTIL A SLIGHT t i/N'Mw.CLEAAENCE II I EXCESS OF SAND APPEARS ON THE SURFACES. IN NO CASE SHALL THE t„V N ( If SURFACE BE LEFT SLICK OR WITH A GLOSSY FINISH, EXPOSED SURFACES Z OF SIDEWALKS SHALL HAVE A MONOLITHIC FINISH BY TRAWLING WITH A ( II STEEL TROWEL AND BRUSHED LIGHTLY WITH AN APPROVED BROOM. THE _ If i EDGE OF ALL CONCRETE SHALL 8E NEATLY ROUNDED 70 THE REQUIRED W N RADII WITH AN EDGING TOOL, THE EXPOSED SURFACE OF CURBS AND CURBS Wl TH GUTTER SHALL 8E FH U SHAPED WITH A'MULE*AND BRUSHED WITH A WET BRUSH A7 RIGHT ANFLE J TO THE LINE OF THE CURB TO PRODUCE A UNIFORM TEXTURED SURFACE. EXPANSION JOIN!FULLER DOWEL SLEEVE(CLOSED END) �J� / II THE EDGES SHALL BE NEATLY ROUNDED OFF TO THE REQUIRED RADI TO FIT DOWEL AND B,):SECURED TO BE INSTALLED 24 OC p Q OF GROIT OVER A RCUGH FINISHED TEXTURE WILL NOT BE ALLOWED. 1- •HOT-POURED RUBBER JOINT SEALING COMPOUND // \ LL PER S.D.H.P.T.ITEM 360 SECTION 36a2(8XC),G.ASS2(GREY) I„ ---- TRANSVERSE EXPANSION JOINT P '� "� Q a EXIST 8" SAN. SEWER o POKER ��. II If Rertslons POLE e / �,F.^'' / o ° r------ ¢ a I o O II II 24'LUBRKAlEO SMOOTH NO.BDOW£L BAR VLRTfCtS SlW"COT= =::«—_ P =___—_---�.�____ �_--..�,_— -I-.��%_�"�'� y �O ( 4'ht._ �I ��• m 5AMI FULL DEPTH !SPACE @ i5'MAX) VERim L SAW CUT CASE NUMBER: CUOO-03 i FILL W/HOT-POURED RUBBER 1/8 To 3/1s`wloE CASE NAME: KENTUCKY FRIED CHICKEN Issue Dates uJ T-PAVEMENT THICKNESS JOIN SEALNG COMPOUND T-PAVEMENT THICKNESS (SPACE @ ib'MAX) ASPHALT IMPREGNATED LOCATION: 35I0 GRAPEVINE MILLS PKWY F FILL W/HOT-POURED RUBBER FIBERBOARD W/1/2- m JOINT SEALING COMPOUND BITUMINOUS SEALANT LOT 3, BLOCK 6, CIMARRON CROSSING ADD. ReWew. NOTM FORM GROOVED EDGES i CON T.WERE CURB w t NO SMOOTH DOWEL BAR MAY BE USED ROUNDED TO 1/4-RADIUS f ABUTS SIDEWALK Pelfnit z MAYOR SECRETARY N S,Or AND T PAVEMENT THICKNE>�. > 3'RADIUS TYP S DEWALK W '4 iU�"' 'p9 °OV FIRST PLACEMENT _ p3 BAR WNT DATE: PROPOSED EXISTMG 2 LONaiLONAL BUTT CONSTRUCTION MAY P ,� \ LAP BARS 1 �, 4,y COn6tRICTIDt1 w PAVEMENT a PAVEMENT ~ _ P n � 1JTi.QED N PLACE OF L(XrC#fUCd14L HNC ,- 1 1/YRADIU w iusa�? Z (KEYWAY)JONT AT CONTRACTORS OPTION. ° `k PLANNING AND ZONING COMMISION Srafe: Tw=20' Y \_DOWEL SPACE ON ONE(1)FOOT -r-Y `L S.DOWEL BARB SHALL BE DRILLED INTO PAVB.BNT 1 / Drawn BY ITV✓ WN. CANTER 7o NTER .. a 1 CHAIRMAN 6 INCHES OFf TIE BAR HOFQOM'ALLY BY USE OF A MECHANCAL PKi W HOT-POURED RUBBER JOINT SEALING COMPOUND M3 BARS @ 26'EA WAY(TYP) LAP 30 BAR DIAMETERS TIE DATE: Checked CA'iC' PER S.D.H.P.T,ITEM 360.SECTION 360.2(8)(C).CLASS2(GREY) DRLLlH3 BY HAND IS NOT APPLICABLE. z PUSHM DOWEL BARS INTO GREEN CONCRETE •HOT-POURED RUBBER JCNT SEAUR9 COMPOUND --" SHEET: �_OF 17 LONGITUDINAL BUTT DETAIL ISNOT ACCEPTABLE PER SD,H.P.T.ITEM 390,SECTION 360.2(SXC),CLA552(GREY) Project Na 49.59200 DOES NOT AUTHORIZE> TO BEU3®WI-OEPROP�CONCRETE PAVB.BdT CONSTRUCTION JOINT DETAIL APINOVAL CONFLICT WITH ANY CODES AN WORK 17 NG Sheet C-,3 CO MEETS EXOT CONCRETE PAVEMENT 6" MONOLITHIC CONCRETE CURB DETAIL ORDINANCES. 17 a DEPARTMENT OF DEVELOPMENT SERVICES Of I ,aNERAC GRADfNG AND DRAINAGE NOTfS 11 1 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND 7 g !I I CITY OF GRAPEVINE STANDARDS AND SPECIFICATIONS, g r: 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL MAKE h' FFIX'� I I CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN F } ,,,_- -535 5✓5 I S�S� _ — I ( ' W TAINED. NO CONSTRUCTION OR FABRICA77ON SHALL BEGIN UN77L AUTHOOT ER DOTRACTOR HAS UMENTS APPVEDROVED AND OVEDYALLTHOROUGHLY REVIEWED PERMITTING PLANS ifl — _ t _ _ --- AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMfTTING 7py — — — — --' — -�--EXIST 15 ACCESS EASEMENT I 3 f'- -"' � VOL 74109,PG 369 D.RM. .T. I 6_. r .-. S ail REQUIREMENTS AND STANDARDS OF THE _ ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS , 1 ,.... OT 1 4152 E 145`85 I ( LOCAL GOVERNING AUTHORITY. J AND SPECIFICATIONS AND TH -- xtST ACCESS EASEMENT n VOL 14109 PG 369 D.ft T.C.T. -------------- -I--i 4. IN THE EVENT AN ITEM 15 NOT COVERED W THE CITY OF GRAPEVINE _ _ EXi87 12 WATER ___- --- Y ENGINEER'S N ALAPPLY. ________ ACCESS T .-_-�-_�_---- 1 I SPECIFICATIONS, THE CT E GNEER'S DECISION SHALL `__ _ I i O to 20 40 W h '. DRAINAGE — — — -" — "� 5. BARRICADING, TRAFFIC CONTROL,AND PROJECT SIGNS SHALL CONFORM j EASEMENT — — ' / ( TO`STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION r BARRICADING AND CONSTRUCTION STANDARDS". am"m u, Scale 1"=20' 6. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY L�v ter" S' rl r THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONSUZI b`, Y INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF ANY .�, CONSTRUCTION. IN THE EVENT OF ANY CONFLICT AND PRIOR TOftj r� WATfR LINE I II 1 COMMENCEMENT OF ANY CONSTRUCTION, IMMEDIATELY NOTIFY JU SK g -- EASEMENT I II ENGINEER. MINOR ADJUSTMENTS OF FINISH GRADE TO ACCOMPLISH SPOT DRAINAGE ARE ACCEPTABLE, IF NECESSARY, UPON PRIOR APPROVAL OF ENGINEER. PAVING INSTALLED SHALL 'FLUSH OUT'AT I I I ANY JUNCTURE WITH EXISTING PAVING. 7. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE R(Dq BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT --- I I SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY 70 CONTACT THE VARIOUS UTILITY COMPANIES 70 LOCATE THEIR UTILITIES PRIOR TO STARTING U p I ( II I STARTING CONSTRUCTION- a. 8. CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM i ,.. U ' 0 I r ELEVA7IONS PRIOR TO CONSTRUCTION. 9. ALL PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT II r ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE tt- I EVENT OF ANY DISCREPANCIES, 10.IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE AND/OR m EXISTING u 1 ...Cy. �/ \• z o MAGIC MIKESI b I ESTABLISH A TEMPORARY BENCHMARK(BASE UPON EXISTING CONOIBON SHOWN ON THIS PLAN)PRIOR TO CONSTRUCTION.ILn Q _ p ,0 - QI L£9 00 — O—�-p _ 31 rn on j ivy N If HI I II �I p X. o w itLAJ r ---. .._ Z „.fi' li r it ( ""`` ii o KfC �"�"� LEGEND 90 ENHANCED _-_ �_ (( ( ° i iv ff ELEV c 539J5 ¢ w i w zsoo c o PROP.TOP OF CURB ELEV. PROP.TOP OF PAVEMENT g p i r ii s2 -PROPOSED GRADE it i jj =DRAINAGE DIVIDE DIRECTION OF FLOW EXISTING GRADE � Z ' I Ta3so ex a EXISTING SPOT ELEVATION z < 0 4 PAftK1NG$AAj1ES r u BENCHMARKS Q... NOTE: CONTRACTOR TO ' ENSURE MINIMUM 0.50% ( II i Gas Monument 4 OG Z 2�'ACCESS KSEM GRADE AT ALL CURB LINES. it I i Na-tneast corner of the V z ( I p II crapewine Alanl&Pat car C-- � LL _ _ _ w GPS Monumenf 7 4 PARKIN NG SPACES 4 PA SPACES I )FHp h At the Westner the of the LakCope �,_J �+• of Engineers of the Grapevine Lgke V"... wT I ' �h / II Headquarters of Fairway Orim 9 o -- $ z 25'BUILDING LiN ._---------------------- EXIST 8" SAN. SEWER � /75'LANDSCAPE BUFFER � — Y/15'SANITARY EAS M N7 DT.C.T. '� 71 CASE NUMBER: CUOO-03 CASE NAME: KENTUCKY FRIED CHICKEN It5Ue DAB I-----•----_- �- Y. w 11 "+ �. LOCATION: 3510 GRAPEVINE MILLS PKWY LOT 3. BLOCK 6, CIMARRON CROSSING ADD. Review. � R SECRETARY MAYOR PerrrJt 10121198 DATE: Con.%.tfax �I x, ? I PLANNING AND ZONING COMMISION SCa1c 1"=20' � VINE MILLS I CV 4 CHAIRMAN ITW w 1 SHEET: -�OF 7t CHttked by CMG z 160' R.0)W �' Project Na 9939200 APPROVAL DOES NOT AUTHORIZE ANY WORK WI = IN CONFLICT WITH ANY CODES OR 'm 1 ORDINANCES, Sheet C 4 DEPARTMENT OF DEVELOPMENT SERVICES ________ , of — — __ --_ XIS�15'ApCE569D�EC VOL 4109 G 3 R T.� I I I I 536 cS_ 00'1 4'.52°0 145 $5'_.._ - XISi ACCESS EASEMENT ... _ VOL 1410A PG 369 D.R.LC.T� I W LEGEND _ _ � z it TY AND I ACCESS EASEMENT DRAINAGE — —' — EASEMEN7 — — — DRAINAGE AREA DESIGNATION — =DRAINAGE AREA IN ACRES Y I 1I =DRAINAGE DIVIDE cc �i —► =DIRECTION OF FLOW TER LINE i 0 10 20 40 10 N ASEMENT 9 20' a kv II BENCHMARKS lu c� n Monument 4 Lu $ t I ( II Northeast Comer of the Grap.w-Manletpal Golf Caerse. GPS Monument 7 0 1 At the ft ther Station of the CorpIt, e i I of Eng/veers et the Grapevine Lek. Heod'wartere of Fotrway 0r1- EXISTING MAGIC MIKE'S w A 00 L4S,.` CO o Q O CJ t -N N ff46�s•.ii:•F- LJ 0 a O tb O 538 o KFC a II z t 90 ENHANCED n r FF ELEV=53975 x Q II 7a g O II II � rJ ..•` 0 II II 4 PARKING. RAGES NOTE: CONTRACTOR TO ` II i I ENSURE MINIMUM 0.50% II t 'ACCESS�ASEM I GRADE AT ALL CURB LINES. II W w 4 PA 4 FIA T SPACES4., I _ B �LJ 25'BUILDING LINE �`- --I-- _-__-_--------___--_- 7/ LL — — -_ — — — — — — _ — — I J l �/ CASE NUMBER: CUOO-03 r,` -- -- — — — — — J_ — CASE NAME: KENTUCKY FRIED CHICKEN V "� L S BUFFER ``. !+ LOCATION: 3510 GRAPEVINE MILLS PKWY AAb* !! LOT 3. BLOCK 6, CIMARRON CROSSING ADD. rnq VOL 13724, PG 22 D. .TOT l /g MAYOR SECRETARY b' ne- > a DATE 9cg ao •-�C£S � _G4 �� �•F� PLANNING AND ZONING COMMISiON Res CHAIRMAN y , SHEET:_6 OF 11 APPROVAL DOES NOT AUTHORIZE ANY WORK w IN CONFLICT WITH ANY CODES OR r- ORDINANCES. Ltxtre Dates N w DEPARTMENT OF DEVELOPMENT SERVICES R&*H, z 160' R.O.W. Perk - ---- - „ Scale 1*-20' STORM WATER RUNOFF CALCULATIONS D.ah e, w _ ________________________________________________________________________________- _ _-_"� DRAINAGE RUNOFF INTENSITY DESIGN INTENSITY DESIGN _ AREA AREA FLOW Checked by __________`_ = NO. (ACRES) Te COCl Q 5 ) (FLOW) (1100) (0700) COMMENTSftjea Na 99-59200 g cD A 0.88 10 0.90 7.0 5.54 71.6 9.19 FLOW TO 10' CURB INLET m B 0.05 10 0.90 7.0 0.32 11.8 0.52 TO GRAPEVINE MILLS PKWY Sheet C$ s U of _- 535 - - - - - - - - - - - - - — _ - - -' -EXIST 15'ACCESS EASEMENT I t"'1 yyy ge -. -- VOL f4109, PG 369 D.R.TC.T'� NOTES 1 EROSION CONTROL CCUMULATION ON ALL STREETS F� . CONTRACTOR SHALL 6, SURROUNDING THE STREETS. PROJECT, NO MUD ACCUMULATION WILL BE ALLOWED _ 145.85' --- -- XIST ACCESS EASEMENT I I EXIST 12" WATER VOL_74_70_9_PG 369 D.R.T.C._L- -------------- -'- i p, IN PUBLIC �, ..., ACCESS AND - - RING CONSTRUCTION AS SPECIFIED BY ENGINEER -- ---- ! _____ '--y\ ly MAINTAIN ALL FILTERS DURING CONSTRUCTION TO PREVENT ANY ATjLjTYCCESS EASEMENT --.---�---'---"- \ - - BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL HAY BALES MAY IT REQUIRED DU S I - - OR CITY INSPECTOR EDRA NA ASEMENT I i �- I ( - 3. ALL PROPOSED PARKING AREAS TO BE PAVED AS SOON AS POSSIBLE ,. - \ ,, --� ,'� I 1 AFTER SUBGRADE IS PREPARED. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT \ CONTROLS ONLY WHEN THERE IS A SUFFICIENT GROWTH OF GROUND i I i COVER TO PREVENT FURTHER EROSION. 3 1 I, ! ATER LINE I II I 0 10 20 40 10 SEMENi I II ! SILT FENCE ~ 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST U Scale 1"=20' MUST BE EMBEDDED A MINIMUM OF 1 FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE tut Iti. I II ! OR MECHANICAL TRENCHER,SO THAT THE DOWNSLOPE FACE OF THE - LDS.... TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW, WHERE FENCE CANNOT BE TRENCHED(e.q.PAVEMENT),WEIGHT FABRIC FLAP S II 1 WITH WASHED GRAVEL ON UPHILL SIDE TO PREVENT FLOW UNDER .• i 11 1 FENCE, 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE I I GROUND AND BACKFILLED WITH COMPACTED MATERIAL. , 4, SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT w POST OR TO WOVEN WIRE,WHICH IS IN TURN ATTACHED TO THE STEEL o I II ! FENCE POST, THERE SHALL BE A 6 INCH DOUBLE OVERLAP,SECURELY EXISTING I II ! FASTENED WHERE ENDS OF FABRIC MEET. O z o MAGIC MIKEAJ I II 1 5. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL. w < REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED ^ 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY a I II ! � I ABILI SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. �y o'b31t 8 � O a��.t- 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF �hW' I 6 INCHES. THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE Q! AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL II 7!t SILTATION. 4 MS If �� $TA6112ED CONSTRUCTION ENTRANCE i, STONE SIZE-3 TO 5 INCHES CRUSHED ROCK, Z LENGTH- AS EFFECTIVE. BUT NOT LESS THAN 50 FEET, UNLESS Y N II it DEPTH OF LOT IS LESS THAN 150 FEET FROM EDGE OF PAVEMENT O II I I II WHERE LENGTH MUST ONLY BE 30 FEET. ~k `' z O N it � II 3. THICKNESS-NOT LESS THAN 8 INCHES. 4. WIDTH- NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR , EGRESS. "- -- it 5. WASHING- WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE ' 2 Od SS REQUIRED,MNIOR T�aNiRAN O ONTO NUBALNtC ROADWAY, WHEN WASHING -538 t,4 I r,rxam, ` KF!^ --- ' Z d° N I I BAIN CRUSHED TONE SEDIMENT SHALL DONE RE APPROVED TRAP OAR SEDIMENT Cl.. �� II I ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY 90 ENHANCED ' it 1 STORM DRAIN,DITCH OR WATERCOURSE USING APPROVED METHODS II I 6. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN CONDITION fF ELEV=53975 '" Y ! I ! 9 WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO _ ¢ 9 SILT FENCE N i N ' PUBLIC ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 0. MIN 24"HEIGHT ABOVE II 0 ADDITIONAL STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR , vpq ' a 2 N /�EXISTING GROUND ! N CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT, ALL SEDIMENT 3 a 2 X 4 WOOD POST DR it SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC ROADWAY,MUST ; 4'STEEL FENCE POST II I I BE REMOVED IMMEDIATELY. 6'MAX.SPACING ! ' ) - I'MIN.EMBEDMENT N II 7. DRAINAGE- ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A 'P I N ! DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. B RE MESH II I II 8. CONTRACTOR TO COORDINATE EXACT LOCATION, ACKINC&UPPORT II I II 6 — (USE NLYW WEN p 1 `" �I I�I I CI I�I�I- GRADES EXCEED 3.0%) II I II 4 PARKING 0.50%`GRADE �I t=I I J _� NOTE: CONTRACTOR TO =TI-� —III a'^MIN. N i N �I1I-u In-I-I - Ii n-u�1�1 11- I I N I I I ENSURE MINIMUM 0.50% =11-I�=jI,-.' N 1 25'ACCESS€ASEM -� GRADE AT ALL CURB LINES. -II�III=III-I E _I N I i LEGEND pG I W ' i I F�Gv+ -- 6"MIN. TRENCH FA6R/C TOE-IN FH III I i�l =SILT FENCE V-I O 4 PARKING:SPACES 4 A SPACES \ J ® a+� I BACKFILLED AND Z COMPACTED. II - t ! z' 6..MIN, B 11 1 j =INLET PROTECTION `Z U I- 25'BUILDING LINE -- -- -- -� --------------- ------- ,/Z 11 BENCHMARKS . Z LL EXIST 8 SAN. SE — L SILT FENCE - " - - - - - - - "- - - // N.T.S. GAS Monument 4 w WER I �15'LANDSCAPE BUFFER / ` a,� ` Nortbeust Comer o/the 11. a 15'SANITARY EAS M NT r XIj N '6 VOL 13724, PG 2 D. GroPeNne MuMapal car Coupe. -- - At the WeatnN Stotbn of the corps Lu Lu g C` pp of Engineers of the G7opeNne Lake �) `'� H-dquorters of Fa Away Di-. ��� % O ReWsons II II 1 wAPE VINE MILLS ¢' ly CASE NUMBER: CUOO-03 CASE NAME: KENTUCKY FRIED CHICKEN kwe Dates y �I LOCATION: 3510 GRAPEVINE MILLS PKWY w N I LOT 3,BLOCK 6, CIMARRON CROSSING ADD. R_.:_ MAYOR SECRETARY w 160" R.C)W. Z F _________-_-- N DATE PLANNING AND ZONING COMMISION scak r=20' y 0 CHAIRMAN �z ====-y.,==�,.._ _________�d=====_�,"____===..n=====_______�______-__� ' DATE: Checked 6y. CMC SHEET: 8_OF 11 _ Project Na 9939200 i APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR m ORDINANCES, Sheet C•6 x 4 DEPARTMENT OF DEVELOPMENT SERVICES U of ------- ---- ---------------- �--EXIST 1�',ACUSS EASEMENT ---------------- CEDAR ELM VOL 1313`", PG 441 D.R.T.C.7._„\ \. S DO'ib'S2" E 145.85' 9, 1 _ -__-__--_ ____ ________ -_—_ -- _ __�._-___._-- —,EOL 133 A G 4ED RET"T ACCESS EA SEMENi--� PROP t2"waTR ---- ----i-- -- _ ---- ----i 6 — r-- ———— ------ ----------- W E } p t�I 80-ASIAN �r '-- I FHOTIMA LANDS w W rCAPE TABULATIONS —r r t 245-L f.EDGE— F,GRASS PARKIN&LANDSCAPE i660-SP,GRASS m 10%OF GROSS PARKING,AREA(PKG.,DRIVES,ADJ.WALKS),1-3"TREE PER 400 SF Q Q(� 1 'TREE YAUPON OF REQ.LAND„ MAX, ISLANDS AT TERMINUS Wy TREE,12 SPACE CONT,MA NO ISLANDS IN x N 1 fi p - �T LOTS UNDER 55K 5F,ISLANDS 4X15 LAND5CAPE ISLAND TREES CAN'T BE USED TOWARD$PERIMETER TREES r LARGE TREES ;:` � w " ,_°" �� 43 � RKIN6��AREA RE 5,355 Sr 2 "^.� //` PARKN6 AREA D(25,555 5F X IO%_ ) 25 TST 5F LU QUANTITY SYMBOL CALLOVi' COMMON NAME 5CIENTVPiC NAME SIZE a CONDITION i a yf .�. 32AK.F.6RASS o f PARKIN6 AREA PROVIDED Q z s y u !!! PARKING AREA TREES REQUIRED(2,34 SF/400 5F= ) T TREES k a;s 7 -- 3J' {� s^cm a•-Is Ht� U PARKING AREA TREES PROVIDED 7 TREES wm 2 } LIVE OAK LNm oak oumraa vrgwana IPef \*y / Q -s•mpreaaBlB=o-ayxFvnk a f LANDSCAPE a 3 !� ALL PARKING SCREENED FROM ADJ,PROP.AND R.OA.5,15'BUF-F AT R.O.W. 10'BUFF,AT ADJ.PROP,50`AT PLANTING,1-5"TREE PER 50 LF,RE5.REQ,WALL CEDAR ELM ceeor Elm mve crm>rtona s^caupmr,1042`Ht: ,(F t a `q DRIVES AND BUFFER OVERLAP NOT INCLUDED IN BUFFER LINEAR FOOT GALL. m�1 2 • 3'mPead B.B mtrat v..� "` J ul � SOUTH-GRAPEVINE MILLS ...... 2la-L IS'BUFFER r} L y N BUFFER TREES REQUIRED(146 LF/SO= ) 3 TREES EDGE &'JFFER TREES FROV IDEA 3 TREES 3 yv,s' RED OvtK �wnara Rea ook werecs swmo•du s°calJpw to-Is xes a Y Y .I WEST-ADJ PROP. IO'BUFFER 4 s spread,Bce stroe},e wnk l 4 Q / BUFFER TREES REQUIRED(255 LF/50= ) 5 TREES Q t Q _ I BUFFER TREES PROVIDED(4 LARGE,5 SMALL) 5 TREES n' EAST-ADJ PROP 10'BUFFER LIVE OAK BUFFER TREES REQUIRED(240 LF/50- 5 TREES 7 V"= .mlleryrvw s•cal4+r,z'r�<•a• ¢ �S ) `h•....F,!,/ BRA�FOFD PEA araarora Peer .B., aa' BSB spread yJ 3� BUFFER TREES PROVIDED(4 LARGE,3 SMALL) 5 TREES 9 J' (� *, I in NORTH-ADJ PROP,IS AN ACCESS EASEMENT NO BUFFER � { OPEN SPACE MICHAEL W.RAMSEY I "�" 6 F.EDGE' 1901 S! k n 15%SITE LANDSCAPE W/50%OF THAT IN FRONT YARD,TREES REG.PEP.ON%COVR6: 3 f�•9F. Rb•� 6 MExICAN PLUM Mexicm Plwn Prurum mmxNma a upar.B`-IO'HtJs' ; (LESS THAN 50%-i/2500,90-49%-1lBOp0,OVER 50%-I/4000) E preaa.BmB rmI rommma crown. y - _ .�� �'OARIST R�V� OR055 517E AREA 441001 5F -' okldwno 4 " I TE N A REOUIRED(44POi 5F X 15%= j 6000 SF {/-'^•�` SI LA D5GAPE AREA O t - y REDWD C^rco cmm.n.l. a•coI par,0'to Ht:�s' ^'-' Q SITE LANDSCAPE AREA PROVIDED 14,556 SF `,d ILdIrM bkiwarva apreod,BeB f II,rourssied arorvn, I I H _ IBO-S.F.bRA55 517E LANDSCAPE AREA PROVIDED IN FRONT YARD 19%,4020 Sr O ca 7a'per trw,k,s rrv,k mmumm, I -- --- 517E TREES REQUIRED(19,986 5F i 4000 SF= ) 4 TREE S 6 TREE YAUPON Yewpon Holly ibx vem-c 6 H�A eprem,BaB or @'�� 140-SF.6RA96 517E TREES PROVIDED 19 TREE6 ne female•Iwa,.y 1»mled _ SHRUBS Z � QUANTITY SYMBOL GALLOUT COMMON NAME SCIENTIFIC NAME SIZE AND CONDITION t� — y - Z NOTES: 1 V 15 � FHOTINIA Frosers Photlnla PhatlnU x'r,-aearl 5 gallon,36 Hkf24°oprmad,eo.hy, .� L 1,� W 1.ALL LANDSCAPE AREAS TO RECEIVE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM I 1 Full to grams " ry Ci_ ¢ PER SECTION 55 LANDSCAPE ORDINANCE. 1 o t t 205 ( D.B-HOLLY --P Blrford Holly Ilex cornuta 5 gallon Ib'-2o^Htns^spread, K!C 4 y K, MEKICAN PWM 2.THE OWNER TENANT AND THEIR AGENT,IF ANY SHALL BE..JOINTLY AND SEVERALLY I 0., a crdl nano` full,t sh fo grocma r`f I RESPONSIBLE FOR THE MAATENANGE OF ALL LANDSCAPING,ALL REQUIRED NaMina dom-v- 5 II 24'Ht.';2'-14 d, w( a- 90 ENHANCED �' " 'I LANDSCAPING SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES, i O NANDINA Dwarf Nmdma ga on prea ° , e'"" .1 'Compaeta b'HH.Pell to ground s h ��� t1t FF ELEV=53975 � y ll THIS INCLUDE MOWING,EDGING,PRUNING,FERTILIZING,WATERING,WL-EDING,AND 1 �. IS +L �� OTHER SUCH ACTIVITIES COMMON TO THE MAINTENANCE OF LANDSCAPING.LANDSCAPED v 4rMneon Berberls thmnbor 1 3 ggalon,i�°NC✓14° aA 4 0 OQ P.BARBERRY Hwberry 'Cr mean Fygmy'' MII,q»Pv3 to gound�fe �.:V` _ y AREAS SHALL BE KEPT FREE OF TRASH,LITTER,WEED5 AND OTHER 5UGH MATERIAL OR PLANTS NOT A PART OF THE LANDSCAPING.ALL PLANT MATERIALS SHALL BE ( O Cm D.Y.HOLLY Dwarf Yaupon Holly lax vamikoria 1Jma' PN1 W n I Vi4 spr°°d bushy' h" - W MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE 1 n 9r' ,. _t.� L, SEASON OF THE YEAR,PLANT MATERIALS WHICH DIE SHALL BE REPLACED WITH 1 IndIM Howtham hlolm I Indices 5 u 18- " ` '"I W PLANT MATERIAL OF SIMILAR VARIETY AND SIZE <. 6 'O HAWTHORN �P Ps ga an, 22'Hti18-22"spread I M1 6prhg Rapture Spring rapture yrahy fon ro gound �I _ -_ ?'----ST-REXI_YAR_D _______ _ o� 5.ALL TREES SHALL BE A MINIMUM OF S CALIPER INCHES AT THE TIME OF PLANTING 1 18 []n H.D.NANDINA Natllno Dwa•F Ina dotico 3 gaiti8"Nt112"epreod W 5 m T i_ _- " ¢W 1 I ,� w vmll ewm I 1 27 6ROUNDGOVER/VINES w I '�' + tt C GRASS I UANTI SYMBOL GALLOU7 OMMON NAME SCIENTIFIC NAME 512E AND CONDITION w 1k 7 80 /�:h ASIAN Aslan.kmmlrre T umarmvm a•pots,B o<,Suit V _-�� EJ ✓ +4":" �•' 1 4 I^A KIN 1 l (�'160 '� LIRIO Larlope ota i 4-pot, 120 5 5 140-5c.6 =-�_BRADFORD PEAR MAGI MIKES i a-,mc05 I4280 GRASS o°"^iOn Bermuda -1-dac Ion Sod 1 '--� brass 1405FFa o spm-I-me I �2 CCtS EAS�EM ol 80 COLOR Seasonal color as avoliabte refor to spoclticotloro W 1 RED OAK T 12-LF.EDGE I I ' Z MI ANE -------- = ------I L F !� n steel o g^ C,(,- !0 P RKIN SP LE , UITLITY r r ss 1 FH ,I 625 L.F.Ep6E /b"x 3'wlth 12'sEaeen =Li color ,5 HAWT ORN [f ) AN9D LjvNIISC�PE B ' 1 0.B.HOLLY NG L HD,NANDit '^ :1 __-_______ _ ________ _____._..________ F ` I v ,4N.SEWER ________L EXIST B 1 / •... 'I t•L, 5 SANITA EM P7F- I / I E 745.69 ___—__—__ ____—__./ \ < 1 PYILE h Rev&Ms T-2 NT REDUCTION P�B REV.71-L.F,EDBE—� 2,5'.�O-S.F 6RA55 � 17405E 6RA:5� W CASE NUMBER:C000-03 eO-COLOR �1,2gO-5.F.GRASS 1� CASE NAME: Kentucky Fried Chicken LOCATION:3510 Grapemne Mllls Parkway p s rlt I Lot 1. Block 1, KFC Additlon Oatfs v GRAPEVINE MILLS PARKWAY Review "' 160'R.O.W H--I MAYOR SECRETARY Pemdt (n� DATE: C•arestruetiors 646.99 7 PLANNING AND ZONING COMMISSION u C _ .:::-. «_� - ,_ _ - - CHAIRMAN ..._." '2 Scale' P .0" i I _ E'.. .____.,_.,. _ ... ..- Dawn By CRI VICINITY MAP .- ._ : _ DATE:_. Checked by GRI SHEET:-8 OF 11 Fm)ecY ' APPROVAL DOES NOT AUTHORIZE ANY WORK Sheet L-1 IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES Of L.4 LAN D9C.AP°IN6 2.4 MULCH, PART 5-EXECUTION PART I- Bd k mulch shall ba harv,Vrood mulch ehpa,ranging M also From/41.vh to 1-Inch In 51 PREPARATION, size coed um f ne text,,.,shredded, A. 5cZt1,N lawn areas where excesaiv.compaction Is greater than 05%Standard LI SGOfaE: Efpy{T 5-E wUrION Proctor to 0 depth of 4-Inch.,Czj piecing or rototllling. Repeat cultvaton as Provide,all Labor,matrbia and eguipm.nt Par comF`o`*Metliutbn of iand_F`9,ao requlred to thoroughly loosen loll _ W O indicated an th.drawings and apecifled herein. 5J CONDITION OF SURFACES: B. Leave areas Fred of weeds and ready for Final grading. > (S" 12 RCLa.Tj!v WORK SPE01FiED EJ.SEvtl&RE: A. c-Contactor-il­bet rospomlbl t.mw of l onto emooE 90 qcy ooi., G. Provide barricades around sc H[old or-to prevent compaction by construction A. irrlgtlon System vehicles. IL m B. Lawns 93 SHlL,S RANTING 3.2 FINAL GRADIN6, A. Ali shMue t be,pocket pplanted. Exta.at plantingg hot.F'larger thin the,idth and A. Remove from site and la all pia se of stones 3/4-inch and Ion err,sticks and other ! 15 tYJAi..ltt/i^NN.RANCE, h.sht oP the roof WII.Backf111 with 13 aompoat I/S nature..II aM 13 sooty loom. debris p a during W19 operation. 9 �('� W In r A. Provid.plant mgterbla M complbnca with appibable State aM F.dsrai laps B. Flank where located,setting Imts wM tops of baits arch with tops of bands,and B. Provide Finish grading Laving surface.,?a,.without deprosalons and v s relating to Mepectlon Por dleaame and In—et InFeetatlon at growing site, compact don caretlly arow:d ea,picot bail. undulations,graded apFro_.I_ v 1-1-h below Ping. � O X ry B. Obeervatfm aG to does not tla right of ra' tlOn at b alt. G. Water.ah plonk khmavghly with h.aee t ellmhat air packets. Plants derma etl oMam t err ai b sitermau be ro acid. c yo 3.B HERBICIDE` W g jo y ) D. G 00t prove plants to remove dead m broken branch..,zxxe tags,raid hand-rake Apply M bi ido to romaeo y emahl wends. This work Is to ba performed by a (u H ry bop mean ko a earn.van avMacea,and maizh bed areas Itch d..p.. licensed Licata,foliowing the manuFacWrer'a recommendations.1.4 RE 994SICEP 5TANDARDS, cmPP I..-Z f A. Amartcan 5tmdmd for Nureary Stock,apprmvetl Ile.by--,am Na[lonal S5 GP-0UNDCOVER PLANFIN6 9.4 FERTILIZL92: .PV S 6trda-M Irotltte,Inc.-Piaui matrlaia. A. Till 2 Mchaa minlmxn aP tMroug,ly mlx.d prepmad soli or equal in ail planting bop mmaa A. pi"!First oppllcatian with hydromvich at rate of 12 pounds per t,000 egUar. W O m follows: Peat. ((ry'�� B. Fbrtua Third,M'i6-Garn.li Ixdvar>ley-Plant namenclatro. Y pd•t so,�-AJ loam B. UMFormiy dlstMbute saGond appikatlon using a rotary type fartlilzor spreader N tu z G. ASTM-Am.rk,m Standard tooting Material-Sharp sand. i part peat moss 9-4 weeks after first application at 12 pounds per p00 square foot, Q i part,hmp awed 35 HYDROMULGH/9EEi t D O 15 PRODUCT DELIVERY,STORASe AND RANDLIN6• d 4 pi urida carmar,':lal ferUllzar par 100 5F of bed axed and mix A. At the time oP hydramulch'eaodin9 soil shaii b.moet put not muddy,and wind �j A. Delivery: ° iy v.lacity shall not exceed ten(10)miles For hour. Add water If required to m+rl Q 1, PaNromr ka d materlais in souimd contatrors ahowM ht,coal le B. Pimp wharc located,setting plwps with tope at balls Sven with tops of beds,and coo lstan nail. Y and namoaof m Factvrar. Protect materials from d.Corbrotlon duri^9 compact soil=ti,ly around each plant boll, B. wydromuich sired uniformly at the rate of 2 pounds of Eermudagrass seed per G. Water each ant thorou I with hoses to mIMprate alr octet>. do not and whir°.plopred n<a1te. PI y P C. Add to kiPi.r to hydromulch mix for slop..5A or greater at the rate of i Id.per �YV1 a. Do not deliver norm plant material.flan can b.plantd in ono day unie>s D. Carafuily prune plant>t,rmmo,o dead or broken b-ami..a and hand-rake bad adequate skorog.and rvatrhg falilllas era crvollahle on job alto. 5brage awe t smooth even surfaces,and mulch dad arena 1 inch demo. bag of mulch. aF 1111=I and equipm°nt at rho fob dike will be at the rbk of the 94 TRIT �� D. Use a 4'x 0'batter boafd agaaist bed areas. Iand.copa aantractor. The owner III not be hold responelbte Per then or 3.6 NIEGHANIGAL SEEDING: damage. A. Plant ornamental traea M pit.13-inched I r=than the root ball.Picot shade tree° geed uniformly at a rate of 125 pounds of Bermudagraes seed per acre or 550 pounds B. IF balled plants cannot b.planted within 24 Fours after del!»•ory to site, In ptt>two feet Scooter M dbmater tl i root bail and agvol to depth of root L 11. of Ryogrose par acre. Use grass drill,bri114an se®der,or Aking roller. Protect root tell.by healing In with saw curet or other approved mat.rlai. 0 APter e--it-of tree pits,review net.,p.rcotapon. 4. Protect Blur dmihr. t t dam t root ball or de.kcatbn of R tree pit duos not drain ado4uatoly prec -1.for sae with a tree.vrt.p. Paint 5.Y SOLID SOD: leave,. '� Proven ago WG akard pipe and cowror dark green. A4tar tree is Wtalled,pump water out on A. Solid Sod: Plant rose hand,edge to edge With eta agpered oklts. To dress pally bmhF. with shdrF sand,Stop In carefully to Flil joints, Rail to ellmlingt0 undulations and 'tE UP TFy ib JOB CONIPMON5: G. In the vent rack or w:cefround<orsWctbn work or obakrir:Nms are provide ¢mplete soil contact. o,nt-I M Imt It oxc,;work to ba don ,odor thla section, �.. � •.,A. A. Plmur.g RmWbtlona: nc P P B. FortlllZl Fertiit a"modiatel after ass Is planted at rato of 4 lue err IiOOO Perform actual la^tin t wMn weather and son cmditfon.ore wltabie In citernate lacakions may Ia sop boll h the Lmdscapa Archltat. WMra locabms ng: y 1 p p ordain.with ioaalg a„I y cod tic..in now shall tree>, a e be,cnang,e the obeo-,adm.anal)to removae ko a�e.pth err not bss than square foot. Repeat Fartlnzing at the soma rake 3-4 Weoka ater. CNAEL W.RANSEY y.cep prat ay a y six(E"i hens kew bat om aP boil when pia t le proper)y tat the,caul such pinta,ground corer or a.asoral color ot»trvet drainage or block a 2%minimum gnad.. The work oP this soekMn shall Imiuda the removal from the,.Ire oP such 9.0 FSTABLISM•tEN7 AND MAINTENANCE OF LAWN AREAS, 1909 pmitiva mope away from b,IldMga, rock or urdergrdmd obsWctbna encountered.t the co>t oP the Lmdecope A. Wakaring: fs.•9F0 QUO 4 eontr..or. 4p•,187E,•�'S. knn¢ie>, I. Water lawn areas immediate) after ass) operation. 'PCA•', GGZ•� I. DetrcnNe l.natbre oP,r,dargga✓nd,tllitlea and partorm work in a D. Prepare loll For pi.ntin�by ihmovmghly mmilllg I--pinta sandy loom and ono pant y P which will-Ltd pa.albl.damage. Hand excavate,If ragmr.d, peatme..m other ffpp d arg b poop,.if plmurlg I doe.not Fall within 2. Gantt ve watering as required to keeps It..farmiy moist to a minimum to mtnMlze possbulty or damage to und.rg'ovM utlliti.s, the pH rang.of 55 to T.O cod limestone or aIml we,suiphato t bring soil into depth of 4-Inchon. x, NI.apo'if d pH range. 5. B.alart to over-waterin navel planted grass, arGcularl in h la 2, eoo,vatm work with Irrlgukion aontrator to pro-Sent damage to g y p g p y vy clay undergfwnd aprink lor system. E. BackPlil tree pits wish a mixtre of?12 prapmad soli and I/2 a Umg alto soil. soil4. Lig,tly Eartp pry 6-inches to Flil all voids and pockets. ♦`P.en pit i 23 Full. B. R.plantl„g/E,oslO„Control: 1.'T WARRAItT', w tr kMroughI and leove-ter to.oak I,. Place fertlli tablet.par A. Ww n,for picots old trees chic b.fen one y ar aft r final ocoeptdxe. ufatvrera recommerdatims.Complete bacxnIU Iq and IMF`.acwcer mound I. Correct any.radon that may occur during the tabii.hment of grass. Replace dead motxiala and matriola not In verge ,thrr,.ing condition os soon the tre°' 2. Reseed(cod)any areas not showing suFf,clent growth within S weeks after +author it.and m rotl4lcaum Oinn.re Re lace lanta,4lclvdt P. C let-1 Pill each tree saucer with mulch t a depth of two Inches. Initlal 1 Continue seeping(soddl )until a stand OF rass Is perm bu R.P P P ^9 on'P 9 d.P grass no 9 n9 9 t®ere,which M opinbn of Landsccp.A(c Iteat have partial y died thereby 6. Cmtraetr shall keep trees plumb until estcbikhed. Guying and+er.kip ng to achleYed. ticmoging.hope.site.or symmetry. -.a.that pwmb condition shall be at tin Gantactm'>dbcrotlon. H cr 5, A stand qP grass w18 be defin.d as a uniform co.•er of acbl-19 growing IF S. Re _plants and traea with seine kind and site oa orlgholly pleated,at no coat t.-,m.m met pl-it" a tom,at na ad 1,be 4oelt a tMgowner,or stake those Wrf. to the Owner.Provide ono-yen warrwhy m rapfa...ont plants. These eM,id be P G. Mowing/I^toed eontrot: reepaed at atmt of next planting or dlgoNg season. In such cases, dead 55 SEASONAL COLOR Pu4NTIPK: I. MoW larvn areas w kl ,mill tared t s Is gchlaved. Be I mown tr..Immadlot(y.Protaci Irrigoilvn aye aM other plp"rnndu t or other A. Beds shau be a ated W a depth oP 2-he. Sol)shall ba replaced with toc% � y o �� 9 n 9 work Wr a laemont. Re Ir d Immediatai V. wham the lawn reaches a height oP 5-Inc>ar set mower to cut at 2-InGhas. mg r p pa my 4a y Loving Soren Technology Conpimt MI.or e I 1. A.mi the of two mowings e required C, Wcp-rm m re nt of tanta"'I"Hrol acca tame eecavee of in t, B. Plant whero locatd aetWg piecnt°with top,of L Ile Sven with tops of bed.and fd c ptaa e p P ry act,ail-Nil a-and each Imt ball. 2. YJoed lawn areas until act.tanca,Demo,Val Por-el n e etatlon,dither by storm drought,drown mg,hall,freeze.Insect.or dtseas.e comp y P P 9 9 g C. w.k.r aah plant moroug,ly with hoop.to elm,nat.do-pocket., by hoeing or p0iing. IF appr.,.d,herbicide spot treatments may be used. ....,u D. a the end of the rvarrmty period,stoking and"Ing matNals If requved anon D. GareFuil lanta to remove dead or broken bray.F,ea and hand-,aka bad 3.9 CLEANUP: b.removmd Iron the site. y Pwfno p m to smooch even avrYocan and mulch band aroas i icon tl.ep. S2v�Ing work,keep p.muses neat and orderly.emov:ing organizatdr ci storage, 19 MAINT15yANCEr 9b CI-E 411h'r R. o'vo trash,InNuding debt is resulting From removing weeds and rocks from sit.daily A. Water, will be oealieble on.11,o Provide-ors.ary hoses and other watering During work,keep prmmiaa.neat and orderly including organization of aEoroge area. as work progresses. Keep payed a-..clean by­pingOr hosing. .qulpment required to camplmt work. Removes trash,Inclucllr.g debrle raaultMg Prom removing weed.err rocks from planting pNp( LAB 9EGTION B. IUntll Final acaptmce,mdntM plmurys and traea ty w'p.ering,cu t?:ating, areas•PreparNg beds,or pimping picot.from I.dolly a°work progras°ee. Koap walk mowing,weeding,aprm,Ing,cicanli,g ono repiahg as neceeaary to keep ono -.at me.clean ebaye�a.n..pr'9 or hosing. landaaap.M a vigorous,Malthy cordikbn wd rota bed mom m required. EFm OP LANEMSOAl IN :SIZTION G. Following Ilrai aeeptmee,malntonanc.of pbnt matn:ai will become the LANCdg owner's re,>pon.rowby. Th.eontaatm aMl(provbo owner wleh a PART I-6ENERAIL racammendmd malntenanca program, I.I %APE: FPJLGH PART 2- l7t2l1GTs Furnish a'.labor,tools,tranaporkatlon,materials,egVipmonk,supervision,etc.,required WATERING RING 2.1 PLANTS: to adequately estabt75h a dense lawn oP permanent grosses,free From Iumpe and A. Oantluea. hn drawlr.ge and speclPicatlOna me complementcpy: arrythlrg called depressions ere indicated by plans and ap-lfleations, ` For an one aM not rive other la as binding m IF shown and called for on L th. Redo any part of the area Fa111ng to show uniform cover until a dense lawn Is estaloll.h.d. f The plant schedule Is an am to bidders only. Oanfirm all quantitiaa on plan. The cost of miscellaneous labor and materials For topsoil,weeding,tluln9 pest control, S LACKFILL U B. Monts aholl 1.eq,ai to wall formed No I g^dm a of betty,eymmeix^Ical,hao:111y f-I IIWng,etc.,are not separate pay Items and shah be included in the bid price For SOIL Mix - " brarwhatl with m even lvanch distrFoutlon,dd sely foliatmd ono.<or Wddnd and grassklg. �-�� / a atmg.drought,di>umt leader wiles this Is cFaracteriatia of spec ea Plants ROOTSALL EXISTING sMll podded.a normal baianm between Might ano spread. Toe Landscape L2 RELATED W WH WORK SPECIFIED EI.SEEi2E, 0)PRESSURE TREATED HARZIHOOD MchitacC will ba the i1nol arbiter of a Ztabilltyo f pofant form,attnor bofma m A. irrigation Net.. STAKES(2"#.2"X b')WITH 12 GAUJ6E SVdGRADE SOIL MIX up"plant. veld ei,uli b.rembved at the.Xpa a f the I.andacape Contractor (5)5'tRAttlD GALV.STEEL(ABLE I i_II ��� TAT PRIOR TO BIL MIX ENT and replaced with acceptable plants cs apaclfled. B. Landscaping AND 5"TURNBUCKLE. -I11„�,. I //f��� G. P'..shall be ho.3 J and vigorous,free of ddsea.e,insect posts wTd th.h egg, I- MAINTENANCE OF GRA55i ENCASE LOOP IN REIN.RUBBER HO5E. ATE' - �- and Icwac The contractor sholi maintain th.grgs5 until final acc.ptanGe. Such mairttenanc0 shall CANOPY TREES. REFER TO t-'1II I- D. Plinks.Pali hove a wmll-devolo d FGa•aus root tan. naiad.spraying,weeding,cultivation,Pertllizing,waterv.g,disease and ins.ck control, SECURE AT LOWEST BRANCH. SPECIFICATIONS 3" ROOTBALL 3" pB °yB toop dressing low spots,pWa any procedures consistent with horticultural practice EVER62EEN ORNAMENTAL TREES: E. FImFa shall be Prea oP phy>Ical damage such m acr¢pee broa�mn or spite brpmhea, n esear'y to inure normal,VIg roue,and Maltluy grass. SECURE AT TOP OF STAKE HE16HT. a,bank a ra>la ,a eaaw.,fresh nmb e,alaflg r g k�t>,or au m 4 .JOB CONDITIONS: SHRUB PLANTINIa DETAIL (TYPICAL) deFacta. A. Water: Will be.valtable on slue, Provide nec.sear hose.and other wat.,tn s F. Pinta 1.Mrs meet tin a=tea% f ted en the Picot Llaa t......a size or�alip i pent required to cop t k, y 9 `-'GALE:N.T.S. ( ♦en rmga Is stated,at least 50%of time muterlal.hall ba cl lza to tin top of eau p qu p o.war PRUNE DEAD/BROKEN p4�a,✓ �./� tfe range.iota. B. Lawn areas.01 be)aft within 1/10 of a F-It,^uF finish grad.by the,trades. Fine BRANCHES AND THIN •.win 6. Picots htlicakmd"BSB".Mil b.bollmd and Wrbppppad. Ft ats shall be,wmsmry grading,roking and smoothing will be the r.aponsla Ilty oP the contractor, FOLIAGE(20%)WHILE ante..od,erw1,e.pac11 in plant Ilst,Balia.hail be fhm,neat,slightly 15 SCREDULE+ TREET ININ6 NORMAL 9" 7 brad and wall lwriupped. Fbn-bioda rodd>Ie ball wroppl material.will not TREE SHAPE.PAINT ALL. tga'p q nr�gg A. 5eedln dromuichin -Bermuda rags: Goan Iota one between Ma' I to be ateptA. Any tree loose In the ball r ith broken bail ut ume of plonung gi 9 9 P y y GVTS rilTff TREE a w ust 31 under ferv,;xpble conditions.?rvarm season) will be r�ctd. Bali.shall be ten[IO•)Ind+¢.M dameler Por each me(i") A'9 oven of Gunk dlmi:eter,measured six(b')ImMs above ball. B. Seeding hifdromvlching-Faronnial Ryagrass Gamplet.only between September H. Gmtalnar Bonn Olmta shall be,welt,cord and eatabllahmd in the contains In Ea AFr) O,except at front of project,as dekefmInd by owns,under favorable which Niay .gr wing.They snail have Y van In the cantalner Por u dfrPlclent climatic candiklona. I.rgti,of I-For time ro t eyatem to hoi the plmHng modwm wh.n taken Prom G. Sodding: Sod b.rmuda b.twe.n March IS and September 50.Between Octobor I V the amtulrrer,but not long anovgh to become root bwnd. and March 14 owerse.d sod with P.rannlai rye under P_able candittarrs.?Use RMkt�it 22 501E F'RkFARATION MATERIALS: eery overse.datl sod,In 11su oP seeding after Installation,If available) A. Pbat Moae. Gommerclal sphagnum m.a or Feyahum poet,or tl.compo8 d g D. QUPI1fIcgElOns: Due to u„s-sonab!o,Weather,the above dates may vary; trash with pH between 5 and T. The ggN trash shall be,skerlilzed tx alt+ll to al, how.ver,do not proceed with grassing aparotion,beyond then d Ee9 wltho�t aekiea residuals,La.Insecticides,Poe I'd-,hoMlGde.,9Urrga,virva and assuming full f.apanalbllty For a stand of grass.'' defatiant cMmldale. 1.6 ACGEPTANGS . S. Pre mixed..it..,It be-,low rod as"approved eq ts'when sampia.me The work w111 be acc.pted when a completed,undamaged stand of g�-ass is acPoay.a,as 'T/,.,' CASE NUMBER: CUOO-03 °ubnRted Into,manufoclvrorb data and laboratory twat,.panto. Approved approved by the Owner's Representative. `t CASE NAME:Kentucky Fried Chicken auppHera Imiude veal Emth coxpiet M,by vital Earth Resource. Gladawatr,Tmxa.,arid Acid tiro ci,4mpleta MIx by son Buuang sy>tm.,Inc., LOCATION:3510 Grapevine Mills Parkway Dallas,Toxaa. Lot 3, Block 6,Cimmaron Crossing PAR,a-MA-P�RiAL� 1S4U8 vaat� Cl. Sandy Loam: 2.1 ErRA95, 4"TOP 1. Friable.Partite,dark,bapiyl soil,Prea aP tla Iumpe,...bea11,.tnea,and A. Bermuda Grass: Extra Fancy,hutted and treated,lawn type seed,dell,ered to WATERING RING DRESSING Review( atMr c.•ixanaov.matrl 7 and re agooabxy yt F weeds and foralg site In on Ina),unopened containers meets re iromants of Texas 5tat.Seed MULCH MAYOR SECRETARY grasm.e, son eentowns P.Hi.gra Nutgra..shall lag rejected, 9 P n9 0.v fff Law. Minimum purity germination qD percent. SET TOP OF ROOTBALL / PeIRItC 2, Physical properties as 1.0c,az B, Annual Ryegr... Extra fancyy,hulled and treated,lawn typ.seed,delivered to 3'MIN.HT,ABOVE / FINISH DATE: Clay-betwamn T-2T percent site In orlgnal,unop.ned can din mooting recturerrents of To,—State Seed FINISH GRADE GRADE CQm1VuCfbrr.646.99 Slit-botw..n 26-50 percent Lari. Mnimvm purity germuTatlon g0 percent. PLANNING AND ZONING COMMISSION Sand-lace than 52 percent 22 FERTILIZER, BAGKFILL tf-- ScaL- NTS. F.rtllizer shall be ergo„Ic base,uniform n compoeRlon,dry and free Flowing. DelD,ar SOIL Mx _ ,r x" v _ wuraa') 2,3 CAh1hERCIAL FERtILIZER, P.rtillZer to site in err Sinai,unopened containers,.ac'n bearing manufacturer's -I ✓k R00TBALL CHAIRMAN guaranteed statem.nt of analysis. SU0Sc'TI APF i "� Ihaw'n By, qtl A. Fer�tlilzer shah be deli..red In mmuFoctrer's etmdartl container prhtd w,th A. First a Iication: 12-12-I2 element percentage with minimum 0%sulfur and -i h-�T (s DATE:_„ fact,.,a mama,matrbl weight,and guormt.etl analysla.FartlilZera with pp p g 'I �I F.I,I-i au N-P-K malyela oti:.r than tItot apmclPled may be,vamp provld.d that tin oopll-nom 4%iron,plus mScro nutronts. NOTE: Checked�' rate par square Pact of nitrogen,pho.phor,a,and potaselum la eq,al to th t B. Second appitcation: 3:i:2.lament ratio. Ntrog.n.aunt.to be a minimum REFER TO 9 7 7 specified. 50%slow 1.1...organic nitrogen(SCU or UP)plus lunimum 0%sulfur and SPECIFICATIONS SHEET: OF fject Na B. CommarU.l Fertlilser Por Plmthg Beds: Gdrplet f.rtlllzmr 5-10-5 ei.mmnt ratio 4i%Iron plus mlar0 nutrients. win,minimum b%>Nfu,and 4%Mm plus mbro-Wtlonts. TREE PLANTI N5 DETAIL (TYPICAL) e. eon-Io -Rebaae Pertnlzer pimting tabloid For tree,pbnting pit.shalt be.gaol APPROVAL DOES NOT AUTHORIZE ANY WORK SCALE:N.T.S, IN CONFLICT WITH ANY CODES OR Sheer -'2 .A as,doi 20-lo-Is planting tcbbte m marwracivrad bJ 5larro Chemical Go, ORDINANCES. Mlipf as,CaIlPcrnla 45055 or appravad Saudi. DEPARTMENT OF DEVELOPMENT SERVICES L-a':' of --------- ------------- —--------------- LExrsr Is',4CCESS ED REAIE.T,CN`(T ---_-`- OA.I"D. BYLLG VOL 13139, PG441 D.R.T.C,i� ' TER METER 61 ONLY)BY b.0 S OW14'52' E 145.85' -- ___y._-_---- -—-- _ - 13 PG 441 _______________ •-15 UTILITY,AND VOL 13 _,______ __ �---ExiST 15 A.,.CESS EDRET'"r EXI57 12"_WATER ACCt EASEAIENF--�CROP 12_YtATER__ ______„_ -___�_-_- ______________ _____ 00 ``----_-_-_-_I ;__.y--____________________ I C � tq 3/4 VZ' __-_-- _.�- `2 SLEEVE 1 I W E G LMC-19 CONTROLLER WITH GLEN ti HILTON RAIN ANO FREEZE SENSORS SECDON TOGETHER AT CONTROLLER T i" i`� U N IRRIGATION LEGEND n^ 5/4' ( a rn • WEATHERMATIC LX 4^POP-UPLAWN HEAD 1 X 4'5LEEYE , 0 1 n" /n^ ,� ..�f�..T va 43 0 9C= �J 40 W WEATHERMAiiC LX i"POP-UP SHftUH HEAD i" " .„` ,n'v *v" i� O LL WEATHERMATIC,y11000 SERIES ELECTRIC VALVE "'IB�i") 3j4" t 4` y2" i` d•' ` � 1 20 p WEATHERMATIC g100 SERIES SHRUB HEAD I" 1 , TiF— 1 Q P r. �: 3f 9/4 i II "..., (I V4^I o.r:6i .?t7' 2 MEATHERMAI"1C'c'075R QUICK COUPLER 4 I" !i/3 Z WATER METER(AS SIZED) 3/ r4 Z6 BACKFLOW PREVENTER(A'5;AZED) 5/4 CLASS 20 PVC LATERAL PIPING a ti 3/4'p i --- CLASS ZOO PV MAINLINE 1!Z" � Q __= SCH.40 PVC%EEVING(AS SIZED) Ia 1 Y I/Z" I _ �C) �6PMALVE SIZE B/4 ton +_ : 11,�4.1 4� �-- O I " rY n "� �'OF i J)2" 1P,.r.... Eh's 1 24 I` W 1 10N IRRIGATION NOTES 1 ''4"3q' �2"SEE�E 1 -1 egmpmert num _reference Weather I'c eau Fment catalog vateas VZ" ._ (( i /'� C* RFD tAP'� th wise-ndi.tetl i>v, E/4" q '/3` LA SPRAY HEADS LX 4Installed P d t `9 3S4,1 ! _ 3SHRUB PRAY HEADS e L.12 t etl p tl t I WN , 4 ELECTRIC CONTROL VALVES h ll be I1000 tut d an per detail ,h1na Size valves as she pl i i hall aye rathdied I,wi,,br:xes ��- large enmugh p E a I p fen•removal of Sol. d d Vale 410 thout Y il, t 1 av5 QUICK COUPLIN VALVES sh II t W,175R t II d 4o d t 1 h n. !S gIr is h II b : t tal sng 3/4 S M1 : Ib C Vc,tarI 1 ° A, h 11 ppiy 111 th ee(_)C075 co PI d th ee(3)10 swivel hose di "x > y ' l" Z I I 1 11 part f tHi 6 AUTOMATIC CONTROLLER hall be Installed at location shown PowerWI , OF) h II b I d o junction box w thrn fivt feel(5')of conlr II r o ' �'`-`"� KFC `L h �_� �1 Iii Q 7.I t by thea �'oa, ;---T 90 ENHANCED --. 1„ I All 24".it 1 g t b OF 14 ql nductor Ali site splice,are tss ^' FF EtEV=53975 1 1 `G y shop t, S SLEEVES h II binstalled by G I C t t S. material h II be I ( ( n 4,.hi i 40 9 v d w_reter p• I. 9 T d p t t t f t ton t t. Noll • t t p if (t P re!s leea than 5l'PS d of } t k until nolit el to do so osre, 10, At l d t..t rot PIp q n II h I f 12 nr:hes of rnver All i ,m•¢. 1 I pip' p 9 tl p q shot(h .t 19 h of cover l 1 a # L`'M1&,� 13 i„ it Th. _g 1' —tractor h II d t f II t 't the system with the ( s-�' I tl -p t t that II pl. t t ➢4 tared n accord I l/ C Bia� i" , ' !R tit B, t t r en m 12 The g ti t 'E... shall t the _,4 I:Z" i/2" p d P z� Proper d rodi-for each I e ( S= t 10"e d props, f it d pion(maf«, All I i I p- q late d pl t.q b d h 11 b 1 angle to min'mrT.e -spror Tn f. i/ "" 4 a" pavement su vices. k.>water rtl be allowed t, :rr:bu"itlrn ►�� Y✓"°...prey 9 I _ 4 PA ktVC7`1` 1�'ES �- 4"sLEEve s/a I 1 ____ __ <. .p__ _s-a..____ I ; MAGIC MIKES ACCESS EASEMENT-'/ 4"51.�EVE u ,. kX , i � i r I � � -- "� 10 P RKIN SPeLFS I /f I 1 8 _ YE vz^ FH w z yr 9 ti i� ES' UILD NG L NE /Z"3/4'1 i•• / I i. _-------------------- + ,- .. 11/4' _ _ _______ ______________ ___ y.�., _ ' 1 r4 �+ -- — a---- /a. EXIST 8 CAN.SEWERl 1 i 15 IB IT IB E i' 15'LAf SCA I F"•G" ! n _ j / �P� _, s SITE O EL 4 3J 02'22'2 SLEEVE '—------- �4� Er4 1" POWER 3/4'M II t. 3/4 � POLE 3i4° , � b a J I ' - � if2 RevfsiorrT I 'F2ggp PKISLWIR N RDUCIIO LLJ CASE NUMBER:CUOO-03 < CASE NAME: Kentucky Fried Chicken LOCATION: 3510 Grapevine Mills Parkway Issue Da/Et Lot i, Block 1, KFC Addillon GRAPEVINE MILLS PARKWAY Review m .a 160/R.O.W, i MAYOR SECRETARY pemt r•' ` 5i5 �__. .. Wi' DATE: &T699 o PLANNING AND ZONING COMMISSION = S r O/15fmC60r1 t Stale' CHAIRMAN Drawn By 1tN VICINITY MAP DATE: Checked by Iw SHEET: 10 OF 11 Project No, APPROVAL DOES NOT AUTHORIZE ANY WORK Sheet L.3 IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES of L-4 IRRIGATION SPECIFICATIONS Ia's A(""'I NP...I.-I.a.. L--la.", IPI di-I AIII-I.1 -el. d-Ni ...1 11 ITIPP11 We IP. Mi- Til.-III, Pa. -1. I,ad suer m IdesA-Y un er normm praaaura. ,1,cake occur, .elder or I.,ma en r.psa seat VJ M ,I, _oPE 111-111 A-I'll ­s I.P.-I a."6-X.-Y. s' . ...I. ... ......... Ml.an ea. no.1.A..,. II.. A I.-I-.nnmBskaa Aan np l. AI. 0 o 11 P,41 I.;:.V1. A .1­..'d­AIII.aI Pa.Pa.....II.­.. it.w.el 11,1111_0 All 11111 111111 11 11 all T11111:1 11n1l A111111 da A.11ITMINT I_w.I_V..Pw a.V A AVII­I� I ....... A A 0 1"1-1 1-1.A.-'a .11 so,..I 'as AAv.I All A�­1-h=' e"t -in II-a­1-ld 1.1. A- 0 '0.1- ni - *..d'=' ­V z UJ hr Ids II$TIN. Ill AT-Als ne ae III N-Y Al- 1.1 IPAI PeAts III.- P'A's I.,4­10�.1 Il.e. ..as_I_.1.11,Y...I., B. N�OTE Al �l­...1 1-1 ws 11 GA.-I C.".A., -A, A I.—. a...1.1...."l-V '.a. 0. Vi "IP P='-s I Iv.P,A.i a *1 pan arrawn on are.Niga IA Y.. tot ­ATed.NORM ­rWHe.s 1.1 I-PaiaAa.. II-I 1w. ­ds --al, zl. I—U I to IV A. a.. PI.- as.IN.ll-III.I-I A, A...1....­11I I Pl­ z -.�`Awil,.'.ce­­AVdNN.a'A,I­.'l­.' A PVC 1.03 IPPLIcAcHE STANDIRS1 18110-P6 A-1160t I a1 dII-IN 11 11.L­dl­ aster under snrotn J A, AST. PART 1-11T. PART 3 al-TION 31A PO -I PEads - -1."11.1 'Is.Ili�....h.....s a-..�0 211 GENERAL 3ol INST-Ar- A. IN d"I'll I.""I'll oll"iti(evaJ tIfi.1111 PI,. I,P l.4. Y:alb�A._=-1�111�11YII al" VI . " lo'_ ed Pe approved by Ao, LI-11 1 11 Y-I­­­P E. D2",.al-I C.-tP,PIv I.. A a""I M11AA.1. 1-1111.11111.1-1.11 1 "1 Ap.l.III. .,I I,se'l, I­w�A, A. ­11v h1i.-'I­'­.A'- 0 PIN.Ll R 1-1.1 L.1-L�Iol is is, I, R-1111 'W"w"Z11"If R, P.--I".I.Ii, d0l I-To ...d� I". I ' II"�:I.- 114 NAI-A-AND GLA-TEE aprM PIZ acetic--s..' A IP.,I� l ol Ill Pa.. -as Ima-.,I VPINI YA.I z I., tuners a..-Ps --fts a., A, is.1i I.I., III Ill I- 2,02 POLY VINYL­R­PIPE Plot T.� 1. 0 AI -III.s'­I-,. I Is wlIl- =lll�lscdl.ld ­�IVII 1 A II.P11I-IY PsrIQ LAI-L IIII,V li,al....ft, R-I P IQ s­d 11--ill.b.is I . � �s . A s­w.11.1 1-s.aul-al ­11.1.11 Is.Y.I­ Ift--ii wX I. 8 M 11VI-ld­Y�)Iial­ P40 PIPI­11 VI­­r P-1--Y­Ik�-1 -V I-i'le 1. .1..1-1 P.I.C.-Il IY-Pvi -I wk.,I._ia I,- Is. I-I,III" to -All,11-I Al I'l P-'PP 312 PIPE-TALLATIAN Is A -I'Al l.I--.111I A 111--1-1 106 SLYWrTALS A A Is.,",AA,svl_. Its -1-.1-N.11.1 1. .1 iT. Iy-I,l.1-1.1 ­1 PVO Pip.T-111- L. late a w..­_I-I,Y..'._.I.I.. I, ._I. w,II I— Hal­la.­I. ­w,w,H, A. 11,11 111111*11 -'r,11-1'.-Y-11-1-. "o-P,1- du'.'N.A,-ININ,heads I. ­�.N v.,I AI_..­will I-I-ITI^I Is"MOP- waterI Ip."ri-I,can 1,net more than 1.s-I Isid"1-1 P i"PIT 'I A .1Y, I-III W"'I Ti­ I fll.". rv-1 a,I.. ,I.1 1- II.N.IV. Pah,a,,'�PNI..'I PoT.Mtn 1-, 3,09 :LTOSI�I�Tla S RINILIA CONTROLS =111-1ill."I."Z11,'1PIA=i%m1�1z"11-II,111111 1111�'Pll 211 COPIER Ius�FITT-S "AII,­­'M I. If PN 0.1.1. Ild IIIP Is. A ­1 11-A I,­ai,'-1.1,-A- 1- °IraO"AP.1 1. -as N-a. d a, A,a ­au�..'a as IRRIGATION LEGEND • WEATHERVATO LX P"POP-UPLAWN HEAD WEATHERMATIC LX 12"P-UP SHRINE HEAD JALVE BOX AND LID GEAR DRIVEN METER AS SPECFIED 4- VVEATHERMATIC#IIOQO 7,ERIES EUECTR�C VALVE FINISH GRADE FINISH GRACE WEATHCRNATIC#IV SERIES SHRUB HEAD FINISHED GRADE MULCH 40 WEATHERMATiC VG75R QLI�CK COUPLER 2/4'STREET ELL SCH,A ADAPT INLET AND OUTLET CINTROLLER (AS REQUIRED] 3l4-111X 110 TEE SPICARED BODY AND 1011LE (TO--12-LOIVQ CLASS 2,10 PVC PIPE WATER METER(AS SIZED) TFI IONS STREET ELL t�A MIPTI A EACOFLOW PREVENTER�S SIZED) BOB 0 VC TEE '�r CLASS 200 P LATERAL PINNC "ok X$ X F"'V k S X T SCREULE 40 PVC GATE VALVE LATERAL UN OUTLET TEE OR ELL CLASS 200 PVC MAINLINE 2DI Pt) ERR�R%'PIQF�WLE arH.40 P'��,SLEEVING(AS 4AZEf�) 90*9cff96TN?;UBR&4"DIA." FLEXIBLE PVC VALVE SIZE E,,.T cpm ELEVATION" M 08MRM�fE PER COMETRV' ELEVATION 3C EDUUE 4r,PVC STREET ELL IS x MPI) BACKFiON PFIEVENTER GEAR DRIVEN ROTARY. HIGH RISER ASSEMBLY net To lave t Lu IRRIGATION NOTES DOUBLECHECK ASSEMBLY ROTARY HEAD 12" POP-UP I- 1. AJI numberseq.ip-t­tal.g asal- 0 Otherwise indicated. 2 LAWA, PRAI HEADS are LX 4 l,t1dd as as,doldlL 3 SHRUB SPRAY HEADS are LX 12"11,atalted 07 DO,detail, 4. ELECTRIC CONTRAIL.VALVES shelf be 11000l, pY,allot 'll I '1,,11 11-a a PkIc Vo-L'all be-tollac io .',a b.- I.,q..hough'.'enti, .'LIH N P ton,Is f Ali.h­ A drd/.1.. o-I I a.var with-t any losth a-votah. 5. oulcl, *11 CO RUNG YALVES ,hall be V075R 1,1111d as pe,d,il ol h-,E't'q Nl,', haff be cone-ted o4,q 3/,;"Sah,80 e�bwc. Cot,a,H,,,shall h,U X - - swivel a,�Ith three(3)C015 pille..d thres(3)10 1,.l hose all OR part f this"Pat"a"6. �UTCIIATIC CONTROLLER shall be s,Adled at location Pa.,, LAGeOLT'CA EXPANSION BOLTS(120V)M-A be i-vild P-flon box wAhi,fia feet(5')Of ­hYdis, S""I"by"th"`�'Va;is to be LF 14 ej,911 ­,atal Ali will lall­all to 7. �a 24 VaIt�.Iv SPEFFIED^IRAY NOZZLE DULY QuKlD bA pe-Ant ad vate,p-O 8 SLEEVES an If b nstal led_General Cdot,,ot Sl- 1-i h,fl be Fe4YN CHANS PL AN z 7,hwd AO S *1 plans. ALL SXTERIOR OR INTERIOR) 9. T.n do,drie Usoof ,Us,-at-tor shall ve,il U,tic water CONTROLLER pressure. If:1 OW,pre-is less the,m- PSI,1, at atort wc,k until�VY�d IF I HARD WIRE HT VOLT A.G.BEHIND to do lb by _s' CONTROLLER IN POLISH COX Revittiorc, TO All-Altal and lateral piping shall h-P I H,mim­of 12 i-I,se of srrpr All pXY,q-de,I V,,g hall h-,mi,v,,m of 18 in,hes of­r. IIHYT 101 FLUSH WITH lRaSH 11A11 CONTROLLER AS SPECIFIED I, i I The "Iq tm t t.a,.a.r I1.11 a-di-te f 1h o .I,t ao,with 6'FOLY NIPPLE EA GRAVEL KEYED 1.0�1,OR PADLOCK I d.c.p. so that PH plant-t-al�41 be-ta,.d in CASE NUMBER:CUGO-03 with the',tent (the pl...and apaulfi­tia­ CASE NAME: Kentucky Fried Chicken HARD WIRE 117 VIAT A.C.POWER TO LOCATION: 3510 Grapevine Mills Parkway E! 12. Th.I,,iq.fi.h a-t-to, I ohPat the prep -Nod­.dfiva NY eval,Y-TI, TO FUUHI CUTLET BEHIND CONTROLLER tP$..a,.100% ad prp� of III la so.,.as-A al-t-te,cl. Ail REMOTE COi VALVE WIN 24'LCAG LOOP OF�tMTRO�WIFE Let 3, Block 6. Cinordara.Crossing ..lids io call,mg I.IP-d pi.Ylting bad. half be law eagle t,,mn;�,N;,s.-,r,Py a ITEEL MALE CONNECTOR plVenTs 45 SECREE ELL I 11C RIGID STEEL CONCUR IT saff-s. No water 01 be allowed to spray on b0ding. STEEL SPB2 BOX WITH FRONT ACOESI.,PANEL -SCHEDULE 40 PVC FITTINGS MAYOR SECRETARY RIGID STEEL CONDUIT(SAME SIZE AS Review. r�YAS,,,�50 IV LATERAL LINE CONDUIT BELOW GRADEj CONDUIT SHALL 7 MAN LINE STEEL DATE: BE PLUMB - peenit 5 1',X 1 110 SCHEDULE 40 STEEL COUPLING�A$REGUIREDI OUTLET TEE OR ELB,',W FINISH FLOOR PLANNING AND ZONING COMMISSION CmAmuctlay 6.16*9 STEEL,"WEEP ELL ELEVAT IQ Ll BELOW ISOMETRIC L,�%jA CHAIRMAN scaie_. NTs POP-UP RISER ASSEMBLY REMOTE CONTROL VALVE A ER DATE; Dram or Old WALL MOUNTED qghmotl 'at 1."VIN a.,a .1 ID I"Is y. ad SHEET: OF 11 Checked b 4" POP-UP ELECTRIC VALVE CONTROLLER Project Na - APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. Sheet L-4 DEPARTMENT OF DEVELOPMENT SERVICES of L-4