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ORD 1997-129
TO: SITE PLAN REVIEW COMMITTEE MEMBERS FROM: ALBERT L. TRIPLETT, JR. PLANNER II DATE: MAY 8, 2019 SUBJECT: CONDITIONAL USE REQUEST CU19-14, LOT 1, BLOCK 5, GRAPEVINE MILLS ADDITION RECOMMENDATION Staff recommends the Site Plan Review Committee consider the proposed changes to Conditional Use Request CU97-63 (Ord. 1997-129) approved at the November 18,1997 meeting for a planned commercial center in excess of 1,000,000 square feet of gross leasable space, specifically to expand the building footprint and revise the building elevations, and take any other action necessary. BACKGROUND INFORMATION The City Council at the November 18, 1997 meeting approved Conditional Use Request CU97-63 (Ord. 1997-129) to establish a 3,822 square foot restaurant (Chick-Fil-A) in the Phase 1, outparcel of the Grapevine Mills Planned Commercial Center. With this request the applicant proposes to expand the restaurant 193 square feet from 3,934 square feet to 4,127 square feet. The proposed expansion is located along the southwest building elevation and will allow for more indoor storage. A new fire line vault is being added resulting in the elimination of one parking space adjacent to the south property line. Total parking provided is 47 spaces--44 spaces are required. No additional changes are proposed for the subject site. O:\ZCU\CU 19-14.4sprc f _ GRAPEVINE MILLS BLVD. N. W. SANDY LAKE RD. 121 ZONING CASE HISTORY ZONING CASE HISTORY _ CU98-07(Ord.No.96-40)-Amend the floor plan for alcohol beverage sales at Corner Bake R-1(Phase 1). CU95-36{Ord.No.960$) Establish a planned commercial center over 1,000,000 square feet of g Bakery NOR HPDINr DR. / gross leasable area. 0 d GRAPEVINE CU98-03(Ord. No.96-12)-Amend the floor plan for alcohol beverage sales at American Wilderness GRAPEVILAKE FS ILS Mau / Addendum 96-01(Presolution No.95-34)-Approval of(8)public entryway elevations for (Phase 1). Grapevine Mills Mall. CU98-47(Ord, No.96-118)-Amend the floor plane at Cozymel's(Phase 1). � tXtEEICViEW DR. y Addendum 95-26(Ord.No.96-79)-Amend the site layout.o CU98-48(Ord.No.97-90)-Conditional use request(Mason Jar/M1F s Chop House)for alcoholic beverage a CU97-OS(Ord.No.97-09)-Conditional use request(Sega Gameworks)for alcoholic beverage sales to include beer,wine and mixed beverages(Phase 1). �3 sales to include beer,wine and mixed beverages. W. BETHEI. RD. CU98-48(Ord.No.97-90)-Amend the site layout plan(AMC Theater)to include a canopy adjacent to the 6 SU97-09(Ord. No.97-10)-Special use request skill oriented games in excess of eight machines existing ticket booths(Phase 1). ti and two billiard tables. a / CU98-57(Ord. No.96-130)-Conditional use request(Black-Eyed Pea)for alcoholic beverage sales to / Addendum 97-06(Ord. No.97-11)-Amend the site layout(AMC Theater). include beer,wine and mixed beverages(Phase 1). 121 5200 Buffington Rd. I CU97-13{Ord. No.97-25)-Conditional use request(The American Wilderness Experience)for CU98-59(Ord. No.96-135)-Conditional use request(Sega Gameworks)for alcoholic beverage sales to Atlanta Georgia, ��N�•�•Y MAP �,*�qp alcoholic beverage sates to include beer,wine and mixed beverages. include beer,wine and mixed beverages(Phase 1). 30349-2998 N.T.S. / FYl�y��Q CU97-18(Ord.No.97-40)-Conditional use request(Rainforest Cafe)for alcoholic beverage CU98-79(Ord.No.99-17)-Conditional use request(Amerisuites)for a 125 room 8 story hotel. sales to include beer,wine and mixed beverages. Revisions: 'It J CU98-78(Ord. No.99-15)-Conditional use request(American Wilderness)for alcoholic beverage sales to Cu97-25(Ord. No.97-25)-Conditional use request(Tres Hombres)for alcoholic beverage sales include beer,wine and mixed beverages(Phase 1). Mark Date By I to include beer,wine and mixed beverages. OCU98-79(Ord. No.99-17)-Conditional use request(Sega Gameworks)for the installation of sale counter, N / Rooms To Go y CU97-29(Ord.No.97-56)-Conditional use request for mall signage and an 80 foot game software sales display and one pair of additional doors. vy entertainment globe(Ord.No.97-61). / { CU98-79(Ord.No.99-17)-Conditional use request(Iguana Ameramex)to amend the site layout. WCU97-36(Ord. No.97-72)-Amend the site layout(Michaels). CU99-17(Ord. No. 99-51)-Conditional use request(Jekyll and Hyde)for alcoholic beverage sales to include beer, g ( } � ( � Cu97-39{Ord. No.97-99}-Conditional use request to amend the landscaping plan and provide ,wine and mixed beverages phase Z . Mork Date By ��� 4 three 50 foot,and two 40 foot out-parcel signs. / CU98-79(Ord. No.99-17)-Conditional use request(Cozymel's)to amend the site layout. CU97-40(Ord. No.97-90)-Conditional use request(Chili's Too)for alcoholic beverage sales to �� • , , tttrtltttttttttlltttt g CU99-41 Or ) G (Bennigan's) g , 0 100 200 400 include beer,wine and mixed beverages. (Ord. No.99- -Conditional use requestfor alcoholic beverage sales to include beer, �� • . , wine and mixed beverages(Phase 1). Shops Restaurants J CU97-41(Ord. No.97-91)-Conditional use request(Dick Clark's Restaurants)for alcoholic r ' � beverage sales to include beer,wine and mixed beverages. CU09-37{Ord. No.2009-51}-Conditionaluse equest(Applebee s)for alcoholic beverage sales to include 1"=200' Medical Offices g gMark Date By / Q beer,wine and mixed beverages(Phase 1). f CU97-42(Ord. Na.97-92)-Amend the site Layout(Discount Tire). ' CUI0-32(Ord. No.)-Conditional use request(Applebee's)for alcoholic beverage sales to include beer, CU97-82(Ord.No.97-128)-Conditional use request(Rooms To Go)to amend the site layout wine and mixed beverages(Phase 1). (Phase 1). CU11-08(Ord. No.2011-21)-Conditional use request for on-premise alcoholic beverage sales and ' rhuckE CU97-83(Ord.No.97-129)-Conditional use request(Chick-Fil-A)to amend the site layout consumption for a wine tasting room. / aCieews ' (Phase 1). / V// CU13-19(Ord. No.2014-05)-Conditional use request(Chili's Too)to revise the floor plan. CU97-84(Ord.Na.97-130)-Conditional use request(Baxters Aficionado Collections)for ,,,•. �� © - _ OF off premises consumption of alcoholic beverage(wine only,Phase 1). CU13-35 (Ord. No.2014-05)-Conditional use request(Legoland)for an outdoor splash pad. %Z T .��`a� v i CU97-65(Ord.No.97-147)-Conditional use request(Primacare)to amend the site layout CU13-13 Conditional use request(Chipotle)for use of a drive through and alcoholic beverage sales to i tNffZ. ...............N ffN:Nf f� include beer,wine and mixed beverages.4 (Phase 1}. ges �...BI4YAN M:SUf#GER••,� Michael's ( CU97-75(Ord.No.96-10)- Amend the mall signage plan for out-parcel tenant wall signs(Phase CU15-29 Conditional use request(Round 1)for alcoholic beverage sales to include beer,wine and mixed 'tt' ► 0880, y beverages and skill oriented games. � �•- --. CU97-76(Ord.No.96-11)-Conditional use request(Cozymel's)to amend the site layout{Phase CU15-46 Conditional use request for mall signage. vacant Restaurant 1}' CU15-48 Conditional use request to amend the previously approved site plan of CU05-27 SPRC,CU02-43 ( fsrmedyCorymeJ s CU97-77 Ord.No.96-12)-Amend the floor plan for alcohol beverage sales at Sega Gameworks (Ord.2002-79)for a planned commercial in excess of 1,000,000 square feet of gross leasable space with I { the possession,storage,retail sales and on-premise consumption of alcoholic beverages beer,wine and (Phase 1). P g p p ' g ( mixed beverages),specifically to revise the building elevations,floor plan,allow outside dining and GRAPEVINE C 98-03 rd.N . -1 -Amend the floor plan for alcohol beverage sales a Dick I k' outdoor speakers in conjunction with a restaurant. MILLS MALL 4i U (O o 96 2) A e d p g e t c Car s Restaurants(Phase 1). V Vacant Restaurant CU19-14 Conditional use request to amend the previously approved site plan of CU97-63(Ord. 1997-129) I Q Formerly lden Corral for a planned commercial center in excess of 1,000,000 square feet of gross leasable area,specifically to O j expand the building footprint and revise the building elevations. H Oa �� SITE DATA W � I ����� / TOTAL BLDG. 'T' la z aca tRestaurant LOT SIZE BUILDING DENSITY BUILDING PAVED OPEN SPACE & PAVED PARKING PARKING r PQ " ;D rmeriy I COVERAGE HEIGHT AREA AREA REQUIRED PROVIDED W CR i Lave&War in�>� LOT NUMBER w ;R O Q \ S.F. S.F. % S.F. S.F. - (%) S.F. 1"4 U / APPLEBEE'S-LOT 3,BLOCK 5 62,485 7,189 11.51 22'$" 39,870 15,426-(24.69) 47,059 79 101 E CARENOW-LOT 2,BLOCK 4 23,598 3,855 16.34 25-0" 13,014 6,729-(2852) 16,869 25 25 a a / CHICK-FIL-A EXPANSION-LOT 1,BLOCK 5 53,768 4,127 7.68 25'-0" 32,705 16,936-(31.50) 36,832 44 47 G� 9 / CHIPOTLE MEXICAN GRILL-LOT 2,BLOCK 5 38,898 3,457 8.89 24`-0" 21,977 13,464-(34.61) 25,434 29 42 � MWM CHUCK E.CHEESE'S-LOT 5,BLOCK 2 88,581 11,949 13.51 20'-2" 62,274 14,358-(16.21) 74,223 146 147 W W E COZYMEL'S-LOT 3,BLOCK 3 77,755 9,209 11.84 30'4" 49,481 19,045-(24.50) 58,690 126 126 T k E Guse DISCOUNT TIRE-LOT 1,BLOCK 4 37,346 7,700 20.62 20,170 9,476-(25.37) 27,870 19 27 k v �O / GOLDEN CORRAL-LOT 4,BLOCK 2 85,135 10,345 12.15 59,513 15,277-(17.94) 69,858 126 147 1n GRAPEVINE MILLS MALL-LOT iR,BLOCK 81 5,964,147 1,868,952 31.34 3,494,890 609,305-(10.07) 5,363,842 7,489 8,467 Cq HOMEWOOD SUITES-LOT 611,BLOCK 6 117,495 21,458 18.26 6T-8" 46,605 49,432-(42.07) 68,063 128 128 CQ q�4°o HYATT PLACE-LOT 1,BLOCK 6 108,488 14,011 12.91 57,862 36,615-(33.75) 71,873 126 130 / KINKO'S-LOT 4,BLOCK 4 47,984 6,375 13.29 20,747 20,862-(43.47) 27,122 42 40 n c reNo / LOVE&WAR-LOT 1R,BLOCK 3 104,239 14,713 14.11 62,084 27,442-(26.33) 76,797 96 158 STORE CHAIR KING-LOT 1,BLOCK 2 110,599 26,364 23.84 66,500 17,735-(16.00) 92,864 139 139 ROOMS TO GO-LOT 2,BLOCK 2 184,171 39,870 21.65 25'4" 90,000 54,301-(29.50) 129,870 205 228 SERIES �! BLUE GOOSE-LOT 3,8LOCK 4 53,676 5,903 11.01 21'-11" 33,071 12,054- 22.50 38,980 66 88 / Vacant-formerly / / �` SPRINGHILL SUITES-TR.AR,BLOCK 6 101,244 16,477 16.27 51,682 33,,085-(32.68) 68,159 114 114 ��+ �O Fed-E IGnkos �� STEAK-N-SHAKE-LOT 4,BLOCK 5 54,791 3,884 7.09 33,823 17,084-(31.18) 37,707 45 54 r TOTAL 7,31A AM 4,256,268 979,626-(13.39) 6,332,112 8,918 10,208 SHEET TITLE MASTER / Spring ill Suites / SITE 6y Marriott _ PROPOSED CHICK-FIt-A EXPANSION Plat�lr CITY OF GRAPEVINE `\ SITE PLAN REVIEW COMMITTEE .. I pot . CURRENT ZONING IS"CC" For Permit Mexican COMMUNITY COMMERCIAL DISTRICT APPV'D ��� DENIED oFor Bid oFor Construction NOTES CASE # q a ' �' a� ,lob NO • 013-270 ���TffTflt A p / 1. Conditional use request CU19-14 is a request to amend RVS D ORDIN,�NC� # the previously approved site plan of CU97-63(Ord. Qil Store 00657 Hyatt 1997-129)for a planned commercial center in excess of a DATE J Place ( �6 1,000,000 square feet of gross leasable area,specifically J I Vacant teak'n to expand the building footprint and revise the building PLANNER PT l Date 4 01 19 I I e / �� Homewood field hak 1�1 elevations. Drawn By - RMP Suites by Hilton C? Checked By: BIB I ` ANDERSGIBSONROAD _" - `" CASE NUMBER: CU19-14 Sheet ON BURGER(3 17103 Preston Road,Suite 180N Dallas,Teams 75248 MSP ^ BENGINEERING Office:972.630.3360 Fax:972.630.3380 Civil ~o rl 'u(t a m s TBPE F-12997 If IIIIIIIIIII� �► B4UNDRY CURVE TABLE N N0. RADIUS DELTA ARC CH. BEARING CHORD GRAPEVINE MILLS BLVD. N. W. SANDY LAKE RD. C1 29.00' 84'12'07" 142.62' S 89'44'40" E 38.89' tzt 4 Nz� NORTHPOINT DR. 66 GRAPEVINEQ U GRAPEVINE o �� MILLS LOT 1, BLOCK 1 LAKE Q o � z GRAPEVINE MILLS ADDITION 8p OG 0,10 W a CABINET aA", SLIDE 3718 SHE a P.R.T.C.T. 2A, CREEKVlEW DR. � XS j vi 0 10 20 40 z a Ld 1 =20' W. BETHEL RD. --- / 5200 Boffin tan Rd. . :. . . . ..:. . Atlanta Georgia, 30349-2998 Ex: colvc: PVtin':...: :.;,--- .: . ... :. - : ._ - .. -. : . -.. � :: .:.,_• ::.: :.�- •:.- _•.:-- . :.:_. . .:: --::• '..-: , - :•-:...".:� -, .., . . eves ons R',A _ . ; . s7.5' PU GO- PRODUCTSDate By ark 'PETROLEUM- /.: = VICINITY MAP �uG..ca�rloly:A L UM.COMPANY . .� cGEss�EA �• - :.; .' ..:� .•-::�." - �,.-..-. .: - fT' IGHT--OF- VO -.;: ..< .-:. : -- . .. .. :..:. ..:. .- - ... L. 1.2693 :P - .. ...{5.7.8 .RfGHT--. - . . - � --.. � .. .. . . wA-Y_.EASE6+tENT� . ..�'.:: "-:' . ` :: -�° - �-:f:.:-:: . .._.::. - G. OF „.. o2s1 .•. .�,• ;•. .. WAY). :. :. :. .-�;-.: :-•. _:.-.. : --,.• .1lOL:.:1242s . _ N.T.S. _ -CAB: .A , St:.3 - _ PG. - �t: k / :. coFic,.iyNt,+rr: NOTES LEGEND .. .. ....:,-• - - - 12 ;- .- . 32 -� . , • .. .. -- ...-.-., ; ... -. . . .. . . .. _ _ _ -� / FIRE HYDRANT f. ALL ON-SITE CaNSTRUCTION SNAIL BE NV ACCORDANCE Wl7N CURRENT" _'.., 7 •� - .. .. .: .;,_�_::=�-•._�=»,:._:_:.�:... .•= �-:-..: , : � � .:::j� -:�: "."'•;:� : t SET a CHICK-FlL A SPECIFT�CA170NS AND OR Cl7Y STANDARD SPEC/FlCA77ONS WHJGH Ei�ER _ ... .. = ..• .. ... . . �>-..�,�„ : .. .. .._..._ .- ..../ GHISELED a X" SET IS MORE RE.STPJCTNE Mark Date B S _ - _ CHISELED Xa FOUND y rPAo E8 4 =-- / f° O F.x 3 N 4452'36" E .. `' :' :;:. : _._ ....`:.... . . - ' :•.: ::..: : :_^ "f',' ..:,=-: `.. OFGR. IRON ROD FOUND SIZE AS NOTED 2 f.43 '_ '. / ( ) 2. CONSTRUCTION IN CITY RIGHT--OF-WAYS AND/OR EASEMENT St1AtL BE !N 21 21 < : _ ' DRAINAGE- EASEMENT- .: , ` .,`_ -, :: 0S.I.R. IRON ROD SET (SIZE AS NOTED) ACCORDANCE WITH THE CIWS STANDARD SPEC0CATIONL£ 17 •- - -•-.Ex..s<�Nc:- C1 �� 121T.-9 :,�::�- .: ����.' �..;:--.._- -...GAS. •.:A : SL: 37.19..: :_..; ,.--��'_ . --:. " �:-- :..... h--(�—PP OVERHEAD UTILITY POLE W/ GUY LS EDM OF YAtlLT !�: 34 , _ I : -: . . UE ur UNDERGROUND ELECTRIC OR TELEPHONE 3. PRIOR 70 STARTING CONSTRUCTION, THE CONTRACTOR ShUiLL MAKE CERTAIN THAT 25 Z s f ALL REQUIRED PERMITS'AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION LS _ 19 �' 34 IT- - 21 U. 2SSMH up LIGHT POLE/ : SANITARY SEWER MANHOLE OR FABRlG171ON SHALT BEGIN UNTIL THE CON77?AC7t7R HAS RECEIVED AND _. --— -- 30 34 25• .. ;•' -- THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS AS APPROVED BY ALL -,.._,.._._..—...._......._.— 3O -. LANDSCAPE `''-----. LP S S 34 34 EASEMENT LS ppp / : - . \ O c-0. SAN. SWR. CLEAN OUT OF THE PERMIMNG AUTHORITIES : - VOL 1 i2747, PG. 503 (2) :-., �� I. ; -,`: . ' : :`, : O G.V. GAS VALVE Mark Date B LS 18 -- - - VALVE MINIMUM OF 48 HOURS CE BEFORE --:-ftaM -. O w.v WATER THE CONIR4CTIDR SHALL GIVE 7NE CITY A M NO]7 y ::-• g DUMPSrER °$ °S LP 17 34 / :- \ w TREE BEGINNING EACH PHASE OF CONSTRUCTION. i, ❑ ..� - 7 35 \ 5 THE CONTWTOR /S RESPONSIBLE FOR THE PROTECTION OF ALL EX=NG LMLM 31 : ... QQ MH MANHOLE (TYPE AS NOTED) ES 30 -: : Tt^A0 t� _. DURING THE OONSMUC770M OF THIS PROJECT. . . �Sf'ACES� - .��-� .� .: DEB .- •_.. •:_ � . . .._ -.. _ . . ... - 5 ..'' ®�- sox TRAFFIC SIGNAL BOX P _ � -• ..-��'. . . . �:. --•.�-=•:-:.::::;..:' : : :. - : --. '. =. _ �- � qo :.. -:�'• - . :• . - TRANS. ELECTRIC TRANSFORMER BOX 6. IF CONTRACTOR FINDS A DISCREPANCY WJ7N THE 7DPOGRAPHIC lNFORMA7ION ON h VAULT E SHAM CONTACT THE COASTRUCTTQN MMAG SUPERVISOR . , '...' - .... _ N STEEL TOWER _.... . . . . .. .. •• . . . .•.. :_.- �-- :� .. , � ,.. . . _ .. `: • � � - : -: •. -":::... ., . . t - .�,_:.•-,__.. . QTowER ELECTRIC TRANSMISSIO /: :\ THESE PLANS, H SH ER _ -: ..: I \ IMMEI IATELY. EDC .OF 12 33 : :..' _ 17 �: .-:.. -�:. " • -:. :• -,:.. . - :. _ z,.. .--: •ca._.. �: . �. .. �. . _ ... . ` .-. -..: ..=..:. '= . �-•-• _.-� - �..'- ->.: �:. �--�. .. -. - -:. , . .. . ., -j� � .- SIGN 4 cnsLE UNDERGROUND CABLE MARKER 3a �(.. CONc.:PVMT. 4O .:': _40 :�.` _ :" _-... -., .. _ :... _:-.. .: `= 33 '40 J TB TRAFFIC BOX � - ❑ O 7. ALL M SIa ARE 1n F OF CU BRICK, OR AS OTHERWISE NOTED. ' :. .. �- �-: SHOWN-.� /:;:. . `:' � DI EN NS ACE RQ . . . .... .. ... . .. ..� ��.- .. .. r-- .. 32 -� - -sr �•:..::--` :- ` , -= .. - - - - EM ELECTRIC METER ,,..�e'"►��� 30 .. . -..:. : :. .. _ -- - _ ... .. � REFER TO ARCHITECTL/R4L PLANS FOR EXACT BUILDING DIMENSIONS .. Ex. cDNc. PUMF:- .: . :, / O I .. -. .. : -. -�-:.. -t. ;,: . •. . o GM GAS METER ,« tEi�F rE r ..-. -. : :� .. - J ... ... ..•- .. ...-�. _ 3 ,. ,. -. - - :. . .. _ .. Es I _ L0 LIVE OAK 9. BUILDING IS PARALLEL AND PERPENDICULAR TO THE'SOUINEAST PROPERTY LINE. - 0 13 - 50e 31 .51 :. -:. •. . , .-L. .. . .. . - : :-. •, _ .. _ . . . -._ 49 .- �. .- . � : .' 49 ';:•=•� fO.ALL RADII ARE 2 UNLESS OTHERWISE NOTED. .,t . \\ Ro RED OAK I ..•- :�-.. - . . ... (: . : - -'� .._/ .- BALD CYPRESSfop* ......«............. . LP .. 32 12 _ _ - - � I / �-/ ° f --�� - - _ - - . . LS LANDS l A M.BURGI~R I 3 31 CAPE AREA t 8RY N f .ALL REQUIREM:ETVTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE- - .- � SMALL�EDGE of � 10 fa - — °� �:� -. ' - / � t.................................+ • 30 =� '�' --:.:--- Ex. CONC. 4 ... .. :. �. .. - : � :.: .:` _ _ - - _ BE MET DURING AVE CONSTRtlCAON PERIOD t0880 41 I --... . a'R EX :GONG. ;. :_ . : .. ` : . .•�--- - �. :.:. � �' -- .:. . .-:.. _ .. :.. 3 .-.._ .: . ._ Ex.:coNc.: 2 :: -__ . .. . . �-:- : - .27 :\ :=. ::••.'�.: : '..:_:-.: -.::� :.- 31 - =_ ---.— _-•- I . .. RAMP \ - t � RAMP I I � _:.�-,•_ ..�� � ,�. - 4 f SITE DATA ,. Y - .01 — .. _ - - .._ I n o ., . _ . . (COMMUNITY ECA)7 Q1- , EDGE of :' - ti :. '.:. ...'- .. I u� �-'-'. I - iti: :_.: - LOT AREA; 1. 1 ACRES CONST--.:•6`�.'= .._ >c_ = 21 - Ex. SwK. - - _.:_..o : •. -•: - - = vy °S _ }-. ::: .. 234 ES (5.�.76& SF.) .- .- .- .. �� :•.. . � .. _ - -- +.► 2 _ 9 OUTDOOR 37 ' PROPOSED USE- DINE IN & DRIVE THRU RESTAURANT LP iL LOT 2, BLOCK 5 :. Q-:.;: :�'. : a,FLUME-, 1 7 IS 5 z `. ...:. a :-3. ` ..:. :.,:.1: 4... ..-.,. _. pp. _ . .. ,. "). - _ SPENCER � _ . _ - vx: .-•: I——— .��J ". GRAPEVINE MILLS ADDITION - - _ . c�. : -:- •�m.-- -I -. �: _= o Z - -�-•�x:.-:;�-•-�`',-� .-U, ;. - w ^ .. � �'I• - � EX. BUILDING AREA: 3,934 S.F. CABINET A . SLIDE 5180 - �� � X. ¢ �� p. ::.k I: , PRO . BUILDING EXPANSKIN.• f93 S.F. P.R.T.C.T. - �'... ::.". z � � a � t.: ; ':=:.-: Ii7TAL BUILDING AREA: 4.127 &F. _ -A ,� to. "( 1, Cp. ,_ - - -,, 35 p .•- M�`: ' .,�- •z. : : ::N � I-:. . - �... .. _ _ - _ �_-: .. ad :'- '_ -� .. ::•:---� FAR.: 0.077.•1 16 0 = . M SERIES 97-100 Jo PARKING REQUIRED: f SPACE FOR EVERY 3 OCCUPANTS F..q 31 32 45 �` -. - . . '��-� x . - :.,:�' . . - � _:` `•- 91', ..- .is m 9 MODIFIED - , - - � . .. ..- -: -'. .. o > � ` :-. .. ..'��` :•-..._ - . .•� -.�,,.-:- - to 7.� _.: 9 LS -.. .- (MODIFIED) - -. '� .:. .: _ MAXIMUM OCGUPAN�,AaCULATiONS: UNDER MAXIMUM OCCUPANCY U : 21 32 24 47 PARKING SPACES - - - � - - _ `�' _ -_:_.�, ,;_�..-.;"�. Q _ .- —. I-'�. v. - °:'�"� _ - �•�� - _ .. y:-.:;. - _ 13213 = 44 SPACES 1�1 -_� F.F. - f - EXE42CISE AREA 78 S.F. 6 _ 552.17 EDGE of _ 2 . . .._� .. :.��.::'3O � ':.- `":: 3a . . • :.:• a .- .. - g 22 Ex. sw+c. � 30• -..-••.-:.:.-:� -. :-' �".. .�. DINING � = PARKING iPROVlD£D: 47 SPACES 3 H.C. D N NG AREA 1.310 S.F/15 87 ( ) - .. ..•.:.: . ::- - : -.35 . � ", -..-- ;:•-: . _ --:.-; ::. : :. :••���'•.� 22 EDC� OF 47 9 47 10 - � - .. .. 31 --. ..::. =: -:. GIRDER AREA = � 31 � W.._.. �. -.. •: . :: -- - -. _ - - - _ . . S.F./5 BUILDING HEIGHT: 25 (1 STORY) A :. .- :.. EX SWK. N 47 �.Q :_ _ . s 1 a ' 25 � ` . . . .- -I - • '4S .. .. - - - - _ KITCHEN/SERVICE 1,458 S.F.j2oo 7 M,.y � W E-+ :I::`,: .: : -... .:_• ,. ...'=:=:,. EXs CONC. owic. :- =. :. N 1 EX. LANDSCAPE AREA f6875 SF. 31.39AC A v� BUSINESS AREAS 58 5.F/100 t ) — _ AREA. 50 . - �.. .. ... .. `- � �_.oF _ -. . .. _. 132 OCCUPANTS PROP LANDSCAPE 2 f :' - :Ex 21 PROP. PAVED AREA: 32 705 S.F. 60.83X 33 1 p cpac �- t ) LP : 26 2 f 28 32 32 48 . _ . -_ . . . - - � _ _ � LS 35 I. 22. _ a - :: •.. .:._ : ._ LANDSCAPE tSLAND t `t7 :U :. PAINTED TRAFFIC ARROW NOT USED 2T EX. G W - -`-:.I..... - tp t ) FLAG POLE 3a 12 ❑ :.FOR�DE?�CTOR � 30 : - f GONG PVVAIT': :. �--t - CHECK & =- o : 2 DRNE THRU S1RlP1NG Nor USED)--•�:-- :'•--:. - .. -. ... .. -�: -. .- - .,_ . . - - - .-- t ) EX f7RE LANE STRIPING (NOT ) _ 32-. ❑ Z8 No USEO Q 32 -•I- ... . .. EX STOP BAR 29 EX BDLLRI4D - 2O DRAINAGE EASEMENT ^ 45 ❑ w srMfr I . . :` : 5 i=x coNc.. : 5 En z 4 PAINTED HANDICAP PARKING SMBOL NOT USED 3Q EX. TRAFFIC ARROW GAS. "A", SL. 3889 ©. �.... � ._� ::. :.� :. ..:.:-`.:��� -`: - `. •-"-:_. -`�. - -< . � . : �.� -: .....-.. . ,. Q�'..•�:,�::..: -:: .:,.:\. ...-�.. �• :.�. ,•..` -.. - +� .. • •: o_•: ...: .. • . .. - ❑ t ) ❑ Qi � xt c�t _ _ :._...., .. . : .' �9 SPACES ®. .25'•.BUiLflING SETBACK .-, ::.• 6 .• �� : � . C 7 _ 5❑ PARKING STALLS / 4' PAINTED STRIPE (WHITE - 2 COLTS) 3f EY STRIPING W E I AB "AaAa -SL 2 18 35 - - ska ," DIRECTIONAL SIGN c Nor USED 32 MATCH EX. CONCRETE PAVEMENT "" z sP FL LIME 7- ❑ t ) . 41— c - LS t .. �p - /N7EGRAL CONCRETE CURB 33 EX. PAINTED STRIPE Cq 15' LANDSCAPE EASEMENT _ "• -- . �.•• f. 32 ! tp S�tH 20' UTILITY EASEMENT �� - .-.. � : _ 8 a » � EX. D/R 17 LS �VOL. 112747, PG. 503 20' UTILITY EASEMENT =:. ._ .. 21 21 S LS 4d° VOL 12139, PG. 1257 0 : . ❑ CURBED RAMP A FLARED SIDES ❑ EC ONAL SIGl16AGE 30 - LS 00 B 15 LANDSCAPE EASEMENT a VOL. 12139, PG. 1257 - I'..• .: 34 VOL. 112747, PG. 503 B" SHORT FL4RED SIDES 35 EX. LIGHT POLE 0 7YPrAL SIDEWALK DETAIL 36 (Nor tlSED) s 4r2><'o�� w — 234.ao' - . . _ .. . - STORE =: WVO OWV VAULT 10 SIDEWALK AL>v64OENT TO CURB 37 EX DRNE THRU STRIPING _. VAULT SERIES :- .. . . .- STRIPING : . .-- :. .. .:... :..: .. ... .. . . :.. -.•..-: . .:. . - - - . EMo .. . . , - SIGN (NOT USED) . EX CH C FI 11 ... .� fEXJT EM - 38 ENTER ED .. : . .- :. . . . .. .. . . . . . : ... ... . . _ . . . . . . _. - - - - _ _ - - - . PAVEMENT 7 1 00 . CONCRETE AULT O 1 2 9 _ _ _ ❑ 39 REMOTE F.D.C. LOCATION 1' : ❑ N1LT - ._ - - MENU WARD ORDERING STATION . EX tIi4NDICAP SYMBOL. _ SHEET TITLE .. . . . :.• - - -• - . . ... .. . . .. .. . . . . .. - - - : .. . _. - ... ..- .. :. -:� : ._ .... .. . . ..._ _ _ caNTRACT70N Jot SHEET c EX uvLET f4 Nr sEF s -- -C�T6�lE 4f -::CTY.OF-CRAP ' a f5 COWMUC7ON JOINT SEE SHEET C-S -.. _. .. . .::.. - .. - ... ..:.. .• . . . . . - _.. .. . - .. .:. . ...-. ::-:._ :.. :_ - . . .. . . S��'E-t'tAN:REV€�1lV C�3�iiL91TTEE ❑ :. . .; - �:•: •. :. . .- :. .- .. �: :... .,: ..; .. - . - ,. . . _ - ._ . _ .. . . END CURB O BLDa 42 A"Y -; ." NO � - - ;,: ..: �..: 1S GREASE TRAP. PIAN SITE ' :._ :... :::`; _: :..: '- : :._. -.��' �: 43 NOT USED) : ....:..:.... ..•: EX;.:CONC::PVfrfT: :..: - : . 0 Ex: caNc.: tT . < - -: . ;: . : ..ram I). HIED ❑ t ) f7 PAD MOUNTED 7RANSFORMER .. .. . .:.- . ...,. •;,-- •. . -.. - -. ._. :... .-•.:.•- .,� . .. �.:. - __ - - - - _ 44 DC. ONE WAY ONLY STRIPING : .. .. ;-_ VARIAB WIDTH. RIGHT .OF . _ ...- ❑( trE WAY) • :... ,. . EX DUM .=- .... . ...:... ..... .. ... .. -. _ •. -. ,.: :. . . .. - . -_ - - . ... _. _ ... � . . � - - - - sT oRAGE AREA / ONARY SICREENING ..: .: .. . . ., .. . . _.__.._ .. , _:. .:...-: ... ". .: ... . :..- -• - . ... . . ::. :. ..., - . . .. -: ..--: •. .. - - _ . . - AtA !PING f8 PS1FR W MAS .. - • . .._ : .- .. ... •.. -,... :-.: .: . . .. .. .: . . . _ - . .. - - - - . . . . - - . _ EX. SHARID MONUMENT SIGN 19 .. ••:. . .. - � : .. �. =: �. . .. �:.. ._:- . .- .: _.. ... . . . . EF. PLANS ... . .. - _. . :.. : :- . . • . . , .. . - : . . . . . . _ - Perm 4S DRIVE 7r�lRu MEAL �:zlvERr CANOPY (R For -r,� . .., BY tANE SUPPLY, INC. FOR DEIAJLS CHICK-FIL- ) it , .20 A lilA/N ENTRY RAMP NOT USED ❑ ❑ t ) For Bid 47 CANOPY' COLUMN (REF. PLANS BY LANE SUPPLY 1NC. ❑ ' :. � _.'. 21 MATCH LOCATION & ELEVATION OF EX. CONCRETE CURB FOR DETacs) CONTT?AC7OR 7n REMOVE dt REPLACE For Construction EX. SIDEWALK, CURB & PAVING AS NECESSARY FOR-• AGiTCH Ex. CO/VCREIF SIDEWALK COLUMN INSTALLATION Job No. : 013-270 270 231 WHEEL STOP (NOT USED) M 4' DASH PAINTED STRIPE (1 a' L o 54 aC.) Store00657 24 fX GAS METER LOCATION (WHITE 2 COATS') 49 DRIVE THRU ORDERING CANOPY (REF. PLANS Date ; 4 01 19 25 ADJUST EX. LANDSCAPJNG do /RRlGA770N BY LANE SUPPLY, INC. FOR DETAILS) OWNER: APPUGAN'I` ENGINEER: NOTE: 26 PIPE BOLLARD 50 CLE ARANCE BAR (REF SIGN PLAN) Drawn By : RMP CHICK-FIL-A, INC. BURGER ENGINEERING, LLC Checked By: BBB 5200 BUFFiNGTON ROAD 17103 PRESTON ROAD, SUITE 18ON Conditional use request CU19-14 Is a request to amend ATLANTA, GEORGIA 30349 TEXAS REGISTERED ENGINEERING FIRM F-12997 the previously approved site plan of CU97-63 (Ord. CASE NUMBER: CU19-'14 Sheet 97-1 1929)for a planned commercial center in excess of a PHONE: (404) 765-8000 DALLAS, TEXAS 75248 197-1 square feet of gross leasable area,specifically BENCH �^+ CONTACT: PATRICK THOMPSON PHONE: (972) 630-3360 to expand the building footprint and revise the building � U R�..T E R ! elevations. S1E BEIiCH1EARK: CENTER OF AN INLET MANHOLE LID LOCATED 17103 Preston Road,Suite 18{3N � CONTACT. BRYAN M. BURGER, P.E. IN THE STATE HIGHWAY NO. 26 RIGHT-OF-WAY, 2 FEET DUE Dallas,Tetras 75248 C3 SOUTHWEST OF THE MOST SOUTHERN CORNER OF THE SUBJECT PROPERTY. ENGINEERING Office:972.630.3360 Fax:972.630.3380 TBPE F-12997 ELEVATION = 649.39' Civil c o 6 u t a wa i s --Existing Turf t� SITE DA TA ZONING: CC (COMMUNIY COMMERCIAL) GRAPEVINE MILLS BLVD. N. W. SANDY LAKE RD. LOT AREA: 1.2341 ACRES (53,768 S F.) PROPOSED USE: DINE IN A: DRNE THRU RESTAURANT 121 EX BUILDING AREA: 3,934 S.F. PROP. BUILDING EXPANSION.• 193 S F. N i NOR111POINr DR. TOTAL BUILDING AREA: 4.127 S.f. "r FAR.: 0.077.1 GRAPEVINE 69 1 PARKING REWIRED: I SPACE FOR EVERY 3 OCCUPANTS LAKE } Z MALL aztj 82 - UNDER MAXIMUM OCCUPANCY t" 132/3 a 44 SPACES �- SITE CITY OF GRAPE/Ii= PARKING PROVIDED: 47 SPACES (3 H,C.) w CREEKVIEW DR. `= SITE PLAN! F�EViE'�V COI�IIl�1iTTEE BUILDING HErGHr: 2s' {1 sroRY) EX LANDSCAPE AREA 16,875 S.F. (31.39x) l�r'�-PV'D `© D E N I E D PROP. LANDSCAPE AREA 16.936 SF (31.50X) U tt C Pf p 9 C` , t Q « PROP? PAVED AREA 32,705 S.F. (60.83X) Z G S E ri u 'l W. BMEL RD. EN'S'D 03 Di9� i CE .,�4 �a 5200 Buffington Rd. LOT 1 `�� Atlanta Georgia, LOT 1, BLOCK 1 �J l 30349--2998 GRAPEVINE MILLS ADDITION DATE CABINET "n:, su��E :�;�18 �- J ReVIS10C15: P_R_T.C.T. PLANNIEB 12f ` - - - --- - - - - - - - - - - VICINITY MAP Mork Date By - - - - - _ - ^ - - - - - - N.T.S. L_:'� 4/23/19 BCC - - - - - - LANDSCAPE TABULATIONS PROPOSED PLANT UST CityComments . - --I- - - _._. - - - _..-- _.._ _.. - - - - _...- - A TREES - -- SITE TREE REQUIREMENTS _ _-- - QTY. ---TYPE COMMON NAME BOTANICAL NAME ---- SIZE---------REMARKS --- Requirements: (1)tree,3"cal.min.,per 4,000 s•f,of Mark Date B lot area: 53,768 s.f. I \ 1 CE Cedar Elm Ufmus crassrfolia 3 cal container grown,15'ht.,5'spread min.,5'dear trunk y - N _ _ A ��-Ex. CONC. �v�,t r.- '� � P L_ � � I� Required Provided SHRUBS ��! { 13 trees,3"cal. QTY. TYPE COMMON NAME BOTANICAL NAME SIZE REMARKS ___._._ _..-_.._ �� / ( } (36)trees,3'cal.min. -- -- - ----���_. �. �5G' C1TGOr��?r,,.. \57.5 PUE31 G COA�MGN A.CC`tss EaSEr�it=Nl. �5% ` LICTS PEjR``LEUM COMPANYSTREET REQUIREMENTS 5 DBH Dwarf Burford Holly llexcomuta'Burfordn' 3gal. container grown,full plant specimen,36'o.c. RfGHT--CF-�;AYI RIGHT -rYF WAY E�+sEr�iEr�r \ VOL. 12693,", PG. 0291 VOL. 124 2 \\ /I Requirements: (1)tree,3"cal.min.,per 501.f,of frontage 15 GSN Gulf Stream Nandina Nandina domestics Guff Stream' 3 gal. container grown,full plant specimen,36"o.c. Limit of Lawn Repair CAB �I- �j1� GROUNDCOVERs _ Mark Date By -- - -- _ __ - - -- - - - - - - - - - 3 2 / GRAPEVINE MILLS CIRCLE. (120.97 i.f.) TYPE COMMON NAME --BOTANICAL NAME-�-Y_- SIZE REMARKS -- -___- - - - - ELO ELO -Lx. CONC. PVM r--� / Required Provided QTM'- - - - _..._ -- _... _ - .� (2)trees (5)trees,3'cat.min. --------- - -- _ �_ Existing Turf - - - -` _ - 151 AJ Asian Jasmine Trachekrspemlum asiaticum 4"pots container,(3)12"runners min.17 o.e. - Z4 - - -' "- - - - --- - - - 1 Common Bermudagrass Cynodon dadyk�n roll sod solid sod,refer to notes "�` ( _ _ - Ek. DGhc. N 48° - - - - - ._.•. _ - - - --. -- _ - / GRIDIRON WAY. (119.081.f.) " r:;: .. ?>: ;. ;,;::..:::::::::.::.;:.,:.::.:._:..-.. eav 09 - - - - - __- Required Y-..,Sz-: •- .-.•. ..-...-4............ ... E _ - eq Provided . . 1 . 1 I . Contractor b y al- NOTE: Plant bidders Co tract shallquantities'la t kst is an aid to d on o AD i and I � 2n n. heights a spreads are Y.9P� P 7 w - 1 r 2 trees n ! min.i. L _ JEty N I 5 trees 3 cal. _ 'n Turf E Existing u s - ) ••,'.+.t .-".,.,,..:.- - _ - . . � •'Tt' 9 ---�- minimums. AN plant material shall met or exceed remarks as indicated. All trees to have straight trunks and be matching EDGE �. �' -- CAEK "A", S L. 3 719 / within varieties. EX. C NC. STATE HIGHWAY No.26 (234.80 Lf.) Provided i` LS - u _ 7 _ > LS . •• "'--- i / Required -- _ - - -_ - __ - ( ENRS - �5'' <aiIuSCA L� ��N _ ' sc TREE LS' QTY. TYPE COMMON NAME BOTANlCALNAME SIZEERO _ o - P LOT y �. I PARKING L y \ I Requirement: All parking spaces must be located _ - _ _- 14 EBC Existing Bald Cypress Taxodium distichum varies m � T - within 120'of large canopy tree,3"cal,minimum ( s �. SPA:ES / 4 ECE Existing Cedar Elm Ulmus Americana varies ' L / Provided 8 ELO Existing Live Oak Quercus virginiana varies ttng Turf _ LS / /\ 10 ERO Existing Red Oak Quercus shumardii varies 7 6 DESIGN REQUIREMENTS �TF '( P Bs _ _ O F i ( �O EDGL Of--� 3 / Requirements: Each site shall c=*with at least two QTY. TYPE COMIVIOIV NAME BOTANICAL NAME---- SIZE -- _ __....._._ 23.19 i -EX, CONC. PVM T_ _ EX. C._NC. \. -/ / design requirements in Section 51A-10.126 -- ----- -. - _..------._._ -- I O DBH 121 g eq --- - f I z m EDBH LS / / 190 EDBH Existing Dwarf Burford Holly flex comuta Burfordt varies j t ( Q 1 6 Ex_ CONC. PVMT_-- 9 t PARKING LOT SCREEN:36"HT. CE EDBH 10 EDBH / / 9 GGH Existing Gulf Green Hawes Rhaphiolepis umbelfata'Gulf Green' varies ^� 13 EIH Existing Nellie R.Stevens Holly Ilex x'Nellie R.Stevens' varies ( . EDGE c i EpgH 1 1 y's / I STREET BUFFER: (1)large tree and(3)large evergreen shrubs I Ex. CONC. per 50 I f ELO ERO �"l- ! / _ GROUNt)COVERS LS S-FDG GF- - U --- - _......-- --._-- - - -- -- -- QTY. TYPE COMMON NAME -BOTANICAL NAME SIZE l--�-`- -- -- ----` _' -. 1 I I � '.r / LANDSCAPE NOTES W 7.5'I t'R f f f EAJ ) ( 77 EAJ Existing Asian Jasmine Trachelospermum asiaticum varies Z ( [ j- 1. Contractor shall verify all existing and proposed site elements W © W i - I E CONC. \ ,R a LX�;eF c. d ' .\ oo and notify Architect of any discrepancies. Survey data of - t-� ~ Z 2 i Existing Turf ( 4, 7! '- - - -J F, '' EGGH I i < existing conditions was supplied by others. MAINTENANCE NOTES DEMOLITION NOTES 0-+ w ,/ co c ECE �C ao ` W �-•- I tV I a .: ��� ,; I « i 1. The Owner,tenant and their agent if any,shall be jointly and W H CONS T I �' E n E O �rvk % v ,, Ur -. •' =i 2. Contractor shall fixate all existing underground utilities and � q I Ex svK. r ,- severally responsible for the maintenance of all landscape. ?. Provide demolition,salvage and protection of existing structures, TARCT A o f-�c Jt iE ) ,� i f < no*Archded of any conflict& Contractor shall exercise W N i :� a, nx�(.K L - surfaces and trees as shown on the drawings. LOT 2, BLOCK 5 Ft ( *Xa z SPF-AKER L, ,,-.--- _ a caution when working in the vicinity of underground utilities. �+ GRAPEVINE MILLS ADDITION � � ( ? m ��, � z � fl- w � � 2 Alllandscapeshatlbemaintainedinaneatandorderlymanneratal! a U � � CALSNET "A" SLIDE 5 80 s ``' '` = " 2. Before submitting proposal visit and examine site to determine actual a to �} I r - I �� times This shall include mowing,edging pruning,ferti' ' , I m DRIVE � 1 3- Contractoris responsible forobtaining all required/andscape F,.a Z P.R-T.C.T �' -} I -- z % o ,,� watering,weeding and other such activities common to landscape nature and scope of demolition and salvage work. Claims for extra I-+ a y i W In 1 R ,1 ,� 131 T H R U .. 0 = and irrigation permits. maintenance. compensation on account of additional tabor materials or equipment `,2, = SERIES 97-100 ci required for difficulties encountered in demolition and salvage will not r�a C7 O 15 (M OD I F!ED) o > I r� I� 4. Contractor to provide a minimum 2%slope away from all 3. All landscape areas shall be kept free of trash,litter,weds and be recognized w - structures. Q GSN 48 PARKING SPACES - other such material or plants not part of this plan. Z W >-I F-f. _ ±552.17 EDGE or � LS � (r� � 3. Prior to demo,disconnect and cap off utilities and service lines not �+ � � E-+ � NI- I � v t4' Ex_ SWK. `J 5. All planting beds and lawn areas to be separated by steel �► �.,.� r...f xistittg Tu ( EDP_ - 20 T Q'! edging. No steel to be installed adjacent to sidewalks or 4. All plant material shah be maintained in a healthy and growing required for new construction in accordance with requirements of a r,> 2 k s4va:. AJ condition as is appropriate for the season of the year. governing authorities ordinances and regulations. a W ERO 1 \� ( `� Ex. >Nc. SDwI<. curbs. ( '-I S.• EX CGNC.-f _ �� I ' K EDcC or 6. All landscape areas to be 100'�irrigated with an 5. All Plant material which dies shall be replaced with plant material of 4. Erect necessary barricades,storing and protective measures as Ex. CONC. I equal or better value. required L_-_.-- -._--.--- _.. - .._._ � underground automatic irrigation system and shall include �► ,..c E-S E-.t tQ I rain and freeze sensors 6. Contractor shall rovide separate bid sal for one is 5 Materials and debris resulting from demolition ions become the - • • L ( - L • •• - - •� . .- - -• p Pa P� y� 9 operations ( 7. Alt lawn areas to be Solid Sod Bermudagrass,unfess maintenance to begin after final acceptance. property of the Contractor. Please remove from site. � otherwise noted on the drawings. 6. Remove pavements,and structures to the de of their sub-structure. 0 r.l>cE of Existing Turf LAWN REPAIR NOTES ERO I r CD Ex. eeNc. -° �: - SOLID SOD NOTES.REPAIR AREA ONLY 1• Ail lawn areas damaged during construction to be repaired with solid 7. Leave construction area clean and ready to use by other trades. I ( -Ex. CONC. _� sod and raked free of debris. 2 i 1. Adjust contours to achieve positive drainage away from 8. Remove pavement sub-base to the depth of the base materials. buildings. Provide uniform rounding at top and bottom of 2. Adjust damaged areas to achieve positive drainage away from - - - - -�- - - - - - ---- - - - - --I ERo 2 i , slopes and other breaks in grade. correct irregularities and STORE _ /• � buildings. Provide uniform rounding ai top and bottom of slaPt3s and 9. Do not remove or damage trees unless noted to be removed. All tree �~ 20' DRAINAGE EASEMENT I D ` areas where wafer may stand other breaks in grade Correct irre ulanties and areas where water / g 9 protection devices shall be to place prior b demolition activities. Any SERIES _ - - - - - - - CAB. "A"-SL-3 89 i I - 25' iLDiN{� SETBAC: - �:- -_ 2 of maystand dhghesrrequired edilplineo - - v demolition a ' ' within fh f trees to be saved ( :2 Ex. SPAc'ts CAB. "rV, SL. 2718 - X or to coordinate Operations 3 carefully removed by hand labor.Report any tree damage to 9 7--- 1 U U :.. . :- l'Ibelo --- � - --- - -- _ _ All areas to be repaired must be planted by hand to cover area _ n areas o carve r e in a maximum ro . . - with on-site Construction Manager a coin tetet. fnsure shaft be ca _ - - - - - _ - ( LS �- the Landscape Architect. - - -- -- --- _-_ _ _ _ _ T: / aretouchng opt forts 10 SHEET TITLE --�- --- - ---- - - o D . • . �-� hand with compost to M voids y . Prior to beginning demoldion,Contractor shall provide coverings for r rasa n b L/�� i - % 3. Contractor to coordinate with on-site Consruction Manager for`15' LANDSCAPE EASEMENT L! - 20.': •lli_IrY' FAQ;,=.MTNT / `� existing site elements remaining to prevent damage. Any site elements vOL. 1 1274 7, PG. 503 �` �. J I LS '..'- : VOI' 1`?135; FG. 1 n57 0 . - availability of existing topsoil. 4. Roll repaired areas to achieve a smooth,even surface,free from - 0' UTILITY EASEMENT c . nn- r- �jscheduled to remain which are damaged by the Contractor's activities LS.. UD�� EA: rErl LANDSCAPE VOL. 121,59, PG. 1257 I - l unnatural undulations. shall be required at the Contractor's expense. 4. Plant sod by hand to cover indicated area completely. Insure q � ---- - - - - ---L - -- -- ---F-- edges of sod are touching. Top dress joints by hand with it S 4 .21 0 9 '.•- W - ? IRRIGATION REPAIR SPECIFICATIONS 11. Provide demolition of existing site items as shown on the drawings. PLAN _ topsoil fo fit voids. i. Contractor shalt perform site visit prior to bidding and construction,to Completely remove items to 8"below grade and haul away all refuse. �1 Roil grass areas to achieve a smooth,even surfare,free from review extent of existing irrigation system. 12 32 1 unnatural undulations. _ 2. Contractor shall be responsible for verifying conditions of existing ®For Permit EDBH EDBH ERO �``� 6. Water sod thoroughly as sod operation progresses. irrigation system.Contractor shall be responsible for maintaining the 1 ' 1 14 integrity of existing irrigation where possible,and if not,repair as For B i d Existing Turf 7• Contractor shall maintain all lawn areas until final acceptance. needed,including but not limited to tingation controller,meter,sleeving, F 0 r Construction ELO ELO f:BC This shall include,but not limited to: mowing,watering, etc. weeding cullivaling cleaning and replacing dead or bare areas • 013-270 STAI - _ - 1 to keep plants in a vigorous,healthy condition. Job b N O. Ex. CONC. PVM r. �- H 'NA Y Ex. coNc. PVMT.- 8. Contractor shall guarantee establishment of an acceptable turf ACASE NUMBER: CU19-14 Store 00657 - " (VARIABLE WIDTH RIGHT-OF-WAY)-C?F-WAY) � necessary. shall pmvrdereplacemerrffrom kxalsupptyif y�� �k,� Dote 4/23/19 t i c3°",, 01 LANDSCAPE PLAN Smr , BCC 9. ff installation occurs between September 1 and March 1,all ?R SCALE: 1"=20'-0" la pe 8 fchR�}inc, Drawn B y sod areas to be over-seeded with Winter Ryegrass,at rate of a� 1708 N.Griffin street Checked B y: BBA (4)pounds per one thousand(1WO)square feet. 'firs Dallas,Texas 75202 Tel 214.871.0083 APPLICANT/ENGINEER: c,�w. 0 10' 20' 405 Fax 214.871.0545 Sheet (I Email smrQsmr4a.=n OWNER: BURGER ENGINEERING, LLC CHICK-FIL-A, INC. 17103 PRESTON ROAD, SUITE 180N BURGER 17103 Preston Road,Suite 180N BOUNDRY CURVE TABLE 5200 BUFFINGTON ROAD TEXAS REGISTERED ENGINEERING FIRM F-�12997 Dallas,Texas75248 NO. RADIUS DELTA ARC CH. BEARING CHORD ATLANTA, GEORGiA 30349 DALLAS, TEXAS 75248 ENGINEERING Office:972.630.3360 Fax:972.630.3380 PHONE: (404) 765-8000 PHONE: (972) 630-3360 Civil Consultants TBPEF-12997 C1 29.00' 84.12'07' 42.62' S 89°44'40� E 38•89' CONTACT: PATRICK THOMPSON CONTACT: BRYAN M. BURGER, P.E. 3 EXTERIOR FINISH SCHEDULE BRICK#1 (MODULAR SIZE) EXTERIOR PAINT MISCELLANEOUS METALS 00 BR-1 BICKERSTAFF BRICK COMPANY PT 9 SHERWIN WILLIAMS-SHER-CRYL HIGH PERFORMANCE ACRYLIC COLOR: MOUNT VERNON #B6fi-350 COLOR-DARK BRONZE SEMI-GLOSS FINISH FINISH PERCENTAGES � GROUT: BUFF NEW PARAPET WALL COPING AS REQUIRED FOR NEW LOCATIONS EXTERIOR PAINT FOR SITE METALS EG1 DUROLAST/EXCEPTIONAL METALS PT 21 SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI-SURFACE ACRYLIC COATING EAST WEST COLOR-MIDNIGHT BRONZE(MATTE) SM258/TRICORN BLACK, USED WITH SW PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER. ALUMINUM FASCIA EXTERIOR PAINT FOR E.I.F.S. (REMOVE/FILLED ALL EXISTING SCOREING) MP-1 DUROLAST/EXCEPTIONAL METALS PT-23B SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI-SURFACE ACRYLIC COATING BRICK 14% 47% COLOR-MIDNIGHT BRONZE(MATTE) SW6108/LATTE, MUST BE USED WITH SW LOXON CONDITIONER UNIVERSAL PRIMER o ALUMINUM FASCIA AWNING FABRIC N MP-2 DUROLAST/EXCEPTIONAL METALS AW-21 SUNBRELLA EIFS 50% 50% COLOR-BROWNSTONE(MATTE) 4684-000/SLATE 5200 Buffington Rd. Atlanta, GA EXTERIOR PAINT REFUSE ENCLOSURE ALUMINUM AWNING-COVERED 30349-2998 pT 7 SHERWIN WILLIAMS,#SW2807"ROOKWOOD(MEDIUM BROWN)" A 1 COLOR-BLACK FENESTRATION 36% 3% SEMI-GLOSS FINISH ON DOOR FRAMES, SATIN FINISH ON WALLS SIZE-VERIFY IN FIELD Revisions: Mark Date By EXTERIOR FINISH NOTES: _ CITY OF GRAPEVINE A104.15.2019 1. FINISHES LISTED IN THIS SCHEDULE DO NOT REPRESENT ORIGINAL PROTOTYPE FINISHES. CONFIRM ACTUAL FINISHES TO MATCH ON SITE. `' +E PLAN FIEVIEW COMMITTEE BID REVIEW 2. REFER TO SHETS A2.1 &A2.2 FOR AWNING TYPES AND CORRESPONDING FINISH. 'rj APP'tt D ®ENIED REVISIONS cU,jq_ lq %fS'D 0RD,i�A � 31 �.,.7-i a Mark Date By EXISTING COPING PAINT n r��- TO MATCH EC-1,TYP. REPAIR&REFURBISH Q1 p EXISTING SIGNAGE [SATE Lti 1 a 04.19.2019 REFURBISH AND REUSE - _ _ r ,q PERMIT E W sT�>;. "•c=ate' ..�F-w '=•:mil.� .�':,ni.ti ::n _a.r-� %S- �- 1 R EXISTING SIGNAGE .�_. P � vH a. v�aa��� 33-s REVISIONS r , x T.O. PARAPET 2T-8 5'-10" r y k + a k MarDate B R V J 10 ll. 1' q 7 !y C £ h t at �r S. fi t { it a,• I � P F ,:. � � � \� �k .,, � NEW STANDALONE MEAL 0 0 0 z 0 NEW STAND ALONE ;z , _____ _ _ __ __- I y _ NO : MEAL DELIVERY ! i. ( DELIVERY CANOPY TO BE : z ALL EXTERIOR CMU WALLS- y� i OWNER FURNISHED CANOPY TO BE OWNER ' ` ` , 236 PAINT TO MATCH PT-9 PAINT TO MATCH EXISTING FURNISHED PAINT TO PIPE BOLLARDS PIPE BOLLARDS � .h , aY . _ •,;E .-? BUILDING PT-23B Sim MATCH PT-9 � - �s - E; - ��I r.i � x o� - PAINT PT-9 sn ,. 'PAINT AT 9 4 - zo TOP OF SLAB DARK BRONZE) ° a j TOP OF SOLDIER Mark Date B _ (DARK BRONZE} TOP OF SLAB ( A2.4 '> -_ •-j a , �, '. y COURSE ++ TER ENCLOSURE DUMPSTER ENCLOSURE EXISTING CMU h I " ' -�E: -� — -- - — — 9 -O 5 DUMPS ;� �: � • � t� � � � +�� ��, �� ' INTERIOR PAINT PT-7 PAINTED TO 4 A2.1 INTERIOR PAINT PT-7 ,� Mau (ROOKWOOD) (ROOKWOOD) MATCH PT 23B I - p 0 STORAGE - INTERIOR PAINT (PT-5) PAINT PT-9 0 ` ,: �, TOP OF ROWLOCK (DARK BRONZE) i '-aiF _ COURSE + I+� ° t 6"DIA.STEEL PIPE GATE POST PAINT PT-9(DARK I r � • ` o o r� - BRONZE) _ _ L , L-J—A M1 i L - - _ _ T.O. SLAB o t T.O. PAVING ��_��R_ J 3 FLOOR PLAN �, 6„— —r- -- - - - - - - - - - - — -- - - - - - - --J ... 1/4" = 1'-0" Sim 4/26/2019 5:45:36 PM EXISTING AWININGS EXISTING STOREFRONT ?• X PAINT TO MATCH AND GLAZING TO REMAIN. A2•3 AW-21.TYP. REFER TO PLAN U a N Z ® ~9 t�Q :3 M UjC �. EXISTING CMU WALLS- EAST(FRONT) ELEVATION PAINT TO MATCH 1 `►1_ - 1, PREFINtSHED METAL `�-J "114 + 1 0 0 COPING PT-9(DARK EXISTING BUILDING V NI BRONZE} PAINT DOUBLE GATES PT-9 PT 23B O DARK BRONZE T O.BO D B M U3 ° N 8'_0+1 NEW SECONDARY OVERFLOW REMOVE EXISTING @ co SERVICE YARD DRAINAGE. SIGNAGE a o C_ PAINT PT-9 w ° 0O t1T 2 EXISTING SCORING IN EIFS NEW EXTERIOR LIGHT NEW SECONDARY OVERFLOW TO BE REMOVED/FILLED FIXTURES-RE:LIGHTING IN,TYP. SCHEDULE ROOF DRAINAGE PAINT PT-9 5 z oo EXISTING SCUPPER a c A3.2 &OVERFLOW p (a EXISTING TO MATCH (a EXISTING CORNICE PROFILE EXT-1-PORTICO — _ T.O. PARAPET89# C7 - RELOCATE EXISTING T.O.SLAB Ah. EXTERIOR LIGHT T-6" '-6" FIXTURES EXT-1 -RE:LIGHTING �> NOTE: " SCHEDULE PAINTED 6 STEEL POST PAINT PT-9 STORE SA 00657 CL ALL EXTERIOR CMU WALLS- TYP,PAINT PT-9 (DARK BRONZE) PAINT TO MATCH EXISTING N CQ o NEW MEAL DELIVERY (� BUILDING PT 23B NEW MEAL DELIVERY 0 CD � GRAPEVINE MILLS v, 4 TRASH ENCLOSURE- NORTH TCANOPY .O BE REMOVED. CANOPY 0 CA O Y .EXISTING CANOPY Si FSU 1/4 — it TO Ai•4 2255 E Grapevine Mills Cir Sim 3 - - - - - - - - - - - -- - GRAPEVINE MILLS, TX .� 2 _ _ — _ — _— _ ___- _ — _ — _ _____ _ A3.2 76051 Q A2.3 5 1 ' TOP OF SOLDIER DIJBIR S97-100 A1.3 COURSE METAL O COPING EG1D(DARK BRONZE) fEXTERIOR XI ` I 7 EXISTING BRICK TO To soma BEAM 8 REMAIN ELEVATIONS OIREIMAINRNG TYP.ICK A1.3 A3.2 � 70P OF ROWLOCK � COURSE I EXISTING CMU ! _ 3'- 0" coPAINTED TO MATCH EXISTING BUILDING I - A3.2 ' m - - i Job No. 18096 , - - - - - -- - - - - -- - - _ T.O. PAVING /� Store �00657 NEW BRICK MATCH NEW UTILITY KNEE WALL TO — EXISTING GAS — —- — .—. �- -- - — --�7 4126/2019 METER PAINT PT 9 -0,—6+' Date . EXISTING(BR-1) MATCH EXISTING(BR-1) 5 EXISTING PRIMARY ROOF 5:45:36 PM EXISTING GAS METER DRAINAGE PAINT PT-9 _ TO SLAB NEW SHEEPS TONGUE '� A4.2 TO BE RELOCATED — 0' _ 0„ ROOF OVERFLOW Al•s Drawn By CC NOTE: Ito ALL EXTERIOR CMU WALLS- PAINT PT-5 Checked By - M PAINT TO MATCH EXISTING LO BUILDING PT 238 5 TRASH ENCLOSURE -WEST y WEST (REAR) ELEVATION Sheet 1/461 1 -0 1/411 1 0 CD A201 CU19=14 SHEE 2 3 EXTERIOR FINISH SCHEDULE BRICK#1 (MODULAR SIZE) EXTERIOR PAINT MISCELLANEOUS METALS BICKERSTAFF BRICK COMPANY PT-9 SHERWIN WILLIAMS-SHER-CRYL HIGH PERFORMANCE ACRYLIC 0 COLOR: MOUNT VERNON #B66-350 COLOR-DARK BRONZE SEMI-GLOSS FINISH FINISH P E RC E NTAG ES GROUT: BUFF NEW PARAPET WALL COPING AS REQUIRED FOR NEW LOCATIONS EXTERIOR PAINT FOR SITE METALS NORTH SOUTH EG1 DUROLAST/EXCEPTIONAL METALS (�-2:1) SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI-SURFACE ACRYLIC COATING COLOR-MIDNIGHT BRONZE(MATTE) SM6258/TRICORN BLACK USED WITH SW PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER. ALUMINUM FASCIA EXTERIOR PAINT FOR E.I.F.S. (REMOVE/FILLED ALL EXISTING SCOREING) BRICK 21% 32% DUROLAST/EXCEPTIONAL METALS SHERWIN WILLIAMS, PRO INDUSTRIAL MULTI-SURFACE ACRYLIC COATING 0 COLOR-MIDNIGHT BRONZE(MATTE) SW6108/LATTE, MUST BE USED WITH SW LOXON CONDITIONER UNIVERSAL PRIMER 0 ALUMINUM FASCIA AWNING FABRIC DUROLAST/EXCEPTIONAL METALS AW-21 SUNBRELLA CHY'OF GRAPE'"'INE 5200 Buffington Rd. EIFS 53% 54% COLOR-BROWNSTONE(MATTE) 4684-000/SLATE 89,TE PLAN FIEVEq C 01AMITTEE Atlanta, GA EXTERIOR PAINT REFUSE ENCLOSURE ALUMINUM AWNING-COVERED AP'-'V'D— [DENIED 30349-2998 pTD -7 SHERWIN WILLIAMS,#SW2807-ROOKWOOD(MEDIUM BROWN)" COLOR-BLACK GA,0717 CQ R-�% 1 FENESTRATION 26% 14% ( SEMI-GLOSS FINISH ON DOOR FRAMES, SATIN FINISH ON WALLS (H) SIZE-VERIFY IN FIELD 7r— - Revisions: F"e e",f D t)n, nP. I nqL Mark Date By n:i 17',"TO Lj—'r. 16 L CA- EXTERIOR FINISH NOTES: DATE— tq Al 04.15.2019 1. FINISHES LISTED IN THIS SCHEDULE DO NOT REPRESENT ORIGINAL PROTOTYPE FINISHES. CONFIRM ACTUAL FINISHES TO MATCH ON SITE. PLANNER y BID REVIEW 2. REFER TO SHETS A2.1 &A2.2 FOR AWNING TYPES AND CORRESPONDING FINISH. REVISIONS Mark Date By EXISTING SIGNAGE TO A2 04.19.2019 BE REFURBISHED AND REINSTALLED. 7-6" PERMIT REVIEW EXISTING f-(PT-236 ADDITION REVISIONS PAINT COPING EXISTING EXISTING A3.2 TO MATCH EC-1 Mark Date By T.O. PARAPET A REMOVE EXISTING EXISTING AWNINGS NEW STAND ALONE CANOPY TO BE REMOVED. MEAL DELIVERY Mark Date By PATCH&REPAINT PATCH&REPAINT CANOPY TO BE EIFS FINISH REPAIR EIFS FINISH OWNER FURNISHED r3 Sim A PA NT TO MATCH PT A2.3 PAINT EIFS(PT-23B) 3 TO MATCH EXISTING BR I A3.2 — - —- — - — - — - — - TOP OF SOLDIER y J.- COURSE 2255 LT-L aaa'000oo 6 MATCH EXISTING 0 rl-T- A1.3 TOP OF ROWLOCK 11111111111M L1 I I I I I I I I 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 COURSE TT11 - 01' 1 31 OF lift J-1 L 4/26/2019 5:51:20 PM -4 T.O. SLAB 0 to 0 to �0, V. S,r ,i;,)C) 6 1,b 00 Cn Q BR-1 EXISTING �---(�BR-1DEXISTING W EXISTING .-STINGAWNINGS EXISTING ENTRY CZ TO REMAIN STOREFRONT EXT-4 L NEW PRIMARY SERVICE 5i EXT-5 —- —- — - — - —- — - — - — - — - — - — - — - — - — - — - — - —- — - — -— - — - — - — - — - — - — - — - —- — - — - — - — - — - — - — - — - — -— - — - —- — - — - — - — - — - if YARD DRAINAGE.PAINT PT-9 0 0 U) 00 �' NORTH MAIN ENTRY ELEVA"I"ION C od g CL W U) =, age?, �! ;hi U") EXISTING SIGNAGE TO 28M g EXISTING R *. co= Ito ADDITION BE REFURBISHED < AND REINSTALLED. (PT-23B O REMOVE EXISTING CANOPY PATCH&REPAINT EIFS FINISH A3.2 EXISTING --(15T-23B)EXISTING —(PT-236)EXISTING T-23B .5 PAINT COPING TO (D MATCH EGA STORE CL NEW STAND ALONE CFA 00657 MEAL DELIVERY Q CANOPY TO BE OWNER GRAPEVINE MILLS FURNISHED PAINT TO FSU MATCH PT-9 2255 E Grapevine Mills Cir EXISTING PAINT NEW EIFS GRAPEVINE MILLS,TX BRA PT-23B - - — - — - — - — - — - - — - -- - — - — - —- -I 76051 M - - -- - - - - - - -- - - -- - - - - - - - - - - - - - - L- 1 97-100 (9 TOP OF SOLDIER r-I COURSE LO 91 - off to C� NEW BRICK(BRA) BRA EXISTING EXTERIOR xi TO MATCH EXISTING 7 ce) TOP OF ROWLOCK A3.2 COURSE off —3' - I I I I I -j- I I . . tore 00657 rL I gEA3.2 I . I I I Ii-T-L-T-L -T, . . . . . . . A T.O. SLAB 4 1 . 1 _I 0, 0.1 - — — — — — — — — — — — Date /26/2019 L — — — — — — — — — — — 7' 5:51:20 PM j BR-1 y I �-7 EXISTING EXISTING DRIVE- EXISTING AWNINGS Drawn By CC- EXISTING THRU WINDOW TO EXISTING EXISTING TO REMAIN C) L - — - — - — - — - — - — - — - —- — - — - — - — - — - — - — - — - — - — -— - — - — - — - — - — - — - — - — - — - REMAIN - - - - - - - - - - - - - - - - - - -— - — - — - — - — - — - — - — - — - — -— - — - Sim Checked By 04 3 A2.4 Sheet co A202 CNI CU19-14 9 t=q 73 M IN 2 SHEET T-6" EXISTING CONSTRUCTION 51/2" NEW CONSTRUCTIONt2" - 51/2" 0 2'-4" 4'-4" 3'-9" 11-9 V2" 5'-$1/2" 32'-1 1/2" R.O. _ ..�^ CV Ln T _ y 2 1 3 Co NM 4� 4 A5.5 1 ENTRYA ,-----_________, aC�� v 100 Z 2 2 A5.1 4 ; ; o i o v�i MECHANICAL 6 5 _i� 3 - - ° c3 Q co X ir? �? 114 r � D oo tE 1 N 8 A5.4 5 f I 2� `i MEWs-, 5200 Buffington Rd. 1os ILI a 2 i i 3 w Atlanta, GA 7 1 1 30349-2998 0 o VESTIBULE _ 4 A5.4 2 1�> Ly � Revisions: 1 0 2r 1 Mark Date By 0 0 2 � 2'-41/2" 3'-0" 91/2" DINING B 2 0 105 1 04.15.2019 1 { 5 A5.3 f BID REVIEW STORAGE 0 r------------------------------------- s REVISIONS I fc%� tt 113 _ D r r----------------------------------- n r I f 8 A .1 6 ! . � z 1 2 WOMEWS rn 2 r - - - - - - - - - - 0 9 107 7 I - - — — — — — — — — Mark Date By I I 6'-11 1/2" 14'-31/2" I r 04. 19. 2019 C Ir � 8 A5.7 10 ° z PERMIT REVIEW Cm Z CO 7 o � 4 a REVISIONS - 7 r W o I I I r 4 Mark Date By r---z--T ------ "t ` >' 0" A5.7 `!c! � r A5.3 3 PLAYGROUND K--- 1'-9" Q ORDER 6 A52 I r DINING A 3 A5.6 1 i DRY STORAGE f 1 1 A5.2 3 oQ 103 I 104 1 I I 5 U3 I I 2 i I i I I I L----------- -------i II 1 I A3.1 Mark Date By ZEXISTING - SERVING � I I 109 GREASE TRAP 4 TO REMAIN. RE.CIVIL FOR KITCHEN I r EXACT 111 2 A5.$ 1 LOCATION 1 T-53/4" 3'-0 3/4" L------------------------------------- 6 3 R.O. -- - - - - -- - - 8 A5.5 5 r RV- ARc :> I I ENTRY B I I 101 OFFICE 11 "' 2 112 I I DRIVE-TtRU 5 I I 110 ° o a° CITY _ DINING C ` - � < 2 , .o° 7 i13 1 Vi' YV ® v11� TT�� °�•�P ., : co Z - 4 A5.7 6 I { N i OF r L� NI EED W •- 3 1 C r -�' \ \` -' s U 4f 19/2019 5:25:09 PM v-'` 'av 4 P Y'r (� ��jj�� CV 0 vim-. PLAfA,i� it LZ N o 5 1/2" T-0 1/2" 5 1/2" ° N T-6" EXISTING CONSTRUCTION a M CIS C NEW CONSTRUCTION E m 2 a c� C� 0 >1 1 DIMENSIONAL CONTROL PLAN m w 0 1/4"- 1'-0" GENERAL NOTES WALL LEGEND: � 0' if 5' 10' 20' 2X6 WOOD STUDS @ 16"O.C.W/EXTERIOR PLYWOOD 1 SHEATHING,30#FELT AND STONE AND EIFS FINISH AS �`y_e' d- 1 ALL WORK SHALL COMPLY WITH CODES STATED ON THE COVER SHEET AND A0.1. SPECIFIED.INTERIOR SHEATHING-REF. INT. ELEVATIONS. f 2 G.C-SHALL COORDINATE ALL WORK AND SHUTDOWN TIMES WITH THE UNIT OPERATOR AND CHICK-FIL-A CONSTRUCTION MANAGER. 2 "2X6 WOOD STUDS @ 16 O.C. N 3 BEVERAGE INSTALLER TO INSTALL NEW BEVERAGE LINES, PUMPS, CARBONATES AND REGULATORS AS STORE CL REQUIRED. G.C.TO COORDINATE WORK SCHEDULE WITH LOCAL BEVERAGE VENDOR TO ENSURE Cfj COMPLETE SERVICE RESTORATION BY REOPEN DATE. 3 ..J 2x8 WOOD STUDS @ 16"O.C. CFA OOC�J7 0 GRAPEVINE MILLS 4 G.C.TO CONFIRM ALL EXISTING CONDITIONS AND NOTIFY CHICK-FIL-A CONSTRUCTION MANAGER OF ANY FSU DISCREPANCIES. 4 2X4 WOOD STUDS @ 16"O.C. 2255 E Grapevine Mills Cir N J= 5 ANY AND ALL"PLUS OR MINUS"DIMENSIONS SHOWN ARE TO BE VERIFED BY THE G.C.;COORDINATE WITH GRAPEVINE MILLS, TX > SHOP DRAWINGS AS REQUIRED. 76051 rj 2x10 WOOD STUDS @ 16"O.C.WITH 1/2"GYP.BD. �- 6 DIMENSIONS ARE FROM THE FACE OF STUD UNLESS NOTED OTHERWISE. REFER TO AIA B DIMENSIONAL CL to < > DUBIR S$7-100 CONTROL PLAN. TURNED 2X6 WOOD STUDS @ 16"O.C.WITH n! 6 1/2"GYP.BOARD AGAINST 2X10 STUD WALL SHEET TITLE 7 REPAIR TO"LIKE NEW CONDITION"ANY DAMAGE INCURRED DURING DEMOLITION OR CONSTRUCTION TO FOR NEW CABINET @ RESTROOM VESTIBULE C) EXISTING SURFACES OR EQUIPMENT AS REQUIRED. DIMENSIONAL xl CONTROL $ PATCH/REPAIR ALL REMAINING AND DAMAGED AND/OR MISSING FLOOR,BASE,WALL OR CEILING TILES AS o REQUIRED. ALL PATCHES,REPAIRS,AND MODIFICATIONS,SHALL BE MADE FLUSH WITH EXISTING FIRE NOTES. PLAN SURFACES AND SHALL MATCH TEXTURES,WOOD SPECIES,COLOR AND FINISHES UNLESS NOTED M OTHERWISE. m 9 PATCH EXISTING DRAFTSTOP WALL BETWEEN KITCHEN AND SERVICE AT NEW BEVERAGE CHASES. G.C.TO EVALUATE EXISTING FIRE EXTINGUISHERS.PROVIDE NEW IF EXISTING EXTINGUISHERS DO NOT MEET THE REQUIREMENTS.BELOW. Jot) No. : 18096 10 ALL NEW FASTENERS,ANCHORS, CLIPS,STRAPS, ETC...WHICH ARE IN CONTACT WITH COPPER BASED REPLACE WITH NEW EXTINGUISHERS: 10ABC FIRE EXTINGUISHERS TREATED WOOD AND ARE LESS THAN 3/8"THICK SHALL BE C185 COATED GALVANIZED,STAINLESS STEEL SUITABLE FOR CLASS A,B,C FIRES USING DRY CHEMICALS-LOCATE AS Store : 00657 OR AN APPROVED EQUAL. REQUIRED BY LOCAL AUTHORITIES,AND MIN OF 1 K-RATED EXTINGUISHER AS REQUIRED IN KITCHEN. 4/19/2019 11 REFER TO EQUIPMENT PLAN ON SHEET K1.1 FOR LOCATIONS OF ALL NEW EQUIPMENT. Date . 5:25:09 PM 12 REFER TO INTERIOR ELEVATIONS FOR LOCATIONS AND TYPE OF CORNER GUARDS. Drawn By : CC 0 13 WORK AREA SHALL BE CLEAN AT ALL TIMES AND DEBRIS SHALL BE REMOVED IMMEDIATELY. Checked By :Checker C Sh cV 14 SHORE EXISTING GREASE TRAP TO PREVENT MOVEMENT DURING DEMO AND CONSTRUCTION. �n rn N 15 REPLACE ALL EXISTING ROLLERSHADES. CU1 4 16 G.C.TO HAVE ALL SLABS X-RAYED PRIOR TO SAWCUTTING. G.C.TO PROVIDE RECORD OF THIS. DO NOT 9-1 fi CUT TENDONS OR GRADE BEAMS SHEET 2 17 ALL PLAYGROUND EQUIPMENT TO REMAIN. ORDINANCE NO. 97-1 29 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: (1) GRANTING A WAIVER TO SPECIFIC REQUIREMENTS OF SECTION 47E.2 PURSUANT TO SECTION 47F OF ORDINANCE NO. 82-73; (2) GRANTING CONDITIONAL USE PERMIT CU97-63 TO AMEND A SITE PLAN APPROVED BY ORDINANCE NO. 97-92 TO INCLUDE A RESTAURANT (CHICK-FIL-A) IN A DISTRICT ZONED "CC" COMMUNITY COMMERCIAL DISTRICT REGULATIONS WITH A PLANNED COMMERCIAL CENTER IN EXCESS OF 1,000,000 SQUARE FEET OF GROSS LEASABLE SPACE 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 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 ORD. NO. 97-129 2 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 pursuant to Section 47F of Ordinance No. 82-73, as amended, the City Council hereby grants a waiver to the specific requirements of Section 47E.2 of Ordinance No. 82-73, as amended. Section 2. 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. CU97-63 to amend a site plan approved by Ordinance No. 97-92 to include a 3,822 square foot restaurant (Chick-Fil-A) in a district zoned "CC" Community Commercial District Regulations with a planned commercial center in excess of 1,000,000 square feet of gross leasable space within the following described property: Lot 1, Block 5, Grapevine Mills Addition, Phase 1 (2255 Grapevine Mills Circle East) 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 3. 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 4. 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 5. 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 ORD. NO. 97-129 3 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. Section 6. 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 7. 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 8. 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 9. 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 1 8th day of November , 1997. APPROVED: William D. Tate Mayor ATTEST: Jod' V. Brown Asstqlant City Secretary ORD. NO. 97-1 29 4 APPROVED AS TO FORM: John F. Boyle, Jr. City Attorney ORD. NO. 97-1 29 5 .+e 1 7 L•t,...4.1 »a0 PHASE 1 SITE DATALOT . mm9m LOT 512E CAVERAGE pEN9TY NE1g1T AREA SPACE AW VED I PAVED AREA I LEASABIS AREA REWRED PROVIDED o LOT 1,BLOCK 1 5,%s,tse SF 1,836,165 SF 3Q79X 1 UIUM17ED I 3,527,676 SF 600,306 SF(10.07%) 5.353.547 SF I 1,543,139 SF 7.325 5PACE5 460i 3 •""' OUT PARCEL SITES 1,576,B72 SF TOTAL o l0T 1,BLOCK 3 7Q047 SF 7,036 SF 10.04X UNUMITED 49,236 Si 13,US SF(19.7V 56.272 SF - !205 �5�A� SPACES MCHAElS,l0T 1,BLOCK 2 it0,Se1 SF 26,742 SF 24.IBXL UNLIUITED 66,10E Si 17,735 SF(16.OXQ 92.8.16 SF - S DISCOUNT TIRE,LOT 1,BLOCK! J7,346 SF 7,700 SF 2Q627C 50 FT. 20.170 SF 9,476 SF(25.4� 27.570 SF - S V �R ROOMS TO FA,LOT 2,BLOCK 2 154,171 SF 39,870 SF 21.65% 25'-8* 90.000 SF 54,301 SF(29.5XQ 129.810 5F - ES Y _ CHICK-ill-A,NOT 1,BLOCKS 53,769 SF 7.822 SF 7.11% 75 FT. 31.337 Sf 18,610 SF(34.6X) 35,159 SF - 37 SPACES 47 SPACES u n TOTALS 455,914 SF 85,170 Si 256,847 SF 113,897 SF(25.0%) 342,077 SF - 496 SPACES 552 SPACES LLLLLL Zp� w OUT PARCEL AREA 1.120.958 SF LEFT TO DEVELOP - o $ w naP� ,—.--- y� ZONING CASE HISTORY ``•'�"'f . .: a"•'� �� .r< lz CU95-36(ORD. NUMBER 96-05) _ ESTABLISH A PLANNED COMMERCIAL CENTER OVER 1,000,000 w �- �1M ..�`• SQUARE FEET OF GROSS LEASABLE AREA- ADDENDUM +J^ \ -• - 1' rca�Z .; Z Ot (RESOLUTION NUMBER k'n X O _— — — APPROVAL OF EIGHT(8)PUBLIC ENTRYWAY ELEVATIONS FOR �+ a ......�......a.+.•�a ----- :.;F•».« --<-- -��-- __..._.__.- -n...�._ GRAPEVINE MILLS MALL 7flpr�k' CU96-26 (ORD.NUMBER 96-79) • c� AMEND THE SITE LAYOUT. c •.4xzs ) ..saw' 40 � .., � _ :. �F_ �' L�� x CU97-OS��NUMBER 97-09� c - - v/; Nf6FE 72.,a: o LOT i,BLOCK 6 _ _ — x ALCOHOLIC USE REQUEST( W INCLUDE BEER. FOR v _ ALCOHOLIC BEVERAGE SALES TO w0.UDE BEER,wINE, � $3 !�,1 9.839 AC �' �`9' F AND MIXED BEVERAGES. J . Meg SU97-04(ORD.NUMBER 97-10) SPECIAL USE REQUEST FOR SKRL-ORIENTED GAMES IN a �° 3 , l -<- t l t• s ___ v �: EXCESS OF EIGHT MACHINES AND 71V0 BILLIARD TABLES W97 06 (ORAL NUMBER 97 11) ^ AMEND THE SITE LAYOUT(AMC THEATER) •.� CU97-13(ORD. NUMBER 97-28) y(y 2 / \. a CONDITIONAL USE REWEST(THE AMERICAN MALDERNESS w �'r •F--- _ 0 "CtG t � `� o EXPERIENCE)FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE c � 2 X BEER, VANE, AND MIXED BEVERAGES o CIJ97-18(ORD. NUMBER 97-40 � S rM CONDITIONAL USE REQUEST?RNNFOREST CAFE)FOR P4p r r ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER. MANE. R BAXIERS „_ AND MIXED BEVERAGES -,:z � •',�i7 -\C\�+�-� �.��_� 1 + � S^ CU97-25(ORD. NUMBER 97-57) � �r•R •\v`\,\\�`'y- 8" _,� PHASE 1 ,� CONDITIONAL USE REQUEST(FRCS HOMBRES)FOR ALCOHOLIC O i �gW BEVERAGE SALES TO INCLUDE BEER.MANE, AND MIXED s'• { ,,>,•\+., '��� \\ 4 BEVERAGES t Nit CU97-29 (ORD. NUMBER 97-55) i � CONDITIONAL USE REQUEST FOR MALL SIGNACE AND AN $ S �_• Sx µ '-� 80 FOOT ENTERTAINMENT GLOBE (ORD. NUMBER 97-61) CU97-36 (ORD. NUMBER 97-72) o 8 Rd1 n / AMEND THE SITE LAYOUT(MICHAELS� > CU97-39 (ORD. NUMBER 97-89 JN CONDITIONAL USE REWEST TO AMEND THE LANCSCAPING c 5�= _ IV- PLAN/ \ AND PROVIDE FOR THREE 50 FOOT, AND TWO 40 FOOT WTPARCEI SIGNS AC 3� 1� J CU97-40(ORD. NUMBER 97-90) CONDITIONAL USE REWEST(CHIU'S TOO)FOR ALCOHOLIC YAL2 .1���-^ - _ `-�`� �\� �= BEVERAGE SALES TO INCLUDE BEER. MANE. AND MIXED LOT:1, - - "•o \ t BEVERAGES ... �.. •_.__..\ �..`��:,`, ��� �.J`r`�7 BLOCK J , __ 'D bb ar Fu - �� -I t CIJ97-41 (ORD, NUMBER 97-91` ` �• `.�"��, ��- ''- `� `� L Tea -. �.' •: CONDITIONAL USE REWEST DICK CLARK RESTAURANTS FOR O ` - - DE BE .m ALCOHOLIC BEVERAGE SALES TO INCLUDE ER,WINE AND •'�-^ �' .>.,«,..,,. MIXED BEVERAGES -BLOCK:,!:j _+ � . ,� i CU97-42 (C4T0. NUMBER 97-92 - � AMEND THE SITE LAYOUT(DISCOUNT TIRE). • \` -_- \ - `.r+ w -- ; 'T1aa.a sae7z- m ,J _�. --- CU97-62 (O. NUMBER 97-\ CONDITIONAL USE REQUEST (ROOMS w To GO) TO AMEND C O R P O R A T 1 O N zoi'.g izw THE STE LAYOUT(PHASE 1). I AWWAy ' f t ;�;• `��..�--., __� ,+_�-�..- _ _ _ ---- ------ — - ---------- __ _ _ CU97-6 J(ORD. NUMBER 97- wrar ew.�y a F *o r•, CONDITIONAL USE REQUEST 1110(-FIL-A) TO AMEND a THE STE LAYOUT(PHASE 1} 7 e t_ .. . i _ L— :;(-��\�. `�'NOTE4., ,+\: \�...\�.���•. _ msi in..,..k.-o-n•+:,-rye A. CONDITIONAL USE REQUEST CU97-62(ORD.MAW 97- )6 A REIXILTT ro D. WE HEREBY REQUEST A WAIVER OF SECTION 47.E2 ENVIRONMENTAL Cu97-64 (ORAL NUMBER REQUEST ) �®~~ AMEND THE APPROVED STE PUN OF CLI97-42(ORD.NUMBER 97-92)FOR A ASSESSMENTS FLU CMEUANCE MTH THIS wMD BE UNREASONABLY CONDITIONAL USE REWEST MISS COS AFICIONADO PLANNED CMAUCLAL CENTER N EXCESS OF%000.OD0 SQUARE FEET OF GROSS BURODH9dE AND THE PROPOSED RETAIL MALL DEVELOPMENT MILL NOT HAVE COLLECTIONS)FOR OFF-PREMISE CONSUMPTION OF LEASABLE SPACE.SPEaFICALLY TO ESTABLISH A 39,870 SQUARE FOOT RETAIL A SUBSTNIDAL IMPACT ON ADJACENT AND SURROUNONG AREAS ALCOHOLIC BEVERAGES(MANE ONLY.PHASE t). MILLSBUILDING(ROODS OMMERC)N THE PHASE 1,OUT PARCEL AREA OF THE GRAPEVINE ituiL Ma14:PlANEO COHAERCIAI CENTER E. ALL ORVING TAMS H9►VE A YNIUH TIW1H OF 25 B. CONOIDONAL USE REDDEST CU97-63(ORD.NUMBER 97- )6 A REOUEST TO F. ALL PARKING SPACES HAVE A MINIM MDTH OF 9'AND MMMUH LENGTH OF 13' LOT 1, BLOCK 1 AIM THE MW4VED COME tit CNN EXCESS OF Or 1(�N"S �T) GRIM G. HANDCW PARKING 9uu BE DEsa+ATm ACCORDING ro THE aAPEw+E CODE GRAPEVINE MILLS ADDITION - PHASE 1 ANa► »�4 sr A9. PLANNED LEASABLE SPACE,SPECIFICALLY TOESTAIIU91 A 3JQ2 SQUARE FOOT RESTAURANT OF ORDINANCES.CHAPTER 23.SECTION 2164-2169 nW (CNDL-R-A)N 1HE PHASE 1,dli PARCEL AREA OF 11[GRAPEIRE H■Ic R E70519HG SURFACE AID SURFACE ORANAGE FACUTES SHO1N ON EA57NG CASE NO. PLANNED CaMAERDa CENTER TOPdnAwrr RAN CU97-62 MILLS CORPORATION OOMS TO GO C. CONDITIONAL USE REQUEST CU97-64(ORD.NUMBER 97- )IS A REQUEST TO I. PROPOSED SURFACE AND SURFACE DRAINAGE FACILITIES 9OMN ON PRONINARY CU97-63 MILLS CORPORATION CHICK-RL-A MASTER AMEND THE APPROVED STE PLAN OF CU97-42(ORO.MANGER 97-92)FOR A CRADNG AND DRAINAGE PLAN CU97-64 MILLS CORPORATION AXTER'S SITE PLAN PLANNED COMMERCIAL CENTER N EXCESS OF 1.000.000 SOUARE FEET OF GROSS i LEASABLE SPACE,SPECFICAU.Y TO ESTABLISH A 1,127 SQUARE FOOT LEASE SPACE J. Doomoms ARE SROW FROM FACE TO FACE OF CURB (BAXTEWS AFI170NADO COLLECTIONS)N THE PHASE 1,MALL PROPER OF THE IL ALL THE REWRD*WTS OF I E ORAPEME soIL EROSION CONTROL ORDNANCE GRAPEVINE MILLS PLANNED COMIEROAL CENTER FOR THE Po55ES90NL STORAGE SHALL BE MET DOING DE POW-0 OF CoNSTRUCTIDIR SHEET 1 OF RETAIL SALE,AND OFF-PRDXSE CONSUMPTION OF ALCOHOLIC BEKRAGES(AANE CNLV w n�4> I ctirxnxx .3 � � Z ANousa aesaN - 71 o, w'14 �111 �ll� YJdAra YIP DEVELOPMENT PLANS FOR • e � o OWNER: CHICK-FIL-A, INC. SHEET INDEX 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 SHEET NO. DESCRIPTION (404) 765-8972 Cl BOUNDARY AND TOPOGRAPHIC SURVEY C2 SITE PLAN C3 GRADING & DRAINAGE PLAN C4 EROSION CONTROL PLAN ENGINEER: BURY & PI DEW, INC. CS PAVING PLAN 5310 HARVEST HILL ROAD, SUITE 100 GRAPEVINE � I �SP1RCELB-4 C6 SITE DETAILS DALLAS, TEXAS 75230 C7 SITE DETAILS (972) 99,_DD„ CITY OF GRAPEVINE TARRANT COUNTY, TE)US Al PLUMBING SITE PLAN L1 LANDSCAPE PLAN y 9 Al DEPICTIVE FLOOR PLAN A10 EXTERIOR ELEVATIONS All EXTERIOR ELEVATIONS o ARCHITECT: EDWARDS & HOTCHKISS ARCHITECTS, INC. A27 TRASH ENCLOSURE PLANS AND DETAILS 219 WARD CIRCLE, SUITE 1 ES2 SITE POINT TO POINT PLAN o BRENTWOOD, TENNESSEE 30727 0 (615) 377-3111 G E N E R A L L E G E N D 1- U ARCHITECT ENGINEER: HKI LANDSCAPE ARCHITECTS, INC. EXISTING PROPOSED EXISTING PROPOSED w 720 EAST PARK ROAD, SUITE 108 * LIGHT POLE OE —GE— OVERHEAD ELECTRIC LINE Elf PLANO, TEXAS 75074 VJ 0 POWER POLE OT— —Of— OVERHEAD TELEPHONE LINE n (972) 424-6156 _ m DOWN GUY VE —�—- UNDERGROUND ELECTRIC LINE TL Bl 13 ELECTRIC METER UT —UT— UNDERGROUND TELEPHONE LINE U Q ELECTRIC TRANSFORMER G— —G— GAS LINE X ELECTRICAL ENGINEER: GREENBURG FARROW ARCHITECTS, INC. 1 ® ELECTRIC SWITCHGEAR ---- PROPERTY LINE w 1755 THE EXCHANGE ~>> FIRE HYDRANT W —«— WATER LINE P- ATLANTA, A 30339 z -1D33 —i_ PLAN OF GRAPEVINC MILLS RESIDUAL LP (77D) 303-1033 _ 0 �- WATER VALVE --WW-- ��� WASTEWATER LINE CHICK-fIL.-A � � A,d-CU9T-6.1 (D WATER METER BOX =_,` _3 STORM SEWER LOCATION_2255 GRAPEVINE MILLS CIRCLE EAST V LOi 1,BLOCK 5,GRAPEVINE MILLS © GAS METER _——67A——— Z4 CONTOUR LINE ADDITION,PHASE I Z CURB INLET FC FACE OF CURB 4 J—� RECESSED CURB INLET BC BACK OF CURB MA VCR SECRETARY K Q DATE: _ H ®GI ©GI GRATE INLET F-F FACE OF CURB TO FACE OF CURB PLAN—ING AND ZONING COMMISSION w co •CO CLEANOUT B-B BACK OF CURB TO BACK OF CURB z - —OCO NDCO DOUBLE CLEANOUT TC TOP OF CURB ---- Q ..HAIP,MAN Q MANHOLE TP TOP OF PAVEMENT pqTE., �- ` SIGN EP EDGE OF PAVEMENT U SHEET i OF IS HP HIGH POINT lG�`T�'y APPROVAL DOES NOT AUTHORIZE ANY (r ACCESSIBLE PARKING EE�� WORK IN CONFLICT WITH ANY J (yyy� FFE=50.00 FINISH FLOOR ELEVATION + �p'Bd CODES OR GWDINANCES V VAN ACCESSIBLE PARKING E(Ahj*t I DEPAP.TMENT OF DE.VELWMENi SERVICES a %50.00 SPOT ELEVATION LZ WOOD FENCE RETAINING WALL 6=3 W d CHAIN LINK FENCE < -,c —..- WIRE FENCE U SILT FENCE TREE Bury & Pittman ASPHALT PAVEMENT -I WALE ALLEY G TER Consulting Engineers and Surveyors Y Dallas,Texas Tel 972/991-0011 Fax 972/991-0278 x C Copyright 1997 Bury & Pittman-DF.W., Inc. U Reference Benchmark En UTILITY CONTACTS Control i.point No, ate rod found in the center of ��. UTILITY COMPANY CONTACT PHONE the med an fo State Highway No. 26 northeast of ELECTRIC TO,ELECTRIC MIKE CAREN (817)958-2579 ��� Grid— Way, 2001 N.INDUSTRIAL BLVD. �� ?)7 Elev_- 551 77' BEDFORD.TX 76521 iruvrn'iie On site soled mark Gas LONE STAR FFREEOW^ �l AIR AY JEFF wYVE Z AroEnmN G65ax \� \YJ . c.h soled ❑ se[on top of inlet on the southwest 656E 20 POR (817)280-9731 -_- __ _- _._ - an Y HURST.T%76053 I cub line o Gridiron Way, EI 549 25 ay 57.5 PUBLIC COMMON ACCESS ESM T. (TRACT NO 3) - TELEPHONE N.BELTLs ROAD LINDA BACON (972)413-1101 CAB A, SLIDE 3718 P R T.0 T. - --__ -- -- --� __. NG, 2 O o �� -V9L 12693, PG 297, DR.LC T. -�""----' PUBLIC WORKS 000 4300 - / ..-_ _ %-_ —r WATE 7wA5TEWATER PCITYO BOF 85104EMNE STAN LISTER (817)481-0372 a+(�� G1jAp r / / R GRAPENNE,T%76099 1 1 l �j ��11VL+7 rT 50'CITGO PRODUCTS PEELINI COMPANY or MI IL RIGHT-OF-WAY EASEMENT / Col t0 A. m Y CONCRETE pq�EMENT RCL� � � VOLUM O.RT. ' � E E 12429. PAGE�7.111 / 747 58 = ARePORr ,\ N 7,036523.913 N 7416,461 _._.. 84'12'0T - 33 548.596.7 EL 25414.95'3.2 W M N a5.01'41" 1 _T 'ILET -t R 29.00' An - _ _oax r- - - - -- -==O t /r�/^ CP2#154 CR #153 •^�41 -�' -- -44 > 6__E -a' _ L 42.62' 1 by _ — - - - --- CH. BRG. - S S9'44'40' C T�1� (CONTROL DATA PROVIDED BY KIMLEY HORN' •i=d F a _ - _� _ c.�� CO L.OAK 4-.IB.1.— { '�_ . c1 O / '�$ �' ( AND ASSOCIATES ) O 00 CH. WST. 3E 89 - =1 N 29 C a)10 Will ---� ��1 --G IRS / `z2 / �A.� H 1.42..OAK rrs �x o`m Q � - • I % --- FLID NOTE DESCRIPTION E. 25' LANDSCAPE EASEMENT- -- - L.onx j • -S5o - - j-� r' CAB. A, SLIDE s718-P.RTC 7- - - • VOL. 12747 PG. 503 D.R.TC.T --- .EOce ao \ N / / / BEING a 1.234 acre tra t of land situated 'n the Henry Suggs 0 LEGEND 0 0 0 �� Survey, Abstract Na portion G ty f G5 of Ge Tarrant ILLS A, _ —_ _ _ _ _ r„c • • / Texas and being a port of BI cA 5 of GRAPEVINE MILLS ADDITION C, an addition t the City of Grap_v ne descnbed by plat recorded -LM-- Q / n Cabinet A Stole 3718 Plat Records of Tarrant County Texas ®TBM TEMPORARY BENCH MARK ntANsrORMER ®1/2;"IRS 2 i (PRTCT), sad 1.234 acre tract of land being more particularly -�, • // / 1 J I� described as follows -G- GAS LINES N 00 '• 0 i 41 BEGINNING at a 1/2 inch 'ro set fur the pant of intersection of -WW- WASTE WATER LINE pj- `y I ;j the northwesterly right-of ay hne of State H gf way No. 26 (a -UE- UNDERGROUND ELECTRIC - N �• . •IrPR`c \ I vac able width rght of way) with the northeasterly Ine of said 1/2" IRS HALF INCH IRON ROD SET Block 5; -� WATER VALVE llllllrrrwww __ THENCE South 42'2r eas 1'Ot' West along said northwesterly right-of- 10. _ wayline some being the southter) line of said Block 5, o n V _r- • 71' -� distace of 234.80 feet to a 1/2-inch iron Tad set for corner; IN FIR, HYDRANT y, EXISTING E _ F- ' j r 0 10 20 30 40 ( j THENCE North 44'4622'West a distance of 209.28 feet to a 1/2 �SSMH SANITARY SEWER MANHOLE L 0 �.o R P 1h�i Z Iq p inch iron rod set for corner n the southeasterly line of a 57 50 �� ` U" took wide Pubic Common Access Easement (Grapevne Mlls Circle), STORM SEWER MANHOLE VI QUA\ti >r0 -o�• W .. described as Trac[ 3 by deed recorded r Volume 12693, Page 291 STM MH - V � r��' 1 CO Deed Records of Tarrant County, Texas and shown on sad plot of U7- APEVINE WATER METER V ! / • rPREs$ :O GR MILLS ADDITION' —1 GI Y TREE _ <% .� 1.2.74 AC. � W �, (j -' THENCE along the southeasterly line of sold Tract 3 the • • w �I �✓ C,) w following_ xNEN v 53,769 S.F. w l 5TAIE OF EA EME T I lS� y • ^ ' CG L� North 44'5236" East a distance of 121.43 fret to a 1/2- CI II R.I PGZ 1Z12 �Ja , �„rr�.-s5 I� � JO inch Ton rod set f e P R 3 \ _O __ • z m P LL Q' i North an ro 16' East, d' tnnce of throes feet ne o 1/2- VOL C- i nch ss _ - • v.uF+, .RI.,, S co G,,d ran rod set f corner in a southwesterly hne of PIP N p • O• N w LL / Grid ron Way being d ted bed u Tract 3 to the City h W 1 iP Grapevine by deed dated February 19, 1997 and as shown o ( Y • CH Q said plot of GRAPEVINE MILLS ADDITION,said 1/2 nch iron n • v rod being the point of curvature of a curve to the right CITY OF GRAPEVINE 1� 0 "-'�' a �rj having a radius of 29.00 feet; a' 20' UTILT'i EASEMENT, 'b o �.�'� `T�P-�� j a- m THENCE clan the sorthwesterl line of said Gridiron Way the U Z CAB_ A, SLIDE 3718,P.R_T.CT C e.r REs pKQCNCo II 9 Y Y Q' „y 2 CABBUILDING SLIDE 2718K VOL. 12.139, PG 7n57 D.E.T.(..T. q a.crr REs Q 1/2" IRS Ili following: a w �Ea a. S • ) Southeaster) with said curve to the right through a central \ UNDO angle of 84'12'07" for an arc distance of 42.6Z feet a H _.I M c 11 P.R.TCT _---- a crrREs., - \ } > i� chord bearng of South 89'44'40" East and a chord distance a 1 I sTM MH --- • to ge 89 feet to a 7/2 inch iron rod set for the Doint of IDAGE EASEMENT �\ _ _ _ _ + _._. tangency, E 3718. P.R T.C_T. _- _-._. e.crPRE H .vPRr,s CO a - -- -- - - - - - - - - - - ---- - - - - -- - - - - - - f- - - South 47'38 37 East, a distance of 118,98 feet to a s vess II 1/2-inch iron rod set for comer, W W 20 DRAI -_ CAB_ A SLIDE o vw- s 1aNx 'e s n ,a. • s��. a�reNL O ro �1 t3r lo'ww VOL1 ,t 3sOH -�,11�R �j � �,•- --f- ---- South OT4536 East, a distance of 61.53 feet to the .Q GAF P S 11F 3"c R • a I - POINT OF BEGINNING; 1' 7)3 D R T.C.T. ) II crE naER oPncs /1`IRS • i - - - /2" - --- -- - - - -- _ CONTAININt cQ ,put�d Ore.of 5� square feet gr 1.234 acres INLET INLET • 0 a. .Y Rf,s 1 �� \ 2"WIR 2`WIN '� IT WTR Of land. A NOTES: - . .I _ no 'tom t. BEARING SHOWN HEREON ARE BASED ON THE PLAT OF GRAPEVINE 'w1R 20 win TRAFFIC20 MILLS ADDITION RECORDED IN CABINET A, SLIDE 3718, P.R.TC.T. AND _.. TPAFFIc'�'-" SIGNAL CONTROL POINTS NO. 153 AND NO. 154 PROVIDED BY KIMLEY-HORN -,_,_. __ _ _ _ _ L - F F' II POLE AND ASSOCIATES. _ THE SUBJECT TRACT OF LAND SHOWN HEREON LIES WITHIN ZONE X, AREAS ,r r _ ,--1 aM i SaS. --- `CJ\ PLAN 0 ,R PEViNE ILLS RESIDUAL L.P. DETERMINED TO BE OUTSIDE 500 PEAR FLOODPLAIN, AS IDENTIFIED Br ' CHICK.-T7L-a F/] POWT OF BE INNING CASEI ,225 3 0 THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE -. C T T�] LTT �+ � �� � LocnnoN. 255,BLOCK 5,MILLS CIRCLE EAST MAP, AS SHOWN COMMUNITY PANEL NO. 48439CG205 H. DATED AUGUST 2, STATE Al G HIGHWAY NO. 2V j LOT 1,OLocn s,cRAPE`nNE Nlus p 1995, FOR TARRANT, COUNTY, TEXAS. IF THIS SITE IS NOT WITHIN AN (A VARIABLE,, WIDTH R.O.W. ADDITON,PHASE I IDENTIFIED SPECIAL FLOOD HAZARD AREA, THIS FLOOD STATEMENT DOES - Q) NOT IMPLY THAT THE PROPERTYf AND/OR THE STRUCTURES THEREON WILL BE CONCRETE PAVEMENT FREE FROM FLOODING OR FLOOD DAMAGE. THIS FLOOD STATEMENT SHALL .,5C MArOR sccRETARv O y a NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. DAM' �. 3. UNDERGROUND UTILITIES SHOWN HEREON WERE TAKEN FROM RECORD -- --__ --.---_ - _--=- ------ -- -==_ -- - -- --- --� -- - PLANNINING AND ZONING canMISSION O INFORMATION, ACTUAL LOCATIONS WERE NOT FIELD VERIFIED EXCEPT TITLE COMMITMENT NOTE: 7 City of Grapevine Water and Sanitary Sewer Assessments AT SURFACE STRUCTURES SUCH AS MANHOLES AND INLETS. Only those easements and that information listed in Chicago Title Volume 12107, Page 1729, Volume 12101, Page 2272, and 12. First Amendment to Muster Declaration of Easements, CHAIRMAN _ Insurance Componys Title Commitment No. 1-630PG, issue date Volume 12101, Page 2297, DRTCT Covenants, Conditions and Restrictions SURVEYOR'S CERTMATE August 22, 1997, and Felt sted below were considered for this survey. (The subject tract of land is a portion of the Rosewood lost, No. D197137447, DRTCT DATE: No other easement research was performed by Bury+Pittmon, Inc. Properties, Inc. 129.314 are tract of land noted in said (The subject tract of land is a portion of the 4.819 acre tract SHEET 2 Or 15 Q THE UNDERSIGNED HEREBY CERTIFIES TO GRAPEVINE MILLS RESIDUAL documents) designated as Peripheral Parcel R-3 in Exhibit A of soid instrument) N y LIMITED PARTNERSHIP. CHICK-FIL-A INC&CHICAGO TITLE INSURANCE COMPANY: Schedule B: APPROVAL DOES NOT AUTHORIZE ANY City of Grapevine.Utility Easement 13. City of Grapevine Street Right-of-Way WORK IN CON Hot WTH ANY U ro 3. 25-foot Building Set back Volume 12139, Page 1257, DRTCT Volume 12747, Page 498. DRTCT CEDES DR ORDINANCES G1 THAT THE SURVEY OF THE PROPERTY AND DRAWING REFLECTING SAME WERE Cabinet A, Slide 2718, PRTCT As shown) ^' _ MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS (As Shown) ( (Does not lie within or adjacent m the subject tract) DEPARTMENT or DEVELOPMENT sERwcEs p y FOR ALTA/ACSM LAND TITLE SURVEYS FOR AN URBAN SURVEY, JOINTLY 9. Deciaratian of Restrictions and Reciprocal Easemeni Agreement 14. City of Grapevine Landscape Easement a ESTABLISHED AND ADOPTED IN 1992 BY AMERICAN LAND TITLE 4. Texas Power&Light Company Easements and Rights-of-Way Volume 12429, Page 2207, DRTCT Volume 12747, Page 503, DRTCT ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING, AND Volume 1349, Page 609, Volume 1873, Page 190, Volume 2139, (The subject tract of land is o p,, iF. of the 4.819 acre (As shown) INCLUDES ITEMS 1 THROUGH 11 OF TABLE A THEREOF. Page 351, DRTCT, (Unable to determine exact location) tract designed as Peripheral Parcel R-3 in Exhibit B of said o 5. 50 foot Gtgo Product Pipeline Company Rght-ef-Way Easement document) 15. City of Grapevine Public Park Tg Lot Easement Volume 1966, Poe 47. Volume '966, Poe 479 and Volume 1975 10 575 foot City of G Volume 12747, Page 504, DRTCT g 9 Volume Public common Access Easement (Does not Its within or adjacent to the subject tract) � BUry�Plttl7la11 DAVID J. DE WEIRDT DATE Page 507 Redefined a Volume 4684, Page DIRECT Volume 12429 Known as Tmct 3,Volume 12693, Page 297, DRTCT ll ✓�/ r REGISTERED PROFESSIONAL LAND SURVEYOR Page 2111 of and Volume adyac Poge no DRTCT (As shown) TEXAS REGISTRATION NO. 5066 (Does not I' thin nr adjacent to the subject tract) Consulting Engineers dlld SUPvO}'O7'S 11_ City of Grapevine Street Right-of-Wity.(A own Known as Tract No. 3 BURY&PITTMAN, INC_ 6. 50 foot State of Texas Drainage Easement Volume 12 (A 693, Page 305, DRTCT, s sh ) Detl T Fit 9 F./99I 0011 P 972/991 0278 5310 HARVEST HILL ROAD, SUITE 100 Volume 9804,Page 1213 DRTT Volume 7-147 Page 496, DRTCT D ALLAS, TE%AS 75230 (Does not lie within or adjacent to the subject tract) (Does net he within o adjacent to the subject tract) 972 991-OOt1 l�t. r�Zfl "!9 tilr LJo Aw,W _� _"s2.RCP_ ^..C4 �� �` IAlpmspx desoea A*...••.. ~ EP" ^ 1i, SITE Z/ _ GAPE N I �/ �� — e€ 0 t YI MILj� - — aoo T�i I ,-' c� aM CONCRETE pq yEMEN�l��Z 0 10 20 30 40 w : C.I. EAsr - =20' ___ �LS GAS MAIN / r, cd j o c l TO BE REMO Fro .. .._. I•l.. _ ID= 84'12'07" - - 44 52'36 E E I R' 22 lam 000 -- _ - 42.62' Np N _ Z Yr:> -� CH. BRIG. = S 89'44'40* CPA CL of coNsra N I CH.-DIS. , 38.89' ,� LAYOUT NOTES " 4, 27 1 �•���. �m t _ 0 _ t20.5 j PLANTED TRAFFIC ARROW T 1 /25'LANDSCAPE EASEMENT VAN ACCESSIBLE -- a• HAND�GN �.+... �,�, -- `_. � O / /{/�\\ � PARKING STALLS 4'PAINTED STRIPE ' ---� za -- ❑. _V h _ �} i � /� ❑3 STOP BAR 35' g U_E 8 10 B - ■ / \ / ® DRIVE TNRU STRIPING MONUMEM, I�I 1 _ HANDICAP SIGN SIGN Kj 1 j IN/MPSIfR _ • 1 % ❑5 STRIPING — 16e a •_e • , � ❑ ■ / _\®gp �� y �� \ - • \, /" 6 DIREO110NAL SIGWGE(OTHER THAN CHICK-FlL-A SINS) 1� _ C \ J � \�,\` 11 � _ -___ �• // 4// \I 1 � PAINTED HANDICAP PARKING SYMBOL r SPAC b �a• I CHICK-FIL-A MAN ENTRY HANDICAP RAMP COO �.� e-I A- �SPAC ® CURBED RAMP DETAIL v C. ❑ N T Q • \ 1 10 RECESSED FLARED HANDICAP RAMP RIG NOT ENTER J/ SIGNAGE 11 5 4 a. WHITE STRIPE / �S 11 INTEGRAL CURD RIGHT'TU�iONLY--❑ '5,R f 8 16 4"PANTED/�� 1 / 'ON-S(,E \\\I,, CURB DETAIL AT DRIVE-THRU WINDOW , L=1 I 13 BOLLARD AT DRIVE-THRU T103 "N RIGHT RN 6 9 �~ ...20 ` z32 50'POLE ECHO SERIES •�� ti 3 �.- ._ -a \25 50OLFUCG ., ,..�� BENCHMAR 14 STEEL PIPE BOLLARD FLAATLAS2'X3 G 1 • " - �y 15 CONCRETE WHEEL STOP(NOT USED) THE1 Op yal Rf1� I 16 SIDEWALK WITH PICTURE FRAME PATTERN zE IB t7 h '� vt (' 1 17 SIDEWALK ADJACENT TO CURB 0� ` ( �" i �L J > ',' 18 6'/7/1'ASPHALT PAVEMENT SECTION(NOT USED) - Q . z a 19 a CONCRETE PAVEMENT SECTION AT DRIVE THRU NOT USED) (� CHICK-f1l- o •1. -- o < ❑ 9]6]'FROM OF \., 18 w w - - a m BLDG BACK FACE OF BRICK I, •\S I W o 20 SECTION THOU CONCRETE PAVEMENT AT DUMPSTER(NOT USED) L� t ur 0 24 \ [~� U 21 CONSTRUCTION JOINT y ( F.F.E 552.00 CONTRACTION JOINT JOINT w v TO BLDG. CORNER ...__.—..__.._ 32 20H CONC.TO OLDG. -- - r Ay EXPANSKN!j ' _0 too Go.PL © ¢ V ' 0 1 The Ixation of thex RA-e shall be noted m the plans but not detailed: LIMOS OF CONSTRUCTION(TYP_) � 32 00 II I,I MENUBOAFiO AND CANOPY ORDERING STATION 1 ___ '?q ^P ._ g ♦ • 25 FLAGPOLE 100 � � II 26 GREASE TRAP � N 1 TL�J TRANSFORMER WHTE NEED 36' 'll 27 8 25' '� w N `� 28 DUMPSTER/STORAGE BUILDING •--H n q 6,U w ^y`PQ pJ 'd' a•PAINTED `I P 29 Fa' 4'P STRIPE 2 5 � - CHICK FlL A PRIME SIGN 6P ' O 30 CHICK-FIT-A ENTER SIGN ' ✓✓✓�. -1 , t, --- ` 31 CHICKSTIA -flL-A EXIT SIGN /M� L © PACES\ \ \\ `�\ / O O /v TRASH RECEPTACLES w W To-20'UTILITY ESMT=�— —1 WW= —/ \ {N,NMH —ID"WWI— ��Vim• -- "i� ',.I — 4 .,�_ ,r /l//// li/1_ Y.rl F+I \ / 15'LANDSCAPE EASEMENT • 12"WTR —— — — — VIN.C.I. S 42'21 Ot 12 WTR 234.80' ® Q 12 WAR DECELERATION LANE AND RIGHT-IN/RIGHT-OUT SHALL ` LICHi POLE-�Iy- _ 20 WTR BE CONSTRUCTED IN ACCORDANCE WITH TxG0T STANDARDS _� NOTES: 1.�KNFIL�A SPECIFICATIONS,SHALL BE IN ACCORDANCE WITH CURRENT 2.ALL CONSTRUCTION IN CITY RIGHT-OF-WAYS AND/OR EASEMENTS SHALL BE LP PLAN OE. GRAPN-FIL MILLS RESIDUAL L.P. - eT. e� a� — — e1 eel eie CHICK-FlL-A O IN ACCORDANCE WITH THE CRY OF GRAPEVINE STANDARD SPECIFICATIONS. rgSE/.CU9-63 3.ALL ON-SITE CONSTRUCTION SHALL ALSO BE IN ACCORDANCE WRH CITY OF LOCATON: Z255 GRAPEVINE MILLS CIRCLE EaSi GRAPEVINE STANDRAD SPECIFICATIONS. LOT 1,BLOCK S.GRAPEVINE MILLS //2 STATE HIGHWAY NO. 26 ADDITION,PHASE 1 .7 RO c4 4.ALL CONSTRUCTION IN STATE RIGHT-OF-WAY SMALL BE IN ACCORDANCE WITH (A VARIABLE WIDTH R.O.W.) TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. MAYOR SECRETARY CONCRETE PAVEMENT 5.PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL MAKE CERTAIN CATEy E- CQ FABRICATION SHALLALL BEGIN UNTIL THE CONTRACTOR AS ZON Nr OTHER DOCUMENTS AS PLANNINING AND COMMISSICW THAT ALL REQUIRED PERMITS U 0-4 CONSTRUCTION THOROUGHLYND FA APPROVEDABY ALL OF THE PE MIT�TING ANHOR ES D � RECEIVED 6 THE CONTRACTOR SHALL GIVE THE CRY A MINIMUM OF 48 HOURS NOTICE - — — BEFORE BEGINNING EACH PHASE OF CONSTRUCTION CHAIRMAN DATE / ] THE CONTRACTOR ISH RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING (� -- UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. SHEET 3 Di t5 41 Ey _ -- "'- --- ---- - _--___ ---- - ----- - --- -- '-" 8.IF CONTRACTOR FIND$A DISCREPANCY WITH THE TOPOGRAPHIC INFORMATION- _-__ ._ - APPROVAL ODES NOT AUTHORIZE ANY ON THESE PLANS,HE/SHE SHALL CONTACT THE CONSTRUCTION MANAGER/ WORK IN CONFLICT WITH ANY SUPERVISOR IMMEDIATELY. CARES OR ORDINANCES .� 9.CONTRACTOR SHALL PROTECT au_BENCHMARKS AND PROPERTY MONUMENTAIION DEPARTMENT OF DEVELOPMENT SERwCES O AND SHALL REPLACE OR REPAIR,AT HIS OWN EXPENSE,BENCHMARKS AND PROJECT INFORMATION REFERENCE BENCHMARK: MONIUMENTATION DISTURBED DURING CONSTRUCTION. CL CONTROL POINT NO. I",IRON ROD FOUND IN THE CENTER OF 10.IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS,THE VERTICAL ELEVATIONS CURRENT ZONING: COMMUNITY COMMERCIAL THE MEDIAN FOR STATE HIGHWAY NO,26 NORTHEAST OF GRIDIRON WAY: OF THE BENCHMARKS SHALL BE SET TO A TOLERANCE OF 0.010 FT. SRIS AREA 1.234 Aa.(53,769 S.F.) ELEVATON-551.77' BUILDING AREA 3,522 S.F. 11.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE MOTED. IMPERVIOUS AREA: 35.159 SF i2.REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING DIMENSIONS. OPEN SPACE AREA 18.600 SF ON-SITE BENCHMARK: I P 7 j'�(]p PAVING AREA 31,337 SF 13.BUILDING IS PARALLEL AND PERPENDICULAR TO THE S.H.26 PROPERTY UNE Bur'VTj j�,�jjj(A l,j �y TOTAL SEATING: 96 CHISELED' SET ON TOP OF INLET ON THE SOUTHWEST CURB ✓ / a LINE OF GRIDIRON WAY; /4.CONCRETE SHALL BE USED FOR ALL DRIVEWAYS AND PARKING LOADING AREAS. ■\`./. BUILDING HEIGHT. 21'-0' / EODBUItin Engineers BITd Surveyors PARKING PROWDED: 47 SPACES(3 ACCESSIBLE) ELEVATION=519.25' .y REFER TO PAVING PUNS FOR SPECIFICATIONS. Oallas,Teaas Tel 972/49I-0011 Faa 97'L/991-0278 15.PARKING LOT STRIPING SHALL BE DONE WITH NON-REFLECTIVE WHITE PANT, ��C y-.3h1 199:Bury&Dittmar DF1'.+ins. tOFrl 7 I�-- - -<P 0 10 30 40 I __----N _ OHO SAWCUT.REIAOVE PND - _ '__._..- - -..w I - - -- x INSTALL 27 Lf t8' (C REPLACE CONC.PMTT R AG CALCULATIONS GR n STALL 1B' 60 BEND Ar DRAINAGE �-tc91` IN E EYJN i I - - ORNNAGE AREA Tc 114 OIa I m Otro (CONTRACTOR TO VERIFY) E SILLS w - - -- AREA (A` C (Min) (In/Hr.) (cfa) (In/HT.) (cfe) REMARKS p� BOB on 1o.oa CONCRE7 AvE.ME CIRCLE y, �O I A 0.28 0.90 10 6.3 1.6 8.73 2.2 `.J•' el�.l O g G _ E P NT CAST B 0.66 0.90 10 6.3 3.7 873 5.2 �e}F m c Yry 67 LS GAS MAIN 10 C.1.(T¢BE REMOVED) ��4)DING NOTES c o 0 } - -- -`- - - -- 1 I CONSM.10'C.I. REMOVE 10 C L k I-- -' -----� --� - h -- - --- -------._ _,______ 1 SHALL BE IN ACCORDANCE WITH THESE PWJS AND Cltt STANDARDS AND J ,:, --- -- - �._ I � ALL CONSTRUCT GRADING � ��� I-MATCH EXIST. t8 LF 18'RCP ) --, --. I L SPECIFICATIONS 4)4) IL flay �_ 5h �c I c�' F=547.2D s2 1 't - 00 _ 5{2 5 h hC ; ? 2.PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS .d y 5'LANDS E E �r O � " 3 AND APPROVALS HAVE BEEN OBTAINED. R CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL +"1[-r i M _ _ APPROVED BY ALL OF THE PERMITTING AUTHORITIES. IEWED ALL PUNS AND OTHER DOCUMENTS `� -'Rgtt' Op THE CONTRACTOR HAS REGEVED AND THOROUGHLY REV u' 3.BARRICADING,TRAFFIC CONTROL.AND PRON I SIGNS SHALL CONFORM TO"STATE DEPARTMENT WITH Lr PVC TO RCP - - ------ - --- �*w ,ay • CI HIGHWAYS AND PUBLIC TRANSPORTATION BARRICADING AND CONSTRUCTION STANDARDS" AND THE WITH CONC.COLLAR ( O +` CITY SPECIFICATIONS. S � i 0� -� • • L \ I 'I % 4.THE CONTRACTOR SHALL VERIFY THE BEFORE OF ALL EXISTING AND PROPOSED SITE CONDITIONS N 10 N! -51.1 \ _ T A ---' • • INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION,FINISH ENGINEER a yK' 1 \ �\ L 'L ' �/ �ti^ \ \ M1 _ O /Y SHALL BE NOTIFIED IMMEDIATELY IS ANY DISCREPANCIES.MINOR ADJUSTMENT TO FINISH GRADE ^T /LO TO ACCOMPLISH SPOT DRAINAGE IS ACCEPTABLE,IF NECESSARY,UPON PRIOR APPROVAL IN THE j I C t L_Y y \ �/)'w' ,, \ \y0 eR • / I b0 / ENGINEER. PAVING INSTALLED SHALL FLUSH OVY AT ANY JUNCTURE WITH EXISTING PAVING. 1'CURB OPENING f \ L hp'� :A \, -�\ ryh I• 5_ALL PROPOSED CONTOURS ARE APPROXIMATE.PROPOSED SPOT ELEVATIONS AND DESIGNATED FOR I DRAINADE y O x 1 1 �� Lox \ \ \ 0 9 5 • GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES U . --' NNPG ) \\ n 'I 6.REFER TO SITE PLAN FOR HORIZONTAL DIMENSIONS. cU0'1 O /Ef1 J DRE 0• • I L I 7.UNLESS NOTED OTHERWISE ALL PARKING PARKING LOT GRADES ARE TO GUTTER OR INVERT_ , n P DIVIDE DRAINAGE AREA { • / ADD 0.5'TO GUTTER CA2ADE FOR TOP OF CURB GRACE. NO (TYP`_ I/) ,� f / / 8.SITE PREPARATION AND GRADING,FOUNDATION EXCAVATION AND FILL COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 4 • E 0 MAR ARCHITECTURAL BUILDING PUNS AND SPECIFICATIONS. S SHALL BE IN ACORDANCE WITH Y �Dyc �aBENCH E K i 9.EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLAB y, l0 O y t '� 1I, 9 _ GRADE ----_ III II Y 4� y 10'RCI 10,THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL ExISTING UTILITIES DURING THE V ' / INSTALL 2'X3' RA / ~ CONSTRUCTION OF THIS PROJECT. �, i'FLUME GO y y a 9,a _-G DAMN I• /J ry ry ID RC F 11.REMOVE EXISTING SHRUBS ADJACENT TO PARKING LOT PAVING(gLGNG GRIDIRON WAY) CHICK-�IL-A - IIJ AS REQUIRED TO TRANSITION GRADE FROM PROPOSED TOP OF CURB �BANROCPO ECT I 1)ii ! TO EXISTING GROUND AND REPLANT SHRUBS � • �J a4X,��, ��L' �p4a yoy`'' p�° ' o° "O Fi.si4�eo O 5 K w y STORM SEWER NOTES y0 SERIES 97-10 c,.50 �:w ti '�I w1 1_ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND CITY STANDARDS AND --- p - "a j AND SPECIFICATIONS_ o <' CJ' sso k ROOFH L ro 5° - Ll z li i U n w F F E. 552.00 ?.PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL MAKE CERTAIN THAT Al--REQUIRED l (y I -----_ { �O N PERMITS AND APPROVALS HAVE BEEN OBTAINED.NO CONSTRUCTION OR FABRICATION SHALL BEGIN 7 'i i r L UNTIL THE CONTRACTOR H45 RECIEVEO AND THOROUGHLY REVIEWED ALL PUNS AND OTHER j f y J V DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. _ __ ® l 49$ - ' 3.BARRICADING TRAFFIC CONTROL AND PROJECT'S SIGNS SHALL CONFORM TO"STATE DEPARTMENT 4B \ s�G OF HIGHWAYS AND PUBLIC TRANSPORTATON BARRICADING AND CONSTRUCTION STANDARDS'AND THE 5o ry� --_ , , DIVIDE 50.30 /!'� / y9 CITY SPECIFICATIONS C y y DIV10E (� o y' 4.THE CONTRACTOR SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS -� J - INCLUDING GRADES AND DIMENSIONS BEFORE COMMENCEMENT OF CONSTRUCTION.THE ENGINEER SHALL BE y0 1.p DRAINAGE I'I 51 �I NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. �-,!!�I 5.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PUN ARE BASED ON FIELD SURVEYS AND LOCAL VTILRY COMPANY RECORDS.IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE O. 4 VARIOUS UTILITY COMPANIES TO LOCATE THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. I�1 D (SEE PST FOR UTILITY CONTACTS) v 6 THE CONTRACTOR SHALL VERIFY ALL EXISTING INVERTS AND RIM ELEVATIONS PRIOR TO CONSTRUCTION 501 rt \ 7.ALL RCP SHALL BE A MINIMUM OF CUSS III- w ' _T _F 7-�.,/.. y`p ! / .G F-i 8.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS FOR 1--I PUBLIC WORKS CONSTRUCTION FOR NORTH TEXAS,LATEST EDITION,AND ANY SPECIAL PROVISION AS APPROVED THEm ,- 5 Br T c . W W 9 - - - _. _. -. / - - _------- ---�- --' -- - 9.GRATE INLETS TO BE PRECAST,SINGLE GRATE INLETS MANUFACTURED Bf BROOKS PRODUCTS,INC. 0.y s (1-817-467-2783)WITH TRAFFIC BEARING GRATE,OR APPROVED EQUIVALENT_ iw 10 WW= 20 UTI�L OR4INAGE _ __10'WW- - - - H -6UiD'WW=- __ - - _ - _ _ - _. P//`DIVIDE �1 NT �•/ \•/ d ECM 12'WIR C.I.C I. K 12"WTR • D ' 12"WTR -0.5% 2C WTR/ p. ._...-_._ _ 20 WTReOLE /, PLAN OF:Ge CHICK F1PEVNL AMILLS RESIDUAL L.P. CASE# CU97-63 LOCATION 2255 GRAPEVINE MILLS CIRCLE EAST yr °9 LOT TI BLOCK 5,GRAPEVINE MILLS CID ADDITION,PHASE t � REMOVE EXIST.R.C.I. ti STATE HIGHWAY N0. 26 PLUG ig'R.L.P. TRENCH SAFETY NOTES MAYOR SECRETARY a '8 (A VARIABLE WIDTH R.0.W.) 4v �'. I.IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND DATE: �+ CONCRETE PAVEMENT THE U.S.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION U 0� REGULATIONS,ALL TRENCHES OVER 5 FEET IN DEPTH IN EITHER PLANNININC AND ZONING COMMISSION H Do AND COMPACT OR SOFT'[ Cp HALL BE SLOPED.SHORED.SHEETED,BRACEDVNSTABLE E OR OT RWIISESSUPPORT O FURTHERMORE, M TRENCHES ALSOBEEFFECTIVELY PROTECTEDS S THAN 5 FEET IN DEPTH SHALL CHAIRMAN WHEN HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. DATE. Qt 2.IN ACCORDANCE WITH THE U.S.OCCUPATIONAL SAFETY AND SHEET 4 OF 15 (� HEALTH ADMINISTRATION REGULATIONS,WHEN EMPLOYEES ARE APPROVAL DOES NOT AUTHORIZE ANY N ti EXPECTED TO BE IN TRENCHES 4 FEET DEEP OR MORE,ADEQUATE y,A E"I MEANS OF E%T SUCH AS A UDDER OR STEPS,MUST B PROVIDED CODES OR FORDINANCEY (U ,S 'H E ST E P VIO cc AND LOCATED SO AS TO REQUIRE NO MORE THAN 2_ FEET OF y� LATERAL TRAVEL. ^ DEPARTMENT OF DEVELOPMENT SERVICES � 3.IF DURING CONSTRUCTION IT IS FOUND THAT TRENCHES ARE IN FACT 5 FEET DEEP OR MORE DEPTH OR TRENCHES LESS REFERENCE BENCHMARK: THAN 5 FEET IN DEPTH ARE AREA WHERE HAZARDOUS GROO UNO MOVEMENT IS EXPECTED, ALL CONSTRUCTION SHALL CEASE. CONTROL POINT NO,STATE IRON ROD FOUND T THE CENTER OF THE ITED IMMEDIATELY. AREA SHALL R BARRICADED AND THE ENGINEER m THE MEDIAN FOR STATE HIGHWA"N0.26 NORTHEAST OF GRIDIRON WAY; NOTIFIED IMMEDIATELY.SAFETY SYSTEM SHALL NOT RESUME UNTIL ELEVATION=551.77' APPROPRIATE TRENCH SAFETY SYSTEM DETAILS ARE SUBMITTED TO AND ACCEPTED BY THE CITY. ON-SITE BENCHMARK: 7 j y CHISELED"0" SET ON TOP OF INLET ON THE SOUTHWEST CURB B l ry+Pittman c 3 LINE OF GRIDIRON WAY; r ELEVATION=549,25' Consulting Engineers and Survevors Dall,,.T.... Tel 972/991-0011 ED,972/991-0278 '�C9,YriOh[ I95T Bury&Pittm9n-D1'I 12r °e CONSTRUCTION SEQUENCE o _ a L'`' I-OBTAIN GRADING PERMIT. �01� - PR T SjORL O ALL SREROLO RiN CONTROL MEASURES AND DEVICES THAT CAN BE INSTALLED 3.CLEAR SITE INSTALL ANY REMAINING CONTROL MEASURES AND DEVICES THAT COULD NOT BE INSTALLED PRIOR TO SITE CLEARING_ RARE SITE. 5 G 0 10 20 30 40 6 ISAGINST ALL AND NLDGROUND UTILITIES.INSTALL EROSION CONTROL AROUND CATCH cdc)O 7.INSTALL PAVEMENT. ® Q�O 8.INSPECT AND MNNTAIN ALL EROSION CONTROL MEASURES UNTIL ALL DISTURBED O ? w ----- -- _ OFFSITE&ONSITE AREAS HAVE BEEN HYDROMULCHED OR SODDED IN ACCORDANCE w 2 -- --- ---" -- .'- ----- -_-- - -. ---'— -- --'�- WITH THE LAND CAPE PLAN)AND A MOWABLE STAND OF GRASS 5 ACHIEVED. �IEJ CR'APE[/ - V_ -°mom 1 lcR�ILLNClRCLL' EAST EROSION AND SEDIMENTATION 0 (- m CONTROL NOTES .-6"LS GAS MAIN CD 1 RESTORATION WORK SHALL BE IN ___- N A i APPLIED ' -v C E WITH LANDSCAPE PLANS) D SEASON N WHICH THEY AREA LED ,y CE TH I .AROSOI DARCONTWYRIOL THE MEASURES. REOVIRDEMENTS R O�� PES SHALL OR I 4 O (INL ACCORDANCE COVER SUITAB SODDED THE SEEDED A WITH APPROVED GRASS,GRASS MIXTURE r� 3.BRUSH BERMS,HAY BALES SEDIMENTATION BASINS AND SIMILARLY RECOGNIZED TECHNIQUESAND MATERIALS, �) �v N `. 2 SHALLRE EMPLOYED DURING CONSTRUCTION TO PREVENT POINT SOURCE ❑ -- cd CD 25'LANDSCAPE EASEMENT - --- - FED MEY TARED WARRANTEDOF DOWNSTREAM FACILrtIES,ADDITIONAL MEASURES MAY BE REQUIRED E„-- - INSPECTION o� 4.AND APPROVALOFR�HE EROSION CONTROL MEASURES IT SHALL NOT RESPONSIBILITY OF THE � ION CONTROL STRUCTURES AND TO REMOVE CONTRACTOR TO MAINTAIN ALL TEMPORARY ERGS J,.1 - _-- EACH STRUCTURE AS APPROVED BY THE CITY. _ - __- THE SCATTERING IN SHALL U RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND j y 4 - D//MPSTFR Tj - / •- SCATTERING UI THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING 1 - �-- • • • s a � I OR OTHER SUITABLE METHODS OF CONTROL,THE CONTRACTOR SHALL COMPLY WITH ALL W / �;�1;-� �•IL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. I \STABILIZED J_1 i. 1 \ ,�\ `Y \ `\. \ \ ___ •'/ CONSTRUC10 1 ENTRAIN E �., 1.. F, \ r ` • I� ry . ...e f Y L .0 j 5G\ iGl1- -- - ` • 11 I 50' 0'MIN L 1 ` �J '� 7 �, • 1� C GRADE TO PREVENT RUNOFF _ - FROM LEAVING SITE 8'MIN. � I I RADEEXISTIN6 ROADWAY • y f` - _--___..- - \ / •I I F j NITS Rcl - 5P-O'MN. z ' 5�< ' _ FLUMECHICK-fil-A �P CJ{ SERIES 97-100 0- � _ / /J o I TO ROADWAY � F.F.E. SSz no -----f • I � PLAN VEW -_ NJ I tnSC� SILT FENCE .:, • I S N RA NO S. ry 1 ( ) 1. STONE SIZE 3 TO 5 INCH OPEN GRADED ROCK. S _ L 1 2- LENGTH AS EFFECTIVE BUT NOT LESS THAN 50 FEET �I TYP r III 3. THICKNESS-NOT LESS THAN 8 INCHES. I 4. WIDTH-NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS a WASHING WHEN NECESSARY.WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT �y p PRIOR TO ENTRANCE ONTO PUBLIC ROADWAY.WHEN WASHING IS REQUIRED,IT pI SNAIL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED 0 ENTERING STOP.DRAIN,DITCH,OR WATERCOURSE USING APPROVED PV��� METHODNT RING ANYSSTOPPMORRAIN,DENT BASIN.AATE SHALL BE PREVENTED SEDIMENTALL S. 6- MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS O . ✓ \ / THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS w w CONDITIONS DEMAND,AND REPAIR AND/OR CLEMOUT OF ANY MEASURES USED ay Qy z T \ //_ 0 I TO MAP SEDIMENT ALL SEDIMENT SPILLED.DROPPED,WASHED OR TRACKED 20 U I L � - 1 -_ -� ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. _,0'W __ 11L_ _$ _,0 ww— — — — -TO-Ww- �— \-- l L - ]. DRAINAGE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE .�1. r�I� �i AT r H �., // I SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. v `/ a-wTR cl: - 'c.I. 12"WTR so ,2"WTR STABILIZED CONSTRUCTION ENTRANCE -- Ix— c --- NTS z` F a� -_- - - R 20 WTR LIGHT POKE PLAN OF. GRAPEVINE MILLS RESIDUAL LP. V CHICK-FIL-A CASE O CU97 5 G 0 z Lp;Al10N: TOSS GRAPEVINE MILLS CIRCLE ULS Q ' TOT 1,BLOCK 5,GRAPEVINE MiLL4 2� STATE HIGHWAY NO 26 ADDITION,PHASE I :N o Q $ (A VARIABLE WIDTH R.0.W.) a� MAYOR SECRETARY � o CONCRETE PAVEMENT DATE. GENERAL NOTES-. C� PLANNINING AND ZONING COMMISSION O l t STEELPOSTS MICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.POST MUST BE EMBEDDED A CHAIRMAN � - MINIMUM OF ONE FOOT, THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR GATE. ~ x MECHANICAL TRENCHER.SO THAT THE OOWNSLOPE FACE OF THE TRENCH IS FLAT STEEL FENCE POSTS Q _ AND PERPENDICULAR TO THE LINE H FLOW.WHERE FENCE CAN NOT BE TREATED (MAX.6'SPACING) NOTES. SHEET 5 OF ,5 E-L IN(e.g.pavem=nt)WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL SIDE SILT FENCE 1. WITHIN FORTY EIGHT(48)HOURS OF POURING THE BLOCKOUT AND TOP, PUCE WIRE MESH APPROVAL DOES NOT AUTHORIZE AN ANY V td TO PREVENT FLOW UNDER FENCE. WOVEN WIRE SUPPORT WITH 17'OPENINGS OVER ALL CURB AND GRATE INLET OPENINGS SO THAT AT LEAST 12' Of WORK IN CONFLICT'WITH ANY (] +M _ WIRE EXTENDS ACROSS THE.INLET COVER-CUTTER AND AROUND ALL GRATES AS ILLUSTRATED. CODES OR ORDINANCES 41 THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW (12-1/2 GA.WIRE d FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH "'�� NET BACKING) IZ w M sn DEPARTMENT OF DEVELOPMENT SERVICES �1 2. PLACE SMALL SAND BAGS AGAINST THE WIRE 50 AS TO ANCHOR SAME AGAINST THE CURER, ,e e CC4APACTEU MATERIAL. GEOTEXTILE pi GRATE AND INLET COVER, R GRAVEL HLick 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POSTS OR FABRIC TRENCHTO WOVEN WIRE, "" SMUL swD eAG� FXe.ea water Q+ IF THE FILTER BECOMES GED WITH 5. INSPECTION SHALL BICH IS E MADE TURN WEEKLY ORCHED AFTERTEEA HE STEEL RANFALLENCE EVENPOST.AND REPAIR (� (BACKFILLED) 3 PERFORMS SEDIMENTFUNCTION,REMOVE THE SAND BACC,,EBRIS CLEAN OIT THAT AND IT NO REPLACEDTHEft D SAND BAGS, OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. FABRIC TOE-IN 4 MAKE WEEKLY INSPECTIONS OF THESE SEDIMENT FILTERS FOR CONFORMANCE TO THESE 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS �W. CONDITIONS. PARTICULARLY INSPECT ALL INLETS AFTER EACH RAIN. COMPLETELY REMOVE ALL Mlnimu NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. p:- SEDIMENT FILTERS UPON ESTABLISHMENT OF GRA55 AND FINAL STABILIZATION OF CONSTRUCTION Bury+Pittman 6'MIN. Sealment 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES. SITE. THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER 5 00 NOT USE A SEDIMENT FILTER TO CONTROL EROSION AROUND"f' INLETS.UTILIZE >\\ - AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. MIN SEDIMENT FENCES- concrete Gutter `Garb Inlet �Op Sllltlll� EIIglIle2TS Blld SUI'V2�'OPB --� 1(h"��� Oa11na,Teaxs TO 972/991-0011 Pax 972/901-OZ78 SILT FENCE TRDICH CROSS-SECTM TEMPORARY SEDIMENT FILTER AT INLETS CURB INLET PROTECTION �)C.py^9ht 1997 Bury&Httman-DFW N.T.S. NJ S. ro 0 10 20 30 40e SAWCUT AND REMOVE 3 85 LF /�'n�j -------____ 1"=20goo OF EXISTING CONCRETE CURB& CLj,ApLlr' , .�.rM� GUTTER.CONSTRUCT LONGITUDINAL �L'i YY I BUTT JOINT PER DETAIL THIS SHEEL. CONTROL JOINTS �' MILS C , qM� 5'X 5'GRID(GRAPEVINE MILL CIRCLE DRIVE APPROACH ONLY) NCRE jE P/)VEMENT Cl'E EA ST 4. _ CONSTRUCT 5' SnWCUT FULL DEPTH&CURB ----- _-'-- WIDE CUNCRETE &GUTTER V! SIDEWALK 00 O I- - W C.7 INSTALL 2-4' HEAVY DUTY(SCH � - - 24"LUBRICATED SMO OTH N0.6 DOWEL BAR V.J. PVC CONDUITS.CAPPED AT BOTH ENDS, AND EXTEND 24' BEYOND BACK OF CURB '�- -- --_ VERTICAL SAW F O E I PULL STRINGS ARE TO BE PLACED IN -�� - TOP 14'NO SEALING COMPOUND \ _ O _ / I /CUT,l/g"(MIN_) EACH CONDUIT. CONSTRUCT 4' Y..ro-- ---- HOi POURED RUBBEP WIDE CONCRETE �� - JOMT SEALM COMPOUND SIDEWALK �...__-.__-______-_. _._--_._-- • \ 1 /_ a PROPOSED XISTING 4 ad n ---- _ PAVING PAVING - ---- \ / -r- 1/4 TE j D//MPSrE -� • 7 o --- __ CONTROL JOINT(ttP.) • ® • \ I / 5 _ li I'-3'MIN. DOWEL SPACEp ON TWO IZ) 1 e FOOT CENTER TO CENTER, _ I uOTES: i PAVEMENT THICKNESS 6 INCHES OFF TIE BPRS. • i.N0.5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT TBCHNESS. w : 1 1 j _ -- - • 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED , t IN PLACE Of LONGITUDINAL HINGED(KEYWAY)JOINT i .- ---- w AT CONTRACTORS OP 1'CURB OPENINGDOWEL BARS SHALL BE BE DRILLED INTO PAVEMENT FOR DRAINAGE HORIZONTALLY BY USE OF A MECHANICAL RIG. - E.J. • I __ EXES NG BY FIND IS NOT ACCEPTABLE,PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. • -- • II EELONGITUDINAL BUTT JOINT DETAIL - • NTS � 2,'FLUME CHICK-fil-A O PAVING NOTES p/ a �) SERIES 97-100 E • Ijl I I_ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE CITY STANDARDS AND I SPECIFICATIONS. 1 Qy' U 2_ALL MATEP.IALI AND WORKMANSHIP SHALL CONFORM TO THE STANDARD AND SPECIFICATIONS F WCONSTRUCTIONC F R TN T m OR PUBLIC,WORKS 0 NOR TEXAS LATEST EDITION AND AM SPECIAL IT J II t K V j PROVISION AS APPROVED BY THE Gitt. • i� j 1 3,PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED PERMITS AND APPROVALS NAVE BEEN OBTAINED, NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECIEVED AND THOROUGHLY REVIEWED ALL PLANS AND DOCUMENTS APPROVED BY 1-'--' - ______ .J. .-� • • • ••• THE PERMITTING AGENCIES, 1 EJ. ` -- ^ ®•• li 4.DURING THE CONSTRUCTION OF THESE IMPROVEMENTS,ANY INTERPRAIATION OF THE STANDARD 0((''�,, SPECIFICATIONS FOR THE PUBLC WORKS CONSTRUCTION AND ANY MATTER WHICH REQUIRES THE U1 I j �I APPROVAL OF THE OWNER MUST BE APPROVED BY THE CITY ENGINEER OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING DECISION COMMENCES. ^� g0. ✓� ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH ARE MADE DURING THE BIDDING PHASE y W _ WILL HAVE NO BEARING ON THE DECISION. O ail 5.PAVEMENT SHALL BE 5'THICK,ADDS PSI REINFORCED CONCRETE PAVEMENT ON 6"THICK COMPACTED SUBGRADE. p j 6.THE ON-SITE SUBGRADE SHALL BE 6'THICK AND SCARIFIED AND COMPACTED TO AT LEAST 95 PERCENT OF Q j STANDARD PROCTOR MAXIMUM DRY DENSITY(ASTM 0689)AND WITHIN THE RANGE OF I PERCENT BELOW W w j AND 2 PERCENT ABOVE THE MATERIALS OPTIMUM MOISTURE CONTENT. THE MOISTURE CONTENT OF THE SUBGRADE SHOULD BE MAINTAINED UNTIL THE PAVEMENT SURFACE IS PLACED 0 7.BARRIER FREE RAMPS SHALL BE CONSTRUCTED AT ALL STREET INTERSECTIONS AND ✓ DRIVEWAY APPROACHES_ w w / f1 B_REFER t0 SITE DETAILS FOR DETAILS OF JOINT,CURB,SIDEWALK,ETC. CONTROL JOINT(ttP.I • / ` F+I.�E FTT+A-A�.I� i i ( I E.J. • __ � I I _ DECELERATION LANE AND RIGHT-IN/RIGHT OUT SHALL \ LAN S RESIDUAL P 8E CONSTRU TEL IN ACCORDANCE WITH T.DOT STANDARDS-� - AL .--1 C TO GRAPEVINE MILLS P OF: GRAPEVNE MILL CHICK FIB CAM p: CU9i 63 LOCATION 2255 GRAPEVINE MILLS CIRCLE EAST O LOT I,BLOCK S, ADDITION,PHASE I CID STATE HIGHWAY NO. 26 - 1� MATOR SECRETARY z (A VARIABLE WIDTH R.O.W.) DATE _ o CONCRETE PAVEMENT PLANNININC ANY ZONING COMMISSION v o p„ CHAIRMAN OATS: N SHEET 6 OF 15 cd APPROVAL DOES NOT AUTHORIZE ANY Q F WORK IN CONFLICT WITH ANY y CODES OR ORDINANCES +A E_ Ji DEPARTMENT OF DEVELOPMENT SERVICES Cl Bury+Pittman r Consulting Engineers and Surveyors D.11 ,TX... TO 972/991-OOLI Fax 97Z/991-0278 \\\,,...///C5 :rnY,Tgnt 199, BVry AL Pltt'__DI'W Inc. OF?k%l R WHITE NON* 6'R PAINT 0 S1. T-T G, V-, 0, woo -T OHMIC) =cqco AW49 T- T- 3 7 Y" I v B. T H R U C -�, T NOTE.ALL TRAFFIC FLOW ARROWS TO BE T! SOLI YELLOW REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE, co TRAFFIC FLOW ARROW DETAILS 00 9k 81 OF PARKING SPACE NO N.T.S. DRIVE-THRU STRIPING/LETTERING DETAIL INTERNATIONAL HANDICAP SYMBOL qF N.T.S N.T.S. of VARIES 24- (SEE PINS) C WIDE NON-REFLECTIVE .H4'WIDE N-FEFLE IVE WHITE STOP LINE RE CURB WHITE T PAINT STRIPE F- WHITE PAINT STRIPE STOP SA WIDE WHITE STRIPES - EXPOSED ED GES TO SEE LAYOUT ,N AG' TS. CRA DIUS (V.RIE5 Cr-12' j LAYOUT t SEE L �5 �7 THICK �,—RAMP TO HAVE IF 6 CONCRETE IDEWALK WIDTH VASES RIBBE SURFACE I SEE SITE PLAIN 4:' WIDE WHITE 'NO PARKING' §w RFPIW 60 DEGREE STRIPES L 5T VARIES, Y HEIGHTCONCRETT IF TO, NOTE DRIVE-THRU LANE CURB MONOLITHIC CONCREE PARKING STALL DIMENSIONS To BE IN ACCORDANCE WITH 4' STWE ADJACENT AT NOTE HC RAMP(4000 E,Q APPROPRIATE GOVERNING AUTHOROYS STANDARD AND THE ALL STRIPPING TO BE WHITE DIMENSIONS SHOWN ON THE HE NON-REFLECTIVE PAINT (-2 ) STANDARD PARKING STALL DETAILS STRIPING DETAILS HANDICAP RAMP AT MAIN ENTRY DETAIL N T,S 2� 24" 2�1' -fN NO SME RED REFLECTIVE COLOR Clr'CLE RED REFLECTIVE COLOR LNT BACKGROUND MING BACKGROUND DO RED REFLECTNIE COLOR THIS SIGN TYPICAL AT 5UEXP NSION JOINT VD4UB FOR NOT BACKGROUND VAN ACCESSIBLE LOP DRIVE-THRU WHITE REFLECTIVE COLOR PARKING SPACES IN WHITE REFLECTIVE CO :7�LETTERINO&EDGE WHITE REFLECTIVE COLOR DRIVE-THRU LETTERING&EDGE SERVICE LETTERING&EDGE cc PENALTY SON WITH RAIIE TO HAVE CURB RIBBED SURFACE WO DING AS REQUIRED A THICK YELLOW REFLECTIVE BY LOCAL GOVERNING AGENCY GONG SIDEWALK TRAFFIC PAINT FLUSH MONOLITHIC CONCRETE ED RAMP SQUARE TUBING r,3' SQUARE TUBING 37.5'SQUARE TUBING (4000 PSI) STOPSIGN WHERE (ALUMINUM) (ALUMINUM) (ALUMINUM) -&:7'INDICATED(3T.30") —MEXICALI RED COLOR ----MEXICALI RED COLOR --�MEXICAU RED COLOR —S'X I"SW A.FLEMING CURB HEIGHT ElY�PO ED EDGES TO HAVETOOLED RADIUS oN STOP BAR NOTES VARIES. IS �SIGNN IS IS TO HE 08 NON-ILLUMINATED NOTES: NOTES. NOTES, FABRICATED W/ANUT COP)APPLIED SIGN IS TO BE S/F.08 SIGN IS TO BE S/F 08 SIGN IS TO BE S/F 08 T TO THE FIRST SURFACE NON-ILLUMINATED ALUMINUM NON-LUG.NATED ALUMINUM NON-LUUM NATEL ALUMINUM LETTER STYLES TO�HELVIETICA MEDIUM, FABRICATED W/VINYL COPY FABRICATED WIVINYL COPY FABRICATED W/VINYL COPY COLORS TO BE PER LOCAL APPLIED TO THE FIRST SURFACE APPLIED TO THE FIRST SURFACE APPLIED TO THE FIRST SURFACE GOVERNING AGENCY ol SOLID RECESSED FLARED HANDICAP RAMP DETAIL 6"WIDE STRIPING MWAL UNIT VIDIME MiN DWE-THRU SIGN DO NOT ENTER SKIN HANDICAP SIGN N.T 5 E- 'STOF` GRAPHIC z ONLY WHERE PLAIN OF E`,INF'ILLS RESIDUAL LP SHOWN ON PLANS. 24" 2�! 04- CHICK-IIL_A REFLECTIVE COLOR O'-S'R 0'-2R CASE# CU97- -02"R WHITE &EDGE I— I LOCATION 2255 GRAPEVINE MILLS CIRCLE DST :E TP) RIGHT RED REFLECTIVE COLOR NO ONE -��,WHITE REFLECTIVE COLOR 0 1,BLOCK 5 GRAPEVINE MILLS q E- ADDITION,PHASE I TURN BACKGROUND LEFT-—RE REFLECTIVE COLOR LETTERING&EDGE En STO I TU BACKGROUND 2 WAY- R D REFLECTIVE COLOR RN- --RED REFLECTIVE COLOR —OR ---SECRETARY SEE PLAIN VIEW t ()NLY —WHITE REFLECTIVE COLOR BACKGROUND ::�WHITE REFLECTNE COLOR BACKGROUND DATE, LETTERING&EDGE LETTERING&EDGE Tx,� SQUARE TUBING AND ZONING COMMISSION (ALUMINUM) MEXICALI RED COLOR S V SQUARE TUBING TIr SQUARE TUBING SlY SQUARE TUBING (ALUMINUM) (ALUMINUM) CHAIRMAN STOP LINE GRAPHIC DETAIL MEXICALI RED COLOR MEXICAU RED COLOR MEXICALI RED COLOR NOGES 1) [— SIGN IS TO BE S/F 08 DIE. NON-ILLUMINATED ALUMINUM -D SHEET 7 OF 15 3 N.T.S. APPLIED ED THE FIRST SURFACE APPROVAL DOES NOT AUTHORIZE MY FABRICATED W,SANC.COPY WITH N TFS. NOTES, NOTE LETTER STYLE TO BE HELVETICA WORK IN CONFLICT SIGN IS TO BE S/F 08 SIGN IS TO BE S/F 08 SIGN 15 TO BE S/F.08 MEDIUM C-7 OR ORDINANCES -P, NON-ILLUMINATED ALUMINUM NON-ILLUMINATED ALUMINUM NON-ILLUMINATED ALUMINUM al. v) FABIRCATED WYVINYL COPY FABRICAT'D W/'VIWL COPY FABRICATED W,/VNYL COPY DOT APPLIED TO THE FIRST SURFACE APPLED TO THE FIRST SURFACE APPLIED TO THE FIRST SURFACE STYLE SIG DEPARTMENT OF DEVELOPMENT SEWCES COP'TO CHANGE AS NEEDED MHT TURN ONLY SIGN STOP SYCAN NO LOT TURN SM OW WAY Bury+Pittman Consulting Engineers and Surveyors SIGNAGE DETAILS D.11-T... TO 972/991-0011 fu 97�/991-0270 C6 N.T.S. OF Y -BROOM FINISH AREA W ^8 I/2"EXPANSION JOINT INSIDE OF CHAMFER FOR PICTURE FRAME W WIDTH VARIES CONC,CURB BOLLARD 1/2"CONTROL JOINT EFFECT(T .) VERTICAL SAW CUT HOT POURED RUBBER 5'-G" (S E LAYOUT P N 5'-0" 3/8"WIDE(MIN.) JOINT SEALING COMPOUND T (TOP 1/4' NO SEALING COMPOUND) RAMP TO HAVE RIBBED _ "1 `T 1 I LAP BARS 30 DID. ' /Y DEEP KEMAY L TIE SU PEACE(TYP.) 4 - SECOND POUR a ° _i _ •a n FIRST \\X POUR 'D —¢-S / / �. /i ," - - n •••..a r - A G as 0 �0 0 0 6"CURB - li/ S a - ! I 5 0 `T MOOTH FINISH AROUND- / BROOM FINISH AREA EDGES TYPICAL �•1 INSIDE OF CHAMFER M0� FOR PICTURE FRAME �3 BARS ON 24" CTRS.BOTH WAYS ��L(D FLUSH 4000 pei CONCRETE RAMP EFFECT �nr, EXPANSION JOINT 4`MIN.THICKNESS THROUGHOUT ! 3000 PSI CONC. - r,o )RECESSED FLARED HANDICAP RAMP DETAIL '' _i KEYED CONSTRUCTION JOINT DETAIL �� SUBGRADE COMPACTED AS SPECIFIED 6x6 10/10 WWF r t_ W PR MOLDED E%P-JOINT-� * CD O O FILLER. ALL EDGES P"� 0 04 SQUARE EXPANSION JT CON TROT JT. 5EC11ON BOLLARD AT BACK OF Ln� 13 DRIVE—THRU WIDOW �CONCRETE SIDEWALK WITH PICTURE '�E. �., NJ S, ` - `"I.,I FRAME PATTERN DETAIL VERTICAL SAW CUT HOT POURED RUBBER ti N.T.S_ 3/8" WIDE(MIN.}-x /�JOINT SEALING COMPOUND V (TOP I/a" NO SEALING COMPOUND) w a. - T- - - - - - PLANTING AREAS MAY EXIST BETWEEN THE STEEL POST CAP BUILDING AND THE BACK-OF-SIDEWALK (SEE SITE PLAN),EXPANSION JOINTS DO NOT N3 BARS ON 24"CTRS B RARs S PP S OTH WAYS - ' - APPLY TO SIDEWALK SECTION ADJACENT TO _ PLANTING ARE 6"m STEEL PIPE- NU ' BOLLARD HEIGHT 22 SAWED DUMMY JOINT DETAIL - FILL WITH CONCRETE TO BE 5'-0"AT ---P�S IH CONCRETE, DRIVE THRU WINDQ.I i - N.T.S. !. .O AND DUMPSTER SIDEWALH,SEE DETAIL (SEE SITE PLAN) �. 2"RAD OF ENCLOSURE `\ VARIES PAINT BOLLARD PATH EXTERIOR ENAMEL,RED --1/2" EXPANSION JOINT � ANCHOR PIPE IN � �1 .. J'•O. .. w n CONCRETE FOOLING BUILDING L 0"x2'-6"OF i a / CONCRETE CURB CURB 'I CONC-CURB .--1/2" EXPANSION JOINT I -3 GOITER SEE DETAIL Y3 BARS 11 BAR O !-O.C.E.W. / SLOPE PAVEMENT AS SPECIFIED 24"NO.8 SMOOTH DOWEL \ \^ \ \ a 16 DOWEL COATING y ^/ �� BUILDING a \ I—III C POURED RUBBER JOINT SEAL 2"MIN IN COMPOUNG ` /\ N TOP 1 4' N SEPLINO COMPOUND) \\. FOOTING �� - -1 1/4` MIN. • \ \ 27°/ CLEARANCE INTEGRAL CURB DETAIL //' // COMPACTED SUBGRADE' III=1 =11=1 a MIN. I-If -- — - AS SPECIFIED 4 a � N.T.S. ✓ \ r /\ !/i�i i RED WOOD EXPANSION JOINT FILLER ) a ^� EL Q__ r NOTE M}BARS ON?4"CTRS.BOTH WAYS DO WFIL DOWELSLEE� AND B EOSECURED I y W✓"� CONTRACTION JOINTS AT 5'-0"O.C.TOOLED 1/4" (a1/6'-0)WIDE. I'OR MAX.D/4 NOTE.ALIGN CURB AND TO BE INSTALLED 1' SE E-I DEEP WHICHEVER IS GREATER.EXPANSION JOINTS AT 20-MAX.&ALL P.C.s UNLESS SIDEWALK JOINTS. NOTE:DQWEL5 AND REINFORCING APPROVED OR INDICATED OTHERWISE ON PLAN VIEW JOINT PATTERN. BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE ,a STEEL PIPE BOLLARD DETAIL 2a TRANSVERSE EXPANSION JOINT DETAIL N-T.S. N.T.S. SIDEWALK ADJACENT TO CURB DETAIL In. aW. FACE-OF-CURB- N.T.S. 1 IV o FACE OF BUILDING :o -', A DRIVE THRU PLAN VIEW _ U] TRANSITION FROM 6"STANDARD CURB I PLAN OF:GRAPEVINE MILL5 RESIDUAL L.P TO 8 WIDE CURB SECTION WITHIN 2' N.T.S. 2�/�6"STRAND W11H .I CHIC-I-A OF EITHER SIDE OF DRIVE-THRU 1 1/2"CLEAR FROM END �� CASE�. LINT-bJ Q OF CURB OR 2-(/3 REBAR LOCATION'.2255 GRAPEVINE MILLS CIRCLE EAST F 1 OUTSIDE FACE ") LOT 1,BLOCK 5,GRAPEVINE MILLS PQ 11 OF BUILDING J ADDITION.PHASE I O I� 112'EXP.JOINT BETWEEN BUILDING AND CURB y D' MAYOR SECRETARY W DATE. E 5%8"HOLES FOR I/2 PINS F_ PLANNINING AND ZONING COMMISSION STEEL. LONG HOT O CONCRETE I _ ROLLED STEEL(2-REQ'D.).-� - 6'x6 j3000 psi CONCRETE PAVING `�� -- "x6 GAUGE WIRE MESH CHAIRMAN .. ° GATE: SHEET 8 OF 15 \�\ \„\ `� ✓ `F ° °< BUILDING FOUNDATION ' SUBGRADE COMPACTED TO [] V- / SEE ARCM.DRAWINGS) ---__ - _ / / J EVE , `Di 959 STNO.MODIFIED PROCTOR APPROVAL DES NOT AUTHORIZE ANY •N _:_D ____ _s _ _2 D _ a_.� \,�,�\ A ��A,v WORK w coNFucr WITH ANY (.-I LAP ,.! FROM THEESURFACE OF THE S�TED 2" CODES OR 0RDINPNC[5 U � ( F O DEPARTMENT OF DEVELOPMENT SERVICES n OMPACTED SUBGRADE AS SPECIFIED `,.%tr `` r,�CONCRETE PAVING AT DRIVE—THRU a cn (15 ,z�CURB SECTION AT DRIVE—THRU WINDOW STANDARD WHEELSTOP NITS._J N.T.S. - "T Bury+Pittman Consulting Engineers and Surveyors Da11as,Tesas Tel 972/991-0011 eat 972/991-0278 (r]Copycgot 1991 Bery 4 P11"', c. �C1�F 78`i %-- ti-- ---- pr 000 CY" NCO 0 10 20 30 40 1 1 _ o @ a0 km a GRAPEY jNE CON RE LLS' CIRCLE AST E I q CDPROP.10'G RCP - E P EME"T ,o aN_(TD BE -- ! - - — - LAYOUT NOTES 0 0 —-_--- - - - - -- INSTALL T TAP TO EXIST i WATER MAIN. / S L LIE .. L _.__.._ --_- I �/./ 2❑ INSTALL 1 1/27 DOMESTIC SERVICE METER AND METER BOX >.!� TRANSFORMERS 1 �.w --- -t-_____ i 2 +/ ❑3 INSTALL I-IRRIGATION METER AND METER BOX V 1 �4j U+ /25 LANDSCAPE EASEMENT L OAK ---- R.; - T 1 ------ _ --'-'--- - - ® INSTALL i Y 1 COPPER DOMESTIC WATER SERVICE.PLUMBING C a 15 CONTRACTOR TO COORDINAIAA WIT H H BUILDING CONTRACTOR. 6E - C K � % 14 U F. � y _ $❑ 3/4'CW TO DUMPSTER POSE HYDRANT __-_ • ECG•R \\ /� \ .' 4-T -- • • • \•. + ./ T INSTALL 4'TAP TO EXIST.10"WASTEWATER YNIhlPAtEk ----- - /+ I 10'EL S 539.40 1 i 4'SCHEDULE 40 PVC WASTEWATER SERVICE LINE(2%MIN.SLOPE) d � \ J Tr.-_ __ ,iC aC>5 a / \ �' � 8❑ 4"CLEANOUi v i ° PRECAST 1000 GAL CAPACITY GREASE TRAP.PLUMBING CONTRACTOR 1 $ • ^/ +�Pi TO COORDINATE WITH BUILDING CONTRACTOR. TOP RIM OF MANHOLE ! I ♦'\ \ i TO BE IY2'ABOVE FINISH GRADE I I � 47 KITCHEN WASTE LINEi PROPOSED GAS SERVICE • L F r 1 / VENT UNE '., �` __-_.___. _ � • I I 4 RESTROOM WASTE LINE --__ - 13 • PaAUs 0'B.C. ,3 DUMPSTER WASTE LINE i,-` -f DUMPSTER PAD DRAIN REFER TO P-32 , 1$ DUMPSTER POST HYDRANT REFER TO P-31. 2'%3'G I ''FRCP- 1 BENCHM�AR t z 10 R.C.I. 4 1 T 1 1, CHICK-{/L-A =� •� � o WW � I SITE WATER/WASTEWATER NOTES <O V B •_ w 1 1.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND CRY CC �� 00 SERIES 97-100 i u 'I T'ti� ; STANDARDS AND SPECIFICATIONS. �9 G i t0 F F_E, 552.00 9 •�� Q �O 2.PRIOR STATING CONSTRUCTION,THE CONTRACTOR SHALL MAKE CERTAIN 'I 1 GAS METER ! u ( Ty U TO AL-REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED.NO ID ^r rI. CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS I V - RECEIVED AND THOROUGHLY REVIEWeD ALL PLANS AN O OTHER DOCUMENTS AS 1 I APPROVED BY ALL OF THE PERMITTING AUTHORITIES. • 1 �I 3.THE"TRACTOR SWILL VERIFY THE AND DIMENSIONS OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AD DIMENSIONS BEFORE COMMENCEMENT OF _ 1\ • • ••i \ OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY v� -__.__ __ 1 • • \ II I I DISCREVANCIES. 1 � 1 • REss L 'A"PRL-ss II I I 4 i• ('', 4.THE LOCATION OF UNDERGROUND UNUnES SHOWN ON THIS PLAN ME BASED ON p� H. YrRE55 \J II; FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS.IT SHALL BE THE CONTRACTORS NLL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO FIELD LOCATE THEIR UTILITIES PRIOR TO STATING CONSTRUCTION. a Eli ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARDS AND A� 7 + r �pd V SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH TEXAS,LATEST 0 ClF RE55 P CYPRESS EDITION,AND ANY SPECIAL PROVISION AS APPROVED BY THE CRY. i O 5� 6. HE CONTRACTOR SHALL VERIFY A__EXISTING INVERTS AND RIM ELEVATIONS PRIOR O Q � I � CONSTRUCTION.SLM W w 1 yGp d.CYPRESS MH- Ii 1 d.f�r�/f SS a v- 20'UTILITY ESMT... 1 _6 --_.. - ---- -.-.. ____- • _. .��S ____ ... _ _ -.. -._ --__-_.__ _.-- __-- _ ---_ .._ -� ///.//j/� �//17 F+1 (n�� y o \ - i > 6 PPF.. .� v. . _ I [�L.,,.,,,a,• i [O IC-1 d RC _ o ww - 1 - _0' —+D ww —— "wKMH — —qo i — —— —— — J- — —— ——— —- CJ FL 10• 539.40' - -LA SCAPE=ASEM�EN,T-___ 5-- • / crF.eFR DP� �� - 3� 2 _ 8. ram_ / 2 IY wTR .: T>f- - ---- c.I. tr wm IY wTR W _ � 2P WIR - `� LIGHT POLE-he ZO PLAN OF'.GRAPEVINE MILLS RESIDUAL L.P_ 11-4 _ VI ' CHICK-NIL-A ,•1 CASE O CU95 G IOCATON: 2255 GRAPEVINE MILLS CIRCLE EAST r�11�A R C.I. LOT 1,BLOCK 5 GRAPPANE MILLS `/ (TO BE REMOVED) ADDITION,PHASE I � �. y O 0-4 STATE HIGHWAY NO. 26 MAYOR SECRETAP.v � (A VARIABLE WIDTH R.O.W.) °A,e o CONCRETE PAVEMENT PUNNNING AND zeNlNc coMMlssloN n" a t0 CHAIRMAN O ATE - .__ SHEET OF 15 ti UTILITY CONTACTS APPROVAL°DES CONFLICT "UiTH AN ANY ca WORK IN CONFLICT WITH ANY rODES DR ORDINANCES � y F ---._._ _.-_ - -.. ___- - _ -__._ ._ - ____ ____ --_ _-__ __..__.. __--__- ._..._.__ -_-_ _.___ _-- _._ _ __._._— -'.- UTILITY UTILITY COMPANY CONTACT PHONE C> - ELECTRIC TU ELECTRIC MIKE GAREN (817)856-2579 DEPARTMENT OF DEVELOPMENT SERVICES A TRENCH SAFETY NOTES BED1 R.INDUSTRIAL DFORD,TX 6521 76521 BLVD. y C) � Ay 1.IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND 3.IF DURING CONSTRUCTION R IS FOUND THAT TRENCHES ME GAS LONE STAR GAS CO. THE U.S.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION IN FACT 5 FEET DEEP OR MORE IN DEPTH OR TRENCHES LESS 669 AIRPORT FREEWAY JEFF WYLIE (817)280-9731 REGUWTIONS,ALL TRENCHES OVER 5 FEET IN DEPTH IN EITHER THAN 5 FEET IN DEPTH ME IN A AREA WHERE HAZARDOUS REFERENCE BENCHMARK: STE 205 HARD AND COMPACT OR SOFT AND UNSTABLE SOIL SHALL BE GROUND MOVEMENT IS EXPECTED,ALL CONSTRUCTION SHALL CEASE. HURST,T%76053 SLOPED.SHORED,SHEETED,BRACED OR OTHERWISE HALL BiED. THE TRENCHED AREA SHALL BE BARRICADED AND THE ENGINEER CONTROL POINT NO.164.IRON ROD FOUND IN THE CENTER OF FURTHERMORE,ALL TRENCHES LESS THAN 5 FEET IN DEPTH SHAD. NOTIFIED IMMEDIATELY.CONSTRUCION SHALL NOT RESUME UNTIL THE MEDAN FOR STATE HIGHWAY NO.26 NORTHEAST OF GRIDIRON WAY: TELEPHONE GTE ALSO BE EFFECTIVELY PROTECTED WHEN HAZARDOUS GROUND APROPRIATE TRENCH SAFETY SYSTEM DETAILS ARE SUBMITTED TO ELEVATION=551.7T 3500 N7506E ROAD UNDA BACON (972)613-1101 MOVEMENT MAY BE EXPECTED, AND ACCEPTED BY THE CITY, IRVING,TiT ]5062 R V I p }} . ', ON-SITE BENCHMARK: B ll,e✓ rl 1 1,l, l a n P S 1 2.IN ACCORDANCE WITH THE U.S.OCCUPATIONAL SAFETY AND WATERJWASTEWATER PUBLIC WORKS HEALTH ADMINISTRATION REGULATIONS, CRY OF GRAPEVINE STAR TASTER (81])461-03]2 WHEN EMPLOYEES ARE CHISELED' SET ON TOP OF IN(ET ON THE SOUTHWEST CURB PO BOX 95104 COIISU)t111(,Engineers Blld SUTVP.yOTS EXPECTED TO BE IN TRENCHES 4 FEET DEEP OR MORE.ADEQUATE LINE OF GRIDIRON WAY; GRAPEVINE,TX 76099 De11.%E,... Tel 972/991-0011 Fax 972/991-027B MEAN OF EXIT,SUCH AS A LADDER OR STEPS,MUST BE PROVIDED ELEVATION RON W' AND LOCATED SO M TO REQUIRE NO MORE THAN 25 FEET OF �CgoyrignL 1397 p,lry h Pi!tmc+i-DF'N Inc. LATERAL TRAVEL. 4' 641 --r --------- p '000 ----------------- -----r--- --------------- O o°i� r Z - t----------- -------------N EIROtpy PwarE - -------- ------------------ ��/ i RAPEVINE -- -------- -------r 1R;vs¢;,E----- - t--- ----' o cc t rr CONCRETE PLS , C o i ,---- aw�+•tNlis m Ne to AVFMENT LE EAST' ' , .. 0 INe Oak � yw,y � g �� I T----L- LA 5CP\n AREA BY U7• / �/ / cn Z GO G CAM / _ - __-- --- CH. SRG. = S 89.44'40- E // / �I O O 0 CH. (RST. = 38.89' / / / NO a u.e T �2 r i - , i// , .Or �, / �a/ , F TER 25 AAA O nellle r.stevene ally / o'P � .,---- p" Oak oak \sb ®�. T \ \ 49 dwf.burford .. • / a0 G \ 150 [lei" red oak d 4• tlrf twF \ 20 ne Ie Mt holly r / �4� lb46' \ 120 aelan JaknM / \ 9�, 4'"l" 5110lip, A .�� w "1 ®�+ G 9U IIQIOMIO a•i t R 1 F Al Elf�-�,I*cj �- GHIGK—FIL—A I > 4b o a o� G� �550- t 5ERIE5 CI7-100 -1 tlo'xiw I F.F.E. 552.00 .�� I / w q 0 � I / 7 114 Ared aak / !r�~�. ^ Ch M aO i Red Oak 4'caliper In 96'box a r ( All true shall be W caliper mecewed six(6)RlGhee above grade. •" d c All Plait materlals N ua Nall be gronteed for a period of one calendar iy 51 p y 1n I year from date of aN:GOPt0106 of the la de cpe installation. Nn a mob. _ size --- v c ♦z� a• a Nellie RL hit Holly Folly S ht.I spacing- W Jf red oak M dr+�. holly Dwt.B,N,erd Nalkj 5 94IJ96"ht.96•04. E Z nu e ; _ NsulfsWan Nandlna 9 gal. 90"o.c. _u ' 9 gal. 90" lam\ �— / I typl Ion IE• NSroundeaversfte Z ------ -- / 4-pift ------ Turf/Gcrrmon bormvda Jerlemine 4' GTE RDER OPTICS is Irc� - tY WIR —— — Landed"old irrigation by others. Coordinate Irrigation systems for Go"r�oa99, Iz' Protect 9xlsting materials during constrvctbn. miiiw2 PUN Or:oRAPL\eNE teLLS RESIDUAL LP. CASE f!alai5 G 0 STATE HIGHWAY NO. 26 LOUTM:LOT °RA=&MILLSGRAP aNE EAST 0 QN Landscape Plan L�M�IAPEMNE tlR�s o (d (A VARIABLE WIDTH R.O.W.) LAND50APE AREA BY OTHERS sate: I' = 20'-0' Mu 07 vVi CONCRETE PAVEMENT MAYOR SECRETARY C 4) DATE: 41 p+ ►'1 U (� PLANNRIPID AND ZONING COMIANSION 0 CHAIRMAN — --— ei DATE- SHEET Pats y .•� APPROVAL DOES NOT AWHORSZE ANY rj y E i CO CODES OR O INAWI Es r Ca 0 O DEPARTMENT OF DtxLOPNurr SERVICES Es d a. bpi HKI Landscape Architects, Inc. 120 East Park VIOVIOVaird Suite Joe Plano,Texas?50?4 T T 9T2.424b156 L 1 Fax,41?2.423b843 TRASH CONTAINER ACCESS T> N075S 5=E C:VIL DRAWINGS =OR HANDICAPPED ACCESS LOCA71ONS OF SIDEWALKS, BOLLARDS, AND LANDSCAPING LOW WALL AREAS. 2. ALL EXTERIOR WALLS ARE BRICK 2x6 WOOD STUDS iUNLESS NOTED OTHERWISE). E.:.F S. 3. SEE INTERIOR ELEVATIONS O �x FOR LOCATIONS AND TYPES ^F CORNER GUARDS. 4 OLAN75RS SHALL BE I PROV:DED BY VENDOR. ca� 5 'LAG POLE SHALL BE 50'-C" `ALL x 10"• 'AT BASE) WITH SIC 1 DRIVE THRU BRUSHED ALUMINUM FINISH c A2 ELEVATION AND A BALL ON TOP. SEE `-- 517E PLAN FOR POLE LOCATION. C C L K SIL'_WVE WINDOWOPY ABOVEOTHERS) OCANOPY ABOVE El F E] r. HAND SINK STORAGE AS --a-v`.Irl e I REMOTE CO, ALUMINUM THRESHOLD HIGH CHAIRS )' II ) I =ILL STATION TRYB H �- ' e COUNTER ' I �,i e - - I LADDER eBULKHEAD ABOVE 0) I ��I t E "1 CANOPY ABOVE WAITINGit I (BY OTHERS) ) � fu HIGH CHAIR a ... 'rj! 5REAK o IBELOW) I�� HAND SINK A2 � Q t•-- /� { �+—+-HAND OO OO u BULKHEAD I ( rl SINK FRONT PLAY AREA ABOVE " J e KITCHEN WATER 7; rIEATER " ALUMINUM `,� �l\� I MOP SINK eLEVATION -- ----- THRESHOLD C4> 0 CONDIMENT COUNTER ELEC. PANELS' ( COUNTER 1 E— `CJ H:GH CHAIR 6 I lO7 WOMEN 1 REAR IBE'-OW) 1 ° ELEVATION .'� - A 1 > 1 W BULKHEAD ABOVE A BULKHEAD ABOVE e I cC cC ¶ I Lr F• CANOPY ABOVE Aj 14LC2E] E17E] Fl[]El [1[ � I� (�I � ��� F El�G � ISEE A23 'OR EN_ARGED I I I - �Ju l�l 1 GIrET P_AN obi O BULKHEAD ABOVE I "00 .--, 10 0 DINING 'A' SIM A5 ENTRY A 1 --'o_ CLOSET -------------------------' Poll A CANOPY ABOVE (BY OTHERS) — ALUMINUM THRESHOLD °5 °2 SQUARE FOOTAGE GROSS 3822 SQUARE =EE` nIRAIgt I}G�DWI•.[W!QQL W! -• � :- MAIN ENTRY � .�aa�v�ru � ` y ELEVATION 9 SEAT COUNT _ A 1 OAR DINING 'A' 56 SEATS nN..o.o m.•I aa.sw oy DINING 'B' 40 SEATS Al 3 y, TOTAL 96 SEATS rc �- �a, n o u rwaw m.o,r,nela w. s w mnc+.v•xr D E P I C T I V E F L 0 0 R P L A N SCALE 1/4" ,'-0{' ° EXTERIOR FINISH S�C�HEDU BRICK: BICKERSTAFF 5RIC1L U Ui aTO Jf MODULAR SIZE MOUNT VERNON GROUT COLOR: BUF' E.I.F,S. #t: DRYVIT SYSTEMS INC. it02 5RITE WHINE QUA ttTZPUTZ OPR FINISH coo E.LF.S. 02. DRYVIT SYSTEMS, INC. 0 bcoo i108, MANOR WHITE Q p(m0 QUARTZPUTZ DPR FINISH =w= STOREFRONT: KAWNEER TRIFAB 451 OR APPROVED EQUAL I 1 DARK BRONZE FINISH (MATTE) pm�o SEE INTERIOR ELEVATIONS FOR GLASS TYPE. ,Q, "nN CD DRIVE-THRU WINDOW HORTON AUTOMATICS �� SERIES 8100 FLUSH WINDOW WITH SIDE LIGHTS C DARK BRONZE FINISH (MATTE; w CJ] D of Rl'poat t.q n •�1 CO m N ,p C7 0) allsomMEM --------- — OP OF PARAPET H 211-0" ABOVE 0'-0" Q TOP OF PARAPET i �I �----- - - - - ----OV -- ,8'-9" ABOVE o'-o ------- - ---�- -- - ----- ----- E.LF.S. i1 TOP_OF CANOPY_ — —-—-— — — — --t2 9" ABOVE 0' O" AL CANOP- BEYTOTHERS) TOP OF SOLDIER COURSE , -------------------9'-0" ABOVE -_-- --—a BRICK TOP OF ROWLOCK COURSE h "- BRICK (STACKED BOND 3'-0" ABOVE L ——] BETWEEN WINDOWS ONLY) 0-0 -—-—-—-—-—-—-—-—-— F R O N T E L E V A T I O N SALE: 1/4" . T-O" cc � C/3 LIGHT (SEE s ELECTRICAL) wC". W e.1.F.5. i2 - TG 4PARAPe p. =., ----------- —-— — --- ;8' 9" ABOVE 0'-0" tv cc u C7 I —ROOF BEYOND m _ '+ _ _ _ - 1 _�. METAL CANOPY —-— (BY OTHERS) — — — TOP OF CANOPY 12'-9" ABCVE 0'-O" W P- Lcl 51 - BRICK — TOP OF_ SOLDIER COURSE -�Q �+ p --- --UT 9 0 ABOV 0-0" r C � -- _------- -- - -: --- DARK BRGNZER ROUTE 0 ER ~ _. - - T DRAINCURS A- o d :u REAR K 0 20 FILL BUILDING D 0 P d O UN SIDEWALK R R OF -- = - - — - - REMOTE C W TOP OF ROWLOCK_ _CO RSF ----------- LADDER WITH SECURIT" 8 --- _ - - --- - GATE (DARK BRONZE; -- - - - 0'-0" E --------------- GAS METER AND RISER y (DARK BRONZE) SEE e j PLUMBING DRAWINGS F R E A R E L E V A T I O N -,�-- A 10 Y.L «ar t s n wwwk em a��ae «+ m.ruort v�aa.m aro EXTERIOR FINISH SCHEDULE BRICK: 51CKERSTAFF BRICK COMPANY MODULAR SIZE MOUNT VERNON GROUT COLOR: BUFF E.LF.S. #1: ORYV*02 IBR TE WHSfEINC. QUAhTZPUTZ DPR FINISH E.I.F.S. #2: ORYVIT SYSTEMS INC. bmC #108 MANOR WHI�'E ocic QUAATZPUTZ DPR FINISH STOREFRONT: KAWNEER TRIFAB 451 OR APPROVED EQUAL DARK BRONZE FINISH (MATTE) QW� SEE INTERIOR ELEVATIONS FOR GLASS TYPE. DRIVE-THRU WINDOW: HORTON AUTOMATICS � 1 SERIES 8100 .Q�d E.I.F.S. #2 FLUSH WINDOW WITH SIDE LIGHTS e DARK BRONZE FINISH (MATTE) W'pp01 TOP OF PARAPET •�••1 W q -------- f..i c o o — ---- 2Y-O" ABOVE 0'-0" I 18--9 ABOVE 0-O TOP OF TRIM I k I t ABove '-0" f EIFS #2 ++ ROOF BEYOND �E I METAL CANOPY I - -- (BY OTHERS) - ---- ----------�_-- --- -- - -- ----- ---- --- _ ... .:,. :.. { -1r-- i I � � `�--SCUPPER AND d I` i � DOWNSPOUT ' IBEYON01 FTIIF 1 C.LF.S. #1 ' � I E. . .S. # - - ) I I TOP OF MULLION — —_ I - --- TOP OF SOLDIER LLL METAL CANOPY @ 12� yr� ABOVE O�-p�(BY OTHERS) - _ - - - LIGHTS IMNT TOP TOP OF MULLION - _ --- - BRICK _ TO _OF _ROWLOCK ABOVE 0' O'l BRICK (STACKED BOND 't t �.1ii .. ._ C; BETWEEN WINDOWS ONLY) M A I N E N T R Y E L E V A T I O N SCALE: 1/4" V-0" cli E.I.F.S. #2 m m co I4 e TOP OF PARAPET F c ---- c.LF.s. #2 � 2r-a' Aeove o'-a' TOP OF TRIM TOP OF_PARAPET' - --- Y 18r.9u ABOVE 0-0 19'-3" ABV O'-O„ Cyr cis ROOF BEYOND OTHERS) Y METAL CANOPY &+ � {B C7 C5 LADDER [BEYOND) -- - SCUPPER AND C DOWNSPOUT (BEYOND) _ _ _ _ TOP OF MU LIO r . EIFS #1 L N I` � -�---T -- -- - � � _ ._ --- 10-, ABOVE O O TOP OF SOLDIER - - Pw - 9' 0" ABOVE O'-O° - - - - - Y 1 L � }_ rw ,_ u � W LIGHTS (MOUNT TOP AT -- - -- — - -- - -- - - -- - - - -- - -- - - -- -- - — o� 12'-9" ABOVE O'-O"I - ---- -- -- - - --------- -_---- _ _- TOP LLION _ 8 HERS) "" e - - - _ 2' BRICK _ - — -- - _ -� -= _ 5 4 ABOVE O O o T F MU {}y-300 ABOVOE OOO K _.-_ -- -- --- - -- = O W - — - �. — .. .. R. - -- H^f �- k' U E-r 0 G7 A �G7 t SCALE: 1/4" V-O" XIR -e - A l l 2''0" DOUBL� GATE WITH tx4 PLASTIC; LUMBER PRODUCT TYP. FRO WEA M 'EARTH CARE PRODUCTS" 1-80 0-2 81-9807 51 THCRED WOOD AT 45 FRAMED BY 1x4 BOARDS NOTE. ACCONIPGIS ED WITH M HIGH PRESSUuRE WASH SYSTCM. - W SAW JOINT Q coma I i 6" THICK 3000pp PSI CONCRETE Q O WITHOWWF 6x8 ITW2.9xV 8K1 W PRIMER ND SUPPORT WHEELS aC�7 I4 PAINT #, 3 GATE ELEVATION w CJ] 7 m d' SCALE: 1/4" • 1'-0" Lt *QQ) --- SOP 6F 9tAB 5u 12'-9" 12'-9" 5" 5,_8n TOP OF BOND BEAM C a0i,C7 SAW JOINT J — — — _ �_ PROFILE CMU ARCHITZC7URAL � W ALL EXTERIOR F 0 FACES TO RCCEIVc q O I I I BLOCK SEALER AND el O LLl IMBED GATE 2 COATS PAINT #1 POSTS AND PIP BOLLARDS #5 BARS INTO t5"ox3'-6° -- (FILL CORE TOP OF SLAB DEEP CONCRETE I WITH GROUT) 0'-6" VERIFY 6"0 FILLED HOLE FLOOR DRAIN VERIFY 6'4 TOP OF SLAB BOLLARD (IP REQUIRED BOLLARD LOCATIONS t ' Lj . L ATIONS _ _-_ _- , FLOOR DRAIN WITH LOCA ° N >�D�A`- DUMPSTER ELEVATION STOP OF SLABI V NDO I - (IF REQUIRED VEND -, 1 0 4W-1 4'- " ai 4'-0° 4'-10" 8" CONC. _ n r_ n _ u _ u VERIFY 4 4 0 4-0 4 SCALE: 1/4" 1'-O° I µµrr BLOCK-- VERIFY O VER�-Y 10 BLOCK LEDGE �- I 4 VENDOR. o WITH Wi H 6" PIPE BOLLARD 1-#5 BAR CONT. VENDOR VENDOR 293 GA E POST -0" 10'. T _ INSTALL 8" JOINT--_ T y E GE F u ---- ------- U JAMBLOLOCK pp O 1/2 X P, AS _� 13-2 # LLLL LL y �,1 P00 ING 32'-O" CORE WIT�FIGROUT) DRAIIN N OAOJA r•�.• .J T` l �j LAND AT DUMPSTER PLAN LAND CAPE AREA. ; DUMPSTER FOUNDATION PLAN 2�---" 'r (TWO SIDES{ 1 SCALE: 1/4 • 1-O �i�i'�y �I �� 4" THICK, 3000 PSI SCALE: 1/4° 1'-0" - CONC. SLAB W/ 6X6 �"TNICK CONC. Vi X Vi W.W.M. ON 6 MIL POLYTHYLENE VAPOR BARRIER ON 6" MIN. CRUSHED STONE c DETAIL OF CONCRETE I�OLTAAT 48R" O.C. 5 PAD AT DUMPSTER GATES SCALE: 3/4" 1'-0" �E ITIALOPING ; d] CTH BLOCK) i ( FLASHING (u ca 11'-0'!_ ASPHALT SHINGLES E" +� 6' 6'- " '- " 6" TOP OF�OND BEAM � 015 FELT A 1 1 1" STEEL POST CAP TR PLATE 1/2" COX PLYWOOD 12"x122"xt/8" GUSSET DRIP PLASHING PLATCoLNSIDE ONLYI DROP ROD BOND BEAM , '.' A ALL CR NERS-WELD RISCASTVE%L 1 t/4' WITH 2-#5'� 2x8 PR, y w O ALL A OUND _ CONTINUOUS TR. PLATE = a 22 // 22 E 3/4"sn 1x8 PR. TR FASCIA CO cc m TU1BEIxGA1TE FRAME DROP 4" ARCHITECTURAL _ — — i. Lr 2 t 2" I==-. PROFILE CMU 7 C )" C.l c4 6"s PIPE W/ GREASE FITTINGS / TOP OF (�OND BEAM TUBE 1/2"s OPDXY ~ DONUT HOLE HINGESANCH RS AT 32" O.C. 1/2"s ANCHOR � a 2x6 PR. TR. ( i BOLT AT 48' O.C. NOTE: PAINT GATE TOP OP SLAB LEDGER 1 BOND BEAM `•! ,.} HARDWARE, AND LUS26 HANGER �. WITH 2-45's PIPES PAINT #1. \ CONTINUOUS �=t Y d"j I j �E 5 BARS SEE % ' p a U� 41 uI� ORPLTgATIONN 3/8" COX PLYWOOD CEILING q ` L OUBLE OP ROD AT PRIMER WITH PAINT #1a;YAY� p S�T A I L ONE COAT PAINT #1 2x6 AT 16 O.C.;AL 8" ARCHITECTURAL EPDXY) SEAL + 8 PROFILj CYU LOOR 8" CMU °� c' 6 SCALE: 3/4" • 1'-0" W/ TRU S YPE O acc SCALE: 1/4" 1'-O" HORIPSRZZ NNTAL JOINT 9 R�INCIN,� AT U 16' O.G. VCR ICALLY ( f C w� ONE COAT PRIMER r { E ( ONE COAT PAINT 01 ALL E TOR CEIVE 'r 4 EPDXY) SEAL • BB pp GC R D ( i / LOOR -:`�: s cc ee 2LCOATS PAI T*N r' VAPOR BARRIER E WATERPROOFING OPEN MEMBRANE (EXTEND TO FIRST MORTAR I ;�m.,,,�,�•„ u„ O 0 7 JOINT ABOVE TOP OF CONCRETE SLAB wr..msa.rnaru w R. I .0 NO SCALE LANDSCAPING BED �'" 05 BARS CONTINUOUS a•'i'� I � Wq =ALA "it�o �STO RAGE ROOM iof, - I_6u Rr••+ro m»m...oi 4" DRAIN TILE p DUMPSTER PAD If 12"x24" CONCRETE i � °"• _ _ A2 '7 he OPEN BARS CONTINUOUS 9 OPEN �� SECTION THRU WALL �� NOT TO SCALE NO SCALE O SCALE: 3/4" • 1'-O" �•"�""K' �� �4 Y LIGHT Pa.e GROUND WIRE CONNECTION TO POLE SASE ICONCEALEDI HAND HOLE r. 67R NRe MFR.ANCHOTS BEVEL CONCRETE POLE SASE-� M CW GRADE OComo O p$00 SR CUB GROUND CLAMP • �� ASCREOUIItED w o aiM X I" Od� COPPETYPCLAD IICALAL OR ND VERTICAL RODE W ppq EA BASE 00 (DA REFER TO STRUCTURAL DRAWINGS POR HORIZONTAL RODS T� d EXACT POLE SASS DIMENSIONS b F © TYPICAL POLE BASE DETAIL Cd '-�_ --------------------- SCALE:NONE ------ ------ Ni� - �� rf _ T LUONNREi CAw} 0 DUMPSTER V`tl L06 Y I --?SG----8Eb�� ` 4A9 7]6\ 30i 14.6� 14f, 9JP / {�. 439"7AT---Ak2= \\ CCAD SHOO_SIZE NEAIA SYN ... i1LQ4AlE. 1 V4iI\SMtRESLLS20oo04 IES L91 4A0 \'x3f \ \ � v� 6 �9 { ljt9 �7 � L FN9- .051, �R" SPIN : o LSI CLMi LOG NL II S MA4DE16 YS1FlIS CATALOG\ 3dr CATALOGT-y00-BIM-F 397 730 9AE LK 609 M 1 39{.H 2 05 ] 7.73 7.9E 6A a9 3 I.EI 9 IN S6E amEIS 107 l0a 738 REPORT NDOEA, 1TL3180 <�- TILT-ICE - Ay` LAPS 1 1.006/LAIP-KEE9 PI�fOIETR[C TYPE 1 WATTS-KO '\ LIMNNAC DIMENSIONS<rfin.WIDTH-0 LENGTH.o fE1CNT.o 131 ROE ]33 1)d 7a7 4A4 39'7 IJ0 4.90 3A4 wW 126 3E3 L91 3Al N7 S% 7,U 7As 73E 57{ 431 3AS rACTM, MOR.n PLI ER I BALLAST-I nNLAST-LAMP 1 NLMRR W H31UZ0NTAL A�NcJES• a 4AS 119 161 I�6M 4.14 -7 320 13E SIS L]E 236 8.I0 t39 EAO 3A6 M3 4.7E 4.E0 436 ME 3.IBSA9 0 TO IBO DElREE8 l00 OEOEES I --- \- 7 -_ -- -I LUONAI RE- 03 li RJE 11.E IO2 6A9 3 YAS E29 E LZa:�.-.-IiS R71. - % .. 37I 4P0 SK 7N 9.a6 _7 r r--Ya-_.- »1 THIS L.DatWRE 1S A(It"«< � �� OIOW0 IS COPOSFD OF THE FOLLOWING, F--4�9E--0DO a80 ]s9__.T� �/Ln 4 L u] 1 - �R v\�341 Ma 633 A]E- d V 1' VAVA i'. A LOCH Iof RELATIVE TO OR"LlCAnw 7AS 9b �� e39 9S L6 S [MEW ON.00 z. o CHI CK-FI L-A ►� .� ��» �,, TILT . 0 X. w L01i1T1M P[a1T.A�K TOZ<RORP incnTIw 1--y I M9 ua 7AT sxr-ra > II Eas i 9t u SERIES 97-1 00 -- 'l /.. 7 437 6A9 9A4/1L7 1 I' am am 10.1 7.76 S20 1.63 465 130 724 7 LIMNAIRE LOCATION SU9IARY W W --'� --'NIIIIIIR � �DINAIES IN FEET 99 6.91 1EA ItA 9b3 6A0 E.BM L'.@ L �'(J( ].36 GM 32E 443 4A3 LUOW1i RE 327 ra LABEL _ 2-000RD Y-CWM Z-cam_D ORIENT TILT z 1°rc GTIC0INzTES W W I2a1 ] 141 OA 193 I46 3A] 3DE�3V 327 11E 2A3 E70 E79 S.M 48I 667 lOd tLl 0A7 SEji� I OI 17691 M.O< E! R3 0I39.91 EBl. 3 ® 39405 13 10E 09 E4 9, D 334.16 1EE.03 0 4 01 39110 149,34 E4 133 0 3911E 249.34 0 Y+-1 S go 3LA 1 a 319.22 E4 223 0 32%13 319.22 0 r� L91 b.l'I 113 3L/ BA7\ S.]t {AS 336 3A0 671 3AE 4.93 1.30 331 3K 4A2 630 933 1L9 14.E 6 OD E4107 SE7.14 E4 W 0 E43 07 9t7.14 0 V.R 7 I LIS.66 210.E2 24 313 0 135.66 210.EE 0 II 239 4A4 7A0 9" 63E 4A7 3-72 19L SH 7.36 7A0 E71 7.00 St4 390 437 6A9 l0A MG ® TOTAL MAW IF LOCATIONS-7 [--1 AVERAGE TILTED LAW CODEOTI ON FACTOR APPLIED- 2 Y76 199 4,49 181,� W 1V 433 74� 11E3 11.7 11d, 1EE 6b2, I56 4.1E 579_- PLANE A O PPONNTT SPACING TOP-TO :10 ft W LL IR6 L97 LK L L47�\L44 \EA7 It\\713 `93t\�'L4.6\1" \ (/ LOWER LLTnMND CORNER 0:PLAW •"< 4A3 )v77 3iK 4�9 Sqe, I % 130.W Y-140.73 2 0 O UPPER RI OOIWO Comm OF PLANE. 2-404.1 Y 346.07 Z-0 uGHT METER IS NORMALTO PLANE m "�. AVERAGE rc - s 09 C~ - ---- / MAX C AVERMFJMINI � MINIMUM rc - 1.E6 � W O D a10T NOQ�POINTS. 9i aerrRucnvE ROUSE- aDG U (s7 HEIGHT . 21 O �r E TRANSIOTTANCE• .S M-R REiEREML POM. R.840.25 Y.M.70 2.0 A PLAN OR I-FTL-�LLS RESIDUA.L P. m [--I CASE A 0V97-63 0 SITE POINT TO POINT PLAN LaATIa P�» � T ° A r~ ci SCALE:P.10'-0- - MAYOR DATE, PLANOIfi AND zlMw caN4tssI0/ ■T1 .. DATESEET E.J S 2 SI 1a a L Is APPROVAL DOES NUT AUTHORIZE ANY WE IN CONFLICT WITH ANY CERES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES