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Home My WebLink AboutItem 07 - CU00-68 Kinkos �Z v TO: HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE PLANNING AND ZONING COMMISSION FROM: ROGER NELSON, CITY MANAGER, H.T. HARDY, DIRECTOR OF DEVELOPMENT SERVICE0h MEETING DATE: DECEMBER 19, 2000 SUBJECT: DEVELOPMENT SERVICES TECHNICAL REPORT OF CONDITIONAL USE APPLICATION C000-68 I I I —, Grapevinel�l Lake APPLICANT: 1 `—oVe Erik Mays of Mays & Company �s •a' I.H.1635 m Northwest i PROPERTY LOCATION AND SIZE: YJood�PLC j �`� tta E•, rn 5' l The subject property is located 2305 East Grapevine } FW Mills Circle and is platted as Lot 4, Block 4, 1 Sy D ; l LHall-Johnson Aso Airport am ; Grapevine Mills Addition, Phase 1. The addition T--- o contains 1.102 acres (47,984 square feet) and has Glade Rd. — c —i —� approximately 232 feet of frontage along East - Grapevine Mills Circle, 116 feet of frontage along Gridiron Way, and 218 feet of frontage along State Highway 26. REQUESTED CONDITIONAL USE AND COMMENTS: The applicant is requesting a Conditional Use Permit to amend the previously approved site plan of C000-21 (Ord. 00-83)for a planned commercial center in excess of 1,000,000 square feet of aross leasable area specifically to allow the development of a business service reproduction computer communication and conference center oriented business The applicant proposes the development of a 6,600 square foot building (Kinko's)that will be located at the northeast corner of Gridiron Way and State Highway 26. 2MCU00-68.4 December 11,2000(11:03AM) Y 1 k 4t k Ala W a4 1di r is ti rnC) pNcn cn a D � o wcn � 'o o � 00) � G) 0 n � � "� n0r —1 = c- C} 5 c°i o ro o ° o � '"' ,, cDc °� sv 0 ro Cp Cron �� C � c @ ° � . c�D ti) c°n ° CD � 3ro �- �- 3 m '`� aiO �_ vC: v �. ,� � � cflsv3 .�cCa � v33CD -I cn3 � o N 3 N O. ro CD �. .� -� Z1 @ -' ro C+ 1 O cD ' C = CD ro � 3 O C O 3 0 OR cn c NO O Z (OD_ C. 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(n. ,.., (D O 0 � (U - N O � a � � 0 p C �' O O � � C � 0 � 0 3 0 �' 0 — CD 'n — 01 ' (O - Cl) O ? 0 co a O 0 O s CD h =r(n (D (D O o 0) O- -s — (D (D CD _ - aa " cn3 C oc m n mh uu C =r aa0rov C aaa CD ID Cl) CD 3w v � o— o m (0n 03 a (n� m ° na (D CrnmZ . r ° �' a D z 0 a m 0 D cn 0 0 w PHASE 1 SITE DATA ZONING CASE HISTORY ZONING CASE HISTORY W97-t8(ORD.NUMBER 97-40) W98-03 ) ii $0 4 NUMBER LOT SIZE COVERAGE �"`'1TY HEIGHT AREA SPACE AND PAVED AREA LEASABLE AREA REQUIRED PROVIDED CONDITIONAL USE REQUEST(RAINFOREST CAFE)FOR AMEND THEFLOOR PLAN FOR ALCOHOL BEVERAGE SALES BUILDING I PAYED 10T i,BLOCK 1 5.964,148 SF 1,835,166 SF 30.79% UNLIMITED 3.527,676 SF 600,306 SF(10.07%) 5,363,842 SF 1,543,139 SF 7,325 SPACES 8,607 ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,WINE, AT 04CND HE FL RESTAURANTS(PHASE Q- m04 OUT PARCEL SITES (1,576,872 SF TOTAL) AND MIXED BEVERAGES. CU96-07(ORD.NUMBER 98-40)LOT 1,BLOCK 3 70,047 SF 7,036 SF 10,04% UNLIMITED 49,236 SF 13,775 SF(19.77) 56,272 SF - 96 SPACES 111 SPACES CU97-25(ORD•NUMBER 97-57) AMEND THE FLOOR PUN FOR ALCOHOL BEVERAGE SALES i i MICHAELS,LOT 1,BLOCK 2 110,581 SF 26.74.2 SF 24.18% UNLIMITED 66,104 SF 17,735 SF(16.0%) 92,846 SF - 739 SPACES 139 SPACES CONDITIONAL USE REQUEST(TRES HOMBRES)FOR ALCOHOLIC AT CDR ER BAKERY,R-1 (PHASE 1). m 03 Z DISCOUNT TIRE,LOT 1,BLOCK 4 37,346 SF 7,700 SF 20.629 50 FT, 20,170 SF 9,476 SF(25.47.) 27,870 SF 19 SPACES 27 SPACES BEVERAGESBEVERAGE. TO INCLUDE BEER,NINE,AND MIXED W98-21 (ORD.NUMBER 98-74) 0' mtQ ROOMS TO G0,LOT 2,BLOCK 2 184,171 SF 39,870 SF 21.65X 25'-8" 86,876 SF 57,425 SF(3i.2%) 126,746 SF - 205 SPACES 208 SPACES AMEND THE FLOOR PLAN FOR ALCOHOL BEVERAGE SALES CHICK-FIL-A,LOT 1,BLOCK 5 53,769 SF 3,822 SF 7.11% 25 FT. 31,337 SF 18,610 SF 34.67j 35,159 SF . CU97-29(ORD.NUMBER 97-55) AT AMERICAN WILDERNESS(PHASE 1). i- = ( - 37 SPACES 4J SPACES CONDITIONAL USE REQUEST FOR MALL SIGNAGE AND AN O��-� 11 ,� MACARE,LOT 2,BLOCK 4 23,598 SF 3,855 SF 16,30% 25 FT. 13.014 SF 6,729 SF(28.5%) 16,8 99 SF 25 SPACES 25 SPACES 80 FOOT ENTERTAINMENT GLOBE(ORD.NUMBER 97-61) W98-47(ORD.NUMBER 98-116) V.'Ro COZYMECS.l0T 3,BLOCK 2 77,955 SF 9,429 SF 12.10% 30 FT. 49,46i SF 19,065 SF(24.5%) 58,890 SF - i26 SPACES i2-SPACES AMEND THE FLOOR PLAN AT COZYMEIS(PHASE 1) u o �""� MASON JAR/MJ'S.LOT 3.BLOCK 2 85,135 SF 10,345 SF 12.15% ??FT. 56,413 SF 15,275 SF 17.9% 69,858 SF CU97-36(ORD.NUMBER 97-72) W98-48(ORD.NUMBER'98-117 w( ) - 126 SPACES 147 SPACES AMEND THE 517E LAYOUT(MICHAELS). t afr vt BLACK-EYED PEA,LOT 3,BLOCK 4 53,676SF 5,909 SF 11.01% 21'-11" 33.071 SF 12,054 SF(22.5%) 38980 SF - 66 SPACES 68 SPACES CONDITIONAL USE REQUEST(MASON JAR/MJ'S CHOP HOUSE) oN n CU97-39(ORD.NUMBER 97-89) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,NINE, ¢0o= AMERISUITES,LOT 1,BLOCK 6 108,488 SF 13,551 SF 12.49% 69'-8" 58,322 SF 36,615 SF(33.8%) 71,873 SF - 126 SPACES 130 SPACES CDNDITONAI USE REQUEST TO AMEND THE UNCSCAPING AND MIXED BEVETRAGES(PHASE I), y 00 < BENNIGAN'S,LOT 3,BLOCK 5 62,465 SF 7,189 SF it.51% �?FT. 39,870 SF 15,405 SF(24.667) 47,060 SF - 97 SPACES 101 SPACES PLAN AND PROVIDE FOR THREE 50 F00T,AND TWO 40 F00T W98-l9(ORD.NUMBER'98-118) o u0-i-�9 TRAIL DUST STEAK HOUSE,LOT iR,BLOCK 3 104,239 SF 14,604 SF 14.01% ??FT. 67.248 SF 22.387 SF(21.48%) 81,852 SF - 132 SPACES 159 SPACES OUIPMCEI•�CUS• AMEND THE SITE LAYOUT PLAN(AMC THEATER)TO INCLUDE m a O1vi HAWTHORN SUITES,LOT 2, BLOCK 6 119,355 SF 22.962 SF 19.24% ??FT. 45,10 SSF 46,772 SF 39.19%) 68,063 SF - A CANOPY ADJACENT TO THE EXISTING TICKET BOOTHS a( 128 SPACES 128 SPACES CU97-40(ORD.NUMBER 97-90) (PHASE I). a w? SPRINGHILL SUITES,LOT 3.BLOCK 6 108,625 SF 15,595 SF 14.36% ??FT. 52,692 SF 40,338 SF(37.14%) 55,933 SF - 114 SPACES 114 SPACES CONDITIONAL USE REQUEST(CIHILI'S TOO)FOR ALCOHOLIC STEAK-n-SHAKE,LOT 4,BLOCK 5 54,791 SF 3,880 SF 7.08% 20.4 FT. 33,827 SF 17,084 SF(31.78%) 37,707 SF - 45 SPACES 54 SPACES BEVERAGE SALES TO INCLUDE BEER,NINE,VINO MIXED CU98-57(ORD.NUMBER:98-130) KINKO'S,LOT 4,BLOCK 4 47,899 SF 1 6,600 SF 1 13.78% 1 24'-4" 20,522 BEVERAGES. CONDITIONAL USE REQUEST(BUCK-EYED PEA)SF 25,571 SF(53.38%) 27,122 Sf - 42 SPACES 38 SPACES FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,NINE, 1,302,140 SF 199,089 SF 723.264 SF 374.316 SF(28.75%) 913,100 SF - 1523 SPACES 1622 SPACES CU97-41 (ORD.NUMBER 97-91) AND MIXED BEVERAGES(PHASE 1). 0 TOTALS CONDITIONAL USE REQUEST(DICK CLARK RESTAURANTS)FOi ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,WINE.AND CU98-59(ORD.NUMBER:98-135) u 1.69 N aw4e wu aetcZONING CASE HISTORY MIXED BEVERAGES. CONDITIONAL USE REQUEST(SEGA GAMEWORKS) x ZONING CASE HISTORY FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,VANE, o?S.OR CU97-42(ORD.NUMBER 97-92) AND MIXED BEVERAGES(PHASE 1). c oYm w w w<pmv q W9ESST (ORD.NUMBER 96-051 SU97-04(ORD.NUMBER 97-10) AMEND THE SITE LAYOUT(DISCOUNT TIRE). CU98-63(ORD.NUMBER 99-16 EST SH A PLANNED COMMERCIAL CENTER OVER 1,OX),000 SPECIAL USE REQUEST FOR SKILL-ORIENTED GAMES IN - ) 4,O-W r SQUARE FEET OF GROSS LEASABLE AREA. CU97-52 CONDITIONAL USE REQUEST(AMERISUITES)FOR A EXCESS OF EIGHT MACHINES AND TWO BILLIARD TABLES. (ORD.NUMBER 97-128) t26-ROOM,6-STORY HOTEL g<�won ADDENDUM 96-01 (RESOLUTION NUMBER 96-34) CONDITIONAL USE REQUEST(ROOMS TO 00)TO AMEND ue"TA fret( APPROVAL OF EIGHT(8)PUBLIC ENTRYWAY ELEVATIONS FOR CU97-06(ORO.NUMBER 97-11) THE SITE LAYOUT(PHASE 1). CU98-78(ORD,NUMBER 99-16 ucit- GRAPEVINE MILS MALL. CONDITIONAL USE REQUEST�AMERICAN WILDERNESS) czw o AMEND THE SITE LAYOUT(AMC THEATER) w CU97-63(ORD.NUMBER 97-129) FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,VANE, oa CU96-26 ORD.NUMBER 96-79 CONDITIONAL USE REQUEST d11CK-Fll-A)TO AMEND AND MIXED BEVERAGES PHASE 1 >vi CU97-13(ORD.NUMBER 97-281) ( ( )• w o AMEND THE SITE LAYDUT. THE SITE LAYOUT(PHASE t). a� CONDITIONAL USE REQUEST THE EA GE SA WILDERNESS CU98-79(ORD.NUMBER 99-17) y< < CU97-05(ORD.NUMBER 97-09) EXPERIENCE)FOR ALCOHOLIC LEVERAGE SALES TO INCLUDE CU97-64(ORD.NUMBER 97-130) CONDITIONAL USE REQUEST(SEGA GAMEWORKS) CONDITIONAL USE REQUEST(SEGA GAMEWORKS)FOR BEER,VANE, AND MIXED BEVERAGES. CONDITIONAL USE REQUEST(BAXTER'S AFICIONADO FOR INSTALLATION OF SALE COUNTER,CAME SOFTWARE u� 4' ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,NINE, COLLECTIONS)FOR OFF-PREMISE CONSUMPTION OF SALES DISPLAY AND ZONE PAIR OF AOgTI0NA1.DOORS. ii44t ALCOHOLIC BEVERAGES(WINE ONLY,PHASE 1). B ) .2 .... ... ,.y .,, N 083433 N L 4sb.94' ., W9CONOIMONAL USE REQUEST?IGUANA AMERAMEX) to VINO MIXED BEVERAGES �� 97-68(ORD.NUMBER 9E 147 IMAC TO AMEND THE SITE LAYOUT. ICI 1 CUCONDITIONAL USE (R ARE)TO AMEND 1 • oqN 430.6s' , THE SITE LAYOUT(PHASE 1). CU99-/7ORD.NUMBER:99-61( $ A N 2TIb•26'E ' 4g ; CU97-75(ORD.NUMBER 98-10 CONDITIONALCOHT ism AMEND THE MALL SIGNANGE)PlAN FOR OUT-PARCEL OR C BEVERAGE SALES TO INCLUDE DE1R.NINE, AND MIXED BEVERAGES(PHASE 1). J ` TENANT WALL SIGNS(PHASE 1). v 1 : aCU99-27(ORD.NUMBER 99-83) m - M ) T(COZYMEL'S) c-�i m�Y3 .. , I HA-••:@ �'„_ _,_ vw W CONDITIONAL USE REWESTi(COZYMEL'S)TO AMEND TCO AMEND THE SIZE LAYOUT. y 1 , t s "/ a ' os s9• THE STE LAYOUT(PHASE 1). 2�20 , i 97 CU99-41(ORD.NUMBER'199-109) 00-6!0 LOT $\�•� r A�77(ORD.NUMBER 98-12) CONDITIONAL USE REQUEST(BENNIGAN'S) t�¢m� cS END THE'FLOOR PLAN AS ALCOHOL.BEVERAGE SALES FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,WINE, W AT SEGA GAMEWORKS(PHASE 1). AND MIXED BEVERAGES PHASE I). CU99-60 ORD.NUMBER 99-163 coi L CONDITIONAL USE REQUEST(ANCHOR A) ? n 7777 -- _-__-__-.-__\ TO AMEND THE SITE LAYOUT. ¢N a -61 (ORD.NUMBER 99-164) D \ CONDITIONAL USE REQUEST(ROOMS-TO-GO) uo�o T L A� -„\ TO AMEND THE SITE LAYOUT. CU99-62(ORD.NUMBER 99-165) �zcmi � 1:9 "` WCONDITIONAL USE REQUEST(TRNL DUST STEAK HOUSE) ¢¢H o \`.. p 0 (�� FOR ALCOHOLIC BEVERAGE SALES TO INCLUDE BEER,VANE, p � d/f AND MIXED BEVERAGF3(PHASE I). z o nit•L!� 11 CU99-71 ORD.NUMBER99-17� o .� ' /'"`'�' (� O" -" m CONDITIONAL USE REQUEST HAWTHORN SUITES)FOR A Q \ -� 105-ROOM,4-STORY HOTEL >o m.� v f / � W00-16(ORD,NUMBER 00-43) Oo�� "�. J l � fn•ti CONDITIONAL USE REQUEST(SUN AND SKI 0tnz �, TO AMEND THE SITE LAYOUT. ) �' N ( "� IGAN S`", o' / DD-07(ORD.NUMBER 00-64) cw ooz !2. 1? G.V. �,�'ti ly „� ` `\ W SPECIAL USE REQUEST(NICKELMANIA) OFn u \ �o $3L0(�k..- \\� ^""R •_ TO AMEND THE SITE LAYOUT. .,`f��, �., WO-21 ORD.NUMBER.00-83) Q. 1 �.�A i7 J\ \ CONDITIONAL USE REQUEST(SPRINGHILL SUITES) O� 4� 114 ROOM,4 STORY HOTEL 5000-16(ORD,NUMBER:00- ) o 4 SPECIAL USE REQUEST(Nid(EIMANIA) 1'\_ k,1 t TO AMEND THE SITE LAYOUT, m ) \\ N r '� �i•: - W CONgRONAL USE REQUEST(STEAK-n-SHAKE) Q �\• t TO AMEND THE SITE LAYOUT. CUOO-68(ORD.NUMBER DO-DITIONAL USE REQUEST(()) CO AMEND THE SITE LAYOUT.KINKO'S) T Lr) \ " O \ T1 t t N L ... `* 'YAa LAACK Y4ED N CORPORATION _ -. iz ar r { I \ S7h, � _ �Z 00 4 $'L C'hhLlpW 81fWy MMYf� LDT 4 - _ - r t \, w TRAILT ELL A= 2 �OT 3 „ 0� - o OUSE c'G� , '-'�. CASE NAME:W1S CORP./ CASE TINE:(ILLS CORP./ t Ca'7 ( _ STEAL-n-SHAKE IONILOS .- r r "" f .._.. , NAAapN AP _._, NUMBEx COOD-67 DA6E Nuueat Woo ca 3 � CHAE(S� LocATxxN: LOCAIKI N: # R6Q!OT O GO 1 v, CR`FIFVK MILLS GRAPEVINE MILTS -- ---- CA 2205 E GRAPEVINE MILLS CIRCLE 2305 E GRAPEVINE MILLS CIRCLE BLOCK 2 LOT 4,BLOCK 5 GRAPEVINE MILLS LOT 4,BLOCK 4 GRAPEVINE MILLS •\;; - .. a-.,. .. .a ADDITION,PHASE I ADDITION.PHASE i ."J n m , NMAYOR SECRETARY '^b ,� .. - .._. --s-�s;u-w_730.00 7 2M 42'w 1 w U' w DALE sot 4b 5 _ 4 rl' - ....... .A PARKWiLv o-xt ......: a 2498 4 �t PLANNING AND ZONING COAMISTON NOTES: - -• ). .. ms&.0 Sft-t SaY,ZW N1Plw6 T mot v A CONDITIONAL USE REQUEST CU00 67 IS A REQUEST TO REVISE THE airy en mr� V) AN APPROVED SITE PLAN OF CUOO-21(ORD.00-83)FOR A PLANNED C. ALL PARKING SPACES HAVE A MINIMUM'tAD1H OF 9'AND MINIMUM F. PROPOSED SURFACE VINO SURFACE DRAINAGE FACILITIES COMMERCIAL CENTER IN EXCESS OF 1,000,000 SQUARE FEET OF GROSS WIDTH OF 9'AND MINIMUM LENGTH OF 18'. SHOWN ON PRELIMINARY GRADING AND DRAINAGE PLAN. GRAPEVINE MILLS ADDITION - PHASE 1 d DATE: LEASABLE SPACE SPECIFICALLY TO ALLOW THE DEVELOPMENT OF A CASE NO. CUOO-67 N DRIVE-THROUGH RESTAURANT. D. HANDICAP PARKING SHALL BE DESIGNATED ACCORDING TO THE G. DIMENSIONS ARE SHOWN FROM FACE TO FACE MASTER SHEET: OF GRAPEVINE CODE OF ORDINANCES,CHAPTER 23,SECTION OF CURB. STEAK-n-SHAKE, 2205 E. GRAPEVINE MILLS CIRCLE SITE PLAN B. CONDITIONAL USE REQUEST C000-68 IS A REQUEST TO REVISE THE 23.64-23.69. LOT 4, BLOCK 5, GRAPEVINE MILLS ADDITION, PHASE I APPROVAL ODES NOT Au Y CODES ANY MIOBC H. ALL THE REQUIREMENTS OF THE GRAPEVINE SOIL A CONFLICT OF DEVELOPMENTIMTH ANY CODES OR APPROVED SITE PLAN OF 0000-21(ORD.00-83)FOR A PLANNED EROSION CONTROL ORDINANCE SHALL BE MET CASE NO. CUOO-68 rn ORDINANCES. COMMERCIAL CENTER IN EXCESS OF 1,000,000 SQUARE FEET OF GROSS E EXISTING SURFACE AND SURFACE DRAINAGE DURING THE PERIOD OF CONSTRUCTION. KiNKO'S 2305 E. GRAPEVINE MILLS CIRCLE s�otc tszoo DEPARTMENT OF LEASABLE SPACE SPECIFICALLY TO ALLOW THE DEVELOPMENT OF A BUSINESS FACILITIES SHOWN ON EXISTING TOPOGRAPHY PLAN. SERVICE.REPRODUCTION,COMPUTER COMMUNICATION AND CONFERENCE CENTER LOT 4, BLOCK 4, GRAPEVINE MILLS ADDITION, PHASE I °v0K e-6-96 ORIENTATED BUSINESS. taws 12-07-00 GRAPEVINE,,MILLS CIRCLE c3Io GEti'ERAL NOTES °C CONDITIONAL USE REQUEST CUOO-68 IB A REQUEST TO REVISE THE ? Z APPROVED SITE PLAN OF CU OO-21 (ORD, 00-83)FOR A PLANNED ' COMMERCIAL CENTER IN EXCESS OF I,000,000 SQUARE FEET OF GROSS N LEASABLE SPACE SPECIFICALLY TO ALLOW THE DEVELOPMENT OF A I. WHEN CONSTRUCTION ABUTS DOTING STRU6TURE5,IMPROYfl&NTS THAT W 8L r.m BUSINESS SERVICE, REPRODUCTION, COMPUTER COMMUNICATION AND OCCURS ON ADJACENT PROPERTY NCLUI NC CONNECTION WITH UTILITY MAINS R=29.00 CONFERENCE CENTER ORIENTED BUSINESS. ANTI CITY STREETS THE CONTRACTOR MILL E RESPONSIBLE FOR ~ o L= 45.50 QF �._--'�``.. I ELECTRICAL N!.COORDINATION,PROTECTION AND REPAIR ff THE DOSING E1£YENiS. � Z 3t a=89°53'01' ,'` TRANSFORMERS ANY DAMAGED AREAS CAUSED BY CONSTRUCTION NJ BE BERM R CH=NO2°42122'W N 42°14'24' E 232.14' I W/CONC.PADS COMPUTATIONS AND REPLACED TO MEET THEIR ORIGINAL QUALITY. OBTAIN ALL PERMITS, �—$te t t CL= 40.97 BUILDING HEIGHT.ONE STORY 24!-4'MAX"HE CHT PROTECTION ANDIRED WMNNGW CITY ff FDR�YB'/CIICMTIONS DAND NPEDESiPoMI TRAFFIC YAEN +EXIST.CONC.WALK OTOWER ENTRY R C(Gt TO r m ^ —r.sc WORKING.N THE STREET O.W.THE CONTRA FROMM PRECAUTION m fn TOTAL BUILDING AREA:6,600 SF. BARRICADES,ERG.,TO PROTECT PERSC/ItEL,ADJACENT PROPERTIES mx TOTAL LOT AREA 47,984 SF.OR 1.102 AM AND WORK IN PROGRESS w 4Kli ' FLOOR AREA RATIO:Q14 a P TOTAL IMPERMOUS,YEA 20.522 S.F.(EXCLUDING BUILDING) 2 AIL BURRING AND SITE DEBM RUBBSH,AND OTHER YATEPo W TOTAL OPEN:PACE(tANDSCME FREAk?5,571 SF. N.S �d y RESULTING FROM CONSTRUCTION SHALL BE LEGALLY nW e' w JSPORTED AND 5. THE PROJECT BE SHALL KEPT IN A GEAR a a cc DISPOSED OF OFF SITE }7, " 6/6 INCH RF I .,-....o- .xi..r�-.��_- - 1DTAL PAPoIXC REQUIRED 38 SPACES AND SAFE STATE AT ALL TIMES .. of ® ® TOTAL PARING PROVOFD-41 SPACES 3.IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING W e 1 ! e _ COSTRUCI N,COMPLY WITH ALL APPLICARE REGULATOR$LAWS 3 a _ ,, 0& < � � AND ORDINANCES CONCERNING REMOVAL,HANDJNG,AND PROTECTION A \ r 0' III ® AGAINST EXPOSURE OR ENMORMENT POLLUTION. \ \ BUILDING SETBA �.� ° !"� W a a.BRRHING tF DEBRIS AND MA16KN.IS NOT PERMITTED ON SHE < W T3'_4• I I DRAINAGE EASEMENT Z TJ6 �" GRA S.IT IS THE RESPONSIBILITY OF EACH BIDDER 10 MST THE SITE CONDUITS TY .,I AM BECOME AWARE OF EASTNO COMM 5. T9S NGLOES DETERMINING AVAILABLE WATER PRESSL E REHIRED FOR CALCUUDONS OF THE FIRE (► _ T 's ( GN 1+ ''"' IT `u•Mun7A1J ACCEs9_�,\ y, .';"� > '�1 WHICH ERNIOYREO�CNARGfS WILL BE ALLOWED FOR CO1gTO(S CAN BE EA KINKORS = _____ m (� • ttiv r. tN I O' (A PLAN NOTES L_ 1.102 ACRES b 5'-0' 81-0' 9 m o e'_0•_�B'�' ;� (47,984 SQ, FT.) 0 20 40 60 s0 a NEW 4'WIDE WHIM STRIPM AS SHOWN(TYPICAL I ZONED 'C-C' I e 0 Q s NEW PANTED HANDICAP PART NG SPACE N ACCORDANCE WITH THE LOCAL GOVERNING 1 C hfMC VITt CO kMERC1AL' O s ` ( I CASE NW, KiMcb'S Q C X1E5 AND A+A7/CABO 41A.F1992 W TH NEW PAINTED HANDICAP SYMBOL AND 01 !' Y2 m , ;>., PRIMA CARE CASE NUMBER, CU DO-" WHEEL.STOP. REP.ALQ6 Q 9 ILOCATION,2806 E. GRAPEVINE MILLS CR. ^ O I tp i G i i�l LOT 4.BLOCK 4 GRAPEVINE Q NEW HANDICAP STRIPING REF,ALO6 ti L '-L) :.,.+ MILLS AUDITION PH. I E X A S ❑+ PENT FIRE LAZE STRIPING PER Cm CODE �~ Z' -�,� t 8 DATE, a 4 THICK CONCRETE SIDEWALX WITH t6 PEBAR AT 18.OC EACH WAY ARID 6X6 WWF PLAFtl11N0 AND ZONING COMMISSION a NEW CONCRETE PAVING AS REQUIRED BY SOILS REPORT. REF,CIVIL D?A.WNGS'S If PROTECT MANUAL --- \� CHAIRMANHANDICAPPED PARKING SIGN.flff'A1.03 DAIE, PROVIDE WALKWAY LEVEL WITH PARKING FOR ACCESS TO DELIVERY AREA AM DU,PSTER. 2' SH IRS EET, i OF!4_ W 8 A CAP _ 25,MUTUAL ACCESS APPROVAL DOES NOT Al1THORIZE ANY WORKQ NtW'LAFDSCAANG AREA.REF:CIVIL/LANDSCAPE DRAWINGS s { II EASEMENT LANDSCAPE N CONFLICT WITH ANY CODES OR EASEMENT ., 1 OiDiNANCES. HEAVY CUT Y CONCRETE OUIQSTER PAD.8'THICK X WIDTH OF GATE OPENING. I I LI `Rh 1 ❑-' (THIS AREA ONLY)REF,ALOE AND GVL PLANS Ht DEPARTMENT OF DEVELOPMENT SERVICES I/l STRIPPED DELIVERY/LOADING AREA 70 MEET A.D.A., LOCAL GOVEPNG CODE AND Ai TENANT REQUIREMENTS FOR ACCESSIBILITY. R ` 1 F_� 6'STEEL BOLLARDS,PANTED TO MATCH ACCENT CMJ N ------^ _ — -------------. -- .`— ---- --------------- _ _ E7DSTNG CONC.0"AND CRITTER TO BE REMOVED. OC�EASAS HO'MOOYES( AT 2' ,.... _ a ar �, :yn;,"' ''• I:RFH /-M87 RVCH� FLARE RAMP WE CDC WN1X _ LOCATION OF DUAPSTQRS FOR TRASH AND RECYCLING(AS REQUIRED I REF,AI.09 x•.< nR 4 "21'01' W ..�_�2 50` °Lr (1:10 SLOPE) — 17 >,,_ o M '--- -------- v ---- -_ - -- - elusr r_ .Tg- - --- -- -- - �"0 HC SIGN OTL A1.03 AT EACH _ DISTNG VEGETATION TO REMAIN. " 'a.:k --_-- v c•wa`lEH_ — — _ _--._-- — _ —��sT.soy w<r 'm-- — �G�- — �, _ =th--- — — PAWK SPACE M wwx WALKWAY. 6'STRAIGHT CONIC CURB a PROVERS ACGESS'BLE WAX TO TIE INTO EXISTING PUBLIC (NOTE,SLOPES - TO HEFT ADA ACCESSIBILITY CRITERIA) REF,CIVIL � � A CONIC RAMP TO HAVE CONLRASING IA� � pq TEXTURE k LIGHT REFLECTIVE VALUE MONUMENT SIGN WITH FLOOD UGHTS TO ADJACENT WALKWAY PER RDA, STATE AND ANSI REOUIR007S a ELECTRICAL TRANSFORMERS WITH CONCRETE PADS I _ CONC WHEEL STOP ONE PER SPACE FINSFED WALK ELEVATION 0.00'-DATUM ELEVATION MOD'-0' M °BENCH MARKS♦ .f """- 4'WIDE WHITE PAINTED STRIPING( A CESSBLE ROUTE SIRIP T. 'X' CUT IN A CONCRETE WA SOUTHWEST OF ' W TO BE AT 'PRIMACARE' AND BEING 81t NORTHEASTERLY OF THE 45' TERM6NATNON OF THE WALK ALONG THE SOUTHERLY STATE HIGHWAY No. 26 AT Ir OC � 20'-4' CURBLINE OF GRAPEVINE MILLS CIRCLE,ALSO BEING PAINTED SKIN AT EACH DESIGNATED CALLED THE SOUTHWESTERLY CORNER OF tIO PARIONGSPACE-REF:DTL A1.02 8'-5' � 3'\6'• 8'-5''PRIMACARE'. ELEVATION=548.78 < HEAVY Duly CORNER OF' R 2. 'X' CUT IN CONCRETE PAVEMENT AT THE NOTE:REF TO SUE NOTE:USE PINTS h COLORS NOTE MAX GROSS SLOPE PAD PSiR —--••-G'DAL STEEL PLAN FOR LOCATION ONLY APPROVED FOR AND SHALL NOT EXCEED, IN1:50 BOlARDS PANTED SOUTHEASTERLY AID SZE OF SPACES INTENDED FOR PAVEMENT ANY DIRECTION AT HC PARKiW 'PING CALLED THE SOUTHEASTEERLLYY CORNER ER OF. ALSO PAID Al FOR SPACES TO STRANG APWK'ADON AND PAVRNG AISES/ROJTES.'PRIMACARE'. ELEVATION=551.00 AND NOTE RECEIVE VAN SONAGE. USFAGE' 4 V NOTE, CONTRACTOR TO RELOCATE BENCHMARKS pq E+ Z BEFORE CONSTRUCTION BEGINS. 3 6' 4'-0' 4'=0' 4'-0' 3-6' DETAILS 02, 03. 04,06, 08, 09. THE GETFRAL NOTES AND SITE PLAN 06 HANDICAP PARKING SCALE:N.T.S. N� NOTES WERE PROVIDED BY D 8 E ARCHITECTS. r N a m a METAL CAP FLASHING DGMPsTEa SCREEN WALL DUlAPSTER 8Y OWN UHAPSIER 8Y OWNER NOTE snB0.10 BE CENTERED ON WIDTH ff PARING TOP ff ORl 4.4 STEEL POST ti , STALL-SYMBOLS ARE MOT TO CONTRAST W// INTERNATIONAL SYMBOL OF R@FORCED CMII WALL 414 SHREW.TUBE SIRIICTURE FOR GATE d' VALE PARR BACKGROUND WHITE ON SLUE OR NO.10`,1090 ACCESSIBILITY-BORDER B - N FEDERAL STD.5952)0 i COAT(TV.) LETTERING IN WHITE ON BLUE RFF.TO 6TTWRCTURE O!$TRUCIFD METAL PAINT BACKGROUND a PANEL PAINTED SM N 12'x)8'-16 GA.BONDERU2ED I STEEL SIGN(VERIFY SIZE a ELEV. LETTERING W/GOVERNING ♦ PANT EXPOSED CMU / o vim^ ro +o ws AUTHORTTYL y j ADDITIONAL SIGN(12'x 6.1 N CMU b W_O'O FOR VAN PARKING SPACE(PROVIDE 21. V ygTt.••"•"eY qAA w U-TYPE FLANGED GALVANIZED N NEW B'OIU WALL sN, STEEL SIGN POST SET N CONC. H 20 i MN.yOEPT}N N 3-0EP' SEALANT AND BACKER ROD 8' STEEL—,/ RONN,p F/ CONCRETE FOOTING 'jNjor-cPaVING. BOLMDS PANTED W . .... iG0"-0' �• 4oV'� � ALAI ��'� - T I�Il� • ��:. I 1�F- .,. R s/Ae � 2:SEE i — wEIl.TYPUiGAi.Fvt�EM�}RGA T vY DUTYDUTYMD- SFEE A4, PAD COPYRIGHT v MAIRW411MISH SCEDULL LAST SHE T EDIT 02 HANDICAP SYMBOL Mrs OJ HANDICAP SIGN SCALE: N.T.S. Oq SECTION SCALE:N.T.S. 08 EAST ELEVATION - SCALE:N.T.S. O J DUMPSTER PLAN SCALE:N.T.S. SHEET NO. " 9 WALKWAY, MARKING, AND SIGNAGE NOTES UTILITY NOTES GENERAL GRADING 8 DRAINAGE NOTES v q zH w I. EXISTING UTILITIES AND UNDERGROUND FACILITIES IODATED IS, TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR 1. ALL PEDESTRIAN WALKWAYS UTILIZED FOR MABLED ACCESS ROUTE SHALL I. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE. ON THESE PLANS WAVE BEEN LOCATED FROM RUTPENCE TO BEGINNING OF GRADING. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL NOTES, �N1� N CONFORM TO LOCAL.STATE,AND FECERA.RECALATDNS IN(LIANG THE IFORAKATICN SRPPUED BY YAPoOUg OWNERS OF llE TEMPORARY EROSION CONTROL DEVICES AND SHWA,REMOVE OLT I, CONTRACTOR TO INSTALL PPE SEDIMENT FILLER AT END OF YI +_ STATE OF TEXAS PROGRAM FOR LIRE ELAIN4TXN OF ARCHffECTU1A_BARTERS', 2. ALL WATER AND SANITARY SEWER BLLKNEADS TO TEAMNATE APPROXIMATELY FROM BERM DITCHES,OLT DAMS,AND SLT FENCES A6 'TEXAS ACCEWSLITY STANDARDS' 1TAS)AND THE'AMERICANS WITH FACLTTIE9, THE ENKIIJEEft DOES NOT ACCEPT EACH WON(DAY TO PREVENT ENTRY OF SEDIMENT INTO m DSASUTES ACT OF 1990' (ADA I. 5 FEET OUTSIDE THE BUILDING(MESH OIIERYGE NOTED. THE END OF NEEDED. O, m THESE SERVICE LINES 9HP1.L BE TIGHTLY PLUGGED OR CAPPED AND MARRED RESPONSIBILITY FOR THE lfiLTY LOCATIONS SHOWN. R PROPOSED STORM HEWERS DURING CONSTRUCTION. INTL SUCH TIME AS CONNECTION S MADE INSIDE BUILDING. SHALL BE THE RESPOtSIBUTY OF THE CONTRACTOR TO VERIFY % G 2. THE PRIOR TO ORS RUC OBTAIN ALL SREQUIREDIDEWALKS. CITY PERMITS AND NOTIFY THE 14. HILL 411 SLOPES AV]STEEPER,IF ANY SHALL BE HYOIROMIA.GN ®4 GTI'PRIOR TO CONSTRUCTING PU11C 31XWAIX3. BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL 2. ALL STAGING AREAS.VEHICLE PARKING AREAS.STOCKPILES. z 3. SITE UTILITY CONTRACTOR SALE PROVIDE ALE.THE INSTALLATION AND SEEDED UNLESS OTHERWISE NOTED. SPOILS.ETC.SHALL BE LOCATED SUCH THAT THEY DO HOT m APPURTENANCES NECESSARY FOR THE COMPLETE NSTALLATON OF THE EXISTING UTILITIES ARID UNDERGROUND FACILITIES PRIOR TO 3. CONSTINIUESSRUCTED CTED OF MINIMUM 0 BY CITY CONCRETE AND ALL WALKWAYS S DINTALL BE UTILITIES. ALL PPE AND FITTINGS SHALL BE INSPECTED BY THE WATER CONSTRUCTION,TO TAKE NECESSARY PRECAur DNS N ORDER TO ADVERSELY AFFECT THE STORM WATER QUAITY. $ CONSTRUCTED OF OUR 300.PS L SIDEW L AND A L R c9,IINT CONTENT DEPARTMENT INSPECTOR PRIOR TO BEING COVERED. THE INSPECTOR MUST PROTECT ALL FACILITIES ENOOINTEiED.AID TO NOTIFY THE 1160 OF 3.O SACKS PER GM.TC YARD. ALL SIDEWALKS SHALL SE REINFORCED METH A 11_y tANMAA <S BAPS A7 24'CENTERS EAON MAY LOCATED AT THE CENTER ALSO BE PRESENT DURING PRESSURE TESTING AND DISINFECTION OF MATHIn ENGINEER PRO.PTY OF NIL.CONTRACTOR O OF TIE`RESE VE WITH OF THE THICKNESS. THE STEEL SHALL BE PLACE D ON CHAIR SUPPORTS AND W9 SIGNATURE OF APPROVAL S REQUIRED. EXISTING.FACILITIES. THE CONTPACTORI SHALL PRESERVE AND 3. �FLEL S OR TFERWISE SPIT PROTECTED TEED AREA.TEED BY A y`R � ,+Z 3� BEFORE CONCRETE P ACETENT. F NECESSARY.DIRNG OONOIETE PLACEMENT. 4. ALL WORK SHALL COMPLY W714 ALL APPLICABLE CODES,REGULATIONS. PROTECT ALL EXBTNG UTILITIES FROM DAMAGE CURING m YF w C S THE STEEL BALL BE FILLED LP TO MSIPE THE PROPER LOCATION OF AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY,AND THE CITY OF CONSTRUCTION. ANY DAMAGES BY THE CONTRACTOR TO PARKING LOT GRADING NOTES REINFORCEMENT. GRAPEVINE. EXSTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR 4. A CENTRAL PIT/WASH TRUCBASIK WASHNHOULD 8E CONSTRUCTED ON SITE ' 1. 4. WALKWAYS SHALL BE CONSTRUCTED TO THE LAC AND GRADE IMITATED ON THE FOR TILE PURPOSE OF TRUCK WASHING. PLANS OR THE TYPICAL LOCATIONS$N o"ON THE PAVING PLANS IN RELATION S. TIE SITE UTILITY CONTRACTOR ALL MAKE ARRANGEMENTS WITH THE AT HIS EXPENSE. EXISTING TOPOGRAPHIC IFORIKATKN SHOWN 1. THIS GRADING PLAN DOER NOT INCLUDE CONSTRJCRON OF 71E QQ TO PROPOSED CLRB. SEE PAVEMENT NOT II ABOVE. LOCAL UTILITY AUTHORITY FOR CONNECTION TO THE EXISTING MATS. IS BASED ON IN FELD SU VSY PREPARED BY W 8 A. FOUNDATION FOR THE N"NG PAD AND THE AREAS 6. CONTRACTOR SHALL.ADJUST LOCATION OF PROPOSED WATER LINES AS BY UTILITY COMPANY AS DESCRIBED ABOVE) cc 5. A GEMEANCE PROGRAM SHAH BE DEVELOPED USING BEST` d W\P PLACE SAND UNDER PRIVATE SIDEWALKS OR HANDICAP RAMPS FOR LEVEL UP a'S R. PRIVATE SIDEWALKS SHALL BE CONSTRUCTED ON NATIVE VATFRIALS, W NOT (EXCLlDEBELOWBIOW GRADE PUBLIC UTILITY LOCATIONS PROVIDED ADJACENT TO THE BULDN SH O. THE OWNER ALL SELECT TIE MANAGEMOIT PRACTICES FOR THIS PROJECT. ii � FOUNDATION DESIGN OPTION WHICH WIL W L ESTABLISH THE M i , COA.SE. PI.EI.O SIDEWALKS SHA LL. CONSTRUCTED CONSIRUCT ACCORDING TO REOIiCONFLICTSD TO AVOID CONFLICTS WITH STORM SEWER OR OTTER UTILITIES. CONSTRUCTION TECHNIQUE TO BE USED FOR THE FOUNDATION g, ORDER TO KEEP OBTIRBANKE 70 A MINI". VEGETATION CITY DETAILS. PAD AND AREAS OF THE BUILDING. REFER TO TIE SHOL D BE REESTABLISHED ON ALL DDADED AREAS N A TMELY 6. FORMS SET FOR SIDEWALKS SHALL BE TRUE TO LINE AND GRADE AND SHALL 7.BASED ON SECTION 704.2 OF THE CURRENT EDITION OF THE STANDARD 2. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING.IN AREAS PROJECT GEOTECHNCAL REPORT FOR FOUNDATION CONSTRUCTION MAKER. " PROVIDE A SLOPE OF 1/4'PER FOOT ACROSS TIE SIDEWALK UNLESS INDICATED PLUMBING CODE,CLEANOUTS ARE REQUIRED AT A MAXIMUM SPACING OF 73 TO RECEIVE PAVEMENT AND TOP OF TOPSOIL N AREAS TO BE RECOMMENDATIONS. cc OTHERWISE ON THE PANS. FOBS MALL BE SET TO PROVIDE FOR A FULL FEET ON UTILITY LfM-INS TO SLALOM. CONTRACTOR TO PROVIDE SEEDED MD TOP OF RIP-OAP IN AREAS U)FD WITH S'ROCK. 7. GENERAL CONTRACTOR AND OWtER/OEVIIAPER ARE RESPONSIBLE .. DEPTH OF CONCRETE IRRIGATED ON THE PLANS AND FORMS SHALL REMNN N CLEANOUT9 WITHIN 3 FEET OF BALDING. 2. CONSTRUCTION OF SITE GRADING AND EMBANKMENT SiLA11 MEET FOR PREVENTING SEDIMENT OR OTHER POLLUTANTS FROM LEAVNG W PLACE A ANMMM OF 24 HOURS. UPON REMOVAL OF 7F£FORM WORK.THE Z CONTRACTOR SHALL IMMEDIATELY BACKF LL THE EDGES OF THE WALK FOR A 3. AREAS OUTSIDE OF THE PARING LOT PRSETEUS SHOWN TO 8E OR EXCEED THE RECOMMENDATION PROVIDED N THE PROJECT THE SITE. CARE SHALL BE EXERCISED TO PREVENT 7}E FLOW 0fl Eg MINIMUM OF ONE FOOT I V 1 EACH SIDE OF THE WALK. S.910"LATENT SOL CONDITIONS NECESSITATE,CONTRACTOR SHALL SEEDED SHALL RECEIVE TOPSOIL TO DEPTH N ICATED ON GEOTCHMCAL,REPORT. OFF-ATE TRACKING OF SEDIMENT OR OTHER POLLUTANT TO 7. 24'X 3/4'DIA.ASPHALT COATED DOWELS WITH S'X 13/16'DOWEL SLEEVE INSTALL SPECIAL SUPPORTS FOR PIPING AND/OR APPURTENANCES LANDSCAPE AR04TECT PLS. THS TOPSOIL TO BE PLACED AND A AND T ROADWAYS.INLETS.STORM SEWERS A DRAINAGE ® Z ?5 SHALL BE INSTALLED ON S'CENTERS.ALONG MTN REDWOOD EXPANSION BOARD INCLUDING THE REMOVAL OF UNSUITABLE MATERIAL AND BACIGIUJN6 WITH LEVELED BY THE GRADING CONTRACTOR. 3. AREAS WHICH ARE A MNM.M 5 FEET HORIZONTALLY OF THE PARING IY AND SEALING COMPOUND AS PER STANDARD EXPANSION!JOINT DETAIL SHEET ALONG GRAVEL OR OTHER MATTIBAL. CONTRACTOR SHALL PERFORM ANY SUCH WORK PAVEMENT AND EMSANO)E.N'T SLOPES ADJACENT TO PANONG AREA PERIMETER OF WHEEL.CRAM RAMP AND SIDEWALK. AS DIRECTED BY THE CIVIL ENGINEER AND/OR SOILS ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 4. ROUGH GRADING ELEVATIONS SHALL BE AS FOLLOWS(.MESS SHALL BE CONSTRUCTED AS PER THE PROJECT GEOTECFNCAL 8. ALL TR CTIO AREAS DISTURBED WITHIN EN ADJACENT TO 8. PROVIDE IS'MN.LAP BETWEEN RE OR STEEL IN STREET AND OTHERWISE NOTED. ENGMER'S RECOMU£NDATIONS. THE BELOW SPECIFICATIONS STACONBILIZATION UNITS MUST BE PERMANENTLY OOVSESTABILEED. 9.THE SITE UTILITY CONTRACTOR SHALL COOPERATE AND WORK WITH OTHER ARE MNALAR REQUIREMENTS AND SHALL BE S PE RSEDED BY THE STABMJIATXXN S OBTAINED IWF?!LIRE SITE S COVETED WITH ROMDRCNG STEII.N WHEEL CHAIR RAMP. CONTRACTORS ON THE SITE. 3'BELOW FINISHED CONTOURS N SEEDED AREAS. IMPERVIOUS STRUCTURES.PAVING OR A UNIFORM PEABTIW. 9. "MADE FOR WALKWAYS ABUTTING OIM.WITHIN PARRONG ISLAND ME43 OR 5'BELOW FINISHED CONTOURS N PAVED AREAS,AND PROJECT GEOTECHNKAL RECOW,ENDATIONS F N CONFLICT, VEGETATION COVER.THE PERENNIAL VEGETATION MST HAVE BETWEEN THE PARKING AREA AND SABNG, SHALL BE PLACID ON COMPACTED 10, ALL MANHOLES OVER FIVE(5)FEET N DEPTH SHAU HAVE A STANDARD ROOK RIP-RAP AREAS. TIE SPECIFICATIONS ARE AS FOLLOWS) A COVERAGE DENSITY OF AT LEAST 70 PERCENT.STABILIZATION FILL OR E FIRM COMPACTED EXCAVATED GRAPE, FILLS FOR SIDEWALKS SHALL CONCENTRIC CONE. CONFORM TO THE SAME REQUIEENTS AS CONTROLLED DENSITY FILLS N REQUIRED BEFORE UR E MAINTENANCE AND REMOVAL OF PARKNG AREAS WITH TIE COMPACTED MATERIAL EXTENDING A MINIMUM IB' 3. pAENSONS ON BIADN65 ARE FOR GRADING PURPOSES ONLY A. TIE AREA SAIL 8E STRIPPED OF VEGETATION A MINIMUM EROSION CONTROL MEASURES. BEYOND THE WALKWAY. It. EXISTING UTILITIES AID LNINTMOAD FACILITIES INDICATED ON THESE AND ARE NOT TO BE USED TO LAYOUT FOOTINGS. S-INCHES OR DEEPER AS DIRECTED BY THE PROJECT 6EOTECMICA.ENGINEER TO STABLE SB9(ACE ANDPERIMETER PLANS HAVE BEEN LOCATED FROM REFERENCE INNER DOE SUPPLED 8Y S. ALL ATBI EROSION CONTROL RTNGSL DI ROCK STABLQED 10. JOINT SEALING RETARD.SVW1 BE OF OR E N WALKWAY AR. T 6ETYNEFTH VARKXIS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT 6. GRADING CONTRACTOR SWYl NOTIFY AND COOPERATE WIND ALL FROOPROLLED. PROOFROING CONSISTS HOLING THE EXIT RUST BE N PLACE BEFORE STARTING 501E DSTURBNG THE PAFROYG AREA AND THE BUILDING IFCR EXPASG I JOMS. F BUILDING. RESPOSBILITY FOR THE UTILITY LOCATIONS SHOWN. IT SHALL BE TIE UrLITY COMPANIES OR FIRMS RAVING FACILITIES ON OR ENTIRE SU.BGRADE WITH A HEAVILY LOADED TANDEM AXE ACTIVITIES. INOIAES WALKWAYS ABUTTING PEMJETER PARKING N FRONT OF BKMLD1110. RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND ADJACENT TO THE SITE BEFORE DISTURBING.ALTERING, DUMP TRUCK OR OTIAER APPROVED EQUIPMENT CAPABLE OF VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND DNDERGROUD REMOVING.RELOCATING,ADJUSTING OR CONNECTING TO SAD APPLYING SIMILAR WHEEL LOADS. ANY SOFT,WET OR 10. THE GENERAL CONTRACTOR OR OWNER SNAIL INSPECr EROSION T E X A S It. FOR WALKWAYS e'IN WIDTH OR LESS.GROOVED OR SAWED CONTRACTION JOINTS FACILITIES PRIOR TO CONSTRUCTION,TO TAKE NECESSARY PRECAUTIONS FACILITIES. CONTRACTOR SHALL PAY ALL COSTS INWEAK FILL OR NATURAL SOLO WHIN DO NOT COMPACT BY CONTROL MEASURES AT LEAST ONCE EACH WEEK AND WITH l^ MAN.BE MACE AT LWORM INTERVALS EOM.TO THE WIDTH OF THE SIDEWALK. IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED,AND TO NOTIFY THE ON WALKWAYS GRATER TWIN 6'N WON CONTRACTION JOINTS SHALL BE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING CONNECTION WITH THE ALTERATION OF OR RELOCATION OF THE PfROOFROLLING SNAIL BE REMOVED AND RECOMPACTED AS 24 HOURS AFTER A STORM EVENT OF 1/2 I CH OR GREATER. SAWED. CONT ACTION JOINTS MALL ONLY BE SEALED WHERE CONCENTRATED FACILITIES.tiES. THE CONTRACTOR SHALL PRESERVE A PROTECT ALL FACLSTES. CONTACTOR SHALL.RAISE OR LOWER TOPS OF OUTLINED HEREIN. THE PROOFROLLNG OPERATION MUST RECORDS OF FACH INSPECTION SHOULD BE RETAINED ON SITE MTN RlI1OF ODORS N PARONG ATLAS.ENTRANCES P!D WALKWAYS AT THE IXISTNG IfTIL.ITE4 FROM DAMAGE OLRING CONSTRUCTION. ANY DAMAGES 17f SWPPP. CONTRACTOR TO REPLACE OR REPAIR DAMAGED &LONG. BEAT PARKING LOT CONCENTRATED RUNOFF AREAS SAME THE PARIGRB EXISTING MANHOLES AS REQUIRED TO MATCH FLASHED GRADES BE PERFORMED UNDER THE OBSERVATION OF A O(WJFED PAVEMENT. BY THE CONTRACTOR TO EXISTING UTILITIES SHALL BE REPAIRED BY THE IN CONFORMANCE WITH CITY STANDARDS. GEDTECHNICAL.ENGINEER OR HS REPRESENTATIVE AND LEASRETi AS NECESSARY. EROSION CONTROL MEASURES THAT �, s CONTRACTOR AT HIS EXPENSE. PROVE TO BE INEFFECTIVE SHALL BE REPLACED WITH MORE DENSITY CONTROL TESTED. EFFECTIVE MEASURES OR ADDITIONAL MEASURES MINN$EVEN(7) 12. CONCRETE FLASH SHALL BE HROOED FOR ALL WALKWAYS LESS THAN 6'N 7. GRADING CONTRACTOR SHALL COOPERATE AND WOW WITH ALL CALENDAR DAYS. WIDTH AND MINOR ACCESS ROUTES GREATER TAN 8'INMDTH. THE FRONT M.UTILITY LEAD-INS TO OOLONG MALL NOT BE INSTALLED UNTIL OTHER CONTRACTORS PEIRFOTRMNC WORK ON THIS PROJECT TO S. ON-SITE SOILS WITH PLASTIC"NDJK ANTICIPATED TO ENTRANCE AND TWO SLOE MAJOR ENTRANCES MAN.BE SPECIAL TREATED AND BU P COMPLETED LDNC PLANS ARE COMPLET AND LOCATIONS ESTABLISHED ON TIE It. GENERAL CONTRACTOR AND OWNER/DEVELOPER SHALL SUBMIT AS DESCRIBED ON THE DETAILED SITE LAYOUT. ALL HANDICAP ARCHITECTURAL PLUMBING PANS. LEAD-INS MAY CHANGE PS' INSURE PROPER AND TIMELY COMPLETION OF THS PROJECT, GREATER THANS,WHICH INCLUDES ANY DARK NOTICE OF INTENT(NO 1 AND NOTICE OF TERMINATION(NOT)FORMS ACCESS RAPS SHALL HAVE SURFACE TEXTURE PRISM COMPLYING MTN ADA HORIZONTALLY AND 3'VERTICALLY PRIOR TO INSTALLATIONS AT NO COLORED SURFACE CLAY SOILS.CAN BE ALSO USED AS TO THE EPA AND COPIES TO THE DEPARTMENT OF ENGINEERING GUDELHE 4.29.2. ADDITIONAL COST TO OWNER. LOCATION.Ste,AND INVERT ELEVATIONS 8. THE GRADING CONTRACTOR SHALL USE WHATEVER MEAS.IRES ARE GRADE RAISE FILL OUTSIDE THE PROPOSED BUILDING SERVICES. ALL EPA ASS04M PER Arr NJ 43M(TX IO0000) OF SANITARY SEWER SHALL BE COORDINATED WITH THE APPROVED PUNSNG RECLINED TO PREVENT SILT AND CONSTRUCTION OE7BR5 FROM AREA. THESE PERCENT CLAY SOILS SHALL BE COMPACTED TO A SHWJ.BE COPIED TO TIE CITY WHEN THEY ARE AVAILABLE. 13 J INSTALL JOINTSEASEALINGMATERIAL FOR WALKWAY AND EXPANSION JOINTS IN THE PLANS FOR THE SIAIDING. ROWING ONTO ADJACENT PROPERTIES. THIS CAN SI DRY DENSITY OF AT LEAST 95 PERT OF STANDARD INTERNAL PARIGIM'AREAS. BE 13. ALL.TRENCHES SHALL BE CONSTRUCTED IN ACCORDANCE SM ACCORDANCE WIN T ACCOMPLISHED BY ALL TEMPORARY AWE NT PONDS,SLT PROCTOR AND NOT EXCEEDING 100 PERCENT, THE 12. FOR ALTERNATIVE STABILIZATION AND EROSION CONTROL MEASPES, 14. CLEAN ALL JOINTS IN ACCORDANCE WITH MAM.FACURFRS RECOMMENDATION PRIOR OCCLPATONAL SAFETY AND HEALTH ACT OF 1970 AND THE STANDARDS FENCES OF STEEL WIRE 6 BURAP OR BARBERS OF CEDAR COMPACTED MOISTURE CONTEND OF THE CLAYS RANG REFER TO THE CONSTRUCTION BEST MANAGEMENT PRACTICES(BAP I yMp TO SEALN6. THEREIN AND APPLICABLE STATE AND LOCAL REGULATIONS.CONTRACTOR TREES AND/OR BALES OF STRAW. CONTRACTOR SHALL COMPLY PI.ACEAENT SHALL BE BETWEEN OPT"AND FOUR 14) MANJAL PURLSHED BY HORTH CENTRAL TEXAS OQUNCL OF YRd SHALL PROVIDE TRENCH SAFETY PLANS DESIGNED AND SEALED BY A fFJVEFNMQNRS. 13. ALL DIMS,PAVEMENT MARKINGS.AND OTHER TRAFFIC CONTROL DEVICES SHALE. REGISTERED PROFESSIONAL ENIGIEER. WITH ALL LOCH.EROSION.CONSERVATION,AND SILTATION PERCENTAGE POINTS ABOVE OPTIMUM. COFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL ORDINANCES' CONTRACTOR SHALL REMOVE ALL TEMPORARY R. F'SAP'PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED .1 DEUCES. 14. CONTRACTOR SHALL REFER TO SITE GEOTECHNCAL REPORT FOR DETAILS EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT C. COMPACTION SHALL BE ACCOMPLISHED BY PLACING THE AREAS,CONTRACTOR TO FILTER THE D604A RGE TO REMOVE M ON COMPACT O N.SACKFLL,PROOFROLLING AND TESTING. DRAINAGE FACILITIES AND TIE ESTABLISI,EHT OF A STAND OF FILL IN B INCH THKX LOOSE LIFTS AND SEDINVIT AND OTHER POLLUTANTS BEFORE THE WATER ENTERS (y 16. AL PAVEMENT MARKINGS MALL BE FOUR(4)INCHES WIDE COLOR WHIT UNLESSGRASS StIFFICIENT TO PREVENT EROSION. COMPACTING EACH LIFT TO AT LEAST THE SPECIFIED STORM GRAN FACILITIES OR LEAVES TIE SITE. INDICATED OTHERWISE ON THE DRAWINGS. STRIPING TO BE 2 COATS OF PANT. D. ALL CONSTRUCTOR ON ALL PUBLIC SEWER a WATER SYSTEMS SHALL NNMJM DRY DENSITY. T S IMPERATIVE THAT THE _ SECOND COAT TO THE APPLIED IMMEDIATELY PRIM TO OBTANNQ A CERTIFICATE N ACCORDANCE MTN CITY OF GRAPEVINE'STANDARD SPECIFICATIONS FLL PARTICLE SIZE BE LESS THAN SS NOES IN ROCK STABILIZED,va OF OCCUPANCY. FOR WATER 6 SEWER CONSTRUCTION.' 9. FOR THE WORT(ON THE STATE OR CITY RIGHT-OF-WAY,TFE W. USED EXIT FROM THECONSTRUCTION SITE. T. A MINIMUM OFAANCE OF TWO(21 FEET SHALL BE MAINTAINED EETYNm THE GRADING CONTRACTOR SHALL, DIAMETER. F LARGER CLODS ARE ENCOUNTERED DURING pq 0 FACE OF CUPS AND ANY PART OF A TRAFFIC SK7N. GRADING.THEN THESE CLODS MUST BE BROKEN DOWN W PRIOR TO FINAL PLACEMENT N THE FILL. THS MAY 15. CONTRACTOR TO LIMIT ANY PROPOSED LINE STABLIZA71ON OPERATIONS 18. ALL DIMENSIONS ARE TO FACE OF CURB UI.ESS NVICATED OTHERWISE. A. NOT STORE MATERIAL.,EXCESS DIRT OR EQAPMPM ON REQUIRE PLACEMENT OF THE MATERIAL,AN NTIAL TO THAT WHICH CAN BE MI ED AND COMPACTED BY THE END OF EACH 19. CONTRACTOR SHALL FUiNM AND INSTALL Al PAVEMENT MARKINGS AS SHOWN ON THE SHOLLDERRS OF PAVEMENT IN CASE OF MILT-LANE COMPACTTVE EFFORT TO BREAK THE CLODS DOWN, WORK DAY. SLT FENCE S NOT EFFECTIVE IN FLTERNG LINE SINCE LL }m M y THE PLANS. HIGHWAYS.IN THE MEDIAN STRIPS. THE PAVEMENT SCARIFYING,WETTING AND RECAMPACTING. THE GRAN SIZE 14 SGNFlCANTLY SMALLER THAN THE OPENING IN !i"''7 Fy M^MI SHA BE KEPT FREE FROM ANY NO OR EXCAVATION TIE FABRIC. 04 T' A 20. CONTRACTOR MALL COORDINATE 0617ALLATION OF ALL SKIS,PAV8W34T WASTE FROM TRUCKS OR OTHER EQUIMENT, ON D. IN ORDER FOR THE FILL MATERIALS TO PERFORM AS is, STORE ALL TRASH AM BUILDING MATERIAL N AN ENCLOSURE WM � THE W THE SITE. AND GS,A OTHER TRAFFIC CONTROL DEVICES MTN OTHER CONTRACTORS ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL INTENDED,THE FILL MATERIAL MUST BE PACED IN A PROPER DISPOSAL AT OF"9RE FACILITIES. P9 ATE' BE REMOVED FROM THE RIGHT-OF-WAY. MAKER WHCH PRODUCES A GOOD UNFORN FILL A4 STRIPING21. FINE LANE STRIPING WIDTH AND RADIOS TO BE COORDINATED WITH FINE MARSHAL, COMPACTED WITHIN THE DENSITY AND MOISTURE RANGES ?. $UffAGE STABLRATDN A£AS1flFS MUST BE INITIATED H 04Y5 INJ WHERE FEE LINE 19 NDKATFO ON PLANS. FIE LAZE H ANTICIPATED TO 8. SHALL PROVIDE ALL NECESSARY AND ADEQUATE SAFETY ANY AREA MERE CONSTRUCTION ACTIVITY TEMPORARILY OR A_I! REQUIRE SOU D G'RED CONTINUOUS STRIPING ON DUTH SIDES 6 ORB RETIRES. PRECAUTIONS SUCH AS SIGNS,FLAGS,LINTS. OUTLINED IN THE PRECEDING PARAGRAPHS' FIELD PERMANENTLY CEASES FOR A PERIOD OF 21 DAYS OR MORE. THE WORDS, FIRE LANE NO PARKWGi SHALL BE PLANTED ON MMMM 20-FT. DENSITY TESTS SHALL BE PERFORMED ON FILL SOLS TO M BARRICADES PAD FLAGMEN A$REQUIRED 8Y itE LOCAL CENTERS WITH 4'WHITE LETTERS WITHIN SOLID RED STARE PER FINE CODE. CONFIRM THIS PERFORMANCE AS COtSTRII`iDN S. CONTRACTOR TO CONTROL POLLUTANTS OCCLRAW N STORM WATER A PAINT TYPE AND COLOR SHALL BE APPROVED BY CITY TRAFFIC ENGINEER. AUTHORITIES AND IN ACCORDANCE WITH TIE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GIRDING PROGRESSES. GSSFS. FOR THE PROPOSED PA AND DRIVEWAY DSCHARCES AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, TESTING CONTRACTOR SHAD.BE SOLELY RESPONSIBLE FOR AND AREAS.TESTING AT A FREQUENCY OF NO LESS THAN III I. REFER TO PROJECT GEOTECHMAL RECOMMENDATIONS FOR FREQUENCY HOLD HARMLESS THE CITY AND TIC OWNER FROM ANY ONE TEST PER LIFT PER EACH 5,000 SOU49E FEET SHALL OF CONCRETE TESTING A METHODS.D TEST ALL CONCRETE SHALL BE EE PROVIDED FOR FILL AND PROOF ROLLING. TESTED. IFTESTING IS NOT ADDRESSED INGEOTCFIKALRECOMMENDATIONS CLAIMS FOR DAMAGE DOE TO EXISTING PRIVATE PROPERTY, PROVIDE AS PER NCTCOO ITEM 6.8.6.(C 1 AND ITEM 7.4.5.Meet. PUBLIC UTLITES,OR TO THE TRAVELING PUBLIC. 4. THESE SPECIFICATIONS DO NOT NCLUDE GRADING AND PREPARATION OF THE BUILDING FOUNDATION AREA. THE C. SHALL COMPLETE THE WORK TO THE SATSFACTION OF CONTRACTOR SHALL CONFIRM FOUNDATION CONSTRUCTION THE CITY PUBLIC WORKS DEPARTMENTS AND COMPACTION,MOISTURE CONTROL.SELECT FLLS AND/OR II-'7E OBTAIN A LETTER FROM THE DEPARTMENT STATING THAT TREATMENT WITH TIE OWNER.THE PROTECT GEOTECHNICAL THE WORK UNDER PUBLIC JURISDICTION S ACCEPTABLE. ENGINEER AND STRUCTURAL ENGINEER. 0. POST NECESSARY BONDS AS REOURED BY THE CITY AND/OR STATE. r O. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS H O_N PAVEMENT 8 JOINT SEALING NOTES W TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPR91G.BY APPLYING CALCIUM CHLORINE.OR BY OTHER {,0yhG METHODS AS DIRECTED BY ENGINEER AND/OR OWNER'S 1. ALL CONCRETE FOR PAVEMENT SHALL RAVE A MINIMUM 30DO PS COMPRESSION SEALING MANUFACTURERS RECOMMENDATIONS. REPRESENTATIVE.AT NO ADDITIONAL COST TO OWNER. AT 28 DAYS MTN 6 PERCENT AS ENTAANIEDtf UNLESS,OTHERWISEF NOTED. PAVEMENT MATEUALS AND CONSTRUCTION SHALL CONVHM 8. C(EAF1 All JOINTS PRIOfl TO PLACEMENT OF JOINT SEALING iNTERRAl N To TIE APPLICABLE FOR SECTIONS OF S C NSTRU ADDITION,S PREPARED BY TH ACCODANCE WITH MANFACTLRERS FECOME RATIONS. II. BE US TO PAVING DETAILS FOR TYPE OF PAVIG AND BASE TO CENERA ATKX AS FOR PUBLIC WORKS CONSTRUCTOR OMED CONCRETE THE M AI L eE USED. CENTRAL-TEXAS COf 3' CF GOVEP/RE CO SLIP E SHALL RAVEAM OWL HAVE 9. PROVCH BACKER RODS FOR JOINTS WITHOUT PP04MMED,XNR HATS9AL N A MAX(AEM SLUMP OF 3'. WINO RACED CONCRETE SINLI.HAVE A NAXIIIM S• SLUMP. ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. CASE NAME- MILLS CORP./KINKO'S R. GRACING CONTRACTOR S RESPONSIBLE FOR REMOVING ANY CASE NUMBER, CU 00.68 EXISTING STRUCTURES.FENCES,DEOR S.OR TREES REMAINING 2. TIES. SPECIFIC STALL SAWED CON TO THE OR CONSTRUCTION AND ENJOINS SHOWNLOCATE ON THEMEXPANSION AND ISOLATION JONT MATERIAL TO aE PFIEMOLDED EXPANSION LOCATION,GRAPEVINE MILLS ON SITE AND MALL COORONAT WITH GENERAL CONTRACTOR. PLANS. SPECIFIC SAWED ACTOR SHALLION OR MIT AA POUT JOINT LNG HE S ARE O.MKATERiAL AS RECOMMENDED BY JOINTSEALING MANUFACTURES MTi.DINT U/P WIN SHORAN. 711E CONTRACTOR D AND SUBMIT A LAYOUT ENGINEN0 THE SAWED LOOS E. LOCK 4 GE GRAPEVINE CR. JOINT I0CA10INT TO BE REVIEWED AND APPROVED BY THE ENGINEER. TO PROTECT 6FA1.Allf RESERVOIR. MOT 4,BLOCK 4 GRAPEVINLLSE S AMOARD JOINTS BAIL OT FRONDED AT ALL MANGLE IRIS,LIGHT MILLS ADDITION PH. 1 R. GRADING CONTRACTOR TO COMPLY MTN ALL STATE AND LOCAL STADARDS AID ORERR SNLAR INSTILLATIONS. 11. TYPICALLY FILL L VENUE CERTAIN PR S PUIID BELOW WHENCE A CONCRETE TO NEAR FULL LEVEL.CERTAIN FULL LT9 SKJH U SCAT SEAT.ARE ' SEDIMENT CONTROL AND AN POLLUTION OOIIlM1HCE5 OR RULES. FECOMIk7tfD TO BE PACED TO FULL LEVEL. REFER TO NAMFACTIIERS 3. PHOmumm EDE JOINT LONGITUDINALLY JOINTS AT MAXAUA 44'FOR S'LOW POINT OR AT GUTTER W NOT RACE pF \RtE, MAYOR- _ M. A QUALIFIED SOLS LABORATORY SHAD.DETERMINE THE JOINTS WALL.BEGIN AS$004 AS�CONCRETE HAS HNOEWD SL/TCOMY SAWING PEPoET ��'A'T10NS. yyM DATE, SU7A8LUTY OF THE EXISTING SUBGRACE AND EXISTING ON- SAWING WITHOUTEXCF.SSVE RAVELING. COMPLETE ALL SAWED JOINTS BEFORE WITH THE CONTRACTOR SHALL CONSTRUCT AL DRIVEWAY A'PHOAC E9 IN COFORMANCE F PLANNING AND ZONING COMMISSION SITE MATERIAL PRIOR TO BEGINNING ANY FELINES OPERATOR. tJVCORTRO11ID MNNAQE CRMLON9 OCCURS. PRIOR TAPPLUCA APPLICABLE ORDINANCES ANDREMITS WENTS.RAVE BEENCONTR OBTAINED '''#? •°*NI MOLL COMFPM APPIJfJI&E DRIVEWAY OR ACCESS PERMITS FMVE BFfl10BTAMED �g 4. DO NOT PLACE SAND OR SELECT FLL BENEATH CONCRETE PAYEMEtf SDEWAJCS. '}"»A•""""" A 15. UNSUITABLE EXCAVATED MATERIALS AND ALL WEST RESULTING COVE ACTED NATIVE OR WVOOAP PAWS FOR LEVEL.IP DOUSE.UTLQE NS. THE CONTRACTOR MALL SUBMT A JOINTING MN TO PROJECT ENGEEER PRIOR TO �t Bi 8 1 COMPACTED NATIVE MATERIALS. 1 CHAIRMAN GTE BY GRADING CONTRACTOR,M CLEARING AND GRUBBING SHWI.0E DISPOSED OF OFF- KX/FOR APPROVAL. S. BAGGILL ALL CLASS TO EDGE OF"GRADE WITH DRUM CLAY SO". pR'YS!" SOL3. COMPACT TO 95X TO IOOX OF STANDARD PROCTOR DENSITY AT OR /\ W DATER EX ABOVE OPTIMUM MOISTURE CONTENT. [Vyvj S. ALLEXCAVATINGS UNCLASSIFIED AND SHALL INCLINE ALL SWEET.-A-OF-10 MATERIALS ENCOUNTERED. 8. CONTRACTOR SHALL SAW-CUT TENS AT EXSTI S CLUBS AS NECESSARY TO t MMAE SM 007W TRANSITIONS. CONTRACTOR SHALL -OUT WD TRANSITION TO `VVV 111rrr APPROVAL DOES NOT AUT OR=MY WORK 17. BEFORE ANY MACHINE WORK S DONE.CONTRACTOR MALL STAKE MEET EXISTTB PAVEMENT AS NECESSARY TO tSUE POSTIVE DRAINAGE. IN CONFLICT WITH ANY CODES OR OUT AND MARK THE ITEMS ESTABLISHED Sy THE SITE MAIL ITYP.AL NTEASECTICM I COPYRIGHT ORD INANCES. 7. ALL EXPANSION,CONTRACTION,A/D CONS1filCT1OIN JDINEB N PAVED ACAS CONTRA POINTS SHALL BE PRESERVED AT ALL TIMES OLERlG 3HAIJ.BE 9EA.ED N ACCORDANCE Will TIf5E 9PECFICATION9 AND TIE JOINT AST SIRE T IT DEPARTMENT OF DEVELOPMENT SERVICES TIE COURSE OF THE PROTECT. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF (�(�qF TyL c OPERATIONS UNTL SUCH FONTS AND GRACES HAVE BEEN �M(�(�p UV®. PLACED TO THE OWNER'S SATISFACTION. H NOTE, ALL REFERENCES TO 'CITY' SHALL MEAN 'CITY OF GRAPEVQW' CAUTION 1 1 1 Z tu z UNDERGROUND UTILITIES w EXISTING UTIJTIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS {II O,n m HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSI- Q = GRAPEVINE �y �-7 7�r �t T r CIRCLE /'+r �-1 131UTY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY I e� GR AP V IN(� MILLS 1 I1T.l.LL'. srt� OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE ® $ Eby LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACLITES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT :U) M sby '� ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF m W C \ ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES, THE CONTRACTOR 'Q y° SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING ; R=29.0 ( CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES fh Its ¢ L= 0 -"5-`) I ELEcrRp�AL SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. CONTACT Ai.l °•Q w R = 89°531014 '�� TRANSFORMERS POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS. W (q CH= NO2°42'22 N 42 14'24 E W/GON�,.,,,P, 232.14 C.PADS * CL =40.97 ad _ _ L: 3 '�.. 3.a"'•. ._ -_'P -nsa-_. ."____j ..,___ Esc _, _ -_ `..-_ -.- EXIST.CONC.WALK Lu - -'A' - /- �- - --- -�- - � i 1 _© �� /..MON ENT SIGN � WITH FL DUGHT T _ 5a0. _ 1t1r1 W a/e)NCH Rtf ° � a54°9°. lP 1 9. (n1 Q+` .•,_ 549. 1 II� k zo LEGEND \tn me: (Tti 349. In) a 0. n) 349. <P) 19. IPI a48.70 a80.87, i .25 '749.29(P) ( ^I5�9.07 1P7) 8g �a4g FLOW ARROW + • I ' a l ) .38 1 t 'a49.33(PI MW 06 ay9: l I T -� I F.F.E. 551.50 w g5aapp GI 1Tc $49.99 MII -- ( A 551 PROPOSED CONTOUR `` I C!R ( *.,. • 660.11(PI 549.49 1P/ � Gil G° ::.. 5a0.2 �5 0.49 tni 5 9.Sa ITC) 51 .. V i KINKO'S 8$$;4I Iaf) s38: <t iel (P ('YN9.99 IPI, =p4q,QpS9,tP) IPIt 5 EXISTING CONTOURS E X A S 550.01 (TC) PROPOSED GRADE (TOP OF CURB) 1 Lax i$49.20 r� �-r �+ 5a0.Te ITtI �3 .64 1Ttl (sao.0r(n1 549.51 tP I PROPOSED GRADE (PAVEMENT) I 1.104 ACRES a8026 IPI 6 M tPl 01 tPl t (47,984 SQ. FT.) 530.52<re) aa0. InI 550,4g<, rn �„ µ ZONED 'C-C' s COMMUNITY COMMERCIAL' J z� / rN9.48 PRIMACARE lfbl }� O tD ss + 0.53 } ° ss 0.63 tPi o_. 3ai. (TCI MI:"1TC1 43.1TC1 y�071 IT RM 15 1 - Q 3 '3a1.0a IPI 330-•93 1 5550.1(Pl Ell aai 70(TGT''- 549. / 0ayy+diapp 551. TC a49. I [ l51.Z7 / S3100'IT 1 F �551.2 1 m a ' / i•°8 6.631TC) a30.e0 ITL ba1.46 550.0(P I a50.30(P 11 650. (P 1 NOTES\R4• ZSS UI M WR 4, ; rs90.49 549.99 $49 3 1. CONTRACTOR SHALL ADJUST EXISTING IRRIGATION VALVES, SPRINKLER HEADS, IV sao (Tol � METERS, AND OTHER APPURTENANCES AS NECESSARY AT NO ADDITIONAL COST s5S�T P) 600.0(P1 sa. R(ra TO THE OWNER. 1��1 651.2 /F' I` 2.CONTRACTOR SHALL EXERCISE EXTREME CARE TO PRESERVE j.� M M 20 1�TYE - -- a(TO VEGETATION/PLANTINGS IN ALL LANDSCAPE EASEMENTS. HAND WORK AROUND �y q EXISTING TREES. 04 04 _ - DES ARE TO TOP OF PAVEMENT R� - ---- S- ____ 3.ALL SPOT GRA 0 GROUND UNLESS NOTED 3s Tsa is/' - ---------- OTHERWISE. P 49 LFH wF S 42' 1' ' W aFH 4.CONTRACTOR SHALL NOT DISTURB EXISTING MONUMENT SIGN. COORDINATE -- _ "- --- _ _ - 01- 17.5 ' ____ __ _ __x _ __ WITH ELECTRICAL CONTRACTOR FOR PLACEMENT OF CONDUITS IF NECESSARY. a ISS I 5y/ STATE HIGHWAY No. 26 �c'^•- H \aa2 _. ,.-�<-sat•-.�..:..-.ems. Tu-�:�,:�, ,.x__=..,:.; -._....,�.�.,,»-_._ .... _:.... ....._. _ --- ---- ---- >.z -- - CASE NAME, MILLS COP./KINc6'S CASE MISER, OR 00-40 "S" LOCATION.�M�EVIN IEEE ILLS C- GRAPEVINE MILLS at. LOT 4, BLOCK 4 GRAPEVINE tliLL8 ADDITION PH. 1 0 20 40 60 80 po Yam t, �E tX Te ZP� 7. _ s*�� *DATE, *. •*y •BENCH MARKS w PLANNING AHD 2OI1140 COMMISSION I ROtNALD _ IR¢ . 'X' CUT IN A CONCRETE WALK SOUTHWEST OF - �- lqt, 87 21 f I 'PRUACARE' AND BEING 8'1 NORTHEASTERLY OF THE Ri'b,�.�?2- TERMINATION OF THE WALK ALONG THE SOUTHERLY h Fss CNA� CURBLINE OF GRAPEVINE MILLS CIRCLE.ALSO BEING ht1 L CALLED THE SOUTHWESTERLY CORNIER OF �^ zAM CT 3_()F 10 'PRIdACARE'. ELEVATION=548.78 , t ,.,.0 APPROVAL DOES MOT aRHORIZE ANY 1YdS( 2. 'X' CUT IN CONCRETE PAVEMENT AT THE COPYRM�FtT IN COPL ICT MI TH ANY CODES OR SOUTHEASTERLY CORNER OF'PRIMACARE'. ALSO ORDINANCES. BEING CALLED THE SOUTHEASTERLY CORNER OF T SHEET EAT 'PRIMACARE'. ELEVATION a 551.00 DEPART 0IT OF DEVELOPMENT SERVICES � I�II NOTE) CONTRACTOR TO RELOCATE BENCHMARKS SWM EE U No. BEFORE CONSTRUCTION BEGINS. 3 H- CAUTION ! ! 1 Z z s ,{> UNDERGROUND UTILITIES EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON TI4ESE PLANS W 0.e _ HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLED BY VARIOUS Osc OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSE- Q Z �195 BILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY -c •o T7� r CIRCLE OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE ® a GRAPE jTl l\T1MILLS llV CLL Syy '' 6as� LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT m N im � P \\\\ ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF e Gas ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING W CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES ic R = 29.0 I t� SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. CONTACT.ALL Q . 0 5°e I EIECTPoCpI POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS. � W � L=o s 89°53 i01• �` TRANSFORMERS 5I t CH= NO2°42'22 N 42°I4'24' E 232.14' W/GONG.PADS , at 'a. CL=40.97 _-,ram.. -.. _ _.. .._. :TILL C .:_.z:.__ 41. EXIST^CONE.WALK W S t -.0 -- - CONNECT NEW 24' RCP Z p� :`,�— a --� --- — l EXIST.SDMH. % O CONTRACTOR SHALL USE OMNIFLEX ® Z '• I ` ` MON ENT SIGN A7,RRJCTION N M H AND PROVIDE ui wiTN FL oLIGHTs gTE��543 9A � 5/8 INCH RF LEGEND cl47 � \ FLOW ARROW INSTALL GRATE INLET �� NEENAH FOUNDRY MODEL 3402-E DRAINAGE DIVIDE INLET ELEVATION-548.50 iE-544.50 551 PROPOSED CONTOUR T E X A S o? ' KINKO'S W I 551 EXISTING CONTOURS - i 1.102 ACRES i (47,984 SQ. FT.) ZONED 'c-c pRIMACARE s _ COMMUNITY COMMERCIAL' 0 oyy INSET A 3 7 cn Q r O CD I � { CD REMOVE 'Y:«:::. ass I cr EXISTING y STORM Fi ..t < DRAIN MANHOLE • WSw"W8q ® l��j9 O -PER CITY SHEET 2929 � /�� 2Q' ILI7Y EME I f _ n4 I S/ 5 e TSP TfFH HF ` $\42°�2I'01' W 217.5 ' `L7' UTILITY DESIGN CONTROL PONT$(UDCP) OFH - �g.�•w.�- ------- - -- ---------- STORM DRAIN — -q �--sr m•wn `an`r.zo wam UDCP#11 N n 7036468.15 E=241634.78 FACE OF CURB UDCP#12 N-7036470.74 E 2416137.14 BACK OF INLET [� UDCP#13 N=7036467.37 E=2416140.83 BACK OF INLET !`r�y1R1 ys LOCP 014 N-7036464.78 E=2416138.47 FACE OF CURB �tyy STATE HIGHWAY No. 26 REFERENCE THE FOLLOWING CONSTRUCTION PLANS BY NATIONAL SURVEY AND ENGINEERING DATED APRIL 25. 1997 FOR ADDITIONAL HYDRAULIC INFORMATION. N CITY SHEET# PLAN SHEET# SHEET TITLE N 2929 PROFILE 2920 E_OPPi4 UIO OUTPARCCEL STORM SEW HYDRAULICDATA s 2927 CE OPU3 OUTPARCEL UTILITIES sF CE-OPH3 PROPOSED ON-SITE DRAINAGE A M CASE Nam, ala uNK s caw.no's !'7 ----_' _. -�--�x LOCATE 2305E e Y LV LOOS E.LOCK 4 GRAPEVINE YELLS CR. � LOT 4, #LOCK 4 ORAPEYINE Ss2, MILLS ADDITION PH. 1 0 20 40 60 80 sa-a E OF FA, MAYOR PLANNING AND ZONING COMIISSION ♦BENCH MARKS• „ROwUD I. 'X' CUT IN A CONCRETE WALK SOUTHWEST OF �'• 81821 y �eOI 'PRY WCARE' AND BEING 8't NORTHEASTERLY OF THE F r o AREA AREA - INDIVIDUAL TIME OF CONC 1100 0100 _» �IHE TION OF THE EIWALK MIL ALONG SOUTHERLY CIRCLE.ALSO BEING h Ssi' OA1E, CALLED THE SOUTHWESTERLY CORNER OF w 9NEE1'.30F10 'PRIMACARE'. ELEVATION=548.78APIRIMAL DOES NOT AVINW12E -("A►" Ili IN CONFLLf T WITH ANY OOOM OR 2.1YCRIC SOUTHEA^aWTETRLY IN GCORNERT OFA CARE'.. ALSO E PVEMENT AT THE COPYRIGHT .„„ ORDINANCES. BEING CALLED THE SOUTHEASTERLY CORNER OF AST SHEET EDIT DEPARTMENT OF DCVELONKM7 SfRViCC! 'PRIIACARE'. ELEVATION-551.00 ffi NOTE, CONTRACTOR TO RELOCATE BENCHMARKS SHEET ME T NO. BEFORE CONSTRUCTION BEGINS. n F- C3 CAUTION 1 1 1 ? z UNDERGROUND UTILITIES fn EXISTING UTILITIES AND UNDERGROUND FACJUTES INDICATED ON THESE PLANS W IL GRAPEVINE MILLS CIRCLE HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS F 0 OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSI- rg z BILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY 5 m OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE ® 8 p t, LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT r'U) V! > I ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF a l� ELECTRICAL ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR Q } R TRANSFORMERS SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING W.1 1, W/CONC.PADS CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES *ffi go(K SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. CONTACT ALL It cc v rM __. - .).:. =_�- .. _., POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS, V) �+ , �:- ! _...u..Y.....-..,��'�'a. _t.�-.. _ c EXIST,CONC.WALK III S _�_ JU I� .H �..h t .✓ I .t„ �' MONUMENT SIGN W �+ DUGHT�` UTILITY DESIGN CONTROL POINTS(UDCP) _ L { '¢ 7 5/B INCH IRF ( _%,L If rG° --M 1 � pig �. I, rt •s ,a• $ANRARY SEWER Z •.• �� - '% '• n I �� ___ lOCP#I N=7036270.51 E=2416079.46 REFERENCE M.E.P.PLANS FOR EXACT CONNECTION LOCATION AND ELEVATION. UDCP#2 N=7036267.34 E=703626T.34 INSTALL (1)4' CLEAN-OUT 0FNSH GRADE_ INSTALL (1)45`BEND. LOG'#3 N=7036270.74 E=2416147.40 INSTALL (I)4' CLEAN-OUT O FEJ5H GRADE. INSTALL I11 45'BEND. tH KINKO S t f- _�-��. �-a - -----" UDCP#4 N-7036266.65 E-2416151.95 CONNECT TO EXISTING 10' SANITARY SEWER qj F I I ;: (•, It ° ( PER CITY STANDARDS. REFER TO CITY DETAILS WITHIN THIS PLAN SET. LLYlD.111�1(' VIl1V}P� ( I x 1--- -J i.102 ACRES ) DOMESTIC WA T E X A S 4 r ______. _--_ (47,984 SQ. FT.) "' � —' >: �sI I 0 ZO 44 60 80 lOt?#5 N=7036274.23 E=2416082.80 REFERENCE M.E.P.FLANS FOR EXACT �C w ZONED C-C ( LOCATION AND ELEVATION OF CONNECTION. 'COMMUNITY COMMERCIAL y - _ ____a _.__`- -_- -x 1 "/v g I UDCP#6 N=7036272.4$ E=2416084.79 INSTALL(I)45' BEND. {i PRIMACARE J UDCP#7 N=7036275.85 E=2416149.21 INSTALL(1)45'BEND. 11 .. CP#5 1�, — UDCP#8 N=7036275.94 E=2416169.11 TAP EXISTING 12' WATER MAIN FOR 1-1/2' DOMESTIC CONNECTION. INSTALL WATER METER BETWEEN EXISTING 12'W.L.AND THE r PROPERTY LINE. ___._.____ IRRIGATION WATER �y "4 .. "+ UDCP#9 N-7036261.63 E=2416172.48 TAP EXISTING 12' WATER MAIN FOR I-I/Z' SERVICE LINE. INSTALL WATER METER AND DOUBLE DETECTOR CHECK WITH BACK-FLOW S r) -• '!y� '- PREVENTER BETWEEN EXISTING 12' W.L.AND PROPERTY LINE. .1 3( 7 2416164 77 REFERENCE LANDSCAPE ARCHITECTS PLANS M g 2•IaS wi.w a a• ' p v CONNECTION LOCATION.CAP E H I UDCP#ro FOR UDUTY EASEMENT i _ _y.____.� _ E%6r.q•56v.SEw. __ W— _.. .. TSP NCH Rp I _.. nFH CL Fzs�za•w�Fn` DCP#8 U 4 wr;;wu �N•an wRn •'•- — — CASE NAME, MILLS CORP./KINKO'S CASE NUMBER CU 00-68 LOCATION,GRAPEVINE MILLS STATE HIGHWAY No. 26 2706E QWLADDITION MILLS ca LOT 4•BLOCK 4 GRAPEVINE MILLS ADDITION PH. 1 ■w�. DaTE I 1„ PLANNING AND zCNING COMMISSION1^ 4" N 00.TE. ,..�.w___._.._..v.....__.._.�,._�.-..•.K�..oe.,.-.s<__—.....�-.,.�-,--.,..�,.�..-_vim.-___.....,...e.�,�_-�-�.. 9NEETa SL_OR 10 p _ APPROVAL DOES MDT AUTHORIZE ANY'PORK Ii�i• IN COlFLICT WITH ANY CODES OR F1 ORDINANCES, DEPARTMENT CIF DEVELOPMENT SERVICE$ #*'yz *yp SE ?E •BENCH MARKS♦ 1—.7 D EZ I. 'X' CUT IN A CONCRETE WALK SOUTHWEST OF �L• ) 21 _ 'PRMACARE' AND BEING 8't NORTHEASTERLY OF THE I`A"•• TERMINATION OF THE WALK ALONG THE SOUTHERLY •a CURBLINE OF GRAPEVINE MILLS CIRCLE.ALSO BEING t W 5 CALLED ES Y ORNE8 OF PRMAc RE'. ELEVATION A -�' 2. 'X' CUT IN CONCRETE PAVEMENT AT TFE COPYRIGHT SOUTHEASTERLY CORNER OF'PRMACRE'. ALSO BEING CALLED THE SOUTHEASTERLY CORNER OF M A T SHE T DIT PRACARE'. ELEVATION 551.00 a BNOTE, CONTRACTOR TO EFORE CONSTRUCTION BEGINS. SHEET BFNCMiRKS SHEE' NO- H- UNDERGROUND UTILITIES W UNDERGROUND CAUTION Z w ^� �f � �•��•~_��•� �xT--,. _� „t��.,__�-lv��:.��-�'�" '�"'.�'T_�-�-.'""'-� '��:�M.��=`�"`"'""". � EXISTING UTAJTIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS III p,m o ,_..--•'OSg� HAVE BEEN LOCATED FROM REFERENCE INFORMATION SUPPLIED BY VARIOUS OWNERS OF THE FACILITIES. THE ENGINEER DOES NOT ACCEPT THE RESPONSI- BILITY FOR THE UTILITY LOCATIONS SHOWN, IT SHALL BE THE RESPONSIBILITY 1A �'•' GRAPEVINE INL* MILLS CIRCLE Sys OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR?0 u - CONSTRUCTION. TO TAKE NECESSARY PRECAUTIONS IN ORDER TO PROTECT r to Y! -�� ALL FACILITIES ENCOUNTERED, AND TO NOTIFY THE ENGINEER PROMPTLY OF m U) cc i zros / ... ALL CONFLICTS OF THE WORK WITH EXISTING FACILITIES. THE CONTRACTOR B IQ SHALL PRESERVE AND PROTECT ALL EXISTING UTILITES FROM DAMAGE DURING 'ffi............ CONSTRUCTION. ANY DAMAGE BY THE CONTRACTOR TO EXISTING UTILITIES 'Its � SILT FENCE 54e SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. CONTACT ALL a PER DETAILS CONSTRUCTION s ELE� A _� -• % ENTRANCE LT FENCE i ADS POSSIBLE UTILITY AND UNDERGROUND FACILITY OWNERS. W fA *.r _c• `J riwirF - - - PER DETAILS _ TRANSF ��ERS _.. + _ —71 -- EXIST.CONC.WALK S I _ — ullu r- { INSTALL GRATE INLET p L �MONLNENT Sl,,N NEENAH FOUNDRY MODEL 3402-E 'Z ' *•- TYPE A,0 A WITH FL SLIGHTS /a INCH RF F777, •, n ... . -1t ET"tYEhATIDN'5�18:3� - a -- ' LEGEND s FLOW ARROW HAY BA LES F.F.E. 551.50 HAY BALES ROCK FILTER DAM �"� SILT FENCE NOT ) PER DETAILS I I KINKO'S5 PROPOSED CONTOUR _ I 1 EXISTING CONTOURS T E X A $ �- -' 1.102 ACRES �V ® HAY BALES (47,984 SQ. FT.) � ZONED 'C-C' ;' i 0 20 40 60 BID COMMUNITY COMMERCIAL { PRIMACARE CONCRETE s C t I SEE SHEET'40 BE REMOVED _ r NOTES � " x w� I. CONTRACTOR SHALL EXERCISE EXTREME CARE TO PRESERVE Vi Wa4 ° i OCK LTERDAM VEGETATION/PLANTINGS IN ALL LANDSCAPE EASEMENTS. HAND WORK AROUND r, 2 EXISTING TREES. FM G —SILT FENCE W L� PER DETAILS °F, 2.DELETE HAY BALES AT GRIDIRON WAY IF NO NOTICEABLE SEDIMENT IS zo' j.� — — —r ACCUMULATING. CONSULT WITH ENGINEER PRIOR TO REMOVAL OF HAY BALES. z Q uTY .i _ o' _w. u`" CONSTRUCTION " _ s°z ENTRANCE 3.CONSTRUCTION ENTRANCE OFF GRAPEVINE MILLS CIRCLE SHALL BE MAIN ENTRY by a' 3 `----- --_ = DURING CONSTRUCTION. REMOVE ONLY IF SITE PAVING IS COMPLETE a Qi v-_®,. rsa SN.T FENCEay-''-,. ------- n,. PER DETAILS CASE NNE, MILLS COW./KINKO'S .. CASE NUMBER, CU OD-" HAY BALES LOCATIgi, �EINE�1��3 MIlL4�, PER DETAILS LOT 4, BLOCK 4 ORA+EVI ME MILLS ADDITION PH. 1 ■w�. {g4 �9 STATE HIGHtiUY No. 26 — � 0 a -155..... DATE, PLANNING AND ZONINS COMMISSION 0 -T�-a.-c:�.-,a-.� ,_. _�-.,�_�_-,�.ti�s--�---•--.�.x-. ...=--..rs.an--Z�.... _—..:.z, __-de.�. �_--:�, _ u":542_=_= OAIE, SNEET,-t_CP.J2 E APPROVAL DOES NOT AUTHORIZE ANY YI= FJ'/ ^+�.,,L�_-.-..x __ _ .._-.r ___gin,. _-.s.:,,.-.z�...� �_-x.,.L�................,.:.:a.• »- ,.:.;ru,_,,, r :, x<:..�._- _,,.r..z..:y'SP.�.c- +_-zz„-� IN COA LLIC MITH Ntt CODES OR DEPARTMENT OF DEVELOPMENT SERVICES T1 Ssa �B/ MR BENCH MARKS ! '*t� S ONALO -S • •SOUTHWEST �-..i«........ ONCR E WALK PRSAACARE'NAND BEING 8'±NORTHEASTELY OF THE ;pfet 2t f TERMINATION OF THE WALK ALONG THE SOUTHERLY �TTT CURBLINE OF GRAPEVINE MILLS CIRCLE.ALSO BEING w c1'1 CALLED PRIMACARE'S ELEVATION=S 8.OUTHWESTERLY .778 OF 2. 'X' CUT IN CONCRETE PAVEMENT AT THE COPYR SOUTHEASTERLY CORNER OF*PRIMACARE'. ALSO WIER C IE T SHEET DI 'PRNMACACALLED E D.THE ELEVATIdyASTERL�ORDER OF IN NOTE, CONTRACTOR TO RELOCATE BENCHMARKS SHEET NO. BEFORE CONSTRUCTION BEGINS. 4"CAL LIVE OAK OR ALTERNATE KiNKOS -GRAPEVINE MILLS EXISTING 5"CAL LIVE OAK-REMOVE TRANSPLANTED 5'GAL LIVE OAK CITY OF GRAPEVINE LANDSCAPE STANDARDS EXISTING BURPORD WEDGE FROM SITE OR RELOCATE ON SITE SECTION 53 LAIREGULATION� REMOVE AS NEEDED ZONING WITH NO RESIDENTIAL ADJACENCY STARS AND STRIPES �� H.OI�ORLANDREET t ER;i :1;OF USE AREAS ``�` !✓ EXISTING 5"CAL LIVE OAKS I OFF ST LANDSCAPE AREA VEHICULAR OF ARE PARKIhK AREA EXISTING GRASS AREA TO REMAIN TO REMAIN•TYP EXISTING CEDARS 2,118 SQ FT REQUIRED LANDSCAPE/400.(6.29)6 TREES REQUIRED r,1 CITY OF GRAPEVINE GROSS PAf6'JNG AREA 251;SQ Ff X lo%•2,118 , t t TO REMAIN-TYP VISIBILITY TRIANGLE 2,842 SQ FT LANDSCAPE PROVIDED/ 6 TREES PROVIDED — _ A42'1e 08'E 1-11_ '._- _ _ PERIMETER 'C -�..w r _ 2'HEIGHT EVELRGREEN HEDGE ALONG PERIMETER LAt�gCAPE ARC14TEOTIS 1 I / —_ _ _-- — _ _ _.--_._-. I TREE REQUIRED FOR 50 LW FT fRWAGE 4 StaWon Circle •'�1 HWY 26-219 LIN PY/50 a(8.b8)b ES SQUIRED erl6tt Te%ee 76088 IRON WAY-II5.5 LN FT/50=(12 313 TEES REQUIRED FhOn�Q7972� -42Cb1 o '°. �n ( f.+ r -c ,• .. - GRIDIRON amp.nat STARS AND STRIPES WAY- t n.6 LN FT/50•(5.W 6 TREES f QUIRED ar tleCr®om ++++ +++++++++ +++++++++ -1-++ ijI geRl.'YFtTE *• �'k r T. _ + - a P_."+ _-_ _ -_„ ,_, I: ._ .___._--- __. ...•...•........... I.LANDSCAPE FOR NON-VEHICULAR OPEN SPACE :'S '. 3 5%OF TOTAL SITE AS LANDSCAPE/50%IN FRONT YARD f p f �k i� 1)#13 19 h S ITT !. ( ,' _ TOTAL SITE 41A99 SQ FT X 15%.1,185$Q FT REQUIRED LANDSCAPE $ II 'L Tah § 75 EXISTING REI$T POD HEDGE i ! ( .19,e SQ FT LANDSCAPE PROVIDED G : I:" �flCJ . ". I ��` 1,i85 X 5Cri:° 3592 5Q FT REQUIRED LANDSCAPE IN FRONT YARD ","• i - 103°D SQ FT LANDSCAPE PROVIDED r 1" t • l ( I TREE REQUIRED PER 2,500 SQ FT OF NON VELIICULAR OPEN SPACE v cFG I0,390/2500-(4.I8)5 TREES REQUIRED , L ( •5 TREES PROVIDED ra;�•" } NOTE: LANDSCAPE TO MEET GRAPEVINE MILLS .-. — PARCEL DEVELOPMENT STANDARDSco u I ( " y. NOTE: ALL REQUIRED LANDSCAPE AREAS TO BE C 6600�Q. �T. - r - -- XN—- + I IRRIGATED BY AUTOMATIC UNDERGROUND SYSTEM KINKPLANT LEGEND KNC05 0 DEC EMBER 2000-GRAPEVINE MILLS,TEXAS m o ONE STORY LIGHT POLE(TYPICAL) 1 ;' PLANT SYMBOL LOAN NNE E MINIMUM/SIZE REMARxS � D,d,` 1 (OUANTITY) BOTANICAL NAME WEIGHTBF AD SPAGIN$ (ALTERNATE) 41 LIMITS OF EXISTING LANDSCAPE ___-- - o--- -- n XiSTING SCREENING SHRUBS ....... ___.._-I * 4•CALIPER STANDARD Sn 8D oar f} r•uwT r 1'-e'sPR KILL HEAD r Ma a Ep � --------- +, 1 � 4WrCJP tlllAircpl iR-2 ALTERUTE: D 4•caLlr>ER 5"CAL LIVE OAK _ 'T _ •rL CAREN014 12'-4filT/'I'-e'SPR TRANSFILANTED FROM SITE � eQ LIVE OAK L� STANDAfm STRAIGHT G _ _ 1 GMer`cd¢vkgMtwre `eT RLL1 HEED!MATCHED CL �I --- TYPICAL Af2C 4„GAL CANOPY TREES FOR wwh R 6'THT r4'SPR ord±� O P LOT AND END ISLAND PLANTING 1 Mya ca rwa +TIM 5 CANE MN (TREEYAUPCN> T�J s n X O rGRAPE MYR E 1HT'-8 /4'SPR t�F �' _ j r3 Lagwftrwdn;rdiu 212"CAL 5 CANE MIN ' Q} 0 ! 3} 2011 xlr e — F �——— — — —� n FM ILLS Acizr�VNEF- ' —� B HOLLY D6MT/•A5F72 30•'pc Ira mrmte (FOSTER HOLLY/ _ C _ T ++ 130 I r avrad• Q � MS- . z-, I � 4 HOLLY 1GALLCNCOM _ Ii.xaf aD HT/w sp 36„OC O +• w 217s jg CL� •CL -- - - - !0 - - - -- EXISTING BALD CYPRESS TREES - �- -- --- :.cAxsaGULf*TMAMNANDMa ztaoLLaNcatr 4 TO REMAIN-TYP 58 Nanywam eaUee crArsvma wT/I65PR 24"a ._ —.— __ _ :•x xx- Ds 3 DRAW YAUPLN HOLLY 2 GALLON CONT 46 ert—ItWo%a., WHT/I&sPR 24"W ' IY EXI57iN6 4"GAL REP OAKS REPAIR OR REPLACE ALL DISTURBED PROJECT NO:EMGtf(X STATE �t 1GHI-W I NO. 2 ro TO REMAIN-TYP LANDSCAPE AREAS BEYOND PROPERTY LINE ( ��r ��r BALLOWCONT ALTMATE seAi— s E LIII 1 I7"GC SQR PRL.NE DLAD r B CIIZN ERAPJCHfa 1620 LI'I p. aeurt Se>axl� a,lw € T FOLIAGE (MOS) WHp.E (3J PRESSURE TREATED HA4)WC`-O STAKES �.2 MAhVTAINIiNG NORMp!,. TREc SHAPE (? X %9') VV""H 12 GUAGE 5 STRAND PAINT ALL CUTS WITH TREE ORES30,Ga ALTERAATELAWF£ ENCASE STEM p N E 3' TURNBJCKLE ++a✓''' `y„ $Qpr EI.OASE LOOP ev REI`a. RUBBER HOSE K. 2`,"r'..%=".,< "_ SEA50NALS GALLON CCNT CAM1JPY TREES SelIl D— FULL 12"m fG'EA$arPoS-SE{EC1iGN SECURE AT LCNLST WANCi-I L� LANDSCAPE PLAN SCALE: , :20' 138 � ,SPAOSY BY a@,E72t EVERGREEN / ORNAWENTAL TREES: _._....._ SECLRE At TOP OF STAKE NEIC-.HT TREE WRA:+(4"MIN'WIDT;-I) U' F EDGER STEEL ECGER MEDIUM GLLELE METAL ECG516 I�«fRED ALIX1i b11 4'TOP DF?ES.ONG NSTq�.L AS FER MpNlt° PLAN TINS L BEDS 1NAT UREGRA`b AREAS BEN TOP OF TREE BALL 3- / 540 LW.fT. ABUT MIN HT ABOVE FINISH GRADE AGRIFORkn FERTILIZE •^- TABLETS(AS PER SPECS) SPECIFICATIONS IMF. 4$OLD$0D ALTBOATE WATERINKr RING (�'� A FINISH GRADE All be t b M cW 1 ! . HTD -NB Y Da 1z. r f k I I J QWVliITY AS PER=TRACTOR ISSUES; 12/6/00 PERMIT SET ROOTBALL ,�" E B.?C'KFry1 SOIL mix 3. —A apD 9 by D d a D iP/ q,l P p p P a P t o-aCe NOTE:ALL PLANS TO MEET CITY OF GRAPEVINE MIN.LANDSCAPE REGULATIONS 12/6/00 fs'EvISED TAAa'ER SOIL MIX — EXrTING SLEIGRADE ;finer a uo,>a SITE REVIEW PRIOR ro sernEMENT ';�"�" d d ` e e," , ,,,, I °,P ALL PLANT MATERIAL TO MEET TEXAS AND AMERICAN STANDARD FOR NURSERY STOCK GUIDELINES roe•oee`o"k o e"•e f, e" <° " ryma" PLANT CONTAINER SIXES ARE SWOWN AS GUIDELNES INdLY 2 y:DIAAk-'IER s, m w vp cPm w aca tPa< v p.<ep a:o"f In.. Tn<weaswce wmrotlp,--A m«I I,a m<--PrzP PLANT HEIGHT 4 SPREAD SPECIFICATIONS ARE MINIMUMS a-ROOTHALL •• °„Po ALL REQUIRED LANDSCAPED AREAS TO 13E IRRIGATED BY . "" " AUTOMATIC UNDERGROUND IRRGATION SYSTEM •" {12> °P`m`°"' ON CENTER(O.C.)SPECIFICATIONS ARE MAXIMUMS c. r D t f"•"r""e° e"( p P p I"n1TP NOTE:GRAPEVINE MILLS REPRESENTATIVE TO BE PRESENT IF 5"GAL LIVE OAK IS TRANSPLANTED TREE PLANTING DETAIL (TYPICAL) " GUARANTEE- NOT TO SCALE e d m r (I Ps wb bl p `ra 1 F. r m > D c t p PLANTINGS INSTALLED BY THE PERIPHERAL PARCEL OWNER ARE REGU RED TO PE WARRANTED v r s s r d t iaa I lo-. x t CASE NAME.MASS C>XQp;�K�Ka`b ' s ° tt xi CASE NUMaER,CUoo-se FOR REPLACEMENT FOR ONE CALENDAR YEAR AFTER ACCEPTANCE OP THE LANDSCAPE NSTALLATION MULCH b x E t •t D b b z+m zo r( a1 LOCATION, le WALLS T233W IS&W OME WATERING RWSJ( e. re,f <. Uwuc azLana n c i s" .4NEM0.L4AOW'aee,FHA7Ei CONDITIONAL USE REQUEST CU00-68 AGRJ= S R SPFCS) wro e eY.o, •nha sy ,y TABLET (AS PER SPECS) "w.. , a �,1 Y STCRETARY Par eN Ihb ,Id 1 1 a F do- �/' /•�1 \�I n 9 D. t Drd 5R �1. L naewoc 99 uiwd. DATE, I\iNK41 FINISH GRADE P a. • "anaalnm or N9n tl al®rttp p<a txFare app d) a �avz 2305 E. GRAPEVINE MILLS CIRCLE t m in I.o d �. • ao.mm +Tu aeDs z/ p / PLANNING AND ZONING COMMISSION 1" j- d oracd p �^ LOT 4 F3LOCK 4 GRAPEVINE MILLS ADDITION, PHASE I ,:'•TM" kra •pm. ROOT ALL— •y BACKFLL SOL 'AtX t o" al s CHECKED BY: tJd I.. 1 n'apurea DATE, CHAIRMAN TAMPER SOL MIX 4'MIN - ._ EXISTfi"JG SUEiGRADE t s t a e Ia n erm o RE, a ,.,,, o e• PRIOR TO SETTLEMENT I I• v I INI p f a to a mkrl)r p r I'�:%�i°P mr SHEET,7 of to gh�. ",. II. Tae a D t I a tn< xc<., ( aom"ia(s b•u:7,w laa+ cpv. NOT AUTHORIZE 2 X DIAMETER n l o f n d t Dy ,A. E NPROVCON FICTEWITH ANY CODES OR Y WORK OF ROOTBALL p t m Pro Y v t,.aseaPen'°"o ORDINANCES. arc t na w a all • s DEPARTMENT OF DEVELOPMENT SERVICES SHRUB PLANTING DETAIL (TYPICAL) D °amt n•r aadiwnmo. m tD m<°tr"u. iro aarrau< NOT TO SCALE pane"swae car`smdw.o "'"P"'tl1y". " Ot:I Date: October 50,2000 FLOOR PLAN MOTES � 1 I❑ 6'YETTAL STUJ WA L$WITH R-iq[I AND VAPOR BARRIER n STEEL CCLUYN-FSfFEN:E STRUCTURAL ♦ .. T)" n4'-0'x 11-O'HOLLOW METAL DOOR AND FRAME WITH A 10'ALUMINUI I THRESHOLD 40 1-I2 PR FIXED PIN SS HINGES,WEATHER STRIPPING,CLOSER,LATCH SET AV DEAD BOLT.EXTERIOR, MATERIALS-BRUSHED STEEL STAINLESS STEEL ANTI PICK BOLT PROTECTOR AT EXTERIOR ® STANLEY,'DURA-GUIDE'2C00 SERIES AUTOMATIC BI-PARTING,SLIDMG DOORS(OUTSIDE ' SLIDE),TOP OF FLOOR INSTA-ATION WITH THRESHOLD,SIDE AND TRANSOM. 120 VOLT,5 AMP POWER SUPPLr. )PLOP X T-O'ALUMHV AND GLASS DOOR AND FRAME WITH A 10'AU"[NA9 THRESH=AND I-12 PAR FLIED PIN SS HINGES,WEATHER STRIPPING,CLOSER PANIC DEVICE FULL,EXTERIOR 23'-4• MATERIALS-BRUSHED STEEL STAINLESS STEEL.ANTI-PICK BOLT PRDTECTCR AT EXTEMOR 2- 4'-O' '.�• V'O'X T-O'ALL41NII APO GLASS FRAME WITH SIDE LITE AND TRA`SCII, y� -q 1''B' 6'' 4'- ..., 'O' d'- ' '-4' 3'-'51. 11 g 14 14 PRoYTB YNOCK OUT PAWLS FOR FUTURE(8� © STOREFRONT OFEMNG.REP:STRUCIURAL FOR LINTEL,MA3 AID A4.04 FOR LOCATION. '. C.J. G.J. C.J. C.J. T Cm BEARM PILASTER REF:STRUCTURAL /' 0 B'SPLIT FACE LOAD BEARING CMBLOCK REF.SHEET A•4 MATERIALSFINISH SCNEAU.E ALU•IINAT STINT WITH I'THK CLEAR INSULATED GLASS REFER TO ELEVATIOS FOR 5 TO 10 I 11 12 a SECTIONS OF TEMPERED GLASS, INSTAi.ET)IN ACCORDANCE 14I114 Iggn UBC. ® NOT USED. 6 i O SLAB'LEAVE CUT'.REF:STRUCTURAL,sUB GRADE SHOULD BE LCMIPLETE,AREA TO BE LEFT CLEAN,LEVEL Am READY FOR THE CONSTRUCTION OF THE FLOOR SLAB. D J O.J. I2 EXPOSED FEeAR CgeNECfIPG DOWELS INSTATED AT 16'OC FOR THE CCRAECTIQi JOINT WITH THE FUTURE FLOOR CONCRETE SLAB SHAM BE BENT DOWN.THE EXPOSED RzEBAR DOWELS 4 b SK41 BE LEFT IN A STATE THAT WILL NOT BE ANY TYPE OF IMPALE OR TRIPPING HAZARD, Nw A9.19 G.J. 13 CONCRETE FLOOR SLAB-REFER TO SiRYtLRAI.DRAWINGS,REFERENCE ELEVATOOTN OF FMSH � FLOOR SHALL.Be 100'4'FOR BUILDING.RAY,CIVIL DRAWING FOR ACTUAL FINISHED FLOOR d'- A5.Iq R ELEVATION YM 14 65*'DCWSPOUT W1 BOCT CQBECTION TOM TED INTO UflER-eRM0 STOW 5&ER E r sYS TEM C C -B B o �. .. 'ca G 0 cc C sP 2 TYP. 2 > N Ffl i - 9 ,AS.Iq T 1 >Tn PROJECT0•EMGWTX - / 1 q AD Iq T T. o _ 4 b q 1-3 -4' ISSUES: 10-30-00 l — / CITY SUBMISSION B q `�—'� PRE-REVIEW A5.14 _ '•4' Iq'-4' 2 PLOP '.O'-O O'- ' A'-O' CASE 11 MILLS CORP.*WCO'e 11-06-00 CASE NUMBERS CMOO-69 CITY SUBMITTAL 24'-B' 4'-O' 2'-O' LOCATIONiGRAPEVIMa NLL52305 E.6RAPEVINC m" CxtO.E.,Lof 4 6L.00K 4 , B,- GRAPEVINEMNLS n'ONPMA5a1 12-06-00 MAYOR — s c Y PERMIT SET A IDATE�_ REVISED OSITE REVIEW PLANNING AND ZONING COMMISSION CHAIRMAN DATE SHEETS QOF_tO APPROVAL DOES NOT AUTHORIZE ANY WORK CONFLICT WITH ANY CODESORNANCES,01 �pRg �p11CI DEPARTENT OF DEVELOPMENT SERVICES G-LS��E�11 �LL,��V� SCALE:1/8"=1'-0" NOTE:BATT INSULATION TO Be PETALLED IN AGCGIRDANCE WITH t°w0°-'� Sheet: I"UBC ... North - Conditional Use Request C00048 ■ Kinko's 2305 E.Grapevine Mills Circle Of: 5 Lot 4,Block 4,Grapevine Mills Addition,Phase I Date; October 30,2000 L H) ( (•}) NOTE, INDIVIDUAL CHAVEL LETTER EXTERIOR ELEVATION ANON NOTES SKN By OTHERS. CB-1 9 11 19 q -1 12 11. H CB- q 2 4 b CS-2 B 6 e CB•2 _ELEv.124-4' Y/CFN - - ❑ ALR ALL T44 STOREFRONT T 14TH AS TEMPERED GLASS WHERE L FINISH SCHEDULE PROVIDE GLA2NG ' OT LOCATIONS Ct5 As INDICATEDIN T MATERIAL/PNISN SC+EWLE. DASHED LINE INDICATES LINE OF ROOF DECK BEYOND -_-1BOET%�+DCCd.-'T- _ �`t%')' Y- - , - PROVIDE'bVGCK-DINT'PEELS FOR FUTIAff STORE}�LTiT GF£1VING.REF.STPo.�TW.^N.. , 2 FREFNSWED METAL COPEY TER:MATERIAL PUSH Li:GEND 4'-OXP-O'HOLLOW METAL DOOR AND FRAME,PANT TO MATCH FIELD all �-..e. - -. � .,,.-.r•e,^ ELE IOq � � �h�r$l1}1'tl(� '" T/3TO�RONT ® PROPOSED I.GCdiICN OF RN5 REF•MECHANfCAI.A1ID 6TRllCTLRBL TYP. �_' T - 9 CB• T 31-04T'•0'N1fINMKaLASS EGRESS DOOR AND FRAME(PROVIDE PANIC HAL'd14AYE) PANT TO MATCH FIELD CPU. HELD REF:MATEATE RIAL/FINISH SCHEDULE iH5 SHEET. « k) :x'T,`ti.tia �,3<-.,x, Z"#;.,�a.`, y r�•aw•, _. ____ELEV.10OF, FINPvH H-OOF2 ❑q ACCENT OU 14 ELEVATION y7 IA i I4 L3 IA ELEV.FIR,0' �:MATERIAL/FINISH SCNED.4.E THIS SHEET. `. 01 ��©�� A�i� SCALE:1/8'=1'-0" TYP. SEDGE ® TOPOFFL�PSTN.LaTIONWnTARES SERIES ESHO.D,61DEPANELS40TRANSO I2OVOLOMATIC 51-PARTING,SLIDING DOORS T,5A'F' F+aeR E rPLY.REF.•A5.03 1-11 DECORATIVE LIGHT FIXTURE REF:ELECTRICAL 12 SIGN LOCATION BY SIG NAGE CONTRACTOR,REFER TO SIGN DRAWINGS I3 LOCATION OF WEEP HOLES N CML EVERY 4�-0'O.0 mrIICAL) ELEY.124'-4' T 2TtJ _. 6 4 2 q OB-3 ® CrIU CONTROL JOINT,30 JOINT WITH JOINT FILLER Alm SEALANT.-REF.A5.8 ELEY 122'-4' Ifi EXTERIOR LIGHT FIXTURE.WALL MOUNTED A711'-e'dPP TO BOTTOM OF FIXNtE.-REF. T-/Cm._._ ❑ ELECTRICAL r"aw v CB-4 9 "- -r- - - MA OVEtELCW AND CONDUCTOR BOX OPENING AND b x8 PIXJ•SPOUTS.PAINT TO MATCH HELD GTAL REF:A5.03 Am A5.C8 t -� - q CB-4 CONS TO ALLOW KNOCK OUT PANELS FOR CLEAR STOREFRONT OPENING REF: L:J--^ — -- --_ _:- _� - t_ _ _ NOTE�MILARL RER STRllGiURAL OWJ411,66. .3 — ._ - __ q 08- ie BELOW GRADE DRAM DOHRSPOUTS REF.PLUMBING AND CIVIL C I _ ._ _ ' _..—_ i7 ST-0IJTJ Iq ERS.REPMATERIAL/HNI6H SCHEpU.E TN55HEET. 6O B C8-2 9 CBI MATERIAL/FINISH SCHEDULE > 0 '��j�1�D0'4'_- j' r��vaa, ax„�w, �MMw~k-:, ,��.,,.�b•,�. « t' - � 'O . STO�LT MANFACTUI;M VISTA WALL ARCHITE CTURAL FRODOCFS,(WO)90-4861 0 PE: SERIES 2000 HSH irs Eli/ CR• CLEAR AC12ED ALU1METPJ CC Q2 R ELEVATION EpA InN SCALE:1/8'4-0"1 GLAZING MANUFACTURER LOF BUILDING FRODUCi5Fg12)241-2" TYPE 114'UNCOATED FLOAT GLASS C m C d m T , CONCRETE BLOCK C O. 03 me Iq ELEv.124'-4' MAMPACTUR£R.- PALESTINE CONCRETE TILE,CO.(W)202-g212 C ` L Iq 4 M. 9 fB-1 6 e CB-2 2 b _' _ _. ..T- ,,. TYPE: SPLIT FACE WITS �(� CB-3 9 I ,—r— ". __. __ NOTE ACCENT BAND' CMIJ rat �__._I�_T/CMU �� _.__ .�•-' �. __ -. _.. _ _ MANUFACTURER, PA MNE COMTE TILE,CO.(80W 202.9212 A _ELEY. -- - 9 cE-4 T7PEiEACEw s PROJECT NO:EMGMTX 122•4' COLM LB- . T— _: ..-- 2 NOTE.. FIELD CMN MABIFACMVBR: PAL.ESTNE C04CIZEM TILE,CO.(883)202-g212 . Y+;„N ,.,w',*s > a ,.,,...,-y ,:H;d:nTMn�._ ., 1 ELEV 109'•0' Trm,, BURNISHED WITS 4 — T- CB 3 LC4ER FIELD DMI! .. _ 9 CB 3 s 9 CB-I 1.. 9 CB-3 MA{,FALTURK- PALESTNE CONCRETE TILE,CO.(828)202.V12 SHE UNITS ..,s. .xt ,., ?.�,,, ,.. .,,.r,•`,n r-.,.w n,awt i------ELEv,100'o,h COLOR 'p ,m_.,+yew xuw.,.,vem".,fA Y FINISH FLOCK NOTE FIELD CMAI I LEDGE G. 3 14 I3 14 n 14 11 - 03 LEFT ELEVATION TYP., SCALE:1/8°=l'-O° �:�TE�,,� Dlr�AR��EF�DA�rM ISSUES: 10-30-00 NOTE:/ INDIVIDUAL L Ci4AMEl.LEVER SIGN OTHERS. q METAL COPe•Y.s MAKFACTUREP 1 G MANUFACTURING.COMPANY t800)231-e121 CITY SUBMISSION PR FINISHED, KYAR 500 PRE-REVIEW 1 11-06-00 2 CAPE NAME,MILLS CORP.JKIN%p'S COLOR. 'AGED BRONZE' CASE NUMBER,Cu00.66 1 LOCATION,GMPEVIMEMI!4 RpS E.GPAPEYWE CITY SUBMITTAL ' TgvELEY.Y24'-4' 19 @ 4 CB-1 11 6 "T( I rULL5 cowlE,>.u�4 BLOC;(4 -1 "� TrP ' Iq G--ME i'BU$A—TION F4AFEA ROOPNG CB-I 9 I .� tii 8 C8-2' MAIIFACTURER: HRESTONE WILDING PRODUCTS 12-06-00 2 it TYP I 6 4 SECRETKE.•TY 14MER GIATED'SN31LE FLY MECHANICALLY ATTACHED EPDM PERMIT SET TYP DATE, 12-08-0 Ns T ELEv. HA OR / ---- -m ,, hN � _"n N xa neNING AND TONING ConalsslDN REVISED SITE REVIEW CB-I 9 t=- - _--- -h..c + - _i .IT,-B, EF5❑ OVERCAST WITH SANDBLAST FNISH —fig _ .,.. _._; __.. .,.........__+_ •- ._ -_' T1AACZENT _ PL j, OVERCAMANUFAC TJ41THURER, DRrni CHAIRMAN DATE,Bl II , _ � . q Ca- SHEET, q OF 10 LIGHT FIXTURE SCHED ULE-��LI�,_ELEv,IG9 8 _ • a «e:�,aw"0wve.,;'Ra +;-•dmy,we R�, wl "C"u, ,n •,h+ w,q,a.„wiM w-"nyr, Y Tf.ATO .Nt - N� `' _ '� — �= MPROVIil.DOES NOT AUTHORIZE ANY WORK , B CB•2 IN CONFLICT WITH ANY CODES OR T ORDINANCES, CHECKED BY: LM ♦ —}GB3 q tG 1G TG TG I L — 9 LB-3 DEPARTMENT OF DEVELOPMENT SERVICES � AEOLttE GOOSENECK FIXTURE 200 WATT INCAmESGENT LK+HT MOUNTED 12'-O'AFF, TO WILDING.REF.ELECTRICAL. Sheet: Lill .' „ _h E. q9'-B' /' ,v ❑ NSA LIGHTING•SEMI-RECESSED OW1020-IHIOD(OCEAN BLUE) V 4ECd ---'-- 14 I b I 14 t 13) 14 I W 5 14 Conditional Use Request CU00-68 RIEF.ELECTRICAL (RIGHT ELEVATION SCALE:1/8"=i-O" Kinko'6 _ 2305 E.Grapevine Mills Circle O GFW4.EE LIGHTING-RSD UFLIGHT Lot 4,5lock 4,Grapevine Mills Addition,Phase I Of: 5 Ph Date: October 30,2000 UTILITIES NOTES: PLUMBING NOTES BY SYMBOL'O' ELECTRICAL NOTES BY SYMBOL" A COORDINATE ALL SERVICE REQUIREMENTS WITH UTICTt 970 W BLDG.LINE COMPANIES,AND INCLUDE , 1 O 4 AT NARY BUIL.`NC GRAIN.I.E.= ." . . O PRIMARY ELECTRIC SERVCE. ALL WORK REQUIRED IN BID. E I DOME"ST,:WATCH SERVICE,NTH I"WATER METER. B. UTILITE4 INFORMF'IOM APE APPRC1k?MATELY::MOWN,CCN TRA':,'TOR SHALL FIELD^.VERIFY 11 I L 'ATE APO RJSTP L WATER METER PER CITY OF GRA,,'ENNE O ELECTRIC(e)MPANY PAD MOUNTED TRAN.ZFORMF.R PER ELECTRIC COMPANY Rr;1.IRLME\T ALL LOCATIONS AND 4:TE CONDITIONS PRIOR T<:J BIDAISNSTRUCT10N. REQUIREMENT. O - �+ r,� 3 PVC NNT4 PULNRE FOR FUTURE MENUMENT VOJ PLUMBING CONTRACTOR SHALL PAY FOR ALL LXPESEWER. RAS TO RELOCATE/ReM(iWE EXISTING l'J GAS METER AND SERVICE BY GAS COMP.e.NY SECONDARY TJ C.T C,AN FF,7M TRANSFORltE?. UTILIDES PIfT ARE NOT LFMITED TO WATEfi.SEWER.GAS,ETC.PER UTILITY COMPANIES �` EST a.5 D£MAND 546 CFH AT 2 P.S.I.P E="U'2E SPECS.AND JRACTOF-REQUREME TS / 0 80JA('I,CC.NNECT PER ELECTRIC COMPANY F'.EUUIREMENTS.. L./ B LD^iG UTILITY ONE.,$'-p"STUB(tJT FRGtt 1ILC NC.LIp.1_ ' tl�North Cent(alX�W'Iq: D. ,;7 EXAL ,T- TOP HALL NOTE THAT ALL N„RA A IN 0!AE SUCH ,� METERI`.;;PER ELECTR:'.:OMPA.NY REQUREMENTS. $U FG Y j d`i EXCAVATI ar TRENCH � C0.i�'GON WALL ET^... AS NDICATEu (5� .FEF<TG CIUIL C AMNC.,FCF GUI+iNtIAT!::N AN. ^)RDINAT't)N ON DRAWING 4-VDICN WITHOUT KNOWLEDGE Oi U'D ;,JUND UT-TIE "•C-WNECTIDN T3U c.STREET ;HLJTIE' O` TSLEPH NE EP,"E i A P.C: -TU9-UP. DaH451,BRQS ft��2�D�Y ON THIS F ART'LLAR_,TE THE ENGINEi R ANI3,RNER A',UME NO -P}kild,'T �Qµ-�6 REiPONSIBWTY FOR I F_TERMINING THEIR LOCATION.SIZE,DEPPH OR HAZARD. HC!I`_PANLI, Pan"��14y 69�§0) a� • P y _ 070 r STATISTICS ROOKIPIWR An M. Min Ma I. An1WO _ ar Calc lore Kt -- ,Bic 11.8 is i>I 801 84? b ) ,. 3 .✓/ i !' .�Y` -J ,W i d NT G .._--_ -- _ —_ —____-_ —.__..__._ SiL A DING r' _— __ �"� _— ._ t T f B O)T M::d !L 1 CUMINAIRE SCHEDULE 3 $ 'O� �NTo PANE nP. _ .. -- _. -- ----- Symbni taM1 aY CaWogN bar bascNPtlRn Lame FRI Lunwns ELF f u 4 5 Z "'-'{,j i •.�* ' k,•LL• •<)I l .',,/R' yr4 C �.. A 8 06 ECOL MIS EC OPTICS i8' ( I _ - ECFH4M TES 340W 91 c A y t` �j ECOLUME ECA STANDARD FLOOD FX y �T/ HSERNAL RNAL H SS. ._., a SS IN IN RICK POSITION J 1 _ Z/40)I ECOI.UME ECA STANDARD FLOOD(FHI ' AT a JOIFUNRaMe IE3 OPTICS(t8) ECFM B4DDD 081 O •❑ WINTERNAL WANTERNAL H SS y " ja. H 5 9 IN BACK POSITION I P/ ' r /R x � H Is a> CL u Q. cc L%AGT .ATIO+U. HP -- y E INEW TO 1 EXItph3 Y l p10+��I1 JR•C. ✓ M'JNUMEN�" GN i"FtC PROJECT N0:EMGMTX P I O "ITHIPUL�VRE TO PANEL'HP' — - r B FT, LLED AND g /WIRED BY EL C 41CAL CONWACTic P s C vM <" iN .1�.GI I ED PULE o.a4 __ _.- _ ... N % GA:U.ETED AND HDLE _ RE EEL DLE -------- 4 11 C Eau 1 CUOC Eft L f COLOR WITH PC i.. ` ..«.,.r- ....e..m.. -,e...„.,.�......,.,o....e..,,..,m.,,,. .a..�.,...,.,..,�, (5 E C MII 1 ELECT CoNTRASTDP TO ..�aa..._..,..K..„� ie Mlls p<,tpt^D PhCSN 7 CON ECTOR CADVELD FURNI H D I{ ALL I LIE 8 LLA.i GRIJux➢VILE i0 F\ES t Bl N' tfJ E HEPPRODF I L_f 4.BI ck 4 C.T POLE e. FU:C HOLDER 8 EB AD WITH OkT,FUSES SIZE S E LA[H 2'S'A.FC Lun[x[s SEA—ILL, E NUMBtM CUM-68 r°ME lA0.4S CnRP,IKNKO'S eHAnFE s,sT 1,CRAPEVBIE MY.lS FDLRID FORMED CONCR DE I I'a NC)P BL iS 2504 E.GRAPE VW OREES CIRCLE p BASE d DIANETER �— n AOT Q,BLDG((-¢ ELIII�Mh4$ ( El QF:ING 1 A 'ED'!FEn 8Y pDITpN,PHI6G ISSUES. ,f 1 FINISH GFADESTI.CTJRAL NG.NEEP I � CITY UBMI's ION-PRE-REVIEW �� • 1 MA OR - .L.RE,TY 30 AO im"p ,Ai( II I 6 EARE U. D WIRL I.•,.TE _-_ _ IZkMII SEGO C D C L CONNECTION },IN v1',<AND'+TMNG NQM' 011 \ —3H bt'N%I EP ,WE:.D A4tDED OlE REVIEW GPDUND OLD FRDT f^- i 3 CO.E A -C—UN PLAITIC CC WIT -Clio, t CHAIRMAN L D E 0 i A ALL CONCREI m LOND T ➢MNF iOR °' � _----- VDRK AN,',' Gk NI"tl LI`NDUIT'ELL' c..a.w.w _...w je „„ v aV„' REINFd¢Clt:`u,HALL HE HY .� '\ ..,,..,.ewu,...>,w. .,w _a.„,„,....,�,_a.., ..�. ,._.u,.s..,.„ C=ATE I GCNCF AL L l ikdCiDR LRTi AL PEI BAP.As'+eONREB Br_TR}LFtIRPL E'++*siNEER ,MEET JO OF IA I 0'I"iSA, D'JE x N'7 AUTHCWIZE ANY'afORic NEFtTF. AT P B P CA',_UNFLICT WITH AN_CODE" S(JNTRA"TQF AjQTEi 41 JAT.T 3 ,HE E A;TUR SHALL VERIFi`WITH R POLE'_* MOLTS GHT, WK MANAGEMENT SITE 1 L^rtI L FFAPTMFN7 OF D).fLCPMENT'LR. li. JI THE EXACT+"RITERIA REgUifi::D FOR POLE.,,HOLE HEIGHT,AN F LE BA<g (� !'1'`I DIMEN at N`.,AND AN OTHER REQUIREMENT',.NOT NOTED;PROP I,,BID/INSTALLATION. SJ -- CHECKED BY: LM CE F+ PINKOaG LOT LOOKING �/ �n ® �pW �®My��qS ��S�02 C 1. � Sheet: SCALE: N.T.S �o r I PF { r .n 5 T x I �eg{ ik E MEP-1 _ DOIt'J i. LIPPE YOUNG •ASSOCIATES Of: 1 Y=%'M '11 Date: October 30,2000