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HomeMy WebLinkAboutORD 2004-017 O 0 "a C N a) i O �d � ` �? cu a) C O O O C ' N = a) '- O o 0 -C O C �. Z cn O (u ^4- .,, (u U (Lu s_ . O ►- cu Q a) N O 0 �- mot' C a) > 4- C 'v Q) cn O _I O O O cu O > X i > co O• a) C '- [C a) cu cu Q 4) O -p cu a) (0U Cu O O Q-�� �-' p Y U 0 -0 a) a oac - a) "O C : () a) a) a W M.X C CL cu to cu j a) N O O (D ''' v0- O m C ( = UC -C � O c �f ! C CU Cto (D Ecn . O (D chQ C O -C - Q Np U4cNpuO to O O d + f Ca u co W m _ p iU fQ -0 U O s O O n Cp Q N L.: O O U a. 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C a) U � C N u.j U o � �- (n o X a �� � cuO >, c a) -F U) a> �, O. p o o Off-' 0 H 0 O o) E U a) c O +. r 0 — O = -Q � E Q -Wi 0 �' � CayC U _U � N (u � o � E � O o O -o a� C Y A E �- O a� - 70 Z) W ,_, O N C O �- U Q D L O p N 0 .X p O >> O C cu cu N u) � (/3 U E 0 U 0 cu m I- U 0- 0 N U (n cn z > 0 0 0 1 I i i i i I AL AM ism AR M AUM w Aff IL AV �I GRAPE GRAPEVINE LAKE RECREATIONA SOUTH AKE NORMAL POOL ELEV 535.0° AREA 2 9 o GA Sheet List Table �I TEXA Sheet Number Sheet Title COVER SHEET s� ti`° 2 DEVELOPMENT SITE PLAN SHEET 1 OF 2 �a o 3 DEVELOPMENT SITE PLAN SHEET 2 OF 2 �w S T 4 GLASS CACTUS EXPANSION SITE PLAN Dwoo 1 Ci EVINE 5 OVERALL FLOOR PLAN 6 EXTERIOR ELEVATIONS COP H B11 1 3 L; C1 NORTH, DALLAS /FORT WOR F 0ITY OF G�RAPO �",)E INTERNATIONAL N LW C01,01' I TEE AIRPORT n J�3 .�.Pf�9 Pr".�'i E m �+ )PQL3�-—0 D VICINITY MAP a V �i. ORDINANCE ®� NTsI �d T , �g Prs I CONDITION: _ THE GAYLORD TEXAN COMMUNICATE WITH BOB CHAPLIN AND MIKE MORRIS AS REPRE SENTATIVES OF RESIDENTIAL 1501 GAYLORD TRAIL SUBDIVISONS IN CLOSE PROXIMTY TO THE GRAPEVINE, TEXAS 76051 GAYLORD TO EXPLAIN THE PROPOSED CHANGES TO THE:GLASS CACTUS. W DEVELOPER / OWNER: A CIVIL ENGINEER/ SURVEYOR: �'aQQF'a RHP PROPERTY GT LIMITED PARTNERSHIP aQa � CAS ONE GAYLORD DRIVE 00000aoosoabosea ENUMBER : a �o4esa dooe � NASHVILLE, TN 37214 '�. IM.�..Y ccL� C U 1 18 - 2 4 �. oo.000 a ...000 o..ea8..a� PHONE: (615) 316-6000 Huitt Zollars, Inc. Engineering/Architecture/Surveying �q�� ° </CENSEv4 S .a,oao.000a G. FAX: 615 316-6898 �R s,ONA� ��' 9-27-18 ) 500 W. 7th St. Ste. 300 Fort Worth, Texas 76102 �� �. CONTACT: JAMES CHAMBLIN � � SHEET E'ET 1 O F" 6 Phone (817)335-3000 Fax (817)335-1025 Huikt Zolcrs, Inc., , Firm Registration NO: F 761 M EMAIL: jchamblin@rymarihp.com E IL ,A 11 kT r] jr A Li I IF C, IFU : 17 IE" C S (:) N L N MITT L U � SU C P TF= r B GRA �FE 1111t: T "XAS � m mBEK I& AN EI- Thm w CONTACT: KIMBERLY R.'COLE, P.E. NOT FOR CONSTRUCTION ,m 0 ry _j 0 N E- NORTH S1 E 00 RNE 0* 5 .6 L COP N89*41'06"E 275.73 OPRYLAND SECOND ADDITION B11 LOT 1, BLOCK 1 L 1 3 CAB. A, SLIDE 9044 D.R.T.C.T. 12.59 AC TRACT DEL.= 44*33'22"(RT) LOAD)I DALLAS FORT WORTH LEN. F RAD. 469.32' E-5 v ! =1 364.97' ARK , CH.= S68*05'42"E INTERNATIONAL 355.84' AIRPORT F OPIR�O�ED,11 WA 'p0rPL9X7­j_:� MENITIff—i6 —WATEW-A sp_ 47"(LT) DEL.= 44*32' VICINITY MAP RAD.= b29.19' UQ r zu�� LEN.= 411.43' NTS T �A' EF_ CH.= S68*04'26"E V81-L _N036a7­ E 11,%4 Soo 401.15' . ..... ': 1�,��, -- UU vv T",-"C 24.01' vFu\,LAND SECOND ADDITION NOTE: FIRE LANE LOT 2, BLOCK 1 NOO*30'03"W 1. ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL D.R.T.C.T. EXIST! G "E) & 9.26 AC TRACT (PLAT NOO'3 EROSION CONTROL ORDINANCE SHALL BE MET DURING A C , 574.09' )10 N39*32`?A"\At1Qz I/ III "I'll, "I I / 01) THE PERIOD OF CONSTRUCTION. 7 1 BALLROOM EXISTING NORTH - N89*44'58"E 58 GLASS CACTUS — PARKING GARAGE 449.88' 2. PER HOTEL & CONVENTION CENTER CUP SITE PLAN WITH 2 STORY PARKING L '3�'30" NOO VERTICAL PO N28*31'36"E APPROVED MARCH 25, 2008. 115. �5' WA n L "I" L—J,) v 1 -4 k—L- COCHERE , Iv UA 3. PER WATER AMENITIES CUP SITE PLAN APPROVED PARKINU '7Q*._i7'nn"F RU #V 8.68' 5�,� 1 .. 5"; 4 __�IOAD _� L_ _­­ __-__ --- I i 11 1\1 �2 x w ',dl ... ............ Av ING XISTIN, 240.18' OTEL FLOWAGE ]-j. GLASS CACTUS I M�E N�T ;w —TEXAS _'wm OPRYLAND HOTEL --- ........ V1\11 OPRYLAND SECOND ADDITION ,,, A—1211 TRACT 1 ," - I -v - * , r7771 LOT 3, BLOCK 1 D.R.T.C.T. Q7 SE s END CUP AMENDMENT AREA 24.84 AC TRACT Y19,; Vl%\ D.R.T.C.T. �w Nb9 LEG N�­4// PROPERTY LINE 0 ZONW6: GU� N, \0\14'00"E N p, 7r 7 LAKE EXISTING BUILDING ATYURE, GRAPEVINE ZONING > Mt, �6CESS y FIRE LANE LL] IM V) WE OPRYLAND ADDITION A` ---7A—REA -z�"ICUP A z PROPOSED BUILDING CAB. A, SLIDE 6120 LLI APPROVED* CONVENTION CENTER fyNVENTFON_�ACEIiTER-LEASi'- D.R.T.0 T. & GARAGE EXPANSION Ld 52.25 AC TRACT FIR �j V J 0 w U) z 0 -ZONING.' G LAKE GRAPEVINE \It < q STING ZONING: CONSERVATION POOL 0- "N EXI X xlx I � I r, % MMERCE DEVELOPMENT PCD PLANNED CO C) Sukk 954.b4 WATER -0 4-1 'OPRYLAND FORTH ADDITION -- U_ I 0> EDGE OF D C) -4f VOL. 14063, PG. 459 PROPOSED ZONING: A fq V) RESORT D.R.T C.T. PCD PLANNED COMMERCE DEVELOPMENT V) t POOL 25.23 AC TRACT S42'22'19 PARKING FIRE LANE 24.40' ip D 0 S31*0 19 3 i I 1_� 101 98, 0 Z v v/ A: S53'40'1 9"W cb C'3 A J 0 101.98, 0 J NOT FOR CONSTRUCTION BLOCK,,1\ '7 LOT S42*22'1 9" <y�, 400.00' f M CO ZONING. GU 'y F C) CIT(OF G�RAPE, 41 < s 3*50'1 j SITE PLAN REVIEW CON] rJ 10 1.12' ------ T L �\JJITTEE OF 4 APWOV�Eb x Z PARADISE"SPRINGS S39'30'1 9"V7 X� In DENIED EkfANS(ON Plov % OA 100.12' V r M CAA I?- a L� CASE ......... S45'48'1 9"W KIMBERt Y R. C.QLE < ........ 200.36' CIA—1—1 FIVS'D ORDINANKDE P < 105298 Lr) 100.00' S 42*22'19"W 0 L 0 150 300 600 z 'ONAL 9 %%. —27-18 S46*56'1 9"W PLAN Nr` A C;) z 100.32' Huitt- Z I , < J SCALE: 1 300' 9) rs, Inc. S42*2 2'19"W Firm Registration �No. F�761 X 150.00' A 0 -S27'50'04"W REVISIONS w C/) 0 248.07' NO. DESCRIPTION DATE BY V) S33*33'52"W CONDITION: z D < I - __j 50.57' THE GAYLORD TEXAN COMMUNICATE < S42'1 2'52"W 50.00' S47*40'1 0"E WITH BOB CHAPLIN AND MIKE MORRIS AS LLJ S50*50'52"W 175.65' REPRESENTATIVES OF RESIDENTIAL F_ C/) 50.34' S51*03'28"W SUBDIVISONS IN CLOSE PROXIMTY TO THE 414.85' GAYLORD TO EXPLAIN THE PROPOSED CUP SITE PLAN SUBMITTAL 0 S42*22'1 9"W 45.14' CHANGES TO THE GLASS CACTUS. 0 0 0 DEVELOPMENT SITE PLAN SHEET 1 OF 2 u) 0 < CONDITIONAL USE REQUEST ,CU18-24 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED 'SITE PLAN CU07-22 IL I >< LU Ln SPRC, CU06-23 SPRC CU04-04 (ORD. 2004-017) FOR A 0 GAYLORD TEXAN UJI 1-1 PLANNED COMMERCIAL CENTER WITH THE POSSESSION, a: Cr STORAGE, RETAIL SALE, AND ON—PREMISE CONSUMPTION OF 0 RESORT HOTEL AND ALCOHOLIC BEVERAGES (BEER, WINE, AND MIXED BEVERAGES) 1 CONVENTION CENTER IN CONJUCTION WITH A HOTEL AND CONFERENCE CENTER, >< SPECIFICALLY TO ENCLOSE THE EXISTING PATION AND ADD GRAPEVINE, TEXAS Uj 2,499 SQUARE FEET TO THE OUTDOOR PATIO OF THE GLASS CACTUS. 0 THE ENTIRE SITE IS THE PREMISE HU I 0 Huitt—Zollars, Inc. Engineering Architecture (D 500 W. 7th St. Ste. :300 Fort Worth, Texas 76102 0) Phone (817)335-30001 Fox (817)335-1025 0 (D 0 DESIGNED: HZI SCALE DATE SHEET 0� CASE NUMBER . Ljj DRAWN: HZI F_ r AS SHOWN 09/02/2018 2 OF 6 M1 CU 18 - 24 ICHECKED: HZI 1 I, U APPROVED DEVELOPMENT (ICE SCULPTURE LOT) � EXISTING DEVELOPMENT APPROVED DEVELOPMENT (NOT CONSTRUCTED) (UNDER CONSTRUCTION) PROPOSED DEVELOPMENT GLASS CACTUS) TOTAL DEVELOPMENT 7 - OPRYLAND ADDITION LOT 1 BLOCK 1 OPRYLAND ADDITION LOT 1 BLOCK 1 OPRYLAND ADDITION LOT 1 BLOCK 1 OPRYLAND ADDITION LOT 1 BLOCK 1 OPRYLAND ADDITION LOT 1 , BLOCK 1 BUILDING HEIGHT BUILDING HEIGHT SITE DATA_ PARKING TABULATIONS FLOOR AREA RATIO tea' BUILDING STORIES HEIGHT BUILDING STORIES HEIGHT BUILDING AREA-LOT I TOTAL GLASS CACTUS 141 SPACES PARCEL BUILDING S.F. S.F. F.A.R. O II �r � HOTEL CONVENTION CENTER EXPANSION TOTAL IMPERVIOUS AREA 752,113 S.F. (+4,610 S.F.) LOT 1 3,107,923 S.F./ 2,276,194 S.F. 1:1.36 N FINISHED FLOOR TO TOP OF ATRIUM 9 164',-10" FINISHED FLOOR TO ROOF - 3 69'-6" TOTAL 615,143 SF 4,61 F') F-OPEN. SPACE - - 0 S CONVENTION CENTER LEASE 613,423 S.F. 534,344 S.F. 1.1.14 NORTH L( BUILDING AREA-LOT 1 TOTAL / CONVENTION CENTER POOL COMPLEX TEASE 4,825 S.F. / 392,040 S.F. 1:0.012 a „ CONVENTION CENTER EXPANSION PARKING TABULATIONS TOTAL IMPERVIOUS AREA : 726,001 S.F. �jl E �w Z FINISHED FLOOR TO TOP ROOF 3 75 -6 BUILDING AREA TOTAL GAYLORD PROPERTY TOTAL TOTAL OPEN SPACE 641,075 S.F. SITE DATA GLASS CACTUS 5 FINISHED FLOOR TO TOP OF ROOF 2 53'-3.5" CONVENTION CENTER EXPANSION AREA 613,423 S.F. ICE SCULPTURE LOT 60 (+15 SPACES) GLASS CACTUS BUILDING AREA-LOT 1 TOTAL G E DWOO . ( H GROUND FLOOR FOOTPRINT EXPANSION 211,342 S.F. PARKING AREAS REMOVED 6 SPACES TOTAL IMPERVIOUS AREA 747,503 S.F. NORTH PARKING GARAGE BUILDING AREA TOTAL RNE USEABLE` CONFERENCE AREA EXPANSION 132,338 S.F. TOTAL OPEN SPACE 619,573 S.F. 0 FINISHED FLOOR TO TOP OF ROOF 5 75$-0" GLASS CACTUS TOTAL BUILDING AREA 41,777 S.F. 1 as GUEST ROOMS 1,814 ROOMS HOTEL AND BALLROOM EXPANSION WATER AMENITIES COMPLEX GROUND FLOOR FOOTPRINT 29,443 S.F. 1 572 ELEVATION TO ELEVATOR PENTHOUSES 9 121'-0" FACILITY TOTAL CONFERENCE AREA EXPANSION 90,500 S.F. L G CHILD CARE 6,000 S.F. COP LOUNGE CHAIRS 600 CHAIRS H HOTEL EMPLOYEE CENTER 25;400 S.F. � RESTURANT SEATING 120 SEATS BUILDING AREA TOTAL RE UIRED PARKING 1919 SPACES - Q HOTEL TOTAL AREA 1,326,466 S.F. POOL DECK 19,625 S.F. R11POOL SURFACE 13,401 S.F. GROUND FLOOR FOOTPRINT 339,372 S.F. 1 3 L FOOD & BEVERAGE PAVILION 3,500 S.F. BUILDING AREA-.CONVENTION CENTER LEASE TOTAL GUEST ROOM S 1,511 ROOMS RESTROOM FACILITY-1 STORY 1,200 S.F. TOTAL IMPERVIOUS AREA 37,851 S.F. CHILD CARE 6,000 S.F. GATE HOUSE-1 STORY 125 S.F. TOTAL OPEN SPACE 463,402 S.F. EMPLOYEE SERVICE CENTER 25,400 S.F. PARKING TABULATIONS USABLE AREA 310,303 S.F. DALLAS / FORT WORTH INTERNATIONAL CONVENTION CENTER GAYLORD PROPERTY TOTAL REQUIRED PARKING 1,241 SPACES BUILDING AREA TOTAL CONVENTION CENTER PARKING GARAGE EXPANSION 386 SPACES AIRPORT GARAGE LEVEL (BASEMENT LEVEL) 241,248 S.F. PARKING TABULATIONS (EXCLUDES APPROVED DEVELOPMENT) 1ST, MEZZANINE, & 2ND LEVEL 860,762 S.F. -PARKING AREAS REMOVED GAYLORD PROPERTY TOTAL VICINITY M A P ICE SCULPTURE LOT '(REMOVED) -52 SPACES CONVENTION CENTER TOTAL AREA 1,102,010 S.F. NORTH PARKING GARAGE 2,212 SPACES NTS GROUND FLOOR FOOTPRINT 364,969 S.F. CONVENTION CENTER PARKING GARAGE 604 SPACES OPRYLAND FOURTH ADDITION LOT 1 , BLOCK 1 CONVENTION CENTER USABLE AREA INCLUDING HOTEL 310,303 S.F. (POOL EXPANSION) SELF PARKING LOT D 84 SPACES GLASS CACTUS SELF PARKING LOT E 133 SPACES BUILDING HEIGHT ICE SCULPTURE LOT 60 SPACES NOTES: BUILDING, AREA TOTAL BUILDING STORIES HEIGHT GLASS CACTUS 141 SPACES GLASS CACTUS TOTAL BUILDING AREA 39,328 S.F. PARKING CALCULATIONS: FINISHED FLOOR TO ROOF 2 30 -o PORTE COCHERE 12 SPACES HOTEL: 1 PARKING SPACE PER GUEST ROOM GROUND FLOOR FOOTPRINT 26,994 S.F. WATER AMENITIES COMPLEX FACILITY TOTAL CONVENTION CENTER: 1 SPACE PER 250 SF HOTEL AND BALLROOM EXPANSION TOTAL 3,246 EMPLOYEE SERVICE CENTER: 1 SPACE PER 300 SF BUILDING AREA TOTAL LOUNGE CHAIRS 1000 CHAIRS ® DAY CARE CENTER: 1 SPACE PER 300 SF OF HOTEL AND BALLROOM EXPANSION AREA 344,000 S.F. OPRYLAND SECOND ADDITION LOT 1 , BLOCK 1 ACTIVITY SPACE POOL DECK 62,000 S.F. GROUND FLOOR FOOTPRINT EXPANSION 76,000 S.F. POOL SURFACE 17,500 S.F. SITE DATA CONFERENCE AREA EXPANSION 90,500 S.F. FOOD & BEVERAGE BUILDING AREA 5,527 S.F. BUILDING AREA-LOT 1 TOTAL GUEST ROOMS/NUMBER OF BEDROOMS 303 ROOMS GROUND FLOOR FOOTPRINT 2,512 S.F. TOTAL IMPERVIOUS AREA 412,885 S.F. TYPICAL ROOMS 380 S.F. PARKING TABULATIONS TOTAL OPEN SPACE 128,628 S.F. CONDITIONAL USE REQUEST CU18-24 IS A REQUEST TO CD BUILDING AREAS GAYLORD PROPERTY TOTAL REQUIRED PARKING 0 SPACES AMEND THE PREVIOUSLY APPROVED SITE PLAN 0007-22 z TOTAL FRONT ENTRY RESORT POOL COMPLEX 66 SPACES PARKING TABULATIONS SPRC, CU06-23 SPRC CU04-04 (ORD. 2004-017) FOR A � TOTAL BUILDING AREA 3,377,346 S.F. GAYLORD PROPERTY TOTAL PLANNED COMMERCIAL CENTER WITH THE POSSESSION, TOTAL USEABLE MEETING & CONFERENCE AREA 284,936 S.F. STORAGE, RETAIL SALE, AND ON-PREMISE CONSUMPTION OF GLASS CACTUS TOTAL USEABLE AREA 25,776 S.F. REMOTE PARKING LOT R" 1,075 SPACES ALCOHOLIC BEVERAGES (BEER, WINE, AND MIXED BEVERAGES) ,- TOTAL GROUND FLOOR FOOTPRINTS 968,418 S.F. IN CONDUCTION WITH A HOTE L AND CONFERENCE CENTER, w OPRYLAND FOURTH ADDITION LOT 1 , BLOCK 1 SPECIFICALLY TO ENCLOSE THE EXISTING PATION AND ADD IL o FLOOR AREA RATIO FLOOR AREA RATIO (EXCLUDES APPROVED DEVELOPMENT) 2,499 SQUARE, FEET TO THE OUTDOOR PATIO OF THE GLASS w PARCEL BUILDING S.F. S.F. F.A.R. CACTUS. LOT 1 2,763,923 S.F./ 2,276,194 S.F. 1 1.21 PARCEL BUILDING S.F. S.F. F.A.R. o LOT 1 5,527 S.F / 440,827 S.F. 1:0.013 THE ENTIRE SITE IS THE PR o SITE DATA PREMISE a BUILDING AREA-LOT 1 TOTAL SITE DATA (EXCLUDES APPROVED DEVELOPMENT) 0- TOTAL IMPERVIOUS AREA 747,503 S.F. BUILDING AREA-LOT 1 TOTAL x u' TOTAL OPEN SPACE 619,753 S.F. TOTAL IMPERVIOUS AREA 726,001 S.F. TOTAL OPEN SPACE 641,075 S.F. Q PARKING TABULATIONS REQUIRED PARKING 67 SPACES GAYLORD PROPERTY TOTAL PARKING TABULATIONS NORTH PARKING GARAGE (LOT A) 2,212 SPACES g GAYLORD PROPERTY TOTAL c� CONVENTION CENTER PARKING GARAGE 604 SPACES FRONT ENTRY RESORT POOL COMPLEX 66 SPACES IL SELF PARKING LOT D 84 SPACES i SELF PARKING LOT E 133 SPACES OVERALL PARKING TABULATIONS o ICE SCULPTURE LOT 52 SPACES GLASS CACTUS 141 SPACES PARKING TABULATIONS (EXCLUDES APPROVED DEVELOPMENT) o PORTE COCHERE 12 SPACES GAYLORD PROPERTY TOTAL TOTAL PARKING PROVIDED 4452 SPACES NOT FOR CONSTRUCTION o TOTAL 3,238 SPACES TOTAL PARKING REQUIRED, 3227 SPACES Q OPRYLAND SECOND ADDITION LOT 1 , BLOCK 1 (LOT R ) of qr � qa Qnna9 C0 SITE DATA a aaaaaa.a naaaa4n a '�a,naasaa BUILDING AREA-LOT 1 TOTAL oaa a a� o KIMBERLY R. COLE � TOTAL IMPERVIOUS AREA 412,885 S.F. Q �,,. oaa eoapvaoogannpn a000goaaone nom� P�a� </ V1.0 �I TOTAL OPEN SPACE 128,628 S.F. 10529810 0 F q, DENS z PARKING TABULATIONS r \� J i ONA.. �. 9-27-18 `t GAYLORD PROPERTY TOTAL Q Firm Registration No. F-761 w REMOTE PARKING LOT R 1,075 SPACES Hunt-Zoliors, Inc. � x - - - w CY] OPRYLAND FOURTH ADDITION LOT 1 , BLOCK 1 o (RESORT POOL) EVISIONS cU NO. DESCRIPTION DATE BY � z D BUILDING HEIGHT , Q Q BUILDING STORIES HEIGHT C!`,r�(02 OI ?�PE'#II1E a CL 611 t; PUiN REVIEW COMMITTEE EE W � FINISHED FLOOR TO ROOF 2 3O'-0" � '�' '� ' _D I,IIL=D. U) I n- � SITE DATA BUILDING AREA-LOT 1 TOTAL �Sl - Ct.t l - C6 CUP SITE PLAN SUBMITTAL v M TOTAL IMPERVIOUS AREA 726,001 S.F.- TOTAL O,-5ii aeI ?Ci Wit'_ -_ ° f s z o TOTAL OPEN SPACE 641,075 S.F. �3,SG<,- � o_ 1�2)t� DEVELOPMENT SITE PLAN SHEET 2 OF 2 � o FLOOR AREA RATIO z PARCEL BUILDING S.F. S.F. F.A.R. _ �''j � �/� I LOT 1 5,527 S.F / 440,827 S.F. 1:0.013 �.� .� _. ..-. , CIL i I Y PARKING TABULATIONS LU TOTALGAYLORD GAYLORD PROPERTY --- - i A R FRONT ENTRY RESORT POOL COMPLEX 66 SPACES U CONDITION: RES'IORT HOTEL AND ° z THE GAYLORD TEXAN COMMUNICATE � CONVENTION CENTER X WITH BOB CHAPLIN AND MIKE MORRIS AS GRAPEVINE, REPRESENTATIVES OF TEXAS U RESIDENTIAL SUBDIVISONS IN CLOSE PROXIMTY TO THE co TIGAYLORD TO EXPLAIN THE PROPOSEDHUCHANGES TO THE GLASS CACTUS. Q N Huitt-Zollars, Inc. Engineering / Architecture (D N - --------- --- _-- 500`W. 7th St. Ste. 3,00 Fort Worth, Texas 76102 � Phone (817)335-3000 Fax (817)335-1025 r. o CASE NUMBER : DESIGNED: HZI SCALE DATE SHEETCD I)LL)kRS m C U 8 - 2 - DRAWN: HZI 09/02/2018 3 pF 6 CD CHECKED. HZI AS SHOWN � I, Z U) QOro � Q I • O • N I • UNITEDTED STA TES OF A MERI C . NORTH ti CORPS OF ENGINEERS o , � TR a ACT 2A NO. A a w _ SITE � ' CAUSE #2115 • e T D.R. C.T • E — _._ DWOO .r ..m , PR OPERTY Y LINE 70 0 00 3 W 574 09 RNE � 1 r : BL1E t3 YARDS — LT/N P R EXIST NG PA KI G EXL TI G PATE 11C.7� � EXI T AR�ING . \ , . 4 4 � , - _ t 1 # � _ , a. § S i 9 SP S., A E 9 S 94 PCS �SPAC � 4( � ( � PACE 3 „ F` 5q , , g � � � B 11 I i L...,,.,_ 24 -FIRELANE F ALLAS /FORT W , ` 1 IS IN P RKI G � _ t AL � _ ,. . _ � � TERNATION I S AC S \ 0 E IST NG PARK( G ,, \ AIRPORT ._. - I �- EX STI VG AR IN � < Xl TIN P � \ , _, _.�. .._. _.. _._ ARK NG 4 1 SACS � , 18 SP cc� I S 4 PA . ES � , E t �, VICINITY NIA I , I � • 4 ; � a � � NTS 5 t � .,, i t l EXISTING TWO-STORY , , 4� 4 1 NOTES: EXISTING PORT COCHRE ❑ � ' ,'�, , BUILDING AND DECK � �, , 1. PRESENT ZONING. PCD PLANNED COMMERCIAL '� ) N �- ,4 ` DISTRICT EX. FIRE' HYDRANT' , � „`t � � i , �_ \ , � KE GRAPEVINE NE 2. N0 CHANGES TO EXISTING� o IN TOPOGRAPHY ARE ' t t � NOR L WATER h I � !� ER SURFACE PROPOSED FOR THIS PROJECT \ I , [ � , 535 M.S.E. �? � � � PROPOSED 2 � 3. ALL E e _ ,449 SF FIR LANE RADII 35 UNLESS NOTED I , ., EXI TI G P ARKIN EXIS \ . ,ING, , _ � w _DEC EXPANSION 0 ' �. K OTHERWISE 15 S—_ P�CE i ( 4 S AC S '� `� 1 P _ , ., ,. , � 4. ALL DI MENSIO S S< � N SHOWN ARE T, 0 FACE OF � i 1 +< F i � . i 4 , z 'r CURB� �' R PROPERTY `� � � P TY LINE 0 E R FACE 0 BUILDING A F ILDING , 3 m I, i 4 UNLESS 0, E NOTED OTHERWISE. e (, a . 5° L, AL REQUIREMENTS OF� Q THE .GRAPEVINE SOIL C� ` w \ � , � EROSION (mil E l N CONTROL ORDINA NCE SHALL BE EX. FIRE MET RE HYDRANT,,, ) �7 24 F , ♦ I RELANE , , . 1 DURING THE PERIOD OF CONSTRUCTION. . . CT1.. fO ONDI TIONAL USE, � EREQUEST , Du � 1 CU 18 2 4 IS A �� E NCLOSURE 4 � � -� _ _ � , REQUEST TO AME D\ �- _ .. � � � , , Q N THE PREVIOUSLY fTl I� ;� � � � � 1 t , _ 1 \ l EXSTIIVG AKIN �` , � ,� , .t , 4�� , � , , � `� • z ( VG PAI4KIN ' ) ! t♦ ITIR D APPROVED SITE PLAN 0007 22 SPRC - t,t. — 8 ,Sf HCE ,a �. — n 6 S � 5 av cc re P CE � F , E �. , , E CU06 23 SPRC CU04 04 ORD. 2004 017 FOR A PLANNED i CO MMERCIAL CENTER WITH THE -I I co : co POSSESSION STOR AGE, RETAIL SALE, AND • �7 — � o0 0 O ON-PREMISE e N CONSUMPTION OF ALCOHOLIC D r Z BEVERAGES BEER .WINE AND MIXED � OPER (BEER, , TY LINE EX BEVERAGES IN CO fTl (STING TREE LINE NJUCTION' WITH A HOTEL AND c� EXISTING ELECTRICAL CONFERENCE CENTER SPECIFICALLY TO I EQUIPMENT TO REMAIN , o I ENCLOSE THE E • EXISTING PATION AND ADD 2,499 z UNITED STATES OF AMERICA SQUARE FEET TO g Q THE OUTDOOR PATIO OF THE CORPS OF ENGINEERS GLASS CACTUS. W TRACT NO. A 2A 5. CONDITIONAL USE REQUEST FOR THE SALE, I CAUSE 1461 ON- PREMISE AND ON PREMISE CONSUMPTION0 D.R.T.C.T. F ALCOHOLIC BEVERAGES BEER ;WINE AND MIXED BEVERAGES. 1 V, 6. THE ENTIRE SITE( IN THE PREMISE. g 7. ALL ON SITE ELECTRICAL CONDUCTORS I ASSOCIATED WITH NEW CONSTRUCTION SHALL BE :;LOCATED UNDERGROUND. � / I i I M I I h O O I L N0 t. T FOR CONSTRUCTION r . 1 , Q gp'1�33yy {,q; {per;a �y..eJ�r{��.yry •I yp� ... U - .. '6.d3T~� LYd G1.:.�3 1....J�i.1.�..i I �3�',� RI,��N F��.NfI�.�l COI��I�flll`TBE 1 Q 0 ti �. m _. QF t I 4po.,k. a m { r .O 0.. a a . �'@@@$0o4@4p4@a4opoo'000aoou8ou@� . �' e KIM�EF�LY R. C E Q \ )q ^q�k ;p,pt � ,J f �V 4� D :Jf i���tlY�!.I✓.... �'! -_ _ _>, .._ .��amre® �� 4@CO@p.94040000Q44040G00000@00. C" Q @. \, @ 1052.98 4 p pp q CS7 � SDATE— _J o / \ .��; NAB 1 �c \ Hu. t z hip I c. a I t; o rs.,.. n ft h- Firm. is a x \ Re tr tion Na, F 761 i I 7 W � Y I ' o _ REVISIONS �` N0. DESCRIPTION DATE BY U I _ W g H o ; co CUP SITE_ PLAN SUBMITT AL U o o I I M i O i R®POSED DVELOP , NT SITE PLAN It Q N CONDITION. YX THE GAYLORD TEXAN CO MMUNICATEW WITH BOB CHAPLIN AND MIKE MORRIS AS GAYLORD" W U VES OF RESIDENTIAL s REPRESENTATIVES .. K., RESORT HOTEL AND z N SUBDIVISONS IN CLOSE PROXIMTY TO THE CONVENTION CENTER • PLAIN THE PROPOSED GRAPEVINE TEXAS W � GAYLORD TO EX : E TO THE GLASS CACTUS.. CHANGES ca •- 0 0 SCALE: 1' _ 30' Q _ i -0 1'5 30 Huitt Zollars, Inc. Engineering Architecture 60 9 9 � C> N 500 W. 7th St. Ste. 300 Fort Worth, Texas 76102 � 0 l M Phone 817 335-3000 Fax 817 33 - � ) 5 1025 3 -o ° DESIGNED: HZ( SC C' CASE NUMBER . ALE DATE SHEET m _ DRAWN.. HZI. r� AS SHOWN 09 D2 2018 CU18 24 � / 4 F 6 CHECKED. HZI C1_ Lu 0 -"'IN PREMESISBEER WINE, AND _Uuc�il­— MIXEDDRINK SALES LEGEND: Lu LU5; (D— IQUOR STORAGE/SERVICE 0 CORPORATE: INTERIOR CONSUMPTION RYMAN HOSPITALO GROUP 1 GAYLORD DRIVE NASHVILLE,TN 37214 PHONE:615.316.6000 EMAIL: �EXTERIOR CONSUMPTION .................................................................... j z VA POS POINT OF SALE < ,rr ----------­­­­ 7231 OF 09/27/2018 Al L \/AAl 1— 51 H r ............................................ ................................ 0, .......... L ................. ............. v ....................... 1L -9 / 'STAGE REMAINS UNTOUCHED. 71 0 LA ld" w u —do CL. ....... ....... (A 0 X LLJ "XII z EL F _'ZZ, tA LLi H 0 x wn > Nh Y tA V) 00— Z > w CL z V ENTRY , L 6), _1V 0........... 1pj CONDITION: C:E THE GAYLORD TEXAN COMMUNICATE WITH BOB CHAPLIN AND MIKE MORRIS AS REPRESENTATIVES OF RESIDENTIAL SUBDIVISONS IN CLOSE PROXIMTYTO THE 0 x Cl GAYLORD TO EXPLAIN THE PROPOSED �J, .......... 0 CHANGES TO THE GLASS CACTUS. g ............... .................... 0011 ............. .................... .......... ------- .......... ..... ................ . ......... T 7 ......... NOTE: ED 1) NO CHANGESARE PROPOS F EX_� FOR THE ;SECOND FLOOR Q92Z,2118 CUP SUaMITTALRFOSION .............­___.____.._.__ ILL LAYOUT OR USE. iC F 2)EXISTING SPRINKLER SYSTEM .............— 77 )IFIED AS F F.­­-­ NECESSARY TO COMPLY WITH ...................... CURRENT CODES FOR THE! ADDITIONAL INTERIOR SQUARE 2 3 DATE DESCRIPTION �J FOOTAGE AND PATIO DESIGN. S 0, EST A)CONDITIONAL USE REQU 4. ................. CU-18-24 IS A REQUEST�TO _�J AMEND THE PREVIOUSLY _EE 0 SlIFE PLjd\l REVII-�__W COWITI CITY OF G RAPEV�NE 9 (z, APPROVED SITE PLAN OF C I 0.d T PEI APK CU07-22 SPRC, CU06-2S I -04 (ORD. SPRC, CU04 ......., 2004-17) FOR A PLANNED c u 12-aq ------------------- i IJ 1. _", I r L-,"-[ � ----------- `­-­----— COMMERCIAL CENTER WITH THE —--—---------- .............. POSSESSION, STORAGE, RETAIL SHEET TITLE: SALE AND ON-PREMISE _E EVO CONSUMPTION OF ALCOHOLIC OVERALL BEVERAGES (BEER, WINE, AND Q ...... MIXED BEVERAGES) IN FLOOR PLAN CONJUNCTION WITH A HOTEL AND CONFERENCE CENTERJ SPECIFICALLY TO ENCLOSE1 THE EXISTING PATIO AND ADD 2,449 GRAND TOTAL OCCUPANT SQUARE FEET TO THE OUTDOOR SHEET NUMBER: PATIO OF,THE GLASS CACTUS. LOAD FOR THE COMBINED FIRST AND SECOND B)THE ENTIRE SITE IS THE 2,213 PREMISE. FLOORS PER THE 5 of 6 INTERNATIONAL BUILDING 01 8) 6 ICODE. I ---- --- '21 4) CASE NUMBER: FURNISHINGS AND EGRESS FLOOR PLAN FIRST FLOOR CU18-24 1/8=v-0, EXISTING STANDING SEAM ' ,M ETAL ROOF, TYPICAL.t0 END= I ........................... . . ........t ...... <Iuj................. tEXISTING WOOD ............ 'SIDING, TYPICAL. w 5; Lu?�: ING STONE EXIST FINISH' TYPICAL. fIT.O. STRUCTURE ——---------—----- Ilk CORPORATE: I134 6. ...... NEW STEEL RAILING I------- II GAYLORD DRIVE I0111 III RYMAN HOSPITALITY GROUP IINASHVILLE,TN 37214 IItWITH PERFORATED --------------------- IPHONE:615.316.60GO IPANEL AND WOOD IIfIEMAIL: .....------- tIIIITOP CAP, TYPICAL........... SECOND -LEVE-ONE=............ ----------- ...... —0 116 I7-7 Lp=7... ....... I........... ICITY OF GRAPE' f�,!E IIf : 09/27/2018 ISITE PLP�N P2EVEW CUviiVIITTEE IFIRST LEVEL'100 -0 ri RONT NEW STAINED NEW C LA <6 LOW DECK LEVEL I -DENIED- STOREF.......0 TO MATCH NEW WOOD TIMBER � DOORS AND WOOD SIDING TO -IV II , S'D OFIDINAI -1-7 . 98 6 WOOD SIDING WINDOWS. MATCH EXISTING cr I -E ------- (TYPICAL OF 2). FINISHES. DAI llREAR LEVATION T.O. STRUCTURE 1 2 CONDITION: 5 9 OMMUNICATE EXISTING STANDING S WITH BOB CHAPLIN AND MIKE MORRIS As T.0. STO N E AM....... ' M ETAL ROOF, TYPICAL.146'_0 ,,,--EXISTING WOOD RESIDENTIAL TY TO THE ' GAYLORD TO EXPLAIN THE PROPOSED ICHANGES TO THE GLASS CACTUS. LLJ SUBDIVISONS IN CLOSE PROXIM 4 SIDING, TYPICAL.T'L fI............................. ........--------­-­­-­­................................... .............ItIIEXISTING STONE ----------- NEW STEEL RAILING FINISH, TYPICAL. WITH PERFORATED X PANEL AND WOOD ..............------T� TOP CAP, TYPICAL. t= Z2 z Ln vi IC1 f, 10 tZ X ---------------- Ai IIC8--------------- tA it......... -------------- 1 6 01 z W � z > <Iu Lu NEW STAINED fF uj tLn WOOD TIMBER It ........................ II—--------- r PERGOLA .............iloo II II000 o I FIRST LEVEL IIIIIt ..............t ..... ...... ........... .............------------- ............. ..................... ............ 7 100 u IIIIIIIIIEAST SIDE ELEVATION 2 T.O. STRUCTURE/-EXISTING STANDING SEAM . .........T_ 7_1 , TYPICAL. � T.O. STONE............ DATE DESCRIPTION I08.30.2018 CUP SUBMITTAL II146 0 09.27.2018 CUP SUBMITTAL REVISION IIIIILUMN T.0. CO 142 6 IIIII IIIf----_---_ lIIIIIN Ilk 134 6 IL I.....-------------NEW STEEL RAILING I-----­-------- ...... ---------- II----------- .......IWITH PERFORATED r..................PANEL AND WOO' A)CONDITIONAL USE REQUEST----------- .........I CU-18-24' IS A REQUEST TO It OUSLY 111. .............D, TYPICAL 'SITE PLAN OF APPROVED t -22 SPRC, CU06-23 CU07 N 1­1 itD LEVEL r6 -04 (ORD. 11111111111m ��L SPRC, CU04 ..... ........ - 7j - "-I-,,--- I , i "'------------- t ............................. IIT- ......I .............------ WITH THE fICOMMERCIAL CENTER-17) FOR A PLANNED 2004 116 0 tLLL_L1 SHEET TITLE: ETAIL IIPOSSESSION, STORAGE, R NEW STAINED ISALE AND ON-PREMISE WOOD TIMBER ICONSUMPTION OF ALCOHOLIC IIfiH BEVERAGES (BEER, WINE, AND ft .. . ......... tEXTERIOR .........PERGOLA j=_u1_ MIXED BEVERAGES) IN ELEVATIONS A CONJUNCTION WITH A HOTEL1 ........ ...........tFIRST LEVEL -fl VIP LOB _0111 ------- THE..................... ......... ------- .................. .......................... .............. _-_----................. ............ ..................... ................ ................. ............. ............... 1U -b EXISTING PATIO AND ADD 2,449 i - "I I SPECIFICALLY TO ENCLOSE ................... ............... ...............100 -------- 11 .......... .......................... ----___ ......... ............. .. ......................................OW DECK LEVEL NLVV PATIO OF THE GLASS CACTUS. r6 SHEET NUMBER: STOREFRONT II98)-6)) B)THE ENTIRE SITE IS THE WINDOWS. PREMISE.II6 of 6 0) 8'---------- I2) 4) CASE NUMBER: ELEVATION 3 CU18-24 TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR., PLANNER II DATE: JUNE 28, 2006 SUBJECT: CONDITIONAL USE REQUEST CU06-23; LOT 1, BLOCK 1, OPRYLAND ADDITION RECOMMENDATION Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU04-04 (Ord. 2004-17) approved at the February 17, 2004 City Council meeting for a planned commercial center with the possession, storage, retail sale and on-premise consumption of alcoholic beverages (beer, wine, and mixed drinks) in conjunction with a restaurant, specifically to allow a 59 square foot monument sign. BACKGROUND INFORMATION The subject site approved for a 36,603 square foot restaurant (Glass Cactus) with the possession, storage, retail sale and on-premise consumption of alcohol beverages was approved by Council at their February 17, 2004 meeting. Ground signage for the Glass Cactus was not approved with the original Conditional Use. With this request the applicant proposes to add southeast of the restaurant, and adjacent to the parking lot, one six-foot high monument sign with 59 square feet of sign face. See the attached plans. /at 0AZCU\CU06-23.4sprc -n r �• 11 I >, i II I ; I ' � �• !i stl af'`y� /��{,, �I ���''`pfJ }`(',1 ��j'''i1 '{(J� hW�'}u� M •.y-• I �L 1 Sl JL� L O R D .L: E X A JL VI Y f TTIlTT9 MMTF1T r J RESORT coNVErvrtoN CENTER Z�D � t J( 1.��4��� ,---•i I 1 I � '�� a,�yt�.4 `—{a� '"v : ��� �%�' t� l fit, x� jr {r+ Iti.. ,..- �Ir '+... f` '• •r/{ "ri l �,!•61���Iz,!l-y-:,y= 1 r•�1 .,til ,/,s f / -!'-�,-------.�` �--ice F•i,. � �I_��+ ,fl G flr, ti;1fl, �, •, ^,I,,, .+ �i,�,'•p�1 i�: I '�L.f�L, I•i I!� ,� > ORl- F ,/�.� 'I •1`It _� ', 1 !'I �_ .. J.O �� —1t"�.l...y1,-..:� 0_.;.... _.. ily•� b ~'1i tilt I III ��� r •a-e, l5 !'.. e o � ���...111 •� Alb 4 II _4 I;�°'�n._L.�r�blLlx_,:,..ems.-...n-r.�.I,.,��r�,'n i \` '�dX�.��'''r�4•'���;�Ya''f ��,__—....� �, '`lti � I� INIt !! f I �. -� a....JRA \•1. ��17 �t.�,.\ +�.^}y,T^i�.,�/j;>rr�CV4�'? _ _ ' III � ��� 4''`` `• �.�"� ! �^fir/ //� „,IJ�y� �� h..� � , ry III � `�• '�j,.T�v;,� .�,., �' �.. �N�,I.�\1 f r {i! �:, ;7:f �,` ['1+ .,,, 1"N�-•w' '/ f/'Y �% fix,.. I"IItG I III m,� �\'. � ht••.y. I... � ./, l� �G^a'�r-1� I f'; 1 �i / \'•,-'!, _'I,f \GIs //f •� ✓,v:``� / t rr`_ W d •-`JI.t f%j ����l�,u `��/ ✓ j✓�t�,ftJ r*�'1�11, )Y��.y� z co YWX1, / 'l � 7(\+� �,T� ��`'`IG ,•�;C...'1'�, 'p.�I I {�✓rr _ , ^,� ^\��b/ ,:`�:e:` i ''� ! --gin! �P51 I '/ �11.• ins.),�+', ' (/:' �.`,S�, b '�''+�y:u . 1 ��•. �l \\` \�" t,I.,.tT:.�—.-._-,_ a�lf-...'! ^ 0m /� Ty O -n in Q 1. y'T'• 1�1 `� I '7t••l' C17Y OF GRAPEVINE 15'-6" SITE PLAN REVIEW COMMITTEE APPV D -O f 0" -O EN AREA DIMENSI O 3 CASE Cs o'Z CACTUS SHAPE:8 3J4'sd. 1'-0" RVS'D Pit # 04 rnrruu - 1'-6" S o.R ASE 3 i DATE_ lag l OLO PLANN T - Metal wall to match roof material Q T-0" - used in building construction 6'0" Reverse-channel LED lighting ,'0" 11 - 3'6" rsebuilt into can letters-color to - -` march Ph4S 483C Channel letters mounted to natal Lott•-mtrnvty uplighting suppuct bar upport bar to match - - - to wash metal wall metal wall Low-intesuinv uplighting to wash metal wall SrMs base to march snmc in building arc:hitwure FRONT ELEVATION High-inreu-irynphghnng for SCALE: I"— 1'-0" acros aulpmre 15' 6" 7'-0° 7'-0" — 11-01, mrtuu Acrylic cactus sculpture Programmable LED lights 4'-On Fnr reverse-channel lighting 6'0" 1x Aluminum channel letters 3r-6" Klcral wolf �y (stored on hmrh sides) Support rail pinned eo mcral,,all 5',0" Cavity in-tone for high- Cavirq in stone for high- intensity uplightatg to intercity uplighting to [liglrintensiry uplighting for illuntinmc cactus sculpture, illuminate cactus sculpture cactus sculpture - and low-intensity uplighring - Stone Luse to match stone in in wash metal wall u building architecture BACK ELEVATION SCALE: 1"— I'-0" CROSS SECTION SCALE: I" — P-0" DAVID CARTER DESIGN ASSOCIATES DRAWN BY: J.HOLT PROJECT/NO, GLASS CACTUS 4112 SWISS AVENUE-DALLAS-TEXAS 75204 SIGN TYPE GLASS CACTUS SHEET TEL:(214)826-4631 FAX:(214) 827-1938 N 1 PRIMARY MONUMENT SIGN N I 'O l _ CHECKED BY: J.HOLT DATE ISSUED: June 2,2006 AMENDED BY__i�� 2 8PRC APPROVED- ORDINANCE NO. 2004-17 3„ AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU04-04 TO AMEND THE SITE PLAN APPROVED BY ORDINANCE NO. 2003-34 FOR A PLANNED COMMERCIAL CENTER WITH THE POSSESSION, STORAGE, RETAIL SALE, AND ON-PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE, AND MIXED BEVERAGES) IN CONJUCTION WITH A HOTEL AND CONFERENCE CENTER, TO AMEND THE FLOOR PLAN AND BUILDING ELEVATIONS FOR THE GLASS CACTUS RESTAURANT (FORMERLY THE "POINT" RESTAURANT) IN A DISTRICT ZONED "PCD" PLANNED COMMERCE DEVELOPMENT DISTRICT ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER - . PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning & Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas, did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation, water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and ORD. NO. 2004-17 2 determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, an is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix"D" of the City Code, by granting Conditional Use Permit No. CU04-04 to amend the site plan approved by Ordinance No. 2003-34 for a planned commercial center with the possession, storage, retail sale, and on-premise consumption of alcoholic beverages (beer, wine, and mixed beverages) in conjunction with a hotel and conference center, specifically to amend the floor plan and building elevations for the Glass Cactus Restaurant (formerly known as the "Point" Restaurant) in a district zoned "PCD" Planned Commerce Development District within the following described property: Lot 1, Block 1, Opryland Addition, (1501 Gaylord Trail) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. The City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. ORD. NO. 2004-17 3 Section 5. This ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. The fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 17th day of February, 2004. APPROVED: William D. Tate Mayor ATTEST: J di . Brown ASeistant City Secretary ORD. NO. 2004-17 4 APPROVED AS TO FORM: John F. Boyle, Jr. City Attorney ORD. NO. 2004-17 5 GENERAL NOTES GENERAL NOTES GENERAL NOTES J A ` NOTE DE6CNIIICN NOTE DESCRIPTION NOTE D€SCRIPTON A�i s Iny taEl , L/ 1. AS work Mm by pwlwmd I,«cwtanp wMh Ibe done, 10. Tim C«V«Lw Abod be reaDonable Iw neUlNn9 Pudic M. The Cmtr«lw"1 t«t pupa ogencim«d.1114, I t {X�D1 I TO t«nmcd W«If Ikea.Us Gty of GraperMe st«awd Agencbs A UMNy Camp«Y Cant«ts o mFtrnum of 48 cwnpmim in%TitM9 to 6tl4 wily Me«oUWI.4 ;4 J buctron Mtaia rod the City el Gap¢vne Code of n prior to cw Ing any+ark. A RA.9 of ewl«la Mawtions of a aaktnq utpitrca p minimum of 48 neon / Ordnmc¢e,tM lore of Me Stole o/Taae,OSHA iabded immaFiolaY Mo.Fq tM Conwd Notes Mfwe M1a commences onY c«alrucU.within Me propct � �.', J "---"-T Sladwda,and M.Narlh Texas C-11 of Gownment M Imils Cap(«of ill utXily cowaMotbn lettus vnm be ♦ slandwd Sp«ificaliov iw PuMk works cmalm<lion, 11. TF,e loptipns of aislnq utiilie Mown an Me pane w< m`i to Me CNY Iw Me"v woj«t Nea NinWgM1 awry latest edili«. tppralmale aril horo not been wi rod by Me oty or a6M non Dean taken Io Faure Ine cwnDlelenesa of lnb AIKxIrECT I. The City of Craperkla MWeclw owibne Odky dkwa the O««see w Na raprwenhtiros. lire Garb«tw Mm B•t it 4 Ma sak rasp«abPity of Ih.Convect.to oanl«I HXS.MC. a`- Conk«tw to vaM noon):00 am to):Olt swapoeet Uot WNk uxitba De apwoabnplMy mohd«Ue Me r<lewnl pwliea reywdeaa of M<4 postal¢acluaion Mr sabrdaY. M «daY fop by Ms LILY of GapeJna Pudk Works Depwtmwrl ham Me index. W96 Y repuwl to work an o SalurdoY piwr to bapinFq conalructim. The Lontr«lw Mm b< AVF m t ba made pear l0 5:00 p.m.MwsdeY attemo«era sapmable tar fd wilyny M<type,diwnetw.leptim, 1JfU ELECTRIC-(Bi))681-0510 wit_be a mnimum four noun awr9a Ma L«Upcfw d�M,and grade of m uIA I pew to be9nnn9 VERIZON-(9J2)•12-J029 Cast NMII: ChM C... EMLENGIM@dl Mm DaY owl'ene Mwgp d fJO.W pro nwr!o tM CiIY eWction. 4 of GraDeNne fro wwk Wt..the namtl wwI-(8:00 ATRT BROADBAND-(9]2)830-J800 I. S W P.m-,MpdoY tyrwgh Friday). No rwk is 12. Priw to begnnF9 crostr«lion,Me Con4xtw shill TXU GAS-(Bt])SJt-9496 CLe NamDeT: CU04A1 ITT-)WIPRS db+ed on-.A w Clty bdyays with«t.doer iomikrixe bF+MI I.Me parr.>p«if atone,contract GTY OF GRAPEVINE-CURTIS BERGTHOLD(817)410-3143 l.orABoe: I501 Gryb1,Trail I SOOWESTTDI ST UNR2S,SUITE 300 apweM ham Me Puak-I IiV tor. dotumwh,Me City of GroDe-Cede of DU'Gnances and t.el 1,EI«k 1,OPrylawd Adtlitlaa FgLT WORTH.TA MtIM�4)l3 of n d delI.-m oMw applkabla•ladwda and 20 -1,and dimenaiona are for l«e of cub layout � 3. AIs Cann«tw-1 ba reaponaPNa Iw poNdNq 1M GtY apedi otana rvlewnt to M•wapu<wnpl•fbn of- 1 Grape.Fe a 2-yaw,TSE YOFtenmce Bond b ail pojeN. lairs to do W.N n no-Y W.Me M4iE>I�ILPE YICIflTEGT PuNk utihi.FCIuaIa watw,aanito,y wawa,www Iw<s Cool-tw of raeponsrDAity rw pwm,Ma-in SNA OftOIID m a,storm deMage,pawners w,d eacawtl«/NI acwd«ca wiM l_ Mew reW'nements. IIt1Npl1H LAMAR,SUr1E e00 knwowm«Ia. DALIAs.n Tszm-taco arEMGTMXIA4 eXIGPxIem 13. Gnah«lkn FW«pan wit Ds pwfo by the City of N 29870.0016 N 29934.5880 N 30002.4981 INROCKEfI£IMVA4 a16NtE a6. 4. TranM witty N Me reW«wwty of Ue ConV«tw. Ab (i'apeFna raprea«loli.a of lM1e Omw.Engnew,any 41H N.CENTP LE%PY.SURE 1100 VenMes Mm be ea<awled and manlond n 9Vkt p+awFyy aganclw any WIM1orINae Me Cantr«iw, be a«vamp w1M m repavemmta of Me Oct in sv t r«Ppnabb b pronJmy sob access at m lmw Iw E 0034�5121 E 4034516344 E 403494.3121 and SohtYPrbtoacawingFop«tips of tM woMryand cmatnrclnq pf Me 4wlMea.Ue C000-"'to Mm b< -.II. TroKc cmt1 devkw cmbrmnq/o Me Taos Mmud m N 29]Jt 0158 teWwwbb fro wbmittnho(2)hence whty pone Trerr emva DeFt.s w.r.9an.e I«nark oo N?98N 29927.0126 N 29945 8789 N 30005.6064prepared ont walesby a Prolawimo EI,Mew lammed M braeta pry hqM1 Tha Co,b-tor obW oaten E 403454.2680RETAINING LOONEYP ASSOCIATES the State or Taaa to WIt- E 403E 403451-6268 E 403453.40]] E 403499.7339 r Irpn Me GlY Elspl^ew wIw to bapMnm9 mY cmatru<t'wrt WALL r(7� � � 3131 Np1UNNEY AVENUE,SURE 310 5, T1w Lanv«lw Mm M reapwcble for cmlaclM the City i aw ¢ `S 7 9 r Is. The conk«Iw Mm Prat«t euslinp hew.baMea ndvw. RETAINING :1, of GapevFe al(61])110-JO10!o reWesl a Trtt 1 dawapn9 Dante.I«c•s ap a.-and 1.1 uMwa WALL I IJtlX(XIXIG Prnwwt'an nap«I'm pror k any wwk<wnmanc nI,« olnwMae noted m Me plms y loo,o,snap to i Ms eta spored to a aandilwn eWd or belt.Mon"wr to __- IANO LKp111NG OE916N INC. 6. Mwe Md be no MIn9 M to.Sootlp on w dumD-ny wMhn cm-fim«t'Ftw N 99 ; ..Ea,]-'.r��j a =? 1 132X Mcl(INNEY AVENUE.SURE 1p6 Ma City of Graw-.UWl«aa..I."Fill N 2976].3211 6"CURB 6"CURB E 40 94 2 I F IIALI.M.TX) t"` AgreWrent, 16. AP k...utilvw reWi^^q M«otion ands be NW %00h"� =omR,xty of tea fra«hiw pmponi«. ma Cmh«tw E 403472.3332 __-_�IP-)_+__ -I (TYP,) >w N 29 41. 5 DUI awx mRH hmcniae cmpanip far Ine I«alw and N 29761.2452 4034 .71 � I---L7 1)_ ). Tha CoIb to,Mall M rsWonable lw D.-,woelm cow to m po-t-tim a<tieiliw wound ill rebcatima '�• i emvd M 1 C,.p ce wile Ine pima«d Apponaia F o1 reWve4 Iw Mia propel. \ E 40.3497.4396 N'9991,198 us city of Gropa.n•cote to Drmranond Ho o F.1 995.997 <mpon«lion wii bs dmwd n wdw to upg¢de ana 17. AP awt,A wn of III—uttitim arm I.cawanalaa n \ N 29768.0888 N 29 70.80 E 4 3510.201 E A0351 3343 a taF Ms Erpkn Contra Pon n ordw to meet Me dance m croslruclwn It anal M the Cmhaci- t \ PRC 0+24.71 E 403517.6739 Wi bola«.earls of gownm9 Wli a and r iotory reapanabP4y to IF——oo, *for m Plmnd ..too .fro-,-by tA<twn Panm Paaa wake Dapwlmmt of ____ 2,00 N 29729 7684 N 29 17 4 N 29 2502 5 �0 4 0 fl Mw Cmtr«tw Md1 a reaponable fro rawamg all the Clly of Gapa a The'Action Plan"Mm.11m in• I+00 _�- �+- 403%5.0603 E 40 51.49 5 E 40 51.6 2 _ -E..03524 f)a7 Z .nm9H to Me plane«. wogrease1 The Proiecl aflecld uti nee darotkn at awtdewn.persons ab \ �� ` o ) JIl aWlpmmt cmlF9wcy plop.and"W."of wwk to Im /� y N 29808.0433 N 29943.0239 • �anawi inwpwale Ihne chmyes nto Me'Aa-Built" Perbrmed No wwk wP be monad anti Me'Attar Plan' 1 / N 964 13 - aw nee boon apprerod wwk anal p.«.ed on p 24 new a _ E 403514.6499__ t 4(?3512.3645 3- �1 9. WAwe a cone ct sable bslw the Dkna epacrrwa6ona dY b..dwnq p alwtdown w.oomk lM ol-r n of \ 1 Jy, N 29782.0798 N 29871.2882 N 2996 2� E 403521,4874 IlvYyl and appl cede etm4wte Ms Con V«tw Mal Md Ma wwk •a^ee•mM m aN«tM uliltbz we baG M wrNca to Me 1 00 - N 2J965.Z Y Dared m Ine moat mfisl«Iron of tM City of Crapevne Na adrt and I E 4035]&0982 E 403528.5812E 403550.4357 w e-.Ai,dt-11- anpmaolbn won De dbwed Iw Labor,pulpmenl, E 48357$,93677 ptwiaa wDermsae w unvwa workmy cm44km required N 29455.i883 N 29 0907 0 O •i -T^- to mnimae dbruptwn to oil«let utbMa ad N 29724.8604 \\ E 40 57 2 94.8 7 m } W <nu<d operas ma. E 403556.4656 E 403558.5692 4 35 8.3 79 - 9719 # LL�� N 29719+72.1 N 98 1.8 30 of 03568 4 39 - rt r✓i-- \ 18. TM Cmtraciw Mall IamiM m wotw rryued tw / 1 O s ot`p' iM for I—may pwcM1me wales ham Ma / E 40356.4229 29754 E 03 59.7 C tYwat at'. rota rote, Aq connof too it Uf GtYa N 403591.861 N t999 3993 1 Oilyt arilem moat meet the ,or t of the City or N 29944.3063 a The Cent/«tw Mdl poet a dWos't le use a E 403591.977 4+00 crty cmatructm metro N 29771.5310 -_-+.___ 588.1021 E 03 9.4749 552 2,209 19. The Cool-I,Mdr 9i.the City It G-om a 4B hours E 4036D4.9639 E 403589.577225 E 93003593.8658 H nelk.behre beyMnnq•eon phew of<msvattm. N 29779 6245 - Coot«t Curt.Bw9Mdd at(Bt])HO-St43 E 403595,4379 N 29809.5232 E 03 90 0 6 Q �b. is - N 30042.7757 I/X^,Ivll. E 403606.1379 111IR E 403593.2017 N 3D0411382 N 298101,403636086 RETAINING WALL E 403614.6153 E 403636.6324 ..-_ - - -.-. N 29869.1009 N 29951 6699 - N 29954.0880 RETAINING _` E 403635.7182 E 403589 2992 E 40...4.1141 WALL N 29873.0996 N 299450893 N 30023.1714 T E 403635,5659 E 403634.3470 E 403631/217R. ` N 403633.128 ' E 403633.1281 V Ot SITE PLAN_ \,_�Cjj SCALES I":3D CASE NAME: CASE NUMBER: OYXMex LOCATION: GAVI.MDENTERTUNMENTIXtOUP 11y SOUTH MAM STREET,SUITE lUO I MEMPHIS,TN 3Pi0T LEGEND (TYP.)RB 156.02' 9.0' -6"CURB -- -- -_ MAYOR CULINARY IOLEID0.400PE GROUP owxeEs coxwkrAXrt Ewsn4c E. --900' S7.02'-- TYP RETAINING DATE: lets coMMERCE DRT9E,eunE iOD SIDEWALK ( IRVNXG,TX TMIeT PLANNING AND ZONING COMMISSION -- BOUNDARY WALL-- ' wort EASEMENT - RETAINING N ACEATU--- --- _ 111MC INNS*Rucnox coMwrr,INC. -610-MAJOR CONTOUR WALL - N O - D.Gr 3 ]] 4 a • L HAIRMAN OALIAS.IX)5201 MINOR CONTOUR .� `70• 30, 9.0 - G' SANITARY SEMEN 6"CURB __ O_ A-_3 -TYP,__ ^y p"'$ i. WaudTS COMEMLTAM _= SANITARY YWER NANNOLE (TIP.) 'O• TVP. -.r9. I /i// a9LT fMY SF to 9 O OF L4XOt tiPRING VN.t EY RD,� - OT AUTHORIZE ANY WORKWHAY BALE CHECK DAM P w E WITH ANY CODES ORT 112 T DINANCES. I"ELECTHMAL CONT-TORS STABIUZED CONSTRUCTION1d �/' ? O 'G te00 E,�- , 1-E,ENTRANCE - Ur!§ DEVELOPMENT SERVICES �\ A -. 5 ! i GRAPEVINE.T%7Ma1 -CURB AND CUTTER j� O- � / , PW .O- I � RT 'P `)C� �f L i' ' r� STORM DRAIN CURB INLETSP-___ _.__..-__ A� • S /( ♦ /" e _- STIX MAIN N RCP C ^'. R3.0 1 R 5' 6'CURB // .w 6"CURB - 0- q TIP TRANSITIgrI„ E `'ry ♦ 1r, GRAPEVINE INTERIM REVIEW ONLY DRAINAGE POND/DUTCH u (TY..) 9 rS ♦ r.o7vwTisi CCwftE1E. WATER VALVE MANHOLE LAKE °Ea Ew�„T. - - OVERHEAD ELECTRIC O 27.0 O 9 0 _ i .� ' roA, cn \ n - 'a +l'c POWER Pq.E / > O - Y r EDw C P.CoSE AR W Cp f1 i - 10. _ I �- 44907 FEnScE FENCE __6 0 WJOR CONTOUR ------610- 9.0,_ MINOR CONTOUR `Y h FIL TYP - _ _1 y REVISION (EXISTING CONTOURS 00 - ---- - .- a C ' q ' _ �A ARE APPROXIMATE) to d h� O �� DRAINAGE FLOW AR- j rV y SPOT ELEVATIONS 3C01 ��CO - ti �r3 RETAINING WALL SIDEWALK 5.0 _ CETF Y AJyr TOP OF PAVEIENT 1P - 2 _ _ .- _.-___- ___ _-_ _.._ - _ __.__.- ___-_.__ _ _ _ _ d e ---- 63.0' ��- 7 2.0' 63.0' RETAINING HIGH POINTHP 90:A� 26E 9.0' NO CURB WALL I-POINT LP 12-CURB -� HANDICAPPED PARKING / (T CURB TRANSITION GRAPHIC SCALE RADIUS DILIENSIgX iR (TYP.� [GNP ACE TA SIGNAGE ON -- FIRE LANE FL TAL BARRIER FENCE OP OF RETAINING WALL (IN XLEf) NNS PROJECT NUMBER I ewe=3o n 5704 02 STRIPING/DIMENSION CONTROL PLAN DATE c1 SCALe r=x' '.. 05 JAN 2004 F ^A:CET TRLE 3 SITEISTRIPING NALH. R AAnS CONTROL I HELL-'.oNr♦.Pie EraM IE♦a p I Ard & PLAN SOO W.7EI Dt eta. Fort Wsw111,Te 7=2 c Ph-(87)335-3000 F.(BE/)305-1025 SHEET No. C-1 HKS AIICWI.R ail CIVIL EII.IM.tlI I HIRTT20UAfB '. l00 WEST>M STUNR9,bUITE]ID I FORT WORRI,T%T8103-ITR .. � IA10aCN!YCMRlR - BWADROIN 3211 IIORT,I LAxMR 9URE400 '. OaEUS,Tx T3ie2-1000 O - >RRVCTWK Bg11WR T I� { _._-_ 41M N.CENTML IXRY,SUTIE 11G0 E•��� � t MLIAS.TI ISZ1M Loa+Ev a AssovATEs 40' 7 'r"--� � I� 1 I au,ArxINNEr AVErIUE.3DITE x1a 1 a _J Duos.rx rsxa IN, ROM FAC OF IT, U LES ORI Rwt i WN ry i L—TiVmisr: CUBO T % LowNoa: 1581 GL.1,Tnn Ld 1,Bleet 1,Oprylxd AddiNes NOTE:LOCATE EXPANSION LETTERS E JOINTS T INDICATED `� L RV ST LETTERS EJ. ALL OTHERS ARE 9 i CONSTRUCTION OR CONTRACTION JOINTS. r, CASE NAME: Mrl CASE NUMB R: J LOCATION: rF, „ of PAVEMENT JOINTING PLAN PAVEMENT/ SECRETARY V Z C2 SCALE.I' -w• DATE: I1I�I PLANNING AND ZONING COMMISSION H RMAN DATE: APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES TOP OR \� ti _ \ tIH 90lI1N MAN S ET SURE w 565.27 569.2J - 5]t 70 - MEMPHR.TN JBtW 56786 � AWMFNT aRpIP II 56i16 56520 - 569K II I ' - 4,'� —NARY _ RFSao IWE�IOOSCGVF.GROUP 900 x 568 i 565.29 56i91 _— 56A07 56910 5 I �_yt/AJ,L CENTFX CONSRRUCTION COMPANY,LNG. HI 564.9/ 23 � 1 569.58 JI00McxI OKTTHFLOOR TOP 566.15 56796 566.9{ 51 GRADE TO DPLL 9.TA TSA1 s6601 567 J2 ELEV.554 -� s,.ae Viso t � '. uanma co.wtrn rvl AL ., ip 56976 36 cO'1"T D - 5,45 x 56128 56920 .. EKE[ �> 'Y ))) /{ j:: ` I 56474 564.99& _— 569145W.16 10 a 370 ST 4 6 x } �D. IHO) ItY RD-.BUTTE 113 r<i559 555Di \\D .7 511 71 -k T•� I4 ,\� I-� Cues•.tOMIRTAMT 6592 �/ .x 56S 6 567.90 AP EV E s r'-: 1! GT\ �N aLS ELECT111V1 coFTrRncrcas 56SU _ 561 J2 'FINISHED / -L:-y \ I—- TOP 70$a 7aJ6 � 57142,TOP '�� i� \ �; 1RFNGORBU0.DWG.13f ROOR %491 .69 - y65 DZ 3fi635 - 567)� 55796 5695E_- _ - < LAKE GRPPEVINE,,x]eo5t b) 565.33 570>? -:. T � TOP 566.21 566.74 .Q56152 �6 v1,3 - sn so 571s3 som _ F h,,� INTERIM REVIEW ONLY i6919 " OSUIIENi xgxIP" 565.SB. 566. SfbaS - - 57 50 5]DUO TG j _ %T-Tm xxwT � cva cwExse rF1Ia'_ 565.2 - - 56786 �y� 56950 .: EDwMV44907 W5E END RE7 WALL s.00 99 � Tc se3u Tc nnm- _. sn'snm sl n _ t3 ---"------� 1�I CHJG .. _ _ �_.___. -. TG5A TGSATM 571.24 r r0 - - ;EN;;cNOPKYLANC o GRAPHIC SCALE 8704 3 oz GRADING PLAN DAB LL cz SCALE:r n w' n OS JAN 2004 .]� I BHEET TIRE �•x GRADING/ HUIT!__�_!L_IA)I V JOINTING PLAN lival-Zaler4 ha EroheerkV/ArcNleckre 5,W.7M St.Ste 300 FOF1 W-11%Texas 70102 a PMn(BT/)335-3000 F-(Mr,335-H(2,25 BH.T N0. C■2 GENERAL NOTES ONSITE DRAINAGE AREA COMPUTATIONS STORM DRAIN INLET COMPUTATIONS HKSNOTE DESCRIPTION AREA AREA C p man RUNOIT NOTES rl Q• P L b p. cAmr OY91 REMARKS 1. STORM DRAINAGE SYSTEM DE a ACRES a IaA Y. Q'�' SIGN FOLLOWS THE 1 aw .90 +10 aH 11.6 6.4 9.5 10 0.6 /0.9 O NbWWAn DEVELOPMENT STANDARDS,qTY OF CRAP EV1NE. - 8.6 10 0.5 10.9 O Su11FRan PUBLIC WORKS DEPARTMENT.ENGINEERING.FEB. A11C1N1[Cf 1996. THE DESIGN OF THE ENCLOSED PIPE SYSTEM 2 0.29 .90 10 11.6 &1 AND ITS APPURTENANCES K BASED UPON THE qTY OF FORT WORTH TRANSPORTATION PUBLIC WORKS 3 0.52 .90 +0 11.6 5.5 19t0IIGblIIEV'AVENUE DEPARTMENT STORM DRAINAGE CRITERIA AND DESIGN GLLUS.TK)STIR-1>59 'U'+UAL 4 0.21 .90 10 11.6 Z9 D PIPE STORM CNR BIIOYmI 2 S BASED ON THES100 YR.STORM FREWENCY7M 5 0.02 90 10 11.6 0.2 HUfff.2011AR8 500 WEST TTf BTiAMT 23,911DE3m 1.71 18.1 li FORT Wme1H.l%Imm�T/9 NOTE: ALL INLETS ARE LOW POINT INLETS CAP-3OS7L(H)3/2 11 GROWGROUlAIIrA.TlI:T SWA HYDRAULIC COMPUTATIONS FOR STORM DRAINS �IouiwsNN*rzT +a6o4m cme NanM: GTu+c.ee.5 uANK0.£Ort ariANtE NMRAWC NEAD-AT CU04-84 CNANCSW5ECMN ,hPT Cue Number. .i1111ClIMWLOW119. Hl(T OR AREA S 5 LCO T ptvAi10N5 00 - v+ ui'1 LOSS mvWVAI m9ar Poor LoRWMOR: 15B]Grylo1, I-k 1,OP71v.d AAWNbv N.CE11111AL E1fPI.8UITE 11O0 STAIMII MSXQ�NmI DR4NAGE pq10�p CMM A014TNU NFLOW TROW Vi NEAO MQ EIEVAMM Ai ytp,10=11E M1R6 pRIJQ NC. OESKN STRUCTURE L ITN) I.) 0/X _. O0m V vi 24 29 A) 29 POINT INC011116 mwaMS uu YA011 v..1J 0 s N I, I PR M[ ^.:��'.i%T90• INLET 2 0+6. OY16 N 66 1. 0.006] PARTAL ROW-FWE AOPE=I." INiMII�. I 10 1 1. 0.00.2 PARTK ROW-PWE ACPE=5.15 ON1B1 Mt t•2.J.•.S 24 0064 PARR OW- 1J.6U1 LOONEY6 ASSOClAlF9 CASE NAME: CASE NUMBER: G191 MGWtlIEY AVENUE.BUIIE 310 III _ LOCATION: ' - IllrlWl00 MIONYINO VNG LIGHTING OF810N NC. MAYOR SECRETARY Am MMGNNEr AVENUE,8lA1F tm D/rIlAS.TX 1'106 DATE: PLANNING AND ZONING COMMISSION J` \ HAIRMAN - 1rDATE: - _ 1 APPROVAL DOES Tr�AUTHORIZE w oRK IN CONFLICT wlrA CODES OR ORDINANCES. i )`695 !- �� U '•\. DEPARTMENT OF DEVELOPMENT SERVICES L"^ ROCK a p SI.WNG HDYAPRON 3:1 TO VN W/18•HIGH SILLS 24•RCP FL-5 00 INLET 10'CU PIT x� 4.9B i 1 _ 1 ROW r0 AS PER HOTEL PLANS/•' - / / -/ -� \• I -LAT 2 8 RCP 053JE N K I F" \ ,•/ /•' /\ -�'- LN A 24�RC�`O 13615 / / INLET 2-t0 CURB OPNG'iC=56498 a •/ ��}' ` LN•A' 18•RCP O 1 OS E LAKE i u, GRAPEVINE 4 L WTLET I�f �� r 1 16�` i.,�'_,.,,FL •r '" � wno�RG ENTERrAwuENrcr+aro 1 0 7 - _TRENCHIDRNN r � Lt�BMSWTx WMm ET.SURE 6m 8 - - '•- �, -- y.+ OWNpr0 C0N.MLTAWE .T ! - I � ]P .a CULwMV KKE ORNE SURE s00 STORMCEPIER$CT BW I -� ! I mWVI COMMERCE OR APPROVED EWAL CUMT TOP ATE=565.30 � '--- _.-' - _` •.._ -"" -_-- - , I CEHTEX CpISTRUCT1pN COMPANY,INC. UN A(IN)FL-560.4 �' - 3t00 MCKINNON.-LOOR AT 2(IN)FL-560. - - - m ftETA1N NG WALL __ - DAWlS,TX]52D1 A(WT)6 560 0 OTTOM STORMCEPTER R=53/.70 - -- -. %v -191T'.COWmRTAWr W.MV 4m1 SPRING VALLEY RD..SUITE US -- DAllAS.I%]52M CMINIU COMWLTAIR MOTS EIECTRMAL GVf1rMf:IORS f / 'i 400 E.HWY.m 1NENGOR BUILWIIG.IBT ROpi GRAFEVRNE,TX 18Y51 I II INTERIM RENEW ONLY 1RNT INC FD°Y"'FB'Fall i TExes cNGNEeR A eE. NOiE. ', SEMAL NO- ROP OSED RESTAURANT M.-P. PpiWSE STRUCTURE SUPPORTED BY CONCRETE0OP PIERS 44907 ABOVE SURFACE6 PROPOSED CRWND GRAPHIC SCALE GRADING. �••�'-� DRAINAGE AREA BOUNDARY GRAPEVINE LAKE RENSK)N NWS ELEV=535 ONA SIR ) +- ❑IRECTIL FLOW'ARRAY 1W YR WS ELEV=.4 b= N 500 YR WS ELWV=572 1 DRAINAGE AREA DESIGNATION 1 Ocrea DESIGN STORM BASED ON 100 1R STORM FREQUENCY USING A <fa THE RA9QNAL METHOD 01� 0+CIA RUNOFF COEFTISITY C 0.90 RAINFALL INTENSITY I'm=11.6 in/N THE OF GONCENiRATON= 10 minute EnCMG(1 Ares=A -' -RAINFALL INTENSITY,TP40.FORT WORM.TEXAS NKS PRQIEGT NUMBER 8704 GATE 05 JAN 2004 SNFFT Y- DRAINAGE PLAN/ DRAINAGE AREA MAP HLM-7.kM�+D. Eraln.r01M/ArWMcbr. BED W.761 St.Ste.300 Fart Worth T. 76102 Ph-(eT7)335-3000 Fa.(97)335-10as SHEET NO. C.3 WATER AND SANITARY SEWER NOTES GENERAL NOTES HKS NOTE DEscRlpnaN NOTE DEscRwnW NOTE DESCRIPTION NOTE DESCRIPTION 1. AA rork All M pMomMd N«cmdm«with Ma pine. II. Th<bcotana o,.v 9-it.Morn m the Hma v< 1. THE EXISTENCE AND LOCAMM OF ALL UNDERGROUND 9. THE CONTRACTOR SHALL PROVIDE AS-BUILT PLANS TO t«nnictl apeciiaatim%me CnY of Gaps.Rna stmdmd appoaimats and Mw rot ban xriRW DY Ue GlY of ": UTILITIES SHOWN(MAIN LINES,NO LATERAL OR SERVICES THE ENGINEER S)THAT THE REPRODUCIBLE OF THE ddnmawa U"A If MI'S-YkOt- 1 C xpa.OSHA of dape�neMmt ib«Dreamteliree Tne Cant/«tin andl SHOWN)ON THE ORAMINCS WERE OBTANW FROM ENGNEERING PLANS MAY BE CORRECTED TO REFLECT I--t Valk utWlliea M opprovimetgy mmked m Slmtlmm,ana tna Nmm Taws_.of GPM«mmt IM ablme DY Me DRY of Gape eye PUWic Wbk> AVAILABLE RECORDS AND ARE APPROXIMATE. NEITHER AS-BUILT CONDITIONS. Stmdmd Spacif atiana Id P k Wwka CmMrvctim, Deparwmt ploy to Dy It C AR1rtlECT mt.t.aRkn. cant.«tin AaN a r v cmawclMn. me THE OWNER MORI THE ENGINEER ASSUMES ANY 10. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND eponeANa far Wd PwlTpn9 iM tp% � Hin RESPONSIBILITY FOR UTUTIES NOT SHOWN OR NOT N THE damatw,bcation,dpth,mM Veda of d1..RIM par l0 919MWNNEY AVENUE MAINTAN ALL NECESSARY WARNING AND SAFETY DEVICES 114fA1,T%TBM,-,T69 LOCATION SHOWN. THE CONTRACTOR SHALL DETFJRMNE 2 iM CiIY of Gape ins Np«lm owrtkne Ddky dlo..Me begNnaq cmatrvcMn. THE TIES P AND O TRENCHING IN EXISTING SMALL. LL.BE ROUND (FLASHING SAFETY A BARRICADES,IL AL ETC.)TO PROTECT Cmh«tin to rark horn 7:00 om b>:00 D.m.,Mmdoy UTILITIES PPodt TO TRENCHING MID SHALL BE REWIRED PUBLIC SAFETY AND HEALTH UNTIL ALL WDRI(HAS BEEN LIIFp9h Splurdpy. My reaupt to rorM m e SolurooY ti Prar to beginnN9 cmawctim.Ue ConV«tw Adl (YTIL CIp011® TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT COMPLETED AND ACCEPTED BY THE CITY. nest W mode poor to 5:00 p.m.ThuradoY a/lsnam aIM (mrlkrixa nimatll.ilh M<Mm%pec+fiwtion%cmtr«t ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND rW rquVe a mNimum Ipr nwr mm9e. The CmI'm- document%me City of G.eowM Code of ddnmm aM NIl11TZOlARB CONIES NOT OF RECORD OR NOT SHOWN CH THE PLANS. 11. THE UTILITY CONTRACTOt SHALL PROVIDE ADEQUATE Adl pay owrtene Itr"'o/moo par hour to me City slmdmtl detNs and ap omr pplk�le atmdmda and Am WEBT_BT UNIT T],SIATE 30p THRUST RESTRAI 7 AT ALL TEES BENDS.FIRE HYDRANTS, pl dpe.Nne fin rink mttaWe Me I,—.mkraak a.. p«ifiwliana rgewnl to tM prpw-,Nt of tM PORTWORnH,T%Te1m�Tr] ALL MACTOR SHALL CI RESPONSIBLE FOR CONTACTING (. ALL FRANGtlSE AND CITY UnUTES PRIOR TO ETO REFER TO DETAIL SHEET niLED"AIRLIFT%OG( am to 5:00 Pm.,MmdoY MFmQI FrkeY). No rink N Droj«L Foqura to do x wII N m ray rtlMv Me CONSTRUCTION, DETAILS'. WUM m SuMaya m Gty ndbays rnnm,l witlm Cmtr«tin of repmaWAity for perlmmNg the rink N opprowl horn Me PUMk Wmka D'r«lm. «cordm<e ri0 Inax r«ubempt% AYQ11�[AMMIT[R 2. IT SHALL BE THE RESNASS UTY FOR THE 12 CONTRACTOR SHALL REFERENCE MEP AND ARONITECTURAL BYIAOftO11P rlRj C OR/S,BCON TRACTOR TO FAMIUM E HIMSELF PLANS TO CONFIRM LOCATION OF BOOING UTILITY 3 iM Cent/«tin AOA M respmabM for prmddinq fM Gty 1, CmaWclian Nap«tiara rB Ds pwlwmeU by Me City of 2211 NORTH,IAMAR 9OIE.aOD WiH TVIE SITE AND SHALL SE SOLELY RESPONSIBLE FOR SERVICES PRIOR TO BEGNNNG CONSTRUCTION. o,doPeYNa a 2-yin,?SS MaNimm<a Bmd II,aN rMpefie,rpra>mt«Tara ei VW dinar.EIII mid fALM;.TXT9202,1010 ANY DMIACE TO EXISTING FACILITIES RESULTING DIRECTLY WNk uOill.Ndudnq voter.smitary serve,xrw Imce g a9mcW oM wUroril'an Tha Cmlr«tin WB M OR NORECTLY FROM HIS OPERATIONS. SAID EXISMJG 13- CONTRACTOR SHALL.TERMINATE ALL VTIUTY LINES 5 FEET -, and ewawtbn/TM imMowmmtc �eapmaiM<im proMaNg sale accep al A tmm for •"`bucTM"b L.�fNN®A IMPROVEMENTS SHALL INCLUDE BUT NOT BE MITE.TO FROM THE FACE OF BUILDING sp«tim of th•wrk and smedulNq ra9uke0 inpaclian% �OCII£HE MVIB ORANE NC. BERMS.DITCHES FENCES RANK ANY REMOVAL OR {. TrmA slaty w Us repmaiDditY el Ue CmV«tm. Aq DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED 14. CONTRACT(R SHALL VERITY THE SUITABILITY OF ALL V "MMIX be a H,,I orb m 1 Mad N aIlk, 14. Trofit,I.,-deMt-conlmmng to 1M Texas Mmud m a1M N.CFNTIUL lm TE EXPT,SUFTE 11m OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND EXISTING A PROPOSED SI CCNDI m «cordon TIONS 0.UNNG «rim aremve .IT me Omupotimd Uniform Trolbc Cmtrd Da ices ma_ii,I for.ork m DALML TKI6WM SHALL BE APPROVED BY THE CITY OF GRAPEVINE GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF Sa1My and It—Aftin w Tan(OSHA)etmdard% PFLm Vesta and hyn_ lns Cmir«tin Aod obtaN appowl CONSTRUCTION. ENCINEER SHALL BE NOTIFIED to evcowlnq and wnetrvcl"nq of Me VmNa%UW horn me City Enginaw par to be9NMp my canetrvctan. 3. ALL WATER HAMS SHALL BE AWWA CRW PVC CL 200 OR IMMEDIATELY OF ANY DISCREPANCIES CtnV«tin AdH M raapm>aM Im pbmil[Ng tro(2) LOONEYB145BOGlAT6q Al, la,MECHANICAL JOINT Of? JON A i!XIM WH TYPE ICH Iran.aofaty plena premed and xtlatl by a Profeximtl 15. Me Cmtr«+m Aql pot«t•kW+Mg hoe%DUAe%n•dg•% ­1 MCgNNEY AVENUE,SUITE 310 PROVIDES A RECESSON IN THE BELL FOR THE M NO WATER LETTING IS ALLOW FOR WATER,SANITARY EngFsw Ikmaed N Ue Sa[<of Teaaa. Ondscapkq pinta ipcea l and tart unlex EMPLOYMENT OF A SINGLE RUBBER GASKET TO BE SEWER,AM STORM DRAINAGE CW ON.STRUC/I MaT.W noted m the pmW din^oqe aMA De DaLIAB.T%t9M PLACED BEFORE THE INS RTION OF THE SUCCEEDING 5. The CmU«lm Aad b.n .la Im tint«ling Ua cill repoked to o condium ewd m bettor Um prim to SPIGOT JONT MATERIAL FOR PVC SHALL CONFORM TO 16, ALL SANITARY SEXIER LL R PIPE AND FITTINGS SHA MEET of Gaperoe It(617)ate-3o10 to reaux+a TFp mawctian«HiMtq% ANION iMNRMTI1Y ASTM F477. ME EXTRA STRENGTH REWIREMENTS OF AMER"­ Reuwtim Mp«tim prw fo mY wink comrrrmclnq m < fM qte. 16. At ehu.1 d VI. Vtiil'Ive All De wmdkalW N HANG Lm+RAm OE&dI INC, SOCIETY FOR TESTING YATEV&R SPEIN EXCESS S OF 2 odwnu oT conebectim. R AaA be tM C-III ma a4B MIdLIMNEY AVENUE.9MTE tin {. MINIMUM COVER FOR WATERLINES SHALL BE NE FROM MR 35. All SANITARY 6EWETR PIPE IN EXCESS OF 20• _ there Adl be no RDNq N tM A-dmoin m dumpkg-in repmaDAity to Veins m ANim Pbn Im dl gmrrd CMLA6.T%T6iO6 TOP OF CURB MERE BEHIND CURB ON UT LINE. DEPTH SHALL SDR 26 PVC SEMETR PIPE. 6 Me My of GpePNe WUaat m executed'FR Autdo.na fin aproatl by tM PdMlc Winks Dpmw 0Agre .,, Uu qtY of GFg Ins'Actkn Pbn'A wtlNe Me ALL5. l CONSTRUCTION METHODS TESTINGLL AND MATERIALS 17. A SANITARY SEWER PIPE MANHOLES AND CLEAMWTS a1f«lb utA Me .itle%*manor of gabarn,pwamnq and SHALL MEET OR EXCEED ALL REOIIREMENTS OF THE CITY SHALL MEET OR EXCEED TESTING REWHREMENTS SET The C vmtm AAI ba repmeNH/m pr-in,Brogan N"iD-1.-111 pan•and ae9upca o,rink to be OF GRAPEVINE AND NORTH CENTRAL TEXAS COUNCIL OF FOR1H BY THE CITY ON GRAPEVINE CONSIRWTIW CODE 7" cm d N«cmdmce Wtn me pima me Apppdv F of pwformM No rink.n M pored unM lM'Acikn Han' 'w GOVERNMENTS STANDARD CONSTWCnON METHODS.1R0. APPENDIX E,PACE 2367 AND THE TEXAS NATURK iM My of GpeMne Code of DIdNmcaa. oddtimtl rap bean ppowd. Wink gip paceed m a 24-Mina V`) EDITION, RESOURCE CONSERVATION COMMISSION(TNRCC)CNAPIER cmnpmx .W M dlored N mdiX to upgrade mW daY Daala_.a Awtdo.n m aadaantd durvpfbn of 317.2.4(A)(B). NOTE TNRCC IS NOW TEXAS COMMISSION maNbin Ua E_CanVd Pka N order to meal tM aenk•ante dH oXacted umitW w DaU N mMce to Ue 6. ABANDONMENT OR REMOVAL OR EXISTING UTILITIES TO OF ENVIRONMENTAL QUALITY(TCEQ). reWbwnmta of govemNq mmmniaa and roqulolory p bf-Ion of Ms Clly o1 GpeMne. No addit+oiW OCCUR AFTER PROPOSED UTILITIES ARE IN PLACE AND bodYa. <mnppwnm rAl pe pored Im Ipm,equgmpL ACCEPTED BY THE CITY OF DRAPCAME. I& CLEANWTS SHALL BE SPACED AT THREE-HUNDRED(300) molwid%xpwMsim m unuxd rarkN9 cmditims reaubp FOOT INTERVALS WHERE A SERVICE ENDS AT A MANHOE B. Ins ConVoctm AdH De«apmMda Im r«md"ep p to rpeb m mNAiie diwuption to on«lW uMitiea and j 7. ALL DIMENSIONS SHOWN ARE TO FACE O WRB. AND AT ONE-HUNDRED(100)FOOT INTERVALS WHERE A 1--to Ua plena«rink pogrea«a. iM peject critics aperatkn% �` Coll) CENTERLINE OF PIPE MID WTSIDE FACE OF BUILDING MANHOLE IS NOT LOCATED. A CLEMOUT SHALL BE wginew.dl Ncorpmale Max Amgen Nto Me'Aa-BINt- 17 MERE . me Cmt«c+m Ap IwniA dH rotor Fequke0 Im UNLESS OTHERWISE DIRECTED. W PLACED&I THE REPLACEMENT OF EMER ISSLI�D(CIE?CREASE Gt nwctan, IIIe cmlr«im moy Purchax retm horn Me 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDEAN 9. Iknwa a cmflict exiata Mt.een Ue PHma.spad6colbne `o Pub..rotes rate% Ad corn«!brae to Ma GtYa ME OWNER AN ACCEPTABLE TRENCH SAFETY PLAN TRAP). ALL CLEANOUTS SHALL BE CWSTRUCTE0 PER and oplicoMe atmdm«m•CmtF«tin sndl Did Ma.ark .a sptem moot mxt Ina-1-of Me Gty of BONED AND SEALED BY A PROESSONM ENONEER THE CITY OF GRAPEVINE DETAILS(SEE SHEET DT14). baud m the mint exp pwnatix. Gpeine. Th•Contractor Ad1 peat a dposil to ux o r, MAUR 0 TO DO SUCH MORK AND REGISTERED INTHE Gty cmawctlm melw. MM STATE OF IEKAS. DEVICES USED TO PROVIDE TRENCH 10. Ax Cmswction Mslnoda,taa+Ng and matorids Adl meet N<Cmnoclm Adl Me City of G 48 noun E'II SAFETY SUCH AS TRENCH SHIELDS AND SHORING viceetl p«aekammta of the City of Gperine NorM IB k9"1 per SYSTEMS PALL W LIKEMIBE CERTIFIED BY PROFESSIONAL Cmvtl taeoe< .of Govw_"Stmdmd notke Delore b.91 1 e«n pnox oI ema .0 ENCINEER REOSTERED IN THE STALE OF lE%AS OR BY A cm 11d method%Nd.Edition Cmtact Curtis Bargthdd at(817)410-310. r PROFESSIONAL ENCINEER REQlWRED IN THE STATE OF W MANUFACTURE OF THE SHIELD. V Fyj.I CASE NAME: 5 CASE NUMBER: LOCATION: r, W MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION g EIL SS LIFT STATION TOP=UNNNOMN CHAIRMAN SHEEP. OF IQ IMF- 1,".. f _ APPROVAL DOER NOT AUTHORIZE ANY WORK CAVI__ _ INSTALL CITY APPROVED 6' � F "•4� W IN CON ODES OR 119 BORN MAIN STREET WITE M r CHECK WTECTGR �W ye MEM ORDINANCES. HxB.THmim w L FLICT WITH ANY C SACK R.OW PREVENIER � - ���-- E%.l'CIA SSMH _ _ AND VgUll �^r^A r'i DEPARTMENT OF DEVELOPMENT SERVICES RIM=56640 _, ) tMNM6 II e0MWLTAMF 4• -. _' r 1 � CO.-KNE1009CCPE ORouP ' EX R 6'a53B 10' I .._ -_.-.. I r '- _ CONNECT-TO EXIST 6'S5_CO '. L�T I 1 , r BDid COMMERCE INRME,SUITE Mao •i RVInO.T%iAm9 KAS COi SS LINE A t1NE A t Cax Name. GMM C-., i - � STA 0400 AT BOTTO,1 OF PRiP 6'S5 UN O 1 '�oY%-. Cax NWmMr: CU9CDM -..4 E%5 L«atmW. 1501 Gaybrd TmIl1 P. ed AddlNoe ROOH CLBT IMF CONBTRUCnON COMPANY.INC ". Loll BI k .O rvla 9tm MCNLNNON,TTN H T,FH.6-CATE _ •. a t �' W OMVS,TX YA.'OI -.. � � CREAjS.,E NTERCEPTOR INSTT N 8 GAZE VALVE O SS _: "`�'� CAMlA1T9 COMWMLTANT ALL FH IN TRAFFIC ISA U (BY OTHERS , WJiMY ADDL6'EELEN -- - KING ' ,.. ' a .;'LL. 1 GRAPEVINE eB9,6PRING VAlEY RD..BWiE„3 d w, LAKE DAllA9.TX7fi>M _ 1 r AD W I ' Ell FH. ._ ! OYEM'M OONWYLTAM 8 x90'BEND,6' LINE BLOC ; MNL3 ELECTRIC CONTRACTORS L - �. IM=SIBS W_ E%6 S ".P R 1amENWY.26 ElL FM. - S __.. EX.8'W -.... _ w'F' -> .- _ I ... OPAPEVmE.TA TI S, ftEMOVE/RROCATE c _ �`- �.:�.b.(�,. SEE RUMBI.M RAINS FOR 1 i :. A •ec(nL�� i� E%HST.FM.8'vfi'TEFL 6 GALE VALVE Y � N11RIM.HC9MPtfn. E �'Q _�/{�f. y './. INTERIM REVIEW ONLY FOR PROPosEo LOCATION ;: I t, INSTALL FH 3'BEHIND CURB `•, SANITARY SEWER AND WATER �^�9ANN18b[D I.IK T FN FLANGE ELEY= - - _-- SYSTEM CONTINUATION TO BUILDING AWL 6'W LINE.BLOCKING - _ -ON .. ♦ •'a v Pt� E cN[ER ro' m:�. VALVE A D GATE - PROPOSED 6 FIRE LINE J EDWARD P.CRWSE VALVE AND PLW PROPOSED]'DOMESTIC WRIER LINE 44907 IWASTALL CITY APPROVED W'I Lti'. TER METER VAULT FOR REMOVE E%HST.B"RUG 3"DONFSnG WATER METER -t•• CONNECT TO EXIST B'W I V REVISION PROPOSED 6 WATER UNE INSTALL 2*IRRIGATION WATER III' METER WITH CITY APPROVED PROPOSED a'WATER LINE DOUBLE CHECK VALVE GRAPHIC SCALE PROPOSED 2'IRRGAnON WATER LINE rO CORNERS OF METERS AND GREASE TRAPS TO COINCIDE WITH JOINTING ^IN FEET) I RECEIVED REF. FOR EXISTING UTILITIES OPRYLAND HOTEL LIFT STATION AND UTILITY EXTENSIONS �E!ti �•,�UPftv's1,�i: HKB PROJECT MOMBER HUITT-ZOLLARS, INC. FT. WORTH, TX. 8704 3 817-335-3000 DATE 2003 OS JAN 2004 BHFFT TmE UTILITIES PLAN e HUITT-MHARS Hugl-Zo1WrA Inc. EnB..ft/"CNINtotl`W a500 W 71n 81 Sta 300 Fwt WorW Text 7LJ102 j PT-(SO)335-3000 I-(817)335-1025 SHEET NO. C-4 EROSION CONTROL NOTES GENERAL NOTES H KS NOTE DESCRIPTION NOTE DESCRIPTON NOTE DESCRIPTION NOTE DESCRIPTION 1. Atl.oh andl N perfmMd h ottadmtt wtb Me pima, It. The lacatwna Of exwth9 utilties Moan m IA.Plena ae tacAnwal apwlf tbn4 Wre C\Y of Grapvne etmdad 1. THIS EROSION CH PLAN RAN DOES NOT THATADDRESS B. CONTRACTOR SHALL STABILIZE IS TO ANY AREA WHERE Wctim detUa,and Ma at,ei pa .Cade of °PaoaWate etW na.v vet bean exri.ed DY Me Gt Ormeen.«da.RprwenbliYsx me cma«\«aka LEGEND CONCRETE BATCH PLANTS S AND ASSUMES THAT NO CONSTRUCTION ACTIN IS OBE TEMPORARILY OR o d'm.. m.Iaxe OI 1M State of Taw OSHA Mat p nb<CLY w ap«aaenarr mak.a m EXCESS EXCAVATED MATERIAL WLL Y PULED OUTSIDE PERMANENTLY CEASED FOR MORE THAN 14 DAYS SYondaQ4 and lne NaM texw CamU of Covernmait reWal EXISTTNC NEW THE LIMITS DF THE SHE. Slmdad Spedf otbna fa Puac Worka Cmabucfion. O verb.'by the GtY of Grepeme Puarc W«Ma AlCIIrT[OT 9. UNLESS O7HERWSE NOTED,ALL STCiMWATEq POLLUTION IaMt edtm. epalmdH Onor to Mghnhg conaWctwr�. m< NXS. C CmMwla aMl be rapenadle M HMd WNlyhq LM tyg4 BOUNDARY __ CONTRACTCN SHALL CONSTRUCT INLET AND CULVERT PREVENIXIN MEASURES SHALL CONFORM TO THE CITY ON dlamela.bcatbn,dVb,a 1 I;,M of OV ulNl"wa Pda t0 1p1e Ma TX AVENUE 2. PROTECTpN AS APPLCABIE AND SHALL TAKE EVERY GRAPEVttIE STANDARDS OR TO APPLICABLE(AR NMME.S OF 2. m.City of Grapevine in eghnhg conaW<tim.pact«Ovrlme Daky ale.a Ne b DILIAS.T%TSAIAJ6J EASEMENT MEASURE TO KEEP IyS AND YDMENTS FROM EN1AGENG THE NORM CENTRAL TEXAS COUNCIL E GOVERNMENTS CmhaU«to wort ham):00 om to]-W p.m.,umday 1HE 510gM YWEIi SYSTEM AND ANY OFFSIIE DRAINAGE STORM WATER QUALITY BEST MANAGEMENT PRACTICES -9 SolurdaV My repeal b work m a SalurdoY 12. Pry to ughnhq con>Iructkn.Us Contract«NU CIML tBewMQII -610-MAJOR CONTOUR CQURYS,ESPEdALLY GRAPENNE UKE AMENDMENTS, OMRE �� TION ACTMTES,LATEST EDITION OR walls'M made prior I.5:W p.m.11wrWOY allwnom end famiiaue binx/f Ntn\ne plm4 apeeif Iona,centre.\ NU1TT20LlM5 apuYa a mhbnum lour'our dwg4 me Cmtracla doeanent4 rM City of dap.Mne Code of ddhmcea me -611--MINOR CONTOUR CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO NWI poy O 11-cnagaa of WOO W now to the my z[md«0 dataia and U.1-opplkaae atmdada and Sm WEST TTH BT UNIT 23.SUHE 9p0 3 PREVENT TRACKING OF MUD AND/OR SdLS ONTO 10, ADDITIONALLY CONSTRUCTION OF THEY IMPROVEMENTS IS el GrapeMne fa.ork eutaMe Ibe rlamd xakxeek(BOD apwif oliona rtlewnl to\M progr a«nplalim a Me FORTWWNiII.t%]B102i]r3 SANITARY YNER EXISTING AND/dt NEW PAVEMENT ANY TRACXING THAT SUBJECT TO STORUXIATER POLLUTION CONTROLS REQUIRED am to 5:00 p.m..Mmday LMwgh Fr y). No work H prop.' Foiun to m w wM h no wY rtlMW tM $$SMM BY SECTION 402 OF THE FEDERAL CLEAN WATER ACT �-SAMTARY SEWER MANHQE-I(.)- OCCURS SMALL BE REMOVED IMMEDIATELY BY THE AND SECTION 2&010 OF THE TEXAS WATER CODE.THIS alowM Sundays«CRY WRd Mtbwl xrllten Cmlrwta al reaponaDWilY for Pafam'vq ifw work h LiNIMCCAWk I1ltGllfTlR CONTRACTOR. PROJECT 5 PERMITTED lRNOER THE TEXAS PdLUTANT ep«eVd ham Uw PVblk WOMB Daecta. au«dams W.Mee repukemmu MA- SILT FENCING 4 2211 NDRTH LAMAIt,9UIlE uo REPAIRS OR MODIFICATIONS TO THE EROSION CONTROL OISCHARCE ElpMplATON SYSTEM(TP(IE$)GENERAL PERMIT }. 11w tmtrecla anal be repdraLle I«povkhy Ue GlY 13. CmaW Ilan hope<lim xil Ee pnrtanwd EY Ua City of SILTATION MEAYJRES WLL BE MADE BY THE CONTRACTOR k ME .0,TXRt`kMW FOR CONSIRUCTIOrN ACONITES 1 GapeMns a 2-yea,25yt Ili Bond I«al Gnpe'reaaeutaiwa ea Me O.ner.Fagiler,and OALLAS,TX)R202-1m CONTROL MEASURES PROVE INEFFECTIVE OR IF ADMINISTRATION IS BY THE RULES AND ORDERS OF THE 1-14 vMIW>hduenq vela,amday Z. uxr latt 'Newby pmda and wtbaRiaW TM Contract«xN by STABR12ED CONSTRUCTION ® ADDITIONAL CONTROL MEASURES ARE NECESSARY. TEAS COMMISSION ON ENVIRONMENTAL QUALITY(TCEO) moh4 a'excawtim/M YnprOVwnent4 reapmaWla b p-1 wh oc<es of al Lunen i« I MIMCTMINW�M91r®1 ENTRAN ®CE CONTACT TCE D AT(51 2)239-1671 h9ectbn a tM wolk and ameaahp repukee hpactkne. CURB AND CUTTER 5. DAMAGE TO ADJACENT PROPERTY AND/OR TO NECEIMNG 4' u�an sale..wa \ed aMdymob abed m atria Al. i{. Trafgc wnVa daNcu wnWm Me Tavw Ymud m �QU�TTE DAVI9 OR,z1a 1MC. WATERS CAUSED BY IMPROPERLY INSTALLED OR POORLY 11. THE CONTRACTOR SHALL NOTE THAT TCEO DOES NOT ep t0 e1M N.CEMWLL EXPY,9tR1E I1W a STORM GRAN CURB INLET o MANTAINEp EROSION CONTROL MEASURES SHALL SE THE INCLUDE SELF-CERIITICRTTON FOR ENDANGERED SPECIES. SoletY and XwIM AdnhuVal^wn(OSHA)Mmd«td4 Prior Utrluta mdlM1-, l�iTh Co H'ctaa nd abmh q�powl T.T RESPONSIBIUtt Q ME CONTRACTd2, HOWEVER THE PERMIIEE(S)STILL NAVE RESPONSLBIVtt to enwwtwp aM wnzVu<\hg of Ue trenNee.Ue b«^Ue City Enghw prig to 6sgk 'my cmztvctwn. C-= STORM DRAIN RCP 6. THE CONTRACTOR SHALL BE RESPON9S E FOR THE ACTT THE V ST FISH AND WIDUGE YA TO THE FEDERAL A MCE EMD MAY BECmbmtor andl be raapmapM fa aubmNmg 1-(2)_ L NTF9 U>nM aaNIY ama prrpaed and Wdetl by a ProleaPmd IS me Cmtraaa anal pmleet aialhg br-DUNe0.bwga4 LOONEY&ASSC IATEB SUITE 910 DRAINAGE POND/dTdl REMOVAL AND DISPOSAL OF ANY SILTATION CAUSED BY CONTACTED AT(817)2]]-1100 FOR TARRANT COUNTY Enghe«IkmeW h Me State of Texw. Imdacapin.gmt4 iawa4'-I n,mtl tort uaaa HIS OPERATIONS MID/OR FAILURE a ME EROSION THREATENED OR ENDANGERED SPECIES CALL TEXAS omm+rife rated m the Pl My dm+age anOtl M OAllAB.TX T6ml • WATER VALVE MANHOLE CON MEASURES, PARKS AND WILDLIFE DEPARTMENT AT(512)912-7011. 5 The Centro.\«ehtll ba aPole I«coot«tin.Me City rga'Wa0 to o wndil'wn pod a Mtlr Mm pia\e rapm Y Of(kV-II of(817 cmatrvctm mtivltia OVERHEAD ELECTRIC ]. CONTRACTOR SHALL REMOVE AND PROPERLY OSPOY OF )110-J010 to requvel a Tract IaaFpMpll{ypIFa1FN1 Ill. talion Mapacibn prt«to mY xart commencing m TANG UGHTTNG MI ON RTC. oPP CEIN O MEASURES UR.T AND SEDIMENT FROM EROSION tM ate 16. At alutdowa a IA161k ulRtiea abU M cowdhated h POWER POLE CONTROLS OR IRES WHEN IT REACHES A S V OF 9X 'dean.'01 canatvct'wn. 11 A.I M Ma -.1 baa eR2R Md0NNEY AVENUE,BUItE 1p6 FENCE (6)ARCHES OR IMPARS THE EFFECTIMENE55 OF THE 6. Than abU M no . h Ina Boa I a ill M. napmal ?,to prpme m'Actlon Pbn'f«al pta DALtAS,T%TSza6 FEISCE MEASURES awldowe ra rpprovtl by tM Peak Warta Department of tM CitY of GapeNne.ilM1oul m eaewlW'Fill ."Cty.Grp'_ ma'Aakn P, abU .4 Ine -610-- WJOR CONTOUR 1 Apeament' OHacled VIWNMA duration of Mlulde>n,D«wnnM and - - NINOR CONiOM 7. m�Conlraa«snap M repmafiN!a«oMdmq«oaim Ip A. imfa0ea�n apaawa. WaI WWI«o.eed m al-I. Ird in we 11 w the plena and Appendix F of daY OaMa durMq o alwtmw d accaenta aarvptlon el AREat APpRO%ILLAl S _Denwlbn_1 be C-M Iha«der Loup. mtd d im-1 of Me GIY of NUkMD,b e- No ad Mbm. an the Ereaion Cmtrd Plm h adw to mat Me ) <an serrica m1i di aXeclM utiiHee as twat h eaeiee to Me DRAT WIZ FLdW ARRON /� r<puYemmin M govemkp OuUariliea and ragaalary 1e 4 SPOT ELEVATIdS 6116/ malaid4 aupatiw a rakirp<m46t 'wired li • B- �OnVat«mdT De reapmaDle to racarnmq dl to pa'aotim M t�alo.W�bba.pupnen' TOP OF PAVEMENT TP criC eral'vn Lie garuplian to affected uiWltNa and HIGH POINT HP m i g to Ina Plena w.ory 0. in me Project T] mawCmV«ta anal fwnian al vela r opines wM kncorpaole Ueae ebmgea hto the'b-Roil' epuYed 1« tre.h.4 vclian. 1M1e centred«-Y Pwcnaae.o\a ban tne LOW POINT LP C�t puNWM vela rotas. A cmnactimn to\M City HANDICAPPED PARXIHG ► 9. Wfiae a canflkt eviah MMeen Ine INma,apecif t'wna t t lM approwl of Ma dlY'of 1 boaedmXU<moat orda Ww dtanvliee elwu bid tna wort m mee .o V RADIUS DIMENSION iq Gapvvhe. me Cmlrocta antll poet a dpoait to ua r, expm City cmaw.lkn mats. I•M FIRE LANE FL t0 w e teed dI rewvammbt oft the City oat`-da snot mwt apevhe NaU IB. ma Cmhafa a give lbe City of Ormevhe 46 boon Lntrd Tavaa cwnci of Gowrnmenta Slandad noti<e betas Mgfn.innh9 each ph-of cmatrvcrwn. maWctbn meNed4 3rd Eat'wn. t vet-6.Baglbdd et(817)410-3145. Uzy CASE NAME: 1� CASE NUMBER: I/ LOCATION: V 1 f 1 MAYOR SECRETARY DATE: PLANNING AND ZONING COMMISSION SILTATION ` CHAIRMAN L STRUCTURE - - --- SILT FENCE DATE l TTT-TT-TITTT�TT� _ T -- -. - --SILT FENCE ¢� J APPROVAL DOES NOT AUTHORIZE ANY WORK 1 F T IN CONFLICT WITH ANY CODES OR GAYLOROFJNrFATAMMENTORCUP ORDINANCES. BSWTH MAN 9IAEET,SUrtE ROD T-TT I 1• DEPARTMENT OF DEVELOPMENT SERVICES MEMIMIB,TH.1W iCUU 111. .11 CO r KILE1009COPE GROUP - w I [' WaY1R COMIAERCE IXNIVE SIRTEbO CL, f q � �t 4@ - - O L' I ',C Care Neew' CIAp CxNea RNO T%]RO&T _ e � Cue Namber CU0/-0d ��:: J rl ` ,� P �':.-.. ��. Laatioo: IS01 Gnbrd Tnil CMkalt' ! -_- - - _ l o i, ck l.OprylaWd Additive CEXMX CONSTRUCTION COMPANY NC (f BM 31OOMCXNNON>TIIl- /! e o +• - 1 DAl1AS.TX]52M PROTECTORS �r.�,W, y // W e ry �� RAAEE N G . �� 1 G E WJXW Y J 1 -I SPRING VALLEY RD.,SUITE 119 ' - fi Ct3 tHtu STABILIZED I' MILLS ELECTRICAL CONiPATOR3 tt 1-1 �_o 1e00 E.HIT.BT SILT FENCE \�__-__ � TNENLOR BUWDING.1kT FLOOR CONSTRUCTION -- - -- - - --- --- W 1,- ?w rrr-- '�.. GRA•EVINE,1%TRWt -- -� q ENTRANCE SILT FENCE ��;I o ' 11,1�.�L.W, TO %(. ��'f-/7 N�o��­iM.. INTERIM REMEW ONLY --__ �wsrmlcTWN R F Go of SILT FENCE }' 4e907 GRAPHIC SCALE i I SIN fWDT) i b 30 I' I l:E'N LAK)"IYUAND MXS PROJECT NUMBER 87" DATE 05 JAN 2004 17 SHEETTBLE >\ EROSION CONTROL PLAN IW18-Zo1Wre R1e Ergheel If ArdNNo(Vre 500 W 7th 8L 91e.300 Fort Works TIN two 7M Fha (8A)31F' k0 Fu(BT7)wS_xw _ET ND. s ------ - - -- -------- -- -- - - - -- -- ------ --- - - - - --- -- C-5 HKS 18' LONGITUDINAL CONSTRUCTION BUTT N0.5 DEFORMED BARS DOWELED JOINT.SEE JOINT DETAIL 6 TRANSVERSE EXPANSION JOINT NO EP DEFORMED IN 6'O 2 O ELE N0.1%36'DOWEL TRANSVERSE N VERSE IMPREGNATED AILCMIRC! BARS O 2/OC. FIBER BOARD EXPANSION JOINT SAWED DUMMY JOINT, H4L3.NIL. FILLER.SEE JOINT DETAIL 5 NO.6X2/'SMOOTH DOWEL O 24'C-C SEE JOINT DETAIL 6. :•.�1 tinB MtlaNNEV AVENUE ... 'i, OquA9.Tx T52Dt-tnv3 VERTICAL SAW-CUT EXIST PAVEN�NI AReP.GAVLLENT e- 6'OOWCI COATING T/4 NVu 9rpYME9 m ••47• " �.~ 1 1/4-MIN.CLEARANCE IW1R"T2IXl.YG ' .. • Cib -�-�� _ -_ - ORTWpRH l%Iel@ Tr3 21N. _ . .b '4' BAR STOP b < F ��\/\\/\/\\//�\G\\/�\\li J\/�\\%\\/�\\/��\/\/�>�\\/\\/��\/\\/��\ I. J s DOWEL SLEEVE FIT OR CAP �, oa aAMwcAre AwcNREar 11�� iT ')a DOWEL k BE SECURED - 6'THICK CEMENT —�'P STABILIZED SUBCRADE ?lttNOrfH LAMAR.IRKIEIW 6'LIME STABILIZED SUBGRAOE(7S BY DOT 6'THICK CEMENT /i/i/i//j//�//j//� //ice/i//��/i//�/Ai//T�//A//i//j�/i� (32STA LB/Sy). noN To °AL.v.T'nsozloso 6'LIME STABILIZED SUBGRADE In BY WEIGHT,COMPACTED TO 95X STD PROCTOR STABILIZED SUBGRAOE PERFORMED IN NTWu9nIWAL IBIWNN®l HEIGHT,COMPACTED TO 95%STI)PROCTOR DENSITY CONFORMING TO ASTM D698) (32 LB/SY). ACCORDANCE WITH BROOD IMVISOPAI�XHC. DENSITY CONFORMING TO ASTM D698) STABILIZATION TU BE ITEM 4.7 NCTCOG FOR I1N N.CEHIRN.FJ(PY,SURE Itro PERFORMED M PIN CONSTRUCTION DALIA4,T%]STOA CONSTRUCTION BUTT JOINT BETWEEN TRANSVERSE OR LONGITUDINAL ACCORDANCE W N TYPICAL CONCRETE PAVEMENT of EXIST. AND PROP.PAVEMENTi 02 CONSTRUCTION BUTT JOINT 03 TRANSVERSE EXPANSION JOINT P CONSTRUCTION"` FO o4 MATH SAWED DUMMY JOINT NSTalwe C101 SCALE:N1S Lb1 SCALE:NTS C401 SCALE:TUTS Lwt SCALE'TUTS LOONEYANEV AVElE9 BA AIL. AVENUE,SUITE 310 ' PLLW,TX T5304 FOR USE WHEN PAVEMENT SLOPE IS TOWARD CURB 13rTlEIpY LIOIIfMY ICI _ 34' - 51/2- 11 2-SATTER NdcNiNEYA NE.BtAIE t06 FOR USE WEN PAVEMENT 9LNY1✓E JOtl(f SLOPE IS AWAY FR04 CURB pALlA3.T%I6i96 Jro, 1 4 SUCOS JIWR CASE NINdBER: y��. �,M1Q,. GUTTER TOE 6 GUTTER _ SEMANT LOCATION; l _ (�` POIYMV,IENE BOO JONi 0F➢IXTtq BREAKER TAPE .SAVED JUNi FACE •.. v` ASPHALT IMPREGNATED PAY➢NNT JOINT pEPIH � - 1 /6 SMOOTH FIBER BOARD IHO(NE55 T 4 J qA CLOYD MAYOR SECRETARY - Ir •, DOWEL EXPANSION JOINT T 5' I 1 4 .CF�EXPANOEDi3 BARS, /]BARS ° FIRER A0 RROD fOW DATE: '„T T=e 1 J 1 PLANNING AND ZONING COMMISSION 2 i DOWEL SUPPORT BASKE� CHAIRMAN Y JOINT DETAIL SEAL SEAL FOR SAWED DUMMY DATE: STANDARD BARRIER TYPE H 05 FOR EXPANSION JOINT os AND BUTT JOINT 6 EEC (c DF$ 09 CONCRETE CURB AND GUTTER Cw1 Cw1 SCALE:Nn Cwt SCALE:N15 W xME:Nn APPROVAL DOES NOT AUTHORIZE ANY WORK 1-y IN CONFLICT WITHH ANY GODES OR DIN -- -- - PROPERTY LINE ORDINANCES. 5/8 LD 6*ANCHOR RODS 2 /3 BARS I _-HANDICAP i DEPARTMENT OF DEVELOPMENT SERVICES - ' /3 BAF BENT /3 BARS ON 24' I, TO RADIUS 4' CTRS BOTH WAYS /J BARS O I4'0 C. 4'WIDE WHITE -------1 ELM STRIPING(TYP.) GREATEM THAN F L CURB RADIUS I 7 FI 4 B" -2' SILICONE JOINT SEALANT of FACE OF of Y-� 1 1/2 SEE DETAIL 2 FACE OF CURB _t/2'PREMOLDEO EXPANSION 6 CURB I 3/1"ID.` r-J O CONCRETE CURB �JO4T T MAIL SLEEVE$ I 1' AND CUTTER I^� : � ELEVATION l� TACK COAT �Op S WALK :•: 6'uA%.� 5/8'OIA. I 8 3000 PSI O 28 DAYS 3' ANCHOR ROD 8'MIN, VAN ACCESSIBLE BLOCK-OUT LIMIT IF NOT 6'MIN.REINF (CLASS"A'CONCRETE) _ OWWOI 'CONCRETE MORUTHIC W/PVMT. CONC.PAVEMENT PVMT.REINF.LAPPED 3D DNA.OR GAYLORD-.TAO.AENT OROLP /5 BAR DOWEL/B'LONG.DOWEL IIBSOUTHMNNI—T,BUREWN (SEE GR2160) k EPDXY IF EXISTING PAVING MEMPHIS.TN 3Btl0 I"SAND CUSHION NOTE. STREET (SEE GR2160) 11 J/4' /]BARS CONT. HANDICAP i DRIVEWAY DIMENSIONS AND LOCATIONS NICK 14 PARKING DETAIL '.. SHALL COMPLY WITH SECTION 20-44 gNMlIFl DOMWL.TAWT UP STABILIZED SUBGRADE THE CODE OF ORDINANCES. '..,.( ./ C101 SCALE:N.T.S. CULNIMYKMEIOOSLOPE OIiQN PAN ANCHOR ROD END VIEW mvlrwnc�vsaw EXPANSION JOINT DRIVEWAY APPROACH — - RED STRIPING- IF STRIPING ccoxsTRuc ON ccArAN,INc. 10 BETWEEN CURB & WALK 11 RADIUS RETURN TYPE 13 WHEEL STOP DETAIL BUTTS LIP AGAINST CURB. 00 MMRINON, NFLOO PAINT CURB ALSO pglUg TX TSZOt Cwt SCALE:NT.s. Cwt SCALE:TUTS. cwt SCALE HIS clJCWr.coxlunTAMr -F 4B019PRINO VALLEY PD.,SUfTE tt3 EVERY 15'ALTERNATE PHRASES, 0/,LW,TX IB2N 1�TRENCH GRAZE SHALL BE SIDEWALK NOTES: BOTH SIDES OF LANE HEAVY DUTY TGMS-6 WITH W0ITY—TAW' SINGLE SLOPE SHEET METAL FORM PAN t CI+ oPF a vocwuX SxrLL eF 1/ Fx�00T xAzluuM. MLLLB ELECTRICAL CONTRACTORS OIJ TLET SHALL BE IN BOTTOM OF PAN. 3 v .'wTx vruL IK sPEcx FD 0Y I4D0 E.XLVY.1. AS MANUFACTURED BY 1 c°xCRETE FM vIXNMxS SxAu xA1E A ululuux—R-W 3TRExGTx WHITE LETTERING,TYP, MCKiNLEY IRON NT1RK5 INC. C4 JOOD PS.VI DAYS IIXA$$'A'CONCRETE) TTRENCOH BUILDXN3.13ifL00R 800 J9N WORK2 73 11 xIXrtYCOMB 1N BAN OF OINK TO SE TRO.EL-PLASTENED BEFORE PWRING YDE— DMPEVNE,IX JWWt OR APPROVED Eau 11 MA tK F l 3MENRA BSA«TD APPRG.I.A,E""N—S 9°"" 20 FIRE LANE STRIPING 6.SgEwAtt wpMS:HF -:.GOMAIEROAt-5'MM. CITY OF GRAPEVINE cwt SLME:N.T.S j STANDARD 8'INTEGRu INTERIM RENEW ONLY CONCRETE CURB(TP.) Case N.- GI...C.ctu. ', INTERIM REVIEW O aN OF GRAPEN/1E SEALED JOINT H11N cue NRu6er. CD040/ D FOST��rc TT. STABILIZED SUBCRADE S.5' 24' STANDARD 8'INTEGRAL PREMOLDED EXPANSION Lor.NON: 1501 G.1 TY.B JIONT FILLER YpAu NOwFFR a R.E. TO E%TE 12'BEYOND 5.5• CONCRETE CURB(TYPJ TRENCH Lot 1,BMck 1,OPrylv.e AdAiLM. x0 BACK OF CURB(TYP.) SEE(iJ 8'MR NT CONCRETE MT1H �`-` 6'CURB R4490 � SS AIt ENTRAINMENT NO.3 L�. BARS GRADE 60(ASTY A-615) T �..fplr SPACED 024 0CE.W. _ f;"'B 1 0 "i 1/{-/FT TO EXTEND 122"BEYOND //\ABILIZED SUBGRADE \//j////,(� < �?�7 �_ �]I � 31 4 1 4'�T S1 BACK OF CURB(TIP.) �A,�Ai AA V�VA\ LJ �� -"-� meEUOE TOP 12'OC W/O/4 / m . RETAINING `WING 571.50 T7 � u ron°"T 6'OIA SOIL-35 PVC PPE \\ c s69.35 c s'CURB GRADE TO ORNN TO / 95Z PROCTOR COMPACTED TO STORM BRAIN SY5TEM� CONCRETE' /\/ 1'-p' 1'-0' I'-0- �-- 9SZ PROCTOR DENSITY 8'THICK CEMENT STABILIZED SUBatAOE 32 lB/SY). TRENCH DRAM \\ I�B'OCS OH RETHiNG STABILIZATION TO BE PERFORMED IN A ANCE FOUNDATION '\ NTH ITEM 4.7 NCTCOG FOR PW CONSTRUCTION 95F COMPACTED SJBGRABE / -- --- WALL j 6'TO STORM 6'CdHC MAN sY51FM r5"N ROADWAY TYPICAL SECTION ^`\/ GVTEJJU KYLAND HK9PROECTNWANB SCALE:NOT TO SCALE - 8704 20 SECTIONAL DETAIL—TRENCH DRAIN 20 TRENCH DRAIN I Cwf SCALE:NT.S C401 SCALE:..IS OS JAN ZOOS y SHEETI*NITII TNLE DETAILS CTION e HUiTT z—DHARS H1g1'Zokm Inc ElbneerFM/Arch t-re 500 W.AN BL SW 3DO port WaM,T.Xu 7W2 aPI—(Bf7)335-3000 POt(81/)335-ID26 IIHOUT ND. I CURB AND GUTTER WIDTH 2-/6 BARS IN NOSE TOP STEEL 6 BARS ON 6' KS -CENTERS BOTH WAYS. j 2'RADIUS EXCEPT 2-i6 BARS IN I 6-CURB OUTSIDE EDGE&ADDITIONAL 9'-a" 6" DPENING SIZE 6' STEEL AROUND MANH E. STANDARD uOW. 9'-0' p' /5 BARS AT 6' D EACH WAY 4"DEPRESSED GUTTER LINE FRAME AND COVER HOOKED EACH END- - 4110R UP a CUTTERRENFORCING B_ BAnOrtCAST IflON MANHOLE 6- MC FRAME AND COVERd . OAl1A8.TXT6mI,- E TO NEM rSTEEL�N CROWN O QUARTER110'TRANSITION (iP) HACK OFNTI }/4BMrs(t'k 5'M.H.) /4 BARS AT 12'OC CURB STREET PAVEMENT 15 BARS AT 6'C-C- OR/6 BARS(6'M M)AL EACH WAY.H001(EPCH END EACH WAY OPENING AS SHOWN. BODWESFTM STUNT2],SIRIE 39D 111-' EACH FACE GUTTER070WALL,AND 2 2 1 ( FORT W(%NN,TX mTO2JTm BOTTOM STEEL/4 w ''I BARS ON 12-CENTERS IIry,' BOTH WAYS. qIC-C I I RCD SWAGROIF ACIYfC1 (SEE 60108)A YMASS a HAYES 300-24 a"NOWTHLAMAR.SIAIEMI, CONSTRUCnIXR JOINT ON -HOLE,ERAME a COVER PRECAST PNAN CONCRETE P TE GRADE AS SPECIFIED BY CITY RNGS TO TTOPCAAB /4 DOWELS AT 12'ESAT 2'C-C LATERµ PIPE FRnSHED GRADE µL AROUND E%CEPTNON SMRNN CROUi 1:2 RB-MA% IN WAY OF PIPE1YPICµ TP ELEVATIONEET PAVEMENT ' 2•-6- 6' 41M N.CENTRALEJfPY,9MIEt100UA PRECAST NCRETDAUA4,11T5294LIP OF GUTTER PLAN cECTION A-A GRADE RNGS A5 REVD.TO A /5 6"MN.RAISE TO GRADE - 10 BARS ATEAC ILFJaIAIpLt 6-C-C EACH WAY HOOK EACH END N.T.S. x.T.S. Xt BARS AT A { e ARTICAL BARS EACH LOONEY6A49IX'3ATE3 TOP OF CURB CURB INLET OPENING amzoNTAL EACH FACE I e PAGE.1./t BARS AT,rW 'ALLAS,w"E''Avn'L�'wE'eJ'o WITH STEEL REBAR SECTION A-A D4LLwB.TXTseoL A NORMAL GUTTER LINE CROSS SECTION & CENTER BEAM o 9' =PALER: u.T.s. q MANHOLE STEPS > 1•-0- IFROUOW.LNMTN. GENERAL NOTES e 2 DIAGpIµ/4 BARS 2'L-[STAGGERED LAND LIGHTING OES%LR NG. OWR PIPE EACH FACE p2- G(REINFORCED tSm IAN(IFYHBY AVBNUESMTE tOa USED' STEPS MAY BE p :I DEPRESSED GUTTER LINE a ROPE]/8'TO I OALLA6,TX T6ma 1. IN GENERAL.AND REINFORCING STEEL SHALL BE/4 BARS ON 12'CENTERS BOTH WAYS FOR GUTTER,BOTTOM SLAB ENDS, USED] DRAIN BOTTOM OF CURB FROM AND BACK WALLS,AND�4 flARS ON 6-CENTERS BOTH WAYS FOR TOP SLAB.AN A➢OMONAL/6 BAR SHALL BE SfHNISH°ME PLACED IN THE FRONT EDGE OF THE TOP SLAB IN THE INLETS AND ADDITIONAL REINFORCING STEEL SHALL BE PLACED LES AROUND MANHO AS SHOWN. 2, ALL REINFORCING STEEL SHALL BE GRADE 60. � e 'THE 'w 3. µL CONCRETE SHALL HAVE A MIN.COMPRESSIVE STRENGTH OF 4DDO PSI O 28 DAYS.(CUSS-A-CONCRETE 2'X 4'KEYwgY OR I.ROPE..-I OF MANHOLE AS V.L/ NNC.TED ON PLAN-PROFILE SHEET. A BARS AT B'C-C /5 BARS AT B'C-C I F Fr/TON 4. µL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF Y i0 THE CENTERS OF THE BARS. UEU OF KEYWAY- EACH WAY 1 2.LAYERS OF REINFORCNG STEEL NEAREST A THE INTERIM AND EXTERIOR SURFACE .i.5 5. REMOVE OF EXISTING CURB AND GUTTER UPSTREAM AND RO'-0'OF EXISTING CURB AND GUTTER DOWNSTREAM SMALL BE 1—,"Al A OOVER OF 2'TO THE REMOVED AND REPOURED INTEGRALLY WITH EACH INLET. SECTION B-B CENTE OF BARS UNLESS OTHERWISE �6. ALL BACK E SHALL BE PERFORMED BY MECHANICµ TAMPING TO 98S STANDARD PROCTOR DENSITY. TS NOTED- CORNER DETAIL A y IIIrJ Z, ALL EXPOSED CO CORNERS SHALL BE CHAMFERED 3/4". -f 10' AND 20' cAs NAM: PLANT VIEW r„w;! TO / L' of CURB INLET OPENINGS LOCATION: 02 8'x8' STORMWATER MANHOLE DETAIL E 1 y .n K C402 SCALE:NIS Ct02 SCALE:WITS FiK 1/4-STEEL SKID-RESISTANT FLOOR PLATE WELDED TO Y ANGLE r, FRAME NTH(2)3-x2-3/8-1 BEAM SUPPORTS(300 PSF)PRIMED MAYOR SECRETARv W AND PAINTED WITH (1)GOAT OF INDUSTRIAL BLAO(ENAMEL PAINT V z ICI LADDER(RED. 24'x32' DATE:HINGED YANWAY TRANSITION N BETWEEN 11/ 5&PEEPER) PLANNING AND ZONING COMMISSION APPROPRIATE 10'MIN TRANSITIEO BETWCCN1ERUC- T� 1 y z TON ENTRANCE AND �1 ►1 J'-O-Mrv. NOTES. �� PUBLIC RIGHT-OF-WAY \\i/\ •BAIL I A I I e'-D'NAK CHAT MAN ` \ < ALL FIRM HYDRANTS SHALL CONFORM i0 THE US CONTAINED N( DAME: THE CITY OF GRAPEVINE CONSTRUCTION MANUAL(SEE E.).AWAY EXISTING COMMON R µl IRE HYDRANTS SHALL BE EQUIPPED WTH A BREAK A Y GROUND ACCESS 'TI\� r } C, FO FLANGE. FIRE HYDRANTS SHALL BE CITY APPROVED, FIRE SERVICE �D 2 ALL Jp i5 SHALL BE MECHANICAL JOINTS. APPROVAL DOES NOT AUTHORIZE ANY WORK 3Aj �� J. LOCATI VµvE:TERUµ VAL ATI Wv COARSE AGGREGATEN coNFucT WITH ANv coDEs oRVE La ON LL DEPEND ON LOCATION 6 WATER MAIN.ORDNANCEB GRADE AT xMR,xi4. FS_UXSLOSER OJ—) 1B'TO ExiSiWG OR PROPOSEDEXISTING GROUN DEPARTMENT OF DEVELOPMENT SERVICES R 0 Wl5. STANDARD BURY DEPTH 4'FEET.6. SET FIRE HYDRANT ON THE LOT LINE E%iENDEO WHEN x L ,E0 woreBM.1 YID-BLOCK. i.e CWcj T. SHALL BE LOCATED MINIMUM I FT,OUTSIDE OF MEN ic _ AREA BETWEEN ETWE N P.. i EMIR 110N GEOTE%nLE B'MIN 1/!-THICK CHEORIER MEREDPLATE FRAME AND E IRIE C SIOF HE CORNER NRNiHG RADII GAYLOPO ENTERTAYAQFI GROUP yAT INTERSECT(NS (SEE PLAN NEw) FABRIC i0R FULL NDMGRADED TO PR Ni COVIIt.PPoMERED AND PAINTED. eEFwE ,LW EVE AN N(SN )R D LE GTH OFE%IT RUN-OFF FROM LEAVING SITE e. MaxpJ A N I I )r UM SP C G S00'N PES DENTµ AREA 400'IN MEMPHIS TM R �� ( IN APARTMENT AREAS COMPLEXES,JOO IN COMMERCIAL OR PROf1 F., �m / wousrRHu AREAS. SEE coxsmucnoN MANUAL CONSTRUCTION NOTES o1nELNy coNauLTAMr 3" 9. FIRE HYDRANTS SHALL NOT BE LOCATED N SIDEWALKS 1. LENGTH SHALL BE AS SHOWN ON ME CONSTRUCTION DRAWINGS,BUT NOT LESS THAN CUIuWARY KALEK106GUPE GROUP }L, / F'H_ OR BARRIER FREE RAMPS 50 FEET. .11 COMMERCE OR ME, WD AOPE TO DRNN(� P.C'J/ 10 GUAPD P05T. SH%INCH(6")STEEL PPE W/CONCRETE 2. THICKNESS SHALL BE NOT LESS THAN 8 INCHES. SIX FEET BI-)LONG(3'ABOVE PAWING AND T BELOW _ �/i��/// 6'MIN. /�/�/�T- M,r"FLMHa[rzF PAWING)TO BE ENCASED N 16"DIAMETER PIER TO A 3. WIDTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESSOFFTH _ 3"MIN. \\/\\\/\� cONCREI[CAST x RAC[ An Rn yALW UCTION WITH 21 12'NO LOW T6 REBARO iH OUGH THE OF THE EPIPEEINTORCE 4 STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND Jt-N� ME CONCRETE PIER. PIPES TO BE PAINTED µUMINUM. DALLASTy2p, 3'MIN. (iY WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT.UNLESS OTHERWISE PIPELINE O$&Y s 1.FIRE H T LOLOlt RED CAPS AND BONNET. SHOWN ON ME CONSTRUCTION DRAWINGS, RECAST CONCRETE COVER V VE VAULT zo0aav s Re own 12.USE FIRERMYDRANT MTHA4u STEAMER. & STA81LIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMODATE A TRUCK WASHING MW s TaR O6 FIRE HYDRANT INSTALLATION AREA, AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA IF USED 4e01 SPPING VA E R0,9U Etn O41)2 SCALE:NTS °KRAS.TX TS2M �� STABILIZED CONSTRUCTION CMNIT.WW.YL.AMF Oa ENTRANCE/EXIT _ MKLS ELEGTRKA GOMRACTORB LOW FL W r° Ct02 SCALE:WITS IWX E.RH1V1'.m MENCOR BUI—.I9TFLODR FLANGED COUPUNC GAAf4V1NE,T%]9051 ADAPTER T I 12' , INTERIM RENEW ONLY Wxu TRENCH SAFETY NOTES am Fl FVATON - B1 Pn oEscrN aN ED—P.GROUSE I. CONTRACTOR SHALL COMPLY NM ME LAWS a THE CITY APPROVED DOUBLE DETECTOR _ _J STA E OF TEXAS AND ME U.S.OCCUPA ONµ SAE 44907 .,. AND HEALTH ADMINISMAT ttE AN NAnxE BAaDu T oN REcuunorvs. ALL 3 CHECK VALVE AND VAULT 12 NO Rants>T D Jp O 6 KENO Es OVER 5 FEET N DEPTH N DMER HARD AND j SCALE:NOT TO SCALE CCOAMPACTED TO 96A M yn SECTION D-D c c Ialx W,.s PLAN y STABLE OR SOFT AND UNSTABLE SOIL SHALL BE SLOPED SILT FENCE FABRIC L�: n-� NT'S SHORED,SHEETED,BRACED DR OTHERWISE SUPPORTED. FURTHERMORE,µL TRENCHES 1E55 THAN SOVIET N (MIN.HEIGHT 24-ABOVE LS""Lpo H BACKING Mpl DEPTH SHALL µSO TR EFFECTIVELY PROTECTED WHEN REVISION E%S i.GROUND) + aFE HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED,zD.RR xAx s MENCH SAFETY SYSTEMS TO BE UTILIZED TON THIS ENCE POSTS 1 � +I PROJECT SHALL BE ME RESPONSBIUTY OF T E SILT FENCE CING(MAX.) ; s'Wx. IR'xAv Sa xNW PL,aO ./1 C3`�tx�Itt -� CONTRACTOR AND NOT THE OTY OF GRAPEVINE -- ,I j ,vWk i 13 2. IN ACCORDANCE WITH THE U S.OCCUPATIONAL SAFETY II CURB INLET CONCRETE BLOCK FLOW_ n><R F,tAM Ironax uIu 3'MAX. CONCRETE BLOCK .bAtwx AND HEALTH ERE RED T REG IN T TRENIS.NCHES WHEN EMROYEES ARE REWIRED TO BE IN TRENCHES 4 FEET -s^N0 THE n DEEP OR MORE,S,MUST TE MEANS OF E%I1.SUCH AS A �-..1 WIRE SCREEN CURB INLET 0>18 - _ L_+-V_.�J LADOLR pR STEPS,MUST BE FRONDED AND LOCATED 50 f GRAVEL FILTER L--,� p AS TO REWIRE NOT MORE THAN 25 FEET OF LATERAL 0 ■■ `✓ _ SILT FENCE -- t e '"`5 TRAKL TOE-IN its P2 ulxBLrv.m' i cTMi TM C E TOE N A 3. ME CONTRACTOR SHALL BE REQUIRED TO HAVE A R8-(MIN. SECTION A-A PAVEMENT 6- IN 1,.— ) xOTs. mW""EPPAM`,- p N „Ir TRENCH SAFETY PLAN PREPARED AND SEALED N A ' I 00.-WJ9KJE QAMETER OF%PE ¢EAx xAnrE BACxOLL WIn P.L<tR "" n x, REGISTERED PROFESSIONAL ENGINEER OQNSEO N THE WIRE SCREEN ��y/Jj� X-A GRAVEL FLTER TRENCH(BACKFILLED f - p 1 2.-Ern34' uP SLOE WAus�TRFxp. STAT:OFTEXAS �OUMPACTED) OD 4 2�FOR PIPE> xM yore[SILT FENCE SHOULD BE SECURELY FASTENED '. B7O{ CURB INLET TO BACKING SUPPORT AND POSTS. „ 1 Cax NaR Gen Ca lasTRH , _ �xFa cu°N.W. cua-Dp 03 PROTECTION DETAIL °W,;,AA ® �R0. Loa Hbe: INM GRytura TTKB REC '/FG DAre os SILT FENCE DETAIL o� WATER LINE EMBEDMENT n "P C402 SCAT£:WITS C402 SCALE WITS CMH I. °L 1,rP M.a AaaMR c SECTION C-C OS JAN 2004 , g �nx DL»g>:° I�alac xTs CEh tEiV(W^4r;gNp _FT rRLa P°EPL tRTn"• ���� CONSTRUCTION SECTION B-B 3:ii"'«+wFwv R.E%Poxo EN1a DETAILS MA-z bm Nc Erdr..Y10 I ArdYtxfire 07 CONCRETE APRON SLOPING HEADWALL Soo w.7m at St.Soo Fatw-II,To.-76102 C4o2 «.r'"� Ft—(117)335-5000 =a%(SFI)335-1025 iBREETTa. TH5 SHEET IS NOT 42 ,JO-.ii S A REWCEO PRNi. SCALE ACGG,NNULY � 7 GENERAL NOTES: GRADING NOTES: MATERIALS AND FINISH SCHEDULE: HKS I.VERIFY SITE INFORMATION,INCLUDING PROPERTY LINES,EASEMENTS, 1,ANY EXISTING AND/OR ON-SITE CONDITIONS WHICH VARY FROM BUILDINGS,ROADWAY CURB AND GUTTERS,UTILITIES AND OTTER THOSE SHOLLN ON DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO KE DESCRIPTION DOLOR FINISH REh'iARKS IhffOp•MATION AFF NG ECTI THE SCOPE OF WORK INCLUDED ON THESE THE A77ENTION OF THE LANDSCAPE ARCHITECT, r 1' DRAWINGS. MORE SPECIFIC UTILITY INFORMATION IS INDICATED AV THE 2.ALL GRADING SHALL PROVIDE FOR NATURAL RUNOFF OF WATER GON�iRE'I C FI rl TWOpy OTHER CONSULTANTS DFROM THE THE CIVIL HE CONTRACTOR AND SITE RECORD WITHOUT LOW SPOTS OR POCKETS. FLOW LINES SHALL BE C L,4 RK DRAWINGS AVAILABLE FROM THE OWNER THE GONiR4GTOR SHALL CONTACT THE OWNER AND THE LANDSCAPE ARCHITECT FOR DIRECTION ACCURATELY SET AND SHALL NOT BE LE99 THAN 05%GRADIENT SIDEW,GI.K PAVING NATURAL LKaHT BRLVI� <"rwcK 32'm®PSI,REIlF014'LED ^uT 6H HOW TO PROCEED IF ACTUAL SITE CONDITIONS VARY FROM WHAT 19 O E NOTED. CONTRACTOR SHALL BE CONCRETE,I/4"TOOLED JONTS. IS,MC. SHOU.N ON THE CINL ENGINEERS OR LANDSCAPE ARCHITECTS PLANS. RESPONSIBLE FOR POSITIVE DRAINAGE IN ALL PLANTING AREAS. C.I Is+s MEKMNFY avErvuE Dews.Tx>szo+.+rss 2.THE CONTRACTOR SHALL NOTIFY LOCAL AUTHORITIES AND THE 3.REFER TO THE GENERAL CONDITIONS AND THE TECHNICAL c2InL eManeEe FOR SPECIFICATIONS SECTIONS FOR THE PLACEMENT,COMPACTION, STONE PAVING Tr-zawas s GENERAL CONTRACTOR NECE56 LOCATION OF EXISTING LOCATIONS PRIG GRADING AND TESTING OF ALL FILL MATERIAL. _ sso WEST xrN ST urvIT x3,sunE 3DD UTILITIES. EXCAVATE AS NECESSARY i0 CONFIRM LOCATIONS PRIOR EORrEST 7TH ST UN$Tz23 S UN EXCAVATION.EXCAVATION IN THE NCINI7Y OF UTIL ITIE9 SHALL BE 4.REFER TO CIVIL FOR MASS GRADING FLAGSTONE PAVING X X I V2"OKLAHDI•IA SANDSTONE PAVNR- UNDERTALCEN WITH CARE. S.EXISTING UTILITY 97-RUCTURES ARE TO BE ADJUSTED TO OJ I RANDOM FLAG .l uMoscu[�wCMRecr 3,THE CONTRACTOR BEARS FULL ERESPONSIBILITY FOR THIS WORK. THE PROPOSED FINISHED GRADE. Ewa- PRIOR SHALL VERIFY THE LOCATION OF ALL SITE UTILITIES 6.VERIFY EX1517NG SITE SOIL I5 A MINIMUM OF 5"DEEP MEETING z2II NDRrN LaMaR.sulrE 4aa PRIOR TO BEGINNING EXCAVATION ANY DAMAGE t0 UTILITIES THAT REQUIREMENTS OF SPECIFICATIONS.OTHERWISE IMPORT 501L SIMILAR DALws.r%Ts2aalaeD ARE 70 REMAIN CAUSED BY ANY PERSON,VEHICLE,EQUIPMENT,OR TO EXISIT SITE SOIL TYPE SUCH THAT TOPSOIL SHALL BE A ROPE NG RELATED TO THE EXECUTION OF THE CONTRACT STALL BE ereueruau eraLReze REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OLLNER L MINIMUM QUI 5 IREMEN7.NCHES IN DEPTH.REFERENCE SPECIFICATIONS FOR BROCxETTE DAMS DRAxf INC. 44 N.CENTRAL E%PY,SUITE++00 DALLAs,r%zszw PLANTING NOTES: LAYOUT NOTES: DRAINS umuoe ur+ercer LOONEY 8NEYASSOCIATES BLACK WA ®LACK NOB edI. 11L ADAPTER 3131 UALMEIGNNEYAVENUE,SUITE 3+0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING LAWN DRAIN BASM FOR PVC,DAslµ DRAIN 4 PIPE Dews,T%Tsz04 I. TREE LOCATIONS ARE DIAGRAMMATIC. CONTRACTOR SHALL STAKE TREES i0 REMAIN D-I Elm PER CIVIL FOR wc. OUT ALL INFORMAL TREE LOCATIONS IN FIELD USING COLORED FLAGS Z ALL DIMENSIONS MUST BE VERIFIED ON-SITE AND THE CONTRACTOR 1.1—Mo MINGI ISR FOR EACH DIFFERENT TREE SPECIES FOR REVIEW AND APPROVAL BY 15 RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT OF LANGUGNTINGDESIGNINC. THE LANDSCAPE ARCHITECT PRIOR A T LOCATION LIEA.RESERVES 4sze MEInNNEYAVE-E,S.ITEISE TTE RIGHT 70 ADJUST PLANTS 70 EXACT LOCATION IN FIELD. ANY DISCREPANCIES BEFORE PROCEEDING WITH THE LLIORiC. P ANTER DRAIN BLACK wA BLACX Nos ATRIUM GRATE_ADAPTER DALLAS T%rs2os 7. SHRUB,GROUNDCOVER 4 SEASONAL COLOR BED LAYOUTS SHALL BE 3. ALL DIMENSIONS ARE TAKEN PERPENDICULAR TO WALL,CURB, 4 BASIN PCR PVC FIPE,EA&K DRAIN 4 STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO POE,OR CENTERLINE UNLESS OTHERWISE NOTED. DIMENSIONS D,2 FIFE elm PER CIVIL. EXCAVATION, AT CURB ARE FROM BACK OF CURB. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF 4.VERIFY LOCATIONS OF ALL SITE IMPROVEMENTS INSTALLED CJ I"rE FU RN I TU RE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CAN NOT BE FOLLOWED DUE TO SITE CONDITIONS CONTACT LANDSCAPE BENCH BI-ACK PCWJERCOAT I'--e W 11 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR 70 ADVISE THE LANDecAPE FOR+e LANDSCAPE ARCHITECT OF ANY CONDITION FOUND ON THE SITE ARCHITECT FOR INSTRUCTION PRIOR TO COMMENCING WORK WHICH PROHIBITS INSTALLATION AS SHOWN ON THESE DRAWINGS, B.UIRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. F'I 5. ALL SHRUB,GROUNDGOVER PERENNIAL 4 SEASONAL BEDS 6.PROVIDE EXPANSION JOINTS IN ALL GASES WHERE CONCRETE SHALL HAVE A ONE 4 HALF 11"1"1 INCH MULCH LAYER FLATWON K MEETS VERTICAL STRUCTURES SUCH AS WALLS,CURBS, ASH URN eLA« —.R 4DAT P15—Y AS war+BY LANDSCAPE FOR15 6. REF SHEET L5.0I FOR ALL PLANTING DETAILS. STEPS AND BUILDING OR WHERE CONCRETE ABUTS UTILITY C 2 T EQUIPMENT,LIGHTS,HYDRANTS,VAULTS,BOXES ETC. I— V T. TREES SHALL BE PLANTED A5 LEAST FIVE/5')FEET FROM ANY T. THE SITE BASE INFORMATION,ROADWAY LAYOUT 4 BLDG, UTILITY LINE CURB,OR FIRE CONNECTION AND OUTSIDE ALL LOCATIONS ARE FROM CO'IPUTER BASE DATA SUPPLIED FROM ��„- /I NTI=p �OTS UTILITY EASEMENTS. HKS ARCHITECTS. ,4 R 9. A VISIBILITY TRIANGLE MUST BE PROVIDED AT ALL INTER5ECTIONS, 4g•'DIA POTS CAer STONE to BE SELECTED SHRUBS ARE N07 70 EXCEED 30 INCHES IN HEIGHT,AND TREES P-I SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF NINE l9'1 FEET I WITHIN THE VISIBILITY TRIANGLE. 9. TREES PLANTED ON A SLOPE SHALL NAVE THE EXISTING SOIL - —LINE AT THE AVERAGE GRADE OF SLOPE.t-I 10.ALL PLANT ATER O AL SHALL BE MAINTAINED IN HEALTHY AND y.. E, T• ` 1 0f GROWING CONDITION,CONDITION,AND MUST BE REPLACED WITH PLANT tw MATERIAL OF SIMILAR VARIETY AND 912E IF DAMAGED, AI,DESTROYED,OR BEHOVED, 11, LANDSCAPE AND OPEN AREAS SHALL BE KEPT FREE OF TRASH, LITTER AND WEEDS AT ALL tIMES DURING CONSTRUCTION. 3 IZ LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING, REMOVAL OF MISCELLANEOUS DEBRIS AND ANY ADDITIONAL FILL REQUIRED TO CREATE A SMOOTH CONDITION /V^ PRIOR TO PLANTING IN ALL ARE45. � FINAL GRADING SHALL BE APPROVED BY THE LANDSCAPE GAYLORDENTERTAWMENTGROUP ARCHITECT IN THE FIELD PRIOR TO PLANTING. +Is Eo MIN STREET SUITE 14,ALL QUANTITIES ON THIS PLAN ARE FOR INFORMATION ONLY. (PLANT MEM M,TN 03 SPACING 15 AS INDICATE':' NDICATED ON"PLANT SCHEDULE'UNLESS OTHERWISENOTEDA 17 IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FULL CULINARY NALEISOBCOPE GROUP COVERAGE IN ALL PLANTING AREAS AS SPECIFIED IN THE PLANT E015 COMMERCE DRIVE,SUITE 400 SCHEDULE REMARCS. RVING.T%750S3 15.FROVIDE STEEL HEADER AS INDICATED ON THESE DRAWINGS cuenr 4r ALL GROUND ROVER OR SHRUB AREAS THAT ARE cENTE%CONSTRUCTION COMPANY,INC. ADJACENT TO TURF. INNDN.nN ELowt w Dans.T%rs20I 16.CONTRACTOR SHALL PROVIDE THE PROJECT AGRONOMIST SOIL cr Hexrs wwuLrwxr SAMPLES. A MINIMUM OF TUC SAMPLES FROM EACH DIFFERENT 501L AREA AND FROM EACH IMPORT SOIL SOURCE 15 REQUIRED. 4Bw ERRING VALLEY RD.,SUITE 113 VERIFY APPROPRIATE QUANTITY OF SAMPLES WITH THE LANDSCAPE DALLAS.T%Tsxu ARCHITECT AND A,RONOMIST. SAMPLES SHALL THEN BE TESTED AND!WALTZED FOR AGRICULTURAL SUITABILITY AND FERTILITY BY AN CLIeRT'i GOMWLT�Irt CREDITED 501E TESTING LABORATORY. ANALYSIS STALL MILLS ELECTRICAL CONTRACTORS INCLUDE REVIEW AND COORDINATION WITH SPECIFICATIONS AND 14m E.NAY.m RECOMMENDATIONS FOR SOIL PREPARATION AND BACK FILL MIX. iRENCOR BUILDING,ISTELOOR SUBMIT SOILS ANALYSES TO LANDSCAPE ARCHITECT FOR cRavfvwE,Tx xEml APPROVAL PRIOR TO SOIL PREPARATION. THI5 REQUIREMENT APPLIES TO ALL SOILS AND CONDITIONS WITHIN THIS PROJECT INCLUDING IMPORT SOILS AND ON GRADE SOILS, Ix TERIY R�— FVIE � 11. PLANT MATERIAL SHALL BE MEASURED ACCORDING TO THE LATEST EDITION O:THE TEXAS ASSOCIATION OF NURSERY CT4N1 STANDARDS.SIZE AS SHOWN ON THE PLANTING-SCHEDULE. REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. C ' NOTE: AN AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL REVIswN LANDSCAPE AREAS, OVERSPRAY ONTO WALKS AND DRIVES is PROHIBITED. - ism SCN AM DESIGN L,4ND6G,4f E SHEET INDEX: LO.01 MATERIALS SCHEDULE i NOTES — 4 L1.01 LANDSCAPE GRADING t DRAINAGE - N07 PROVIDED _ L2.01 LAYOUT 4 MATERIALS PLAN -NOT PROVIDED a PRD.IECr NUMBER L3.01 HARDSGAPE DETAILS -NOT PROVIDED 8704 ` L3.02 HARDSGAPE DETAILS -NOT PROVIDED DATE L 4,01 PLANTING PLAN i SCHEDULE Iz.l s.oa L5,01 PL4NTING DETAIL5 sNEEr nnE MATERIALS L&.01 IRRIGATION PLAN -NOT PROVIDED SCHEDULE L1,01 IRRIGATION DETAILS -NOT PROVIDED AND NOTES wl sNEfr No --- -- - _ L0.01 PLANT!NCz 5CNEDULE: _ _ A COrdNICdi NAME/ H� S BYM. COFAyQ1 NAME CAL. HT. SPREAD BALL —ARKS PLANTINGS LEGENp: (` iREEO SHRUB6/HERBACEOJS -' —"—"—' PROPERTY LINE HES PAR LER CAN LERCIa LANADENBIB 3" B'-I®' 4'-b' AB GAL. RILL I MATCHED LIMIT OF WORK aCLAHOMA RED EUD BTRNGHT TANK HE.PAR HEBf'ER/aOE PARNFiORA/ 30" I$" 5 GAL. FULL,3m"OL,TRIANG. RED rUCLq ePgcED ----------- SE STEEL EDGING Ms I'NrlcT IT-Cm MYRICA LERIFERA B'-Im' b' 69 GAL. RILL T HATCHED MIS SIN 1919I r UNNEY AVENUE LLIA%MYRTLE S TT MIN. MI9 aM HIS ING_ T'MI C 0m R" $GAL. RILL,ED OL.,TRIPfK. SETBACK LINE DALLAS TX 7E2011T53 PRO GLq FTLD90PI9 GLANDULOSq/ - IS' 'MORNING LKaHT'HIaCAVTH119 .PACED 20' BIB !-IgTLHED SPECIMENS Ha1EY MESQUITE 2 OR 5 rA.NNCE MYR PJ9 MYRICn RISILL 3m IB" 5 GAL. RILL,5 OL,TRIANG. TREE PROTECTION H TTT AR qIE SHU QIERCW.HIA'IARDII 4 14'-Ib' du.WA%MYRTLE G e'-Im BIB RILL I MgrcHED 8P°�D MYR PUS FENCE Soo wEs'r*H sr ury TZJ.su TE 3A RED OAK 9TRAKWT T121NC FORT WORTH T%16102-t>13 SUE VIR GJEROJB 1-111-Al 4" Id' 8'-Im' BIB RILL I HATCHED GRK%1NDLOVER/LAAN O � IQTY)TREE TYPE LIVE OAK .TRAKaM TRlJK ( LAA GRGAR ARCMR[CT ULM CRP ULt IC6 CRA69iFOLIA/ 4" 14' AL­ BIB RILL I lAl-LED CEDAR ELM STRAIGHT TA1NK ERA CUR ERAGNIG TIS QI !_A I - - - HYDROBEED ERA CUR 22ti NORTH IAMAR,SUITE dA SEEPING LOVE GR4A RIIUCTUIUL!N[IM!!N $Aa KETTE DAMS DRPHE NC. MIXED TO BE D - - GAL. RILL,I.-OL. Csee Name: Glen CUNT TDAL E%PY.SU TE t1A PERENWIAL. TRIAD.BPACED PERENNIAL Care III— : CUoa-oa 41LLns T%T520d MIX LR (W,. IS01 GayNra TTafJ Lot 1,Mock I,OprylaAd AdditiS[ INTERIGN ARCWTlCr 3131 V 8 ASSOCW - -_ 'ALI MCKINNEY AVENUE SUITE 310 C P�AT N00° 30' 03" E) 574, 09' MIS SIN 3 MY_ - DAL AS.T%T60 R GE 3 QUE SHU 3" W 3 QUE V UE ELITE 1. E $E3BAC�C R ERA CUR ;..� -131' -. 3 QUE�lU _ HYDRO5EED 4&2B MUUNNEY AVEN .'TYPICAL ., i Y J HYDRO D aa.3 f TYPICAL 7 I ; II ' t ° 1 ULM CRA - - i ° I ULM CRA— 1 ULM GRA � 5 CER GAjAI� „ I PERENNIALS, aooM $ - MIXED 2 ULM CRA N + Ewe I 2 ULM CRd 2 ULM CRA I I I 1 6 I PRO GLA— - - STAGE . II I TAG I -{ — DANCE %I FLOOR � 1 ,F P GE I 6 -77 1 HE5 PARS O $�R i TYP. a I �; " ; I . O HE5 PAR 100 PARKING SPACES MIXED I. I r h PERENNIALS bYER V TYP. _ I QUE OR CRA CA LON ENTERTANMENT GR��P 1 , ULM 119 SOUTH MAN STREET,SUITE SA 2 ULM CRA 2 ULM CRA 1 _ DY_••9•. - RA MEMPHIs TN 11 O a� p r I 3•CER CAN O+�'\ CULINARY ERS LEDOSc— ORGRouP _� • tI - COMMERCE VE SUITE IA ERA CUR IRVI\ V H_ — _ c , FFIcf •�•• f�a' S , RV NG T%TSO6J l - �._ ° ° .• HYD.ROSEED .TYFI,GAL T ueNr c i I CENTS%CONSTRUCTION COMPANYINC GALLAS T%tt5U201TTH FLOUR S CLIENT$c 5ULr 1 %ITCHEN TORAGE 0 V d6pt SPR NG VALLEY RD..5aTE 11J _ —3 CER CAN ENTRu+cE I.. 0 DULAs.T%Ts2. 2 QUE VIR I ULM CRA— I ULM CRA 1 ULM CRA CUEN re coll$ULrANr s I MLL6 ELECTRICAL CONTRACTORS ._I AE REL 26 y� .y TRENCOR BU LOING.i5T FLOOR G • GRAPEVINE T%TE051 TYP �'I 6 CAL HY ROS ED . ER CU I ,• I ..'' INTER N xEx Ew xL d � \ ;� �IARDSCAPE SF1'F3ACK e^ , tip .,• SO 1' 26' 50" E 468, 47' A. --- _. REVISION A SCHEMATIC DESIGN FREE LOCIII—A-DIAGRM9NATIC.CON'—TOR-1 STAKE 1.A VISIBLL ITV TRIANGLE MIST BE PROVIDED AT ALL INTERBECTIONO. 17 CON,RALTOR SHALL F -IDS THE PR .1 ASRpY-HIST-IL SITE CALCULATIONS W CUP SUBMIT,AL_ O.IT PLL IePORYA-TREE L TI—M FIELD U$ING COLORED FLAGS SHRUBS ARE NOT-EXCEED am INCHES IN HEIGHT.TREE.SHALL 96 SPACES FOR EACH C--NT TREE SPECIE.FOR REVIEW AND 4PPR0'AL BY W VE A MINIMai CLEAR iIRAK HEIGHT OF NINE I'll EEET. SAM'— A MINRMAI CF rYN]SAMPLER FFq'1 EAOH DIFE I- THE LANDSCAPE ARCHITECT PRIOR TO E%CA-11—LA.RE.ER✓Es .ol�AREA AND FRcTE EACH IHPDRr soa BOURITE B REGJIRED 2 HANDICAP ACCESSIBLE SPACES THE RIGHT To AD.xroT PLANT.ro EXACT LOCATION IN FIELD. Im.rREEa PLANTED oN A SLOPE$HALL HAVE THE SOIL arAM AT "RIC APPAJPRInTE 6TITY I bAMPLE.WerT THE E TEScaPE TOTAL SITE AREA-111,475 SF(2.56 ACRES) 2 VAN ACCESSIBLE SPACE --- ,CTCHITECr Ab.EGR?IOMIST.BA^IPLEB SHALL THEN BE TESTED 2..HAIR-,ER 19BY LNAL COLOR BED LArOUTa SHALL BE THE 1-1CaE GRADE 6 SLOPE. AND 6VALYZED FOR AGRk]1LTL A.'.&I?gBILITr AhIAL FE SHALLLITY BY arAKED FOR APPROVAL BY LANDSCAPE ARCNITEcr PRIOR ro n ALL PLANT nnrITa,SHALL BE HANTAMED IN q HE 4 HY AND, °N��°ITS°soa resnl�LnBORnTaRr. l—Cl aHALL TOTAL BUILDING AREA-18,266 SF E%Cnvdilat GRCWRG CproITION,AND MST BE REPLACED WITH PL.WT INCLUDE RENEW AND C:pSFmWATONWITH 9PANDICAT ON9 AND TOTAL 100 SPACES MATERIAL OF.IHLAR VARIETY AND SIZE IF DAMAGED. RECOrrrENDATION9 FOR SOIL PIEPARAT;Lr1 AND BPCK FILL MIX. (16.4%OF SITE) 3.COJTRACTOR IB RE5PpV5iBLE FOR VERIFYIFG LOCATIONS OF BU I'SOILS ANALYSE.TO LANDSCAPE ARCHITECT FOR DEOTI�YED,LR REMOVED. IT IS THifmldm urnmes PRIOR ro cowravcnaN APF 1-T ALL 11.OIL PIffP 11A THIS REauIREMENr PROVIDE 1 TREE PER 400SF OF i d.li 15 THE RESPCN.IBILiTY 6 THE CLNTRAGTOR i0 ADVISE THE R.LANDSCAPE AND OPEN dIffAB-ILL BE KEPT 8E CF rR.A.H °PPLIES TO ALL 901L9 AND CdDITILTb WITWN THIS Pfm.lEer IMPERVIOUS AREA-65,730 SF LANDSCAPE A.RCH�TECT of ANY ca�DmoN Foram w THE BITE LITTER AND ILEEDa AT ALL rTIEB DURIN;cONSTRucnON II.LLw NG IMPORT SO ILA AND cN GRADE soae. REQUIRED INTERIOR PARKING L—PROHIBrs asTALLAnary As$Haw ar THESE DTHE IITS. (59%OF SITE)INCLUDES:BUILDING,PARKING, - AN AI—TIC IRRIGd—.YSTEM SHALL BE FRO`/IDED TO LANDSCAPE AREA Is.LANDSCAPE cc TRdCTOR eHALL BE RE.PON$IBLE FOR F;NE I__TE ALL LArvoacAPE AREAS.O RIBPRAY a+S ETS Afro DRIVES AND SERVICE AREAS. a.au.HAS,GRaemcoVER PERENNIAL ISF.—A-BEDS L TREES REQUIRED=12 — — SHALL HAVE A ONE—ONE HALF lI I/t")INt"J/MULCH LAYER GRA 11 REMOVAL_MBCELLArECU9 DEBRIS_ANY LL,ygLK.IS PRPaIBITED. AD IOC LL RE .RED o C�ArE n$MmrH coNDrcloN TREES PROVIDED=12 RECEIVED v.REF.SHEET La POR 4L PLMlrIYa Dergas. PRIOR ro PLANTING N ALL AIMS B.PLANT MA1 ECIT SHALL BE MEASWffD AND slze°ALcoI®mG ro TOTAL OPEN SPACE AREA-45,745 SF _ xns PRaecT xuLlsER THE LATEST FD 1 OF THE TEx48 99cC PJ CF MPP9ERY - -— e M.FauL 41° T J a Na 5;1 FRa'I ANY GRADIIYa swa,L BE APPROVED BY THE LANDscnPE AN/STANDARDS h OF SITE)..INCLUDES:DINING DECK, ---T.TREES SHALL BE PLANTED AS LEAST FIVE 1111.1 ( ) -" �T PARKING a�oa %( rsIDF ALL ALLwrecr IN THE FIELD PRIOR rO PLANnrYa PROVIDE 1 TREE PER SOLE OF PARK rL rr LINE.cLRa WALK aR PRE ca+EcrlcN AND a m.TOP— -SI INS,n ,I A D,B INCHES w-1*H.soa SHALL PEDESTRIAN WALKS AND LANDSCAPE AREAS. ,uir L rr EASFrIFNrs. ;B ALL ouwT TE.a2 rwa PLAN ARE FOR IlsaafPTloN'ONLY.rPLANr ' PERIMETER. CEMEXK7PRVUWD a SPADING IS da IIJD CATFD ON'PLANT SCHEDULE UNLESS OTHERWISE BE FREE OF S,ONEO ROOTS AND,CLODa NJD ANY OiuER FOREIGry I_ ,�I z. S TREES ovFRHAI�an WALK$AND PARCING SHALL HAVE A Mlwnun T0THE___ MA-ENIAL THAT Ia NST BENPc x FOR PLANT GI—M. aPEca TREES REQUIRED=19 DATE CLEAR TRIM HEIGHT 6 SEVEN lt'J FEET TREES OVERHAY.°BUG COVERAGE N ALL PLANr1YF AREAS 4s AI E FIEDTIN THEY AV L 6yi s W FUB�'c STREET PAVEMENT DRIVE°IxES AND FIB LANES SHALL � ,aL!REMAAcs TREES PROVIDED=20 m PARKING AREA sHEE HAVE A nwll-nn CLEAR rRlwc HEIGHT cF Fo.IRrFEN rla'I FEET PROVIDE 1 TREE PER 30005E OF J o1 os oa w STEEI HE—AS MD GATED ON THESE DRAUINGs i TITLE s d:ALA GI T covER aR.HRue AREAS THAT ARE 46 218 SF NON-VEHICULAR OPEN-SPACE PLANTING PLAN mdD,IACENT TD rUrF. i_, scAPE s�,E�r iN�Ex: . INTERIOR LANDSCAPE REQUIRED 10%_ w" LL L-I PLANTING PLAN,SCHEDULE AND NOTES 41622 SF TREES REQUIRED=15 _ .. _ ® SCHEDULE AND PROVIDED=5,364 SF TREES PROVIDED=36 LOCATION MAP NOTES _ L-2 PLANTING DETAILS o e 16 a2 PLAN NORTH SHEET N. g s SCALE, .w D I �m� � LE 1hfi'=1'Q cxgl nxs,rvc. �-� HKS Case Name: GIaNCOM- CLeeNumber: CUOM-0 LaaNav: ]SBl CLM1,Boekl I'Op,,kONI AdditWR ARexITECT 1I919IMCNINNEY AVENUE DALIAS,T%T5MI-ir53 COWL ENGINEER OLLARS FORT WORTH,TX reTI02i3rr3 RE 300 SHRUB-REF.PLAN FOR TYPE LAWN AREA LMoacAre ARcwTecr SPACING 3/I6"X 4"STEEL EDGING WITH "" GROUP I6"GROUND STAKE 2z1T NORTH LAMnft.suRE s00 FINISH GRADE _ / DnLus.Tx rs20z-Toe0 FINISH GRADE aTRUCTURAL lNOIMEER —3"MULCH LAYER - BROCHETTE DAV S MAKE INC. RIM N.CENTMLEXPY,SUTEt100 N t :, U OnLLAS.T%r520R FERTILIZER TABLETS { - �PLANTING MEDIA 3 ry MTEmGR MCNrteCT _ — OONL-A SOCATES EY AVENUE.SUITE 310 lr DALLAS T%T5200 m x i J SCARIFY SUBGRADE 3" -T��--^ f LI GNT3NG DEENNIER �1 --�EX1571NG SOIL IANO UORnNG OEslcn wo If- i eSzs Mac NNEY AVENUE SUITE+oe 7 1 - DnLLAS T%r5205 EXI5 71NG SUBGRADE q 1 i SHRUB PLANTING �� STEEL EDGING-SECTION NTS J NTS -�IY � .._Q.- TO r.e-�r 4s NOTED \PLANT LOCATION fiYPJ 0 �--_�--------- / -TREE-REF PLANTING PLAN P2� y� GUY CAVERS OVER CABLES / \/ / \ 6";GROUNDGOVER —ROOT BALL „\ �I5"•SHRUBS 45 NOTED HETAL STAKES 1]TOTAL �/w) / UYING CABLES \ / CASE NAME: NOTE: CASE NUMBER: SPACING DIAGRAM REFERS -INSPECTION TUBE-4"DIA LOCATION: TO ALL PLANTING UNLESS PAVING EDGE/BUILDING/ REF.SPEc6 NOTED OTHERWISE. CURB/STEEL EDGING MgyOR SECRETARY TRIANGULAR SPACING-PLAN 5 Mrs �1 TREE STAKING-PLAN I DATE: NTS PLANNING AND ZONING COMMISSIONOIL OWMM —LORD ENTERTAINMENTGROUP 1+9 SOUTH MAIN STREET.SUITE 800 MEMPHIS.TN 18 1 GFIAIRMAN /� oMMeRY cONRULGO E DATE: / uu ARY XALEIDoscoPE caow 6015COMMERCE DRIVE,SURE 600 _f1 ftVING.T%T506� APPROVAL DOES NOT AUTHORIZE ANY WORK _- IN CONFLICT WITH ANY CODES OR l' CEN ORDINANCES." GUT COVERS OVER 3190 NOctNNONR'Trr CONSTRUCTION NY,INC �-�- CABLES!2 on DEPARTMENT OF DEVELOPMENT SERVICES -------(2 C COVERS OVER GABLES �- \\ w.s,ix Ts201 !2 SEPARATE COLLARS) SEPARATE COLLARS) GUYING CABLES CLIENr8 CONSULTANT -- GUYING CABLES \ \------METAL STAKES(2 TOTAL OPLUS VALLEV Ro.sURE 113 T1 T 52RR -METAL STAKES(2 TOTAL) EXCAVATE TREE PIT M IENrEC)CAL TANT 12"AROUND EDGE OF —' TREE-REP PLANTING PLAN TREE-REF.PLANTING sELECTRICnL CONTMcioFs PLAN TROD Huvr.zs ROOT BALL(TYPJ TRENGOR BUILDING,tsr FLOOR \ 2'DIAME7ER MULCH RING 12"MI MIN GRAPEVINE,TX Ta051 \\\1 �AT TREES IN LAWN AREAS I PLAN7ING MATERIAL -REF.PLANS INTERIM RE�I� ONLY PLANTING MATERIAL L 17"MINA REF.PLANS -A DIAMETER MULCH RING v m AT TREES IN LAWN AREAS IY/ pAM -FINIS f3"THICK MULCH LAYER) TREE WATERING H GRADE HED GRADE FINIS m _ OF SLOPED LALLIN Fy PLNiG.OR LAU.N I, CONC.DRIVE --SLOPE BEYOND { 1} {� REv+slory REF.PLANS GUTTER REF.PLANS FOR {:' { 1 SCARIFY PLANTING EDGE CT THE y r {{'': TREE PLANTING PI.(TYPJ III Z REF.CIVIL FINISH {.;{ f 11�.� FF 12.15.03 SCHEMATIC OEscN _ 1 —SCARIFY THE EDGE OF THE 1 T{ 1# ' TREE PL AN7ING PIT(TYp) a+ } cu -_ � Zi ROOT BALL � --ROOT BALL oS OR {•,.{ INSPECTION TUBE 4 DIA. INSPECTION TUBE 4"CIA, _ CUT 1'ABOVE FINISH GRADE z R GAP.REF SPECS. . GUT I"ABOVE FINISH GRADE ! ;: )CAP.REF.SPECS ,III I' {,':•' , {' I^ { {}�MEDIA PLANTING MEDIA -- PLANTING } { — 4"MAX COMPACTED '- MEDIA COMPACTED PLANTING PLANTING MEDIA HxS-EGrNUMBER RECEIVED 8704 1,r-1 1qN a 9 20°a E-E PLANTING @CURB TREE STAKING ON SLOPE SECTION TREE STAKING LAWN SECTION CEN1EXCIPRYLAND �7 NTSNTS �4 NTSNTS 1 NTS SNEETTITLE PLANTING q� DETAILS wg SHEET NO ---- --- -- ------_ - - - - - -- - - L-2 I � — _ HKS - - Csae Name: GWI Cat[ua C.NamLer: .yW Gayb dT rail L't 1, L PI.. dAddiWv rd T Bbe1 O av IN \\ / \ -- `_ • .. "- DALAAS T%]SZII,]S9 M YJNNEY AVE r e / / x UE WEST]TH AT UNIT 23 SUITE�00 Y � � FORT WORTH T%18tU2 M _ • �... 1 fJ+ \� - I 1 - I LNIDECYE�IICNYlE4T 4 . Alt • \/ , — 1• _ U. AI.1TX TA IM I1E dG0 RE TIEEL OIOIMIEII NU��a i W�N I 4144N CENGAVIS SUTTc. o " N, TPAL E%Py.6URE 11W / I • � 1 _ _ -- � - �\ �/ :' ° N N \I 111 - DALLAS T%]52W O EY E LOONEY 6 MCEIT N O A m' {.. ..�W IV O ' m o • Y Y, ASSOCIATES 3131 M°NINNEYAVENUE 6UREJ,O . a-. ^•� % — ^ / — a - - UKL 4.T%]SZIN o iuu �� Aa n Ncl A° W \ • �, L10NTE0 EEDIONER 0 0 1 A 'Q A t b, + lllo :+a 1 O O A i LAIIG LIGHT NG DESIGN INC. ut • b 52B MCN NNEY AVENUE.SUITE tafi 1 • ! - + j{ _ Duos Tx isms I +. a°l „cr. - W, TOo�l ° O1 g No NN No Na Nu No N N° p ..... - �I I o° I N , o (Ju c OP, W 1 W 0 f o` ! \ o0 i v �� • 119SWTENTERTANME SUIT 193WS,MNNSTREET SU TE WO J a MEMPNIS TN 31103 n NATE te� °e t ` u • X - \' _ _ _ - DOSCOPE GROUP rA —DRIVE SUrt£app E y I M M CASE NAME' m No,r%TsosJ --- CASE NUMBER ` LOCATION: CENTTEIT%CONSTRUCTION COMPA,vy.INC. oo Mc%INNON.nH FLOOR DALLAS,T%T52o, � i MAYOR SECRETARY L - w ., A N n. WucErE wxsuLraxr DATE: 4001 SPR,NGVPLIEY RD.,SURE 113 PLANNING AND ZONING COMMISSION pM LAS T%i52dd I_Numeric Sum —Ms—mary - —, ewr —Ms—r Protect:THE POINT REST OPRYLAND SITE LIGHTING LAYOUT HLA#24 0001A2 11! LS EHR��cu coNmACToas .— _ _ _ 1 __ _— T—_._ _ — _ - CHAIRMAN DNAG,sT1— LLabel _ __CalcType Units �Avg Max Min 1-gvgfMm T me in �nENcoR su,L AT GRADE __ .Illuminance I Fc 1`26 4 7 0.5 4_ 1 9 40 DATE: SHEET. - - — -- srEerr REv,Ew ONLY APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR g ORDINANCES. .. DEPARTMENT OF DEVELOPMENT SERVICES 4o Symbol -- �IQ - Label --- -.-.._ .-- Arran ement Lumens ._ LLF Descri tion -- __.—_-_._ __-_.-..__-__ _- Luminalre Schedule I Project.THE POINT REST.-OPRYLAND SITE LIGHTING LAYOUT HLA#24-0001 A2 _ v -- ty— - s p _ _ RECEIVED — -- -- - 4 MX5 ___ SINGLE 23000 _ 0 750 �KIM LIGHTING MATRIUX 250MH TYPE V - - - AN 4 121 s�v 6 MX3S SINGLE 23000 0 750 KIM LIGHTING MATRIUX 250MH TYPE III WlHOUSE-SIDE-SHIELD _ " oa sD E rcoesroN _ _. .. --- _. ...... CENTEJUOPRYi.ANDCUP_...__ _.... Luminaire Location Summary _ K LProject:THE POINT REST_OPRYLAND SITE LIGHTING LAYOUT HLA#24-W01A_2 Yg 1 MX3S 403450.0 29906.53 20:5 0 -- 0 ---- SegNo Label --- -- - �� --- Y-- —�-5 80 nt _ OTIIt og ---, MX3S 403640.E 29992.41 20.5 180 0------- aM r.:.HTI sPRo�Ecr NUMaER Q 3 Mx3S 403643 0 29908 50 20. If 8704 g 4 - Mx3S 403464 7 2998499 20.5 321.649 0 f j DATE w _ —. - - — — --J 15 MX3S 8304 396 2982611 20.5 180 0 ��'lL MX3S -- - -_ 403449 4 j 29821 82 0.5 -- 0- .— 0 —1 I - 01 e.N 1- - — — --- y w� T TITLE 7 MXS - 403513.9 29907.87 20.50 0 LIGHTING AND 8 MXS _ 403573.7 2990857- 20.5 - 0 0 o e s a2 ® PHOTOMETRICS i I F9 — Mx5 403511.P 2982517 20.5 0 O LOCATION MAP L. PLAN .'d3 r'--- - ---- --- --�-- -- SCNf'.,/,e-,'O' NORTH SHEET NO.�403572.0 �29825 39 y20.5 —1 p --_-- p -- PLAN a I E22 BUILDING AREA H K LEVEL ONE(ENCLOSED)-17,717 sf v EXTERIOR DECK-7,907 sf LEVEL TWO(ENCLOSED)-8,414 sf EXTERIOR DECK-3,565 sf TOTAL(ENCLOSED)-26,131 sf oAS=T-x"=11ZUE TOTAL EXTERIOR DECK-11,472 sf CIVIL ENGIN!!N OCCUPANT LOAD :T.--T ni6l a LEVEL ONE(ENCLOSED)-836 DT , 11 aD EXTERIOR DECK-155 LY1NlC!!l ANCMITECT LEVEL TWO(ENCLOSED)-266 sWAGRDw 3311 NENTR I—R,SUUE 400 EXTERIOR DECK-54 Da s.T. TOTAL(ENCLOSED)-1,102 111UCTUNak lMGtNFEN SROCNETTE ENipR DAV190lWtE INc. TOTAL EXTERIOR DECK-209 t CEXPY.SUITEIW MINIMUM PLUMBING FIXTURES REQUIRED ouLAs.TX7— LEVEL ONE-4 wG 4 lay.(FEMALE) NTIN«r! - -4 WC/41ay.(MALE) LooNEra AssoclATEs IN—El—El"VENUE SURE 310— LEVEL TWO-2 wc/2 lay.(FEMALE) D"^'X'p 2 Wc72lay.(MALE) trrrltuoNl Lramne G LIGHTING DESIGN INC. _.. 653E T.EY AVENUE,SUITE DAL tOfi L.AS.TX>SROS NCO' 30'03'W - -574,09' - 0' HARDSCAPE SETBACK _ _ �� `r5.. '' { G°D — 8D� — -- — — g'BUILDING SETBACK \ F -u- • rrr -- ---- #' JEl ` i 1 , 13 1 a • 9 f ll El Lo I 1 1 1o�Z a E3 El G9SO—ID I NSTREETdS } - � r 1 O tt UITE 800 �. IE d ,� 1 (� —PNS,TN 3SI03 -� r 1 -- - _-- ® --_ z CULINARYI—EIDOSCOPEGRDUP ° 1 �_— ! --- --- m • 601 ICOMMERCE DRIVE SUrtE d00 • :mad �J -_ s.. L w� t� � I—. NG TX)50Gt — °° , • • Tr •• "•:f, D q [0 MC ON FLOOR MIY.NC.rma CE CONSTRUCTION LOMP 1g9VP' DALlA9 TX 11.1 4 �'• - CYlNTl COMWLTUIT 1 WJHW 1 4BOt SPRING LEY RD.SUITE 113 � __ 1 coVAL DULrs T%]szdd C MYlNT!LCrNVLTlNr • , •• •_. E ,a00E NWT�IC"L ONTRACTORS TR NGDR RUI DING.,ST FLGDR GRAPEVI.E.TX—1 R-� S' BUILDING SETBACK 1 I NTERIM RE TI E-ONLY - 0' HARDS CAPE SETBACK -------------ova-------^--------------�-------------- _ CRIRIM n II Lae Requmt COW W I,.requeNI.Utrad thr IIppr.,I[pi,.of. S 0 1 O 2 6'5 6"E 4 6 8,4 7' Clf L15(Ord.03 34)for,p)....d rommmrwl renter with the p ,iRII,norege —if sale,aed oa-prembee roasampdon of a r,hoH,beverages(beer,wise,aed REVISION errvcwNwx rol.ed heverages)i.eon)an.ri n with a b-I sod—f-11 realer,wIdt.11,10 8 I amend III,Roor plan end building elevations for the Glass C.rtas reslauret 0t 05 oa CUv SUSMtrtA1 s n (fermerW knows u the Point Restaurant). 3 CASE NAME: `s CASE NUMBER: RECEIVED LOCATION: - - JAN 9 9 M64 y CENTE)KJPRYLAND MA YOR SECRETARY 0 3 LL I DATE: PLANNING AND ZONING COMMISSION 2 C.Nombm Glms CU61-W LRr.dom 1NI G,y Rll Trtll n%s PROJECT NUMBER } w,� CHAIRMAN Lot 1,Blork 1,Opgi,,d.Addidoa 8704 DATE: DATE W i 01.05-04 e w SNP. 'L of ® SITEI E APPROVAL DOES NOT AUTHORIZE ANY WORT( ;j IN CONFLICT W ANY CODES OR 07 SITE PLAN SITE PLAN ORDINANCES. - ? DEPARTMENT OF DEVELOPMENT SERVICES NORTH I ;B of SHEETNO. LLs A0.01 i _ HKS ON PREMISE BEER,WINE 8 MIXED DRINK SALES E��i����� TD 71 STORAGE EXHIBIT Page � of .L.0�P 19191AMNNEYMENUE �� ' DAUAs,rx]smtn]m INTERIOR CONSUMPTION cmLEKOMEEl1 HUIn-20LLARS SX WEST]TH ST UNIT 23.SUtTE 3G0 EXTERIOR CONSUMPTION �,. FORT WORTH.TX]OtU2.11 LAROECE!!ABCNITECT SWA GNWP NOTE:THE ENTIRE SITE IS THE PREMISE 211 NORTH LAMM.SUITE CWDMus.Tx]s2o2-1oB0 BTrIBCTMEILL ENorBEEq BROCKETfE OnvIS ORNfE Nic. aIH N. E GENTRAL EXPY.SUT 1100 ,I _ _._ �.� '. © <•_-- I Deus.Tx]szoa 6�MSOCIATES r 3131 MCX NNEY AVENUE.SUITE 310 O —__ DRE SING DALLAS Tx]520a POSITION- - ___-- -- LANG�IGM�G NINC. STORAGE ---- _ JS28 MCNNNEY AVENUE SUITE 1% DRESSING {.ITr srss __ _ ix]5205 4'rsDEs Ka _ _ j-srr.sns II GREEN ROOM �rrE.sits - ' PLATFORM I V 1. _ ILL I I[•nBs / VIP LOBBY DANCE FLOOR i BAR r I I lOL1NGE ,� I © © ' ow GAY OGRE ENTERTAINMENT 1 _ 11193 TH MAIN STREET,SUITE B00 I MEMPHIS.IN 3Bt03 MAIN FOYER BAR OWNEEY COKwLTArrt f I _ .n CU MY xALEDDSOOPE GRWP SE CO MMERGEDRVE.SUITE<00- *FIDECNa, I IRV NG,TX] 3 I CONSTRUCTIGN ` l HOSTESS — `®, - -�-.. ,: o� � COMEYLT,VIT OMPMY.INC WOMEN MEN '. '. // ALIA9 T%]Sfi srE• �..rrr-s.a r' CLilMTi O O .W HW � .a 1 SPR NG VALLEY RD..SUITE 113 RE AIL O O DALL TX]E2., 0 0 Cue N.mr: Glur C+ I uexrE wxwLTABT c * MILL s ELECTRICAL CONTRACTORS I C+re N+nsGr: CL03Ba O O : p T.or.HOE: I1.1 GAybrd TD.il 14ME.HVff 26 W 1,Black 1,Opr[,Bid Addili0a TRENCOR BUILDING,IST ELDER ' - —- --- GRAPEVINE TX Tiast -",•--- '.."'T` �.�1a O OEF�Ea j/ P `< POSITION! l RECEIVED - - - "" - r.' NTERIM REVIEW ONLY � CLOSET cLDSET __._.._. ': CEME%IOPRVLPND "`""°""•" o os... i CASE NAME: r,amm. .v _MEN MEry.a LOCATION: .v• a.v 4,�e e, a O O REvsw; % SERVICE KITCHEN —` UP SBMTTAL UI . ENTRANCE j.rIE•nnu ,,.SIEORA aE O O MAYOR SECRETARY oT 0 O PR v ANEA DATE: O O }f.E•,,.R I O O J PLANNING AND ZONING COMMISSION CHAIRMAN ---/ DATE: -- - SHEET: 13 OF 1� HIM PRO3EGT NUMBER APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR 8704 Rs Y ORDINANCES. DATE DEPARTMENT OF DEVELOPMENT SERVICES 01-05.04 SHEET TITL u� 01 FIRST FLOOR PLAN FIRST FLOOR PLAN 0 y§A i TIe=1'a SHEET No NORTH a1.01 "" rHKS MT T ON PREMISE BEER,WINE&MIXED DRINK SALES c�� { " N NITFCT STORAGE INC OALtASKNNEY AVENUE TX]SXII-1]5J INTERIOR CONSUMPTION CI_eNalN¢n IN ST 1 H 5a0 T WO]TH sT UNIT 4 sulrE Sao EXTERIOR CONSUMPTION Cvae Neme: GI-C— C FORT woaTH.rx]afB2<]]J ne Number: CU04Pc uNWCAIFI'RCT l.acadov: 1501 G,ylOrd T.0 Swn GROUP Lot 1,Block 1,OpIwII Addklov D�f t NORTn uMnR.SUITE aoo NOTE:THE ENTIRE SITE IS THE PREMISE TX vTNOCTUNAI ENOINFFR BROCHETTE DAMS PY S INC -I D N.LENTRAL EXPY,SUITE„00 TX- - - - --- 3O3 FMcuHNNEY AVENUE SUITE Jfa DALLgs.Tx—I DECK LANGM GHTING DE51GN INC. c.(INNEV AVENUE SUITE t06 DALLAS TX TS]t15 i FM IF I III � t I (T'wf N - �? AV AREA i �' SAGE N:Lcw it Ir - I I I II I r= I - - IPL WNGE GAYLORD ENTERTAINMENT 19 SOUTH MAIN STREET.SUITE W MEMPHIS,TN MIM - 'I', eFLar OYMHI'f CONFOLTANT Y CULINARY` 6p1 OOSCOPE S COMMERCERC E OR VE SUITE TE ilp IRV NG.T%]51C3 by -. cuFart I� ( CEI—X CONSTRUCTION COMPANY.INC �+,M;TO 3IN MCN NNON.—FLOOR OALLAS.iX]52a1 © __ CLOSET WOMEN F MEN CLIFNTF C-1—T O O a. IBOt SPRING VALLEY RD.,SUM 113 0 0 On AB TX M41 FOOD -}Sf O O GP swn MXEFL 6 CONfULTl1AL CONTRACTORSTR F I ELECTR C O Q - THE-OPSUILDING,MSt fST FLOOf1 —VINE. ' TX May 0 POSITION - STORAGE RECEIVED NTEaIN RErlew ONLY a � cerrrexroPRrLANo I. I - \ CASE NAME: CASE NUMBER: LOCATION: aEVISON 3 Raw tlEWA -.! ffi at SOa CUP.... MAYOR SECRETARY DATE: _.. pp 333 PLANNING AND ZONING COMMISSION i it y5Y e DATE:H x r &IEEE. If OF A& HNS PROJECT NUMBER 4 �I APPROVAL DOES NOT AUTHORIZE ANY WORK 8704 IN CONFLICT WITH ANY CODES OR DATE a" ORDINANCES. LL. DEPARTMENT OF DEVELOPMENT SERVICES 01-05-04 SHEET TITLE a� LL 01 SECOND FLOOR PLAN SECOND FLOOR PLAN i! re� ra s "°"n' A1.02 HKS jr NC e 109191Md(T. ,�Ers AVENUE III K,E.ry h M1A5.TX]5201.t)5] cS­E»6InEER 600 WESTLTTH ST UNIT 23,SUITE JW FORT WORTH,TX)6102sT]J 11 EARDl011K IIROXIllCT S GROUP a s 231 t NORTH IAMAR,SUITE d00 _. DALLAS,TX)6202.,gp ___ RTRUCTURRL ENRINEER � Sca �.. 9ruwlNcsua N[TU Nccv sysrer caeR zo wrcr BRGCRETTE DAViS DRAXE WC re:n.s _.- _. --_.. -. _ _ -.. -. _. _ - r uuuq,Ass srsrrw rw. at.it N.CENTRK E%PY SUITE 1100 �_ = DALUS.Tx)520a v LOONEY S ASGOC ATES 3131 N NUE,SUITE J10 ET AVE m rnrvv. _ 1 s rrr DAl1ASKi%)5201 _ IQRf uoMinq ANG rGMNG DESIGN INC B . MCKNN AV MILE,SUITE 1% SIOS- -1 DAIIAs.T%) �l~ ww aws5 LANGL T r 1 - I 1 ' 1 vmvo[ sysr� _ Try - i snNN Case Name: G C UIM Case Nemirer: CUBVBO I,ocatiwR: IMI Gayb1 Trail 1,Bkek 1,Opul-d Additloo 1 --_ 1 [ � ' —mew seaw�ooaPsuo suPwK1 IMaI I _ - ETmc,ura can vnl�rxreRur,s®eR Nmr uv aaw.�R rwu. r � � a 02 SOUTH ELEVATION ra t,-0: GAYLO 19S ENTERTAWMENT 1 s s e z t 19 SOUTIT H MAIN STREET.SUIT[F00 MEMPHIS. SHIG C." Ra TOOnID ECCFE CULINARY KALEIDOSCOPE GROUP 15 COMMERCE DRIVE SURE a00 o IRVING.T%)SIXi3 rreaacus [L mo- u __...- _.. � _'--. ---- -�-�— j cENTEX NrE%CONSTRUCTION comPArrc INC aTaw No sew«erA -. _ _ Roos s.sre»oaoa To _ _-_ 3100 MCX NNON.)fH FLODR ' DALIAS T%)5201 sr:s,.,w -� cuEnra wnauarRrn r1a% I aeol SPRING vuLEv RD.,suHE I13 oEr L cLu _ ePrwsiwF cuoorw Tw. MILL E ECRICA-C NTR M10LL05 EMETR CONTRACTORS _ F T ENCOR D NG,t5T FLOOR GRAPEVINE, i%160Et I - -- — -- --- _-- -�- INTERIM REVIEW ONLY --. � r[eeerr. � Twmnrene ve rvm(va.re - -.. -_ .• rL=ua ere ryeeseewrnen..rismvmrun , evm u.rueewrpumw w�o•+s. 1 G R w1F,00A � _' ' � : `r I'I , I • _ Lxmr lsutr REVISION +F e — - - US a sU"p .,UN,a� -_ —P.NrEONaL�.Mr,N -- aF%rEPaaFI�A KNr CASE NAME: CASE NUMBER: LOCATION: - { MAYOR SECRETARY DATE: 01 WEST ELEVATION PLANNING AND ZONING COMMISSION RECEIVED HKS PRaEGT NUMBER �I JAN 0 9[UDO 8704 CHAIRMAN o ,. C�rt)�Y� DATE s - DATE: IV�G'�+��� 01-05-04 y 11cc y � SWEET.'S�OF� SHEET TITLE LL APPROVAL DOES NOT AUTHORIZE ANYORK ELEVATIONS W a I_ IN CONFLICT"I H ANY Coo OR gg� SOUTH&WEST £9B� CC DEPARTMENT OF DEVELOPMENT SERVICES 2 B SHEET NO. A3.01 HKS TO ' of .�NrtE�T H 18,I INXB,c TX5301 IE EY DALLAS.i%] U-i53 CIVIL ENGINEER HUIiT-].O NE 500 WEST TTH IT UNIT 11,SUITE JOD FORT WORTH,T%]8102<T13 -V LANDSCAPE ARCNITECT SWA GROUP PA,SURE 400 DULAs n XHTsso2l I Root STRLN.TDML PNOIMEER 00.0CKETTE DAVIS�INC. ---.sruovx,scrN NFTu nocr 4144 N.LAS CENTRAL T%t5N4 E%PY,SUITE IUXI u�.euwssB TS.rvP. OAL ` - - _ NTEINOIIf J13t McpNNEY aVENUE.9URE 310 �� DP1LA,3.i%>5264 Fn aarswrn c _-_ IMTERIOM LNINTIMC r eoMDnr L GHT NG DESIGN INC. V X� ~ 4D MC KTNNTEroEN UE.SLIDE LZ % ,08 L-1-TNT 4 T sTEN „ r TT Nn ever-�poorrw - - J _ r Cane Name. Chu Canon Cue N,m D CU04-04 I501 Gaylord TnU Lat I Nlae t 1.(/p"ry nd Addflfoe i I F° L LP No � 1 I r i I R.rro. i 0 /1 NORTH ELEVATION V^ 4 AYx GGO ENTERTNNMENT 1919 S SOUTUT H MAIry STREET,SURE 000 O NNEII'S ' _\ scotuo4nv xTso srasMlel wNuEtur4X P:cWawcs ss rsr[M 0015 CDA CULMpR C OUP COMMERCE DEVSUSW BWING CENTE%CONSTRUCTION COMPANY.INC. / - - 3100 MCN NNON.TM FLOOR t :, " --._-aanrcOlttcnioRF eeRcsmtxr DALLA3.rX 7S 1 1 nwr. - _. _ � �I✓P. ewronr mrw cwrts.rvn W'ELATE CONEVLTANE 3Pft NG VALLEY RO.,SUITE 113 DALLAS,TX_ MILLS ELECTRICAL CONTRACTORS - ! -uuu ans5srsre vmx,owF 1400 E.HWv.]6 _ crasrni-*vvw�c ceI TREND R BUILDING,1ST FLOOR GRAPEmNE TX 7.11 l I oauoR ti 11 - INTERIM REVIEW OXLT Rrvy+n», _ _ � ntinwmm - _- wau OFcx sysrtN �N I _— P: B 1 _ T F L �- I • rctecn 1 I ---- - --- REVISION csr.Kxr lnn Nlm%atvP 01.05.N CUPSUBMRTAL W III CASE NAME: -.-.. CASE NUMBER: --- LOCATION: MAYOR SECRETARY DATE: 01 EAST ELEVATION_ g 3 PLANNING AND ZONING COMMISSION nns PROJECT rvUMBER 8704 DATE p R o -j CHAIRMAN RECEIVED O"S-04 DATE: JAN 0 9 2004 sHEET TITLE LAND ELEVATIONS APPROVAL DOES NOT AUTHORIZE ANY WORK �Y NORTH S EAST IN CONFLICT WITH ANY CODES DR 3'g ORDINANCES. y z DEPARTMENT OF DEVELOPMENT SERVICES ��— SHEET NO. _? ~ A3.02 _ HKS TO Aacemcr HKS,INC. Of INNEYANENVE DALIAS,T%TSA1-1753 HUI R E1161NlEB DG NEST E 0LLAR5 UU WST>Tft Sr UNIT 23,SURE]p0 FORT WORTH, .SUITE IW iX T6+02<r!] A IJ GRO 1 P!AIICNITEtT SWNCRR OAL1A5,TT%HWAA T52U3-1USU SING.lUlYl aMa1M[fll - 4—NC TT;1—EX I.S INC. ' E c N.CENTRAL E%Pv.SUITE t1W DALLAS.T%T52(M IMTEI EYy I S LOON ASSOCIATES N rX NNEY AVENUE,SURE]+U OALLAS,TX]SA6 , —"- _ � `� EM Tw. IKraaroes EMNIINo f LANGLIGHT NGOESIGNINC. t —S MCKINNEY AVENUE,SUITE 1. I r P --- - Cue N. GN.CAetas L C.nRIweT: cueaa ...11 1501 G1➢olu,Bl«k 1,OV,hUNI Aaakiau I I II V H� O`SECTION A owxee CASE NAME: GAYLORD ENTER r CASE NUMBER: 1 is PHIS.MAIn STRE STREEL.swTE Ero LOCATION: MEMPws.IN]e1o3 OMIRIT CONaYLTAKT CULL AN KALEIDOGGOPE GROUP MAYOR SECRETARY 5U15COMMERCE D—SUI— IRVING,Tx 75U53 DATE' cuanr CENTEX CONSTRUCT—COMPPNv,INC PLANNING AND ZONING COMMISSION 'I.-'..ON,1-1— TX 1-1 CHAIRMAN ttllBTa COMa1M1TaMT wJHw CALL.PWG VALLEY Rp.SU TE 1,l _--__ O � -- DATE: � DULAs,rx rasa SNEET.A MILLS ELECTRICAL Cp1TMCTORS t40U E.HWY.]b IN CONFLICT WITH ANY CODES OR TRENGDR BUILDINGfsTFLODR APPROVAL DOES NOT AUTHORIZE ANY WORK _ I III ORDINANCES. GRAPEVINE.T%>msf DEPARTMENT OF DEVELOPMENT SERVICES I 1- � NL I I l TIJREV BAN O 1 KS SECTION 8 s n PROJECT NUMBER 8704 R RECEIVED -IE LL JAN 09:'Ofl4 01-05-04 CENTE)(01'RYL/WD SNEET TITLE 'gx - BUILDING SECTIONS 9a I 3em� > gaSHEET NO. A6.01 HKS 7-...r,..-?; T --2— TO xdL& -z� 'V NHS.NC. �L.r!V 19�t9 MG(NNEYAVENUE 1� ofLAST%]5�o,-,]53 cmL EMBI.EER 500 NEST 7PRS WEST]TH Si UNIT 23,SURE 3J0 FORT WORTH,i%]610]H]]D LANWCYE YCNrreR SWA GRODP D HORTn SURE<ro ouLAs,Tx]5-1sz9z-,o90 BTMMCTMIYL EMOIMEOI BROCHETTE DAMS INC. N.CENTRAL E%P1,Y.S SURE titp DALLAS.T%]520a IRT.Fl.1a LOONEY L ASSOCIATES -I %]E�AVENUE.SUITE I,0 1ErlR10118 L16RTIIq TANG LI DESIGN MC. a539NEY YAVENUE,SMITE iOG %]$ram DKLASAS,N�.T TX'w) Cau Namr: Clap CaNaB U Casr NRmbrr ClIN-Dd W I.,ocatioR: ]SDI GaybrO Trei1 L. 1,Bbek],Oprylaotl Atlditioa C^ � r, T \ FBI - _ - - ti r � f I woworca srsre v�uowc l I WYORD ENTERTAMIMENT Ir 11 119 SOUTH MAN STREET SUIT— IMEMPHS TN.,. - I oil rwsr riaop CUL WARY HAE DOSCOPE GROUP sever e��va E0,5GOMMERGE DRIVE SUITE a00 IRVING,i%]5083 CUExT CEN CONSTRUCTIONGOMPIWY,INC. 9i90 MC%INNON,TTN FLOOR OALLAS,TX]SrO, CLNS- CONSMLTAIIT a3p,SPRING VALLEY RD.,SUITE 113 01 SECTp10N C D—AS.Tx CU—COM.OLT WT LS ELECTRICAL CONTRACTORS W E.HWY.S- RBUILDING,iSi PLOOR i RECEIVED �RA�VInE T-51 IAN U 3 2oN O.NT YLaND NTERIM REVIEW oNL I CASE NAME: ,.u CASE NUMBER LOCATION: - -- - MAYOR SECRETARY NGVISION DATE: w_-CUP suBMITrAL PLANNING AND ZONING COMMISSION S CHAIRMAN DATE: 1Q 1 --- S fEET� OE b APPROVAL DOES NOT AUTHORIZE ANY WORK - e IN CONFLICT WITH ANY CODES OR NnS PROJECT NUMBER 3 ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES 8704 0"5)4 uy I SHEETT— a - BUILDING SECTIONS a`gl S SHEET NO. aw�z A6.02