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HomeMy WebLinkAboutCU1995-20A - 0215'00' R - 1402.40' T - 27.54' L - 55.07 CH �� u' A - 18'02'57' BRG - - R - 1402,40' - -)') -8r24w4ew E T - 22273' Gig wr l -�- L - 441.78' CH - 439.95' CH 9RG - N89 E WEST PAD 59,755 S.F. 1,3718 ACRES JTTITITUT17Tn-1 TT UJ M] TTLI T I la F E 192;50 14, -oAf-I-o-I -4171 U L 44 I (UlLUIUllLLLLLfj L11�1U�__��1���1�� �1 I I I I I I I I I f r �LLIILLI_�1iLL -; I_I71 T TI Li1-TTM1 TP_MITT I l I T I ITIJ T Tf MT 1_ _'nTITT1J1Tm. jr, I N A, EA 11 l 01 1 1 1 1 Ll i (IIIIIII� 1 �W1W)R � 1 11 11 1 1 ) 1 W J ' 1` I - -- �j�l ��� � `� �� I ► It a+i-o�t ;� � Iy i ( IIIIIIIill11 (liiillllllllU11ll1Ullllflllllli Ililill iLLLF 1 -- -- -- - -: -- -- --- --- -- -- 887.9' -- N89'41 08 W 0 7 ! S 25'58'30' W ; S 5275'G4" W 50.29' ' p S 89'55'41' W 400.50_ D�, ---------- - - - - -- �� SED f_ s TWO DRIVE - _ NOTES: 1. ALL PROPERTY SHOWN HEREON IS ZONED 'C -C'. 2. NO POPTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL FLOOD HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED FOR THE CITY OF GRAPEVINE, COMMUNITY No. 480598. N i E VICINITY MAP N. T. S. 100 0 100 200 Scale in Feet , 9� �i r� (FUTURE) F N 00'04'19' W 80.00 - - -- - _FEU TURF _ -- - - -- - -- --------------------------------- W M -lf,S &685 NOTES: I. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 2. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MINIMUM 1.5 FOOT CANDLES LIGHT LEVEL. 3. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION, 4. THE PROPOSED USE FOR THIS SITE IS THREE RESTAURANT PAD SITES, TWO HOTEL SITES AND TWO RETAIL SALES ESTABLISHMENTS, 5. ALL DUMPSTERS SHALL BE SCREENED ON THREE SIDES BY A SOLID FENCE OR WALL ONE FOOT ABOVE THE DUMPSTER, NOT TO EXCEED EIGHT FEET IN HEIGHT. 6. THIS PLAN SUBMITTED TO FULLFILL THE REQUIREMENTS FOR OBTAINING AN AUTHORIZATION FOR ALCOHOLIC BEVERAGES. PLANNED COMMERCIAL CENTER, THREE FORTY 1 001 POLE SIGNS, ONE TWENTY FOOT POLE, AND SIX MONUMENT SIGNS. 7. THE ENTIRE SITE IS THE PREMISE. B. THIS PLAN IS SUBMITTED TO AMEND CONDITIONAL USE APPLICATION 95 -10 (ORDINANCE 95 -30) FOR LOT 1, BLOCK 3. METROPLACE ADDITION. APPROVED FOP, THE SALE, STORAGE AND ON- PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE, MIXED BEVERAGES) IN CONJUNCTION WITH A RESTAURANT IN A HOTEL. 9. THE DRIVEWAY BETWEEN LOTS 3 AND 4 SHALL BE CONSTRUCTED WITH THE DEVELOPMENT OF LOT 5 AND IS AN ACCESS EASEMENT.. In T 1­4F MFDIAN SHOWN IN MAIN STREET SHALL BE CONSTRUCTED WI1H THE WIDENING OF MAIN STREET, 11. ALL REQUIREMENTS OF ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. .,(1 114 5` rjr�,�a�..n A - 09'09'02' .o.� N 78- 33'010 E R - 148240' S 711'33'0110 W r . •w� fO ° l�5'33 STATE HIGHWAY NA. 114 T - tn.o3, N 89'05 48' E L - 233 58 ewswE MIN Marti -,wh 4.1,V u„ r.,a .aea eu•N - Ox MY w --•_ --=• ,�-- S 2 i .aKM, -o.N 8904'OY E 305.03' -- --- -••• -- .u• 1n--r � I wws'T -T-- 200.01 --(- -- -arc. ` I ' o t I TTT ROMA'S EL FENIX PRIVATE CHINA COAST aiLLULE) 6 -- 9 _ ! I JL I T;4 I , re LOT 1 ILK, °°Aa 1 I ; �f 91 Ir 411 -1 p 1•I n p I� p 1� I IW li L ILLif LH aRlroerw -" we -J� 114 & MAIN PARTNERS L.P. V. 10882, P. 1665 65.2913 ACRES , iJ• ,\ Y r -\ r�. w TEMPORARY 'Y 1 iiie , n G FNI J _ raI! `�: -:i�, III }�� � -- ,..•.._.., - 1 I .1• 4 as ■ j;�G � LOT SIZE BUILDING COVERAGE --� OW FAY Oil DING HEIGHT IMPERVIOUS AREA OPEN SPACE PARKING M; SC4Or Intended for construction. o • 65352. P,ofS'I7R�'��?��- gro hneoborg 5352 rr'!P Registration No /ONAL Data: Aigust 1, 1995 1 'ONAL I ._FUTURE LOT 7 57,521 SF FUTURE 1 t O' -0" 0 I -.,. two a\r DRIVE ' 57,521 ' (100 %) 0 SPACES 1,0 I q 73,077 S.F. FUTURE 00% I� o 1 EAST PAD S.F. II 0 N 0011,02' W 59,831 S.F. �- 40 000 S f i 0.07 13 1.3735 ACRES S.F. (0 %) 40,000 S F, (100 %) 0 SPACES (0 H C.) LOT 4 30.000 S F. 2,544 S F 8 5% 16' -8" 24,146 S F (80.5 %) 5,855 S.F (19.5 %) 32 SPACES (2 II C ) IDT 3 35.137 S.F. •S 00% 12 1% U -0" I 81.44 35,137 S 89'4 14 W (100 %) 0 SPACES (0 HC.) LOT 2 124.393 5 F. - 35' -D" i � 10/ SPACES (5 i LOT 1 I 14, -oAf-I-o-I -4171 U L 44 I (UlLUIUllLLLLLfj L11�1U�__��1���1�� �1 I I I I I I I I I f r �LLIILLI_�1iLL -; I_I71 T TI Li1-TTM1 TP_MITT I l I T I ITIJ T Tf MT 1_ _'nTITT1J1Tm. jr, I N A, EA 11 l 01 1 1 1 1 Ll i (IIIIIII� 1 �W1W)R � 1 11 11 1 1 ) 1 W J ' 1` I - -- �j�l ��� � `� �� I ► It a+i-o�t ;� � Iy i ( IIIIIIIill11 (liiillllllllU11ll1Ullllflllllli Ililill iLLLF 1 -- -- -- - -: -- -- --- --- -- -- 887.9' -- N89'41 08 W 0 7 ! S 25'58'30' W ; S 5275'G4" W 50.29' ' p S 89'55'41' W 400.50_ D�, ---------- - - - - -- �� SED f_ s TWO DRIVE - _ NOTES: 1. ALL PROPERTY SHOWN HEREON IS ZONED 'C -C'. 2. NO POPTIONS OF THE SUBJECT PROPERTY IS SHOWN TO BE WITHIN A SPECIAL FLOOD HAZARD AREA AS DEFINED BY THE FIA FLOOD HAZARD BOUNDARY MAPS PREPARED FOR THE CITY OF GRAPEVINE, COMMUNITY No. 480598. N i E VICINITY MAP N. T. S. 100 0 100 200 Scale in Feet , 9� �i r� (FUTURE) F N 00'04'19' W 80.00 - - -- - _FEU TURF _ -- - - -- - -- --------------------------------- W M -lf,S &685 NOTES: I. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 2. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MINIMUM 1.5 FOOT CANDLES LIGHT LEVEL. 3. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION, 4. THE PROPOSED USE FOR THIS SITE IS THREE RESTAURANT PAD SITES, TWO HOTEL SITES AND TWO RETAIL SALES ESTABLISHMENTS, 5. ALL DUMPSTERS SHALL BE SCREENED ON THREE SIDES BY A SOLID FENCE OR WALL ONE FOOT ABOVE THE DUMPSTER, NOT TO EXCEED EIGHT FEET IN HEIGHT. 6. THIS PLAN SUBMITTED TO FULLFILL THE REQUIREMENTS FOR OBTAINING AN AUTHORIZATION FOR ALCOHOLIC BEVERAGES. PLANNED COMMERCIAL CENTER, THREE FORTY 1 001 POLE SIGNS, ONE TWENTY FOOT POLE, AND SIX MONUMENT SIGNS. 7. THE ENTIRE SITE IS THE PREMISE. B. THIS PLAN IS SUBMITTED TO AMEND CONDITIONAL USE APPLICATION 95 -10 (ORDINANCE 95 -30) FOR LOT 1, BLOCK 3. METROPLACE ADDITION. APPROVED FOP, THE SALE, STORAGE AND ON- PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE, MIXED BEVERAGES) IN CONJUNCTION WITH A RESTAURANT IN A HOTEL. 9. THE DRIVEWAY BETWEEN LOTS 3 AND 4 SHALL BE CONSTRUCTED WITH THE DEVELOPMENT OF LOT 5 AND IS AN ACCESS EASEMENT.. In T 1­4F MFDIAN SHOWN IN MAIN STREET SHALL BE CONSTRUCTED WI1H THE WIDENING OF MAIN STREET, 11. ALL REQUIREMENTS OF ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. .,(1 114 5` rjr�,�a�..n A - 09'09'02' .o.� N 78- 33'010 E R - 148240' S 711'33'0110 W r . •w� fO ° l�5'33 STATE HIGHWAY NA. 114 T - tn.o3, N 89'05 48' E L - 233 58 ewswE MIN Marti -,wh 4.1,V u„ r.,a .aea eu•N - Ox MY w --•_ --=• ,�-- S 2 i .aKM, -o.N 8904'OY E 305.03' -- --- -••• -- .u• 1n--r � I wws'T -T-- 200.01 --(- -- -arc. ` I ' o t I TTT ROMA'S EL FENIX PRIVATE CHINA COAST aiLLULE) 6 -- 9 _ ! I JL I T;4 I , re LOT 1 ILK, °°Aa 1 I ; �f 91 Ir 411 -1 p 1•I n p I� p 1� I IW li L ILLif LH aRlroerw -" we -J� 114 & MAIN PARTNERS L.P. V. 10882, P. 1665 65.2913 ACRES , iJ• ,\ Y r -\ r�. w TEMPORARY 'Y 1 iiie , n G FNI J _ raI! `�: -:i�, III }�� � -- ,..•.._.., - 1 I .1• 4 as ■ j;�G � (FUTURE) I (FUTURE) I (FUTURE) :114 & MAIN PARTNERS L.P. V. 11072, P. 1897 5.250 ACRES (FUTURE) � u - --------------- 1 - . - Mt7SS1�NG - -- DRIVE - - - -- -------------------------------------------------- S 89'55'56' W 1148.89' LEGAL DESCRIPTION LOTS 1 -7, BLOCK 1 METROPLACE, THIRD INSTALLMENT, AN 11.1021 ACRE TRACT OUT OF THE WILLIAM BRADFORD SURVEY, ABSTRACT NO. 131, CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS. CITFI nA T4 1.01 NUMBER LOT SIZE BUILDING COVERAGE DENSIT't Oil DING HEIGHT IMPERVIOUS AREA OPEN SPACE PARKING M; SC4Or Intended for construction. o • 65352. P,ofS'I7R�'��?��- gro hneoborg 5352 rr'!P Registration No /ONAL Data: Aigust 1, 1995 'ONAL LOT 7 57,521 SF FUTURE 1 t O' -0" 0 S.F. (0 %) 57,521 S.F. (100 %) 0 SPACES 1,0 H C ) LUT G 73,077 S.F. FUTURE 00% 0' - -D'• o SF (0 %) 74,077 S.F. (100 %) 0 N 0011,02' W H.C.) �- 40 000 S f FUTURE 0.07 0' -0" 0 S.F. (0 %) 40,000 S F, (100 %) 0 SPACES (0 H C.) LOT 4 30.000 S F. 2,544 S F 8 5% 16' -8" 24,146 S F (80.5 %) 5,855 S.F (19.5 %) 32 SPACES (2 II C ) IDT 3 35.137 S.F. FUTURE. 15,042 S.F. 00% 12 1% U -0" 0 81.44 35,137 S 89'4 14 W (100 %) 0 SPACES (0 HC.) LOT 2 124.393 5 F. - 35' -D" 79,13° S.F. (63.6 %) 45.259 5.F. (36.47) 10/ SPACES (5 H,. LOT 1 122,481 S.F. 18.850 S.F. 15.4% 41' -6" 81,969 S.F. (67 %) 41,805 S.F N Ea'47.14' E 247.W 127 SPACES (7 FI C.) TOTAL 483,609 S.F. _ o N 185,7.67 S.F. MAN PARTNERS CORNER LP. I 114 Vt 1127, .. 0202 OR.T.CT 299,654 SF. W 266 ,PACES (14 11.0 ) 30,()00 S.F. (MIN) 29n.iv, S -, .I (MAX.) 60% (MAX) 5U 0" OAAX) 386.887 S.F (MAX.) 96,721 S.F (207 MIN. . LOT 4 � 1 '6 n � o v \ --- -- -- -- t . �- \• I s ® t `j f ❑ LOT PAVING (FUTURE) I (FUTURE) I (FUTURE) :114 & MAIN PARTNERS L.P. V. 11072, P. 1897 5.250 ACRES (FUTURE) � u - --------------- 1 - . - Mt7SS1�NG - -- DRIVE - - - -- -------------------------------------------------- S 89'55'56' W 1148.89' LEGAL DESCRIPTION LOTS 1 -7, BLOCK 1 METROPLACE, THIRD INSTALLMENT, AN 11.1021 ACRE TRACT OUT OF THE WILLIAM BRADFORD SURVEY, ABSTRACT NO. 131, CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS. CITFI nA T4 1.01 NUMBER LOT SIZE BUILDING COVERAGE DENSIT't Oil DING HEIGHT IMPERVIOUS AREA OPEN SPACE PARKING M; SC4Or Intended for construction. o • 65352. P,ofS'I7R�'��?��- gro hneoborg 5352 rr'!P Registration No /ONAL Data: Aigust 1, 1995 'ONAL LOT 7 57,521 SF FUTURE 00% O' -0" 0 S.F. (0 %) 57,521 S.F. (100 %) 0 SPACES 1,0 H C ) LUT G 73,077 S.F. FUTURE 00% 0' - -D'• o SF (0 %) 74,077 S.F. (100 %) 0 SPACES (0 H.C.) LOT 5 40 000 S f FUTURE 0.07 0' -0" 0 S.F. (0 %) 40,000 S F, (100 %) 0 SPACES (0 H C.) LOT 4 30.000 S F. 2,544 S F 8 5% 16' -8" 24,146 S F (80.5 %) 5,855 S.F (19.5 %) 32 SPACES (2 II C ) IDT 3 35.137 S.F. FUTURE. 15,042 S.F. 00% 12 1% U -0" 0 S.F. (0 %) 35,137 S.F. (100 %) 0 SPACES (0 HC.) LOT 2 124.393 5 F. - 35' -D" 79,13° S.F. (63.6 %) 45.259 5.F. (36.47) 10/ SPACES (5 H,. LOT 1 122,481 S.F. 18.850 S.F. 15.4% 41' -6" 81,969 S.F. (67 %) 41,805 S.F (34 %) 127 SPACES (7 FI C.) TOTAL 483,609 S.F. 36,436 5 F. 7.5% N 185,7.67 S.F. (313.17) 299,654 SF. (61.9 %) 266 ,PACES (14 11.0 ) REQUIRED 30,()00 S.F. (MIN) 29n.iv, S -, .I (MAX.) 60% (MAX) 5U 0" OAAX) 386.887 S.F (MAX.) 96,721 S.F (207 MIN. . I W: F-: �: 1 III I 111: i 111. I -r 1 11 LOT 3 1 I (FUTURE) 1 -- -r LOT 1 M �1 1 i . - METROPLACE DRIVE ' T,- 37.87 ------ - - - - -- BLOCK 2 uETNDPUCF Adana+ 1 I TARRANT COUNTY PLATS RECORDS I 1 I 1 1 PLAN QF: Schlousky's C SE #: CU95 -20 -- - L CAJON: 102 State Hwy. 114 West - - -� ---- --- - -- M -- - - - - -- - -- PLANNING AND ZONING COMMISSION O c -T C IRMAN DATE: SHEET 1 OF 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES OWNERS: 114 & MAIN PARTNERS EAST L.P., C/O MR. JAY GROGAN GROGAN & BRAWNER 2311 CEDAR SPRINGS, SUITE 150 DALLAS, TEXAS 75201 AND GRAPEVINE HOSPITALITY, LL.C. C \O GROGAN & BRAWNER 2311 CEDAR SPRINGS, SUITE 150 DALLAS, TEXAS 75201 PLANNED COMMERCIAL CENTER OF LOTS 1 -7• BLOCK 3 METROPLACE ADDITION TITLE SHEET MASTER SITE PLAN 1 OF 8 CASE NUMBERS CU95 -20 AND SP95 - -26 1 -- - -.. -I -- - rw.W04LEZ et SQ0VNE�ERG 4111 North Central Expressway 4 &7Vir7eerS 04• Surveyors, /nc. Suite 102, Dallas, Texas 75204 (2141622 -4880 F8x:(214)62O -0821 SCALE DATE PROD. NO. DWG. NO. NO DA - -- TE REVISION _ _ 1 GO' AUGUST, 1995 3774- 95 -06 -14 l XXXXX . OF PRELIMINARY ••• INTERN REVIEW ONLY "•• * � * Document incomplete. This drawing is issued for permit do bidding purposes only and is NOT M; SC4Or Intended for construction. o • 65352. P,ofS'I7R�'��?��- gro hneoborg 5352 rr'!P Registration No /ONAL Data: Aigust 1, 1995 'ONAL OWNERS: 114 & MAIN PARTNERS EAST L.P., C/O MR. JAY GROGAN GROGAN & BRAWNER 2311 CEDAR SPRINGS, SUITE 150 DALLAS, TEXAS 75201 AND GRAPEVINE HOSPITALITY, LL.C. C \O GROGAN & BRAWNER 2311 CEDAR SPRINGS, SUITE 150 DALLAS, TEXAS 75201 PLANNED COMMERCIAL CENTER OF LOTS 1 -7• BLOCK 3 METROPLACE ADDITION TITLE SHEET MASTER SITE PLAN 1 OF 8 CASE NUMBERS CU95 -20 AND SP95 - -26 1 -- - -.. -I -- - rw.W04LEZ et SQ0VNE�ERG 4111 North Central Expressway 4 &7Vir7eerS 04• Surveyors, /nc. Suite 102, Dallas, Texas 75204 (2141622 -4880 F8x:(214)62O -0821 SCALE DATE PROD. NO. DWG. NO. NO DA - -- TE REVISION _ _ 1 GO' AUGUST, 1995 3774- 95 -06 -14 l XXXXX . U Z ¢ 0 r w a ¢ a w LL: z w w m w w z U :n J G 0 cn o, U N x Y m in co 3 a ¢ (V G U N N N N N I N I N NOTES: ( I O 1. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING O Op r__ TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. z z 2. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MINIMUM 1.5 FOOT N 89'47'38" E 247.88' - - CANDLES LIGHT LEVEL.. 3. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. MONUMENT ; • x v 4. ALL WALL ONE FOOT ABOVE THE DU PSTER,IDNOTBTO EXCEED o ° EIGHT FEET IN HEIGHT. 5. LOT 4 IS THE ENTIRE PREMISE. h7 ° I N THIS PLAN I EE REQUEST 10 SION, O STORAGE, SALE AND ON- PREMISE CONSUMPTION OF ALCOHOLIC O EVERAGES(BR, WIE,, MIXED BEVERAGES) IN CONJUNCTION WTMA RESTAURANT. N 7. THE DRIVEWAY BETWEEN LOTS 3 AND 4 SHALL BE CONSTRUCTED NTH WI ° 20 0 20 40 THE DEVELOPMENT OF LOT 5 AND IS AN ACCESS EASEMENT.. LOT 4 x ° B. ALL REQUIREMENTS OF ZONING ORDINANCE SEC TION 60, SIGN STANDARDS, Scale in Feet SHALL BE MET BY THIS DEVELOPMENT. • �N B. o V) LN vi LLJ ° ° a Q 0 O O � � O NORTHWEST HWY. V I z � W. LOT 6 LOT 7 N Oo z6 0.6887 ACRES N LOT 5 SITE DATA: N 30,000 S.F. p° E M DALLAS RD LOT LOT N LOT SIZE 30,000 S.F. 0 LOT a BUILDING AREA = 2,544 S.F. O Z I I 0 14 �• � � DENSITY = 8.5% LOT I BUILDING HEIGHT 16' — 8" RADIUS 20' o 2 T IMPERVIOUS ARE 46 S.F. 12 j OPEN SPACE5,855 S.F. QPARKING REQUIRED = 26 SPACES VI PARKING PROVIDED = 33 SPACES ° • ° �_. - ° ° x ° VICINITY MAP PCC MAP N.T.S. 247.88' N x89'47'38" E - 30' ACCESS EASEMENT 3 I . ° o N i! ) N 00 N R AILIS = 2 0' o � SITE PLAN ° OI I z zI I PLAN c otzs y s CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 West I N` N N N MAYOR L S � �' _ " l CRET px♦ `" � �� F' - - I N N I t� GENERAL NOTES: I / O DATE: (2) YEAR, 25X MAINTENANCE BOND ON ALL WATER, SANITARY O O I O 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TWO O \ Z PLANNING AND ZONING COMMISSION EWER STORM DRAINAGE, PAVEMENT AND EXCAVATION/FILL WITHIN N 89 7'38" E v �� � 88' \\ 2- THE CITY OF GRAPEVINE'S N SPECTOR OVERTIME POLICY ALLOWS THE _ \ C IR N CONTRACTOR TO WORK FROM 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. SATURDAY \ \\ \ \° ° a �� \ i DATE: WORK REQUIRES A FOUR (4) HOUR MINIMUM CHARGE. OVERTIME \ \ CHARGES of PER HOUR SHALL BE PAID BY THE CONTRACTOR FOR SHEET 2 OF B TO THE CITY FOR WORK OUTSIDE THE NORMAL WORK WEEK (I.E. 8 A.M. TO 5 P.M„ MONDAY THRU FRIDAY). 10 ALL ELEVATION 17 \ o \ \ APPROVAL DOES NOT AUTHORIZE ANY 3' LESSONOTED OTHERWISE. PROPOSED PAVEMENT OR GUTTER. \ \ I N WORK IN CONFLICT WITH ANY CODES OR \ ° \ n.' 4. ALL BACKFILL SHOULD BE WITH CLEAN NATIVE MATERIAL W j I \ e \ \ ORDINANCES. \ \ � TO TOP OF FUTURE PAVEMENT SUB- GRADE. FILL SHALL \\ \ IQT 4 � � � \ DEPT. OF DEVELOPMENT SERVICES I ft COMPACTED 9576 STANDARD PROCTOR DENSITY IN . LIFTS (MAXIMUM). o - ` FF -65q. 00 \ \ ,x IN ° L.L_ BENCHMARKS: I 1 IN C!1 � LEGEND 1. NORTH GTE MANHOLE AT INTESECTION OF MAIN AND HWY 114 \ I ° o �� o ° \ V �� Q \ O L7 a ELEVe659.59 Ft. \ 2 TXDOT BRONZE MONUMENT IN CONCRETE ON SOUTH RIGHT -OF -WAY \ o I 1 \ O - O O � SPOT GRADE LINE OF SH 114, 482.59 Ft WEST OF THE INTERSECTION OF SAID z \� p-7 RIGHT -OF -WAY LINE WITH THE WEST RIGHT -OF -WAY LINE ON MAIN \ \ \ 3 \ '.'4 DO \ \ I d 6 0 �Q PROPOSED GRADE STREET (100' WIDE). ELEV 640.41 Ft. \ N 3. 15' ALUMINUM ROD WITH CAP SET 0.5' BELOW ACESS COVER. \ 658 3 \ I r N 30' AALIDE LIGHT STANDARD THE ACCESS COVER IS STAMPED, 'CITY OF GRAPEVINE MON. 8•. N \ MONUMENT IS LOCATED APPROXIMATELY 100 FEET EAST OF THE C14 \ a, 0.6887 ACRES \ ' N \�' 30 000 S.F. \ ° INTERSECTION OF MAIN 5T. AND MUNICIPAL BLVD. IN GRASS MEDIAN. _ \ + ° x ' ° CONCRETE PAVEMENT ELEV =835.97 Ft. ° \ G S'S` \ \ \ • TEMPORARY CONSTRUCTION SET BY GONZALEZ x SgNNEERG F O x �1b \ ° ♦ GG NUMBER OF PARKING STALLS T S C d. \ DRAINAGE DIVIDES r PRELIMINARY `t6 Tfi l �, INTERIM REVIEW ONLY r, ( • \ DRAINAGE SECTIONS 4T •' 1 rr S r Document incomplete. This drawing 1a Issued A)ac • W. ; for permit purposes only and ie NOT intended - - _ _ • • wt 9.M"1 for blddinq or construction. \ 55352 ' Or Engineer. Robert W. Schneeberg • x _ _ -- \ \ 1.0 %, rqI ItEQ trr'r' Registration No. 65352 247.88 \ PLANNED COMMERCIAL CENTER r,r�9., sTE . ��� Date: August Z 1995 \ N 89'47'38" E \ OF 3� I LOTS 1 -7o BLOCK 3 PROD. NO.: 3774- 95 -06 -01 DWG. NO,: 5- 1877.02 \ \ N METROPLACE ADDITION N \ N /3(T GGYVZALEZ cQ SQYNEEBERG 4117 North Dog**, e"s Expressway 75204 TITLE 4./y Engineers d Surveyors, /nc. SW1e 102, OsMq, Tsxss 78204 \ r (2141622.4ss0 F•x12141620 -0621 ` \°o \� 'S. ° I GRADING PLAN z of a SCHLOTZSKY'S RESTAURANT \V I r. I Z i �,, \\ Z I CASE NUMBERS CU95 -20 AND SP95 -28 LOT 4 BLOCK 1. t l I METROPLACE 3rd INSTALLMENT `\ I CITY OF GRAPEVINE9 TEXAS GRADING PLAN DEVON DRAWN LL11i =4LE NOTES RLE NO. OSES GSES JULY 1' -20' 1995 -7 /ter/ /•f 1. CG'. 7 A -.! G.f 5 L� L / /�/ I I I :1� I i i I i I I I .I i I I ' U 0 r w ti ¢ w w z Lo m w w z z U m W J G 0 rn N o, a -s z c-i Y v in L7 3 a 0 0 U G i i -J a } N 89'47'38" E i 'n ° 'd O v�Z o . I �m� CONSTRUC=MANHM:E ° z 0 : °o V INSTALL: SANITARY SEWER 1 -12 "x1.5" TAPPING SADDLE ° 1 -1" WATER METER wu INSTALL DOMESTIC WATER RSER 1 5• 0 c 1 -1.5' WATER VALVE r4-) _ LOT 4 F-- -'w Q I WI I I I V O r N r W .Z � o I � o T e Q y O a I � • O O RADIUS = 20' N r Z O Z I ' a .QT � a N 89'47'38 E 20 L 0 0 a, J o /I Imo/ n y o O � 0.6887 ACRES 30,000 S.F. O a # ♦ O O e 0 a 30' ACCESS EASEMENT ° . o 0 =THEERXISTING RADIUS = 20' UTILITY PLAN N 89047'38" E s O • � 04 25.0' 1.6'R 4.75'R -6.5'R ' ° o o 128.14' If LOT 4 O - ° V 96.14' • ° 0.6887 ACRES N 30,000 S.F. 2.o'R r 38.25 . -o '- ♦ ° 0 C N N 89'47'38" E • e o � PAR DIMENSIONAL CONTROL LLLfffyyy__- )))iTTTy a D a D 0wu r r IN � O e N N N LLi (n (If r T I oa O+ � 18.0' 25.0' r N D e D 0 N N IN T O I • ° 0 e Z 11 RADIUS = 20' RADIUS = 20' UTILITY PLAN N 89047'38" E s O • � 04 25.0' 1.6'R 4.75'R -6.5'R ' ° o o 128.14' If LOT 4 O - ° V 96.14' • ° 0.6887 ACRES N 30,000 S.F. 2.o'R r 38.25 . -o '- ♦ ° 0 C N N 89'47'38" E • e o � PAR DIMENSIONAL CONTROL LLLfffyyy__- )))iTTTy a D a 247.88' D 0 e ° 04 , TYP. ' 10.011? 3.0'J 14 ° o ♦ • 0 -O 247.88' O 0 e 0wu r r IN ou I� O I N N LLi (n (If CONCRETE PAVEMENT T cn a o � rn 00 Z J r-� cMD 0 N 0 FIRE HYDRANT r N D e 0 0 247.88' D 0 e ° 04 , TYP. ' 10.011? 3.0'J 14 ° o ♦ • 0 -O 247.88' O 0 00 D O O 25.0'R IN 22 0' r IN n 04 LL: J •L 2G' 0 fr O 15.0'R O O 0 Z J i� O0 N CV r- 20.0'R `- 10.O'R a i PLAN -N- 20 0 20 40 Scale in Feet rO � 0wu r r IN ou I� T'�' N N LLi (n (If CONCRETE PAVEMENT T cn a o � rn 00 Z J r-� cMD 0 N 0 FIRE HYDRANT r N D 00 D O O 25.0'R IN 22 0' r IN n 04 LL: J •L 2G' 0 fr O 15.0'R O O 0 Z J i� O0 N CV r- 20.0'R `- 10.O'R a i PLAN -N- 20 0 20 40 Scale in Feet VICINITY MAP N.T.S. SITE DATA: LOT SIZE = 30,000 S.F. BUILDING AREA = 2,544 S.F. DENSITY = 8.5% BUILDING HEIGHT = 16' - 8" IMPERVIOUS AREA = 24,146 S.F. OPEN SPACE = 5,855 S.F. PARKING REQUIRED = 26 SPACES PARKING PROVIDED = 33 SPACES �tl GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TWO (2) YEAR, 25% MAINTENANCE BOND ON ALL WATER, SANITARY SEWER, STORM DRAINAGE, PAVEMENT AND EXCAVATION /FILL WITHIN RIGHT OF WAY OR EASEMENTS, 2. THE CITY OF GRAPEVINE'S INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. SATURDAY WORK REQUIRES A FOUR (4) HOUR MINIMUM CHARGE. OVERTIME CHARGES OF $25 PER HOUR SHALL BE PAID BY THE CONTRACTOR TO 111E CITY FOR WORK OUTSIDE THE NORMAL WORK WEEK (I.E. 8 A.M. TO 5 P.M., MONDAY THRU FRIDAY). 3. ALL ELEVATIONS SHOWN ARE TO TOP OF PROPOSED PAVEMENT OR GUTTER, UNLESS NOTED OTHERWISE 4. ALL BACKFILL SHOULD BE WITH CLEAN NATIVE MATERIAL TO TOP OF FUTURE PAVEMENT SUB - GRADE. FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 1 ft. LIFTS (MAXIMUM). BENCHMARKS: 1. NORTH GTE MANHOLE AT INTESECTION OF MAIN AND HWY 114 ELEV =859.59 Ft. 2. TXDOT BRONZE MONUMENT IN CONCRETE ON SOUTH RIGHT -OF -WAY LINE OF SH 114, 482.59 Ft. WEST OF THE INTERSECTION OF SAID RIGHT -OF -WAY LINE NTH THE WEST RIGHT -OF -WAY LINE ON MAIN STREET (100' WIDE). ELEV- 640.41 Ft. + 3. 15' ALUMINUM ROD WITH CAP SET 0.5' BELOW ACESS COVER. THE ACCESS COVER IS STAMPED, 'CITY OF GRAPEVINE, MON. 8'. MONUMENT IS LOCATED APPROXIMATELY 100 FEET EAST OF THE INTERSECTION OF MAIN ST. AND MUNICIPAL BLVD. IN GRASS MEDIAN. ELEV- 635.97 Ft. ONSTRUCTION BENCHMARKS SET BY GONZALEZ & FOR THIS PROJECT. PLAN OF: Schlousky's CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 West MAYOR RETA Y DATE: PLANNING AND ZONING COMMISSION CH RM N DATE: SHEET 3 OF 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES LOT 6 I LOT 7 LOT 5 LOT 4 LOT 2 LOT 3 LOT 1 PCC MAP N.T.S. PLANNED COMMERCIAL CENTER OF LOTS 1 -7r BLOCK 3 METROPLACE ADDITION TITLE UTILITY PLAN AND SHEET DIMENSIONAL CONTROL PLAN 3 OF 8 CASE NUMBERS CU95 -20 AND SP95 -26 NOTES: 1. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 2. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MINIMUM 1.5 FOOT CANDLES LIGHT LEVEL. 3. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 4. ALL DUMPSTERS SHALL BE SCREENED ON THREE SIDES BY A SOLID FENCE OR WALL ONE FOOT ABOVE THE DUMPSTER, NOT TO EXCEED EIGHT FEET IN HEIGHT. 5. LOT 4 IS THE ENTIRE PREMISE S. THIS PLAN IS SUBMITTED TO REQUEST PERMISSION FOR THE POSSESSION, STORAGE, SALE AND ON- PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WANE. MIXED BEVERAGES) IN CONJUNCTION WITH A RESTAURANT. 7. THE DRIVEWAY BETWEEN LOTS 3 AND 4 SHALL BE CONSTRUCTED WITH THE DEVELOPMENT OF LOT 5 AND IS AN ACCESS EASEMENT.. 8. ALL REQUIREMENTS OF ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. PRELIWNARY 't6 OF )It rrr INTERIM REVIEW ONLY S y�•.'• riP � Document incomplete. This drawing is issued * ; * for permit purposes only and is NOT intended •*• • •r•.. . for bidding or construction. a , 6y352 Engineer. Robert W. Schneeberg p .4�Q �r k. 4°�� Registration No. 65352 rr1�P 1S7rt -a�L'.^ Date: August 2. 19950 'I ANAL ��� A+ PROD. NO.: 3774- 95 -06 -09 DWG. NO.: S- 1677.03 Gt7 CG3V?ALFZ er SQyNEEBERG 4111 North Control Expressway l7,(�� Engineers S�rro}ois, /nc Bdle 102, Danes, Texas 76204 12MI11122 -4660 Fax:12/41520 -0821 SCHLOTZSKY'S RESTAURANT LOT 4 BLOCK 1 METROPLACE 3rd INSTALLMENT CITY OF GRAPEVINEs TMUS DESIGN DRAWN n4ra SC41E Horis nix NO. OSES GSES •SLY 1 -20 1995 Cv9s-Zo 3� $ U LEGEND 0wu WATER METER ou SANITARY SEWER MANHOLE T'�' 30' AAUDE LIGHT STANDARD v CONCRETE PAVEMENT 0 00 NUMBER OF PARKING STALLS FIRE HYDRANT VICINITY MAP N.T.S. SITE DATA: LOT SIZE = 30,000 S.F. BUILDING AREA = 2,544 S.F. DENSITY = 8.5% BUILDING HEIGHT = 16' - 8" IMPERVIOUS AREA = 24,146 S.F. OPEN SPACE = 5,855 S.F. PARKING REQUIRED = 26 SPACES PARKING PROVIDED = 33 SPACES �tl GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TWO (2) YEAR, 25% MAINTENANCE BOND ON ALL WATER, SANITARY SEWER, STORM DRAINAGE, PAVEMENT AND EXCAVATION /FILL WITHIN RIGHT OF WAY OR EASEMENTS, 2. THE CITY OF GRAPEVINE'S INSPECTOR OVERTIME POLICY ALLOWS THE CONTRACTOR TO WORK FROM 7 A.M. TO 7 P.M., MONDAY THROUGH SATURDAY. NO WORK IS ALLOWED ON SUNDAYS. SATURDAY WORK REQUIRES A FOUR (4) HOUR MINIMUM CHARGE. OVERTIME CHARGES OF $25 PER HOUR SHALL BE PAID BY THE CONTRACTOR TO 111E CITY FOR WORK OUTSIDE THE NORMAL WORK WEEK (I.E. 8 A.M. TO 5 P.M., MONDAY THRU FRIDAY). 3. ALL ELEVATIONS SHOWN ARE TO TOP OF PROPOSED PAVEMENT OR GUTTER, UNLESS NOTED OTHERWISE 4. ALL BACKFILL SHOULD BE WITH CLEAN NATIVE MATERIAL TO TOP OF FUTURE PAVEMENT SUB - GRADE. FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY IN 1 ft. LIFTS (MAXIMUM). BENCHMARKS: 1. NORTH GTE MANHOLE AT INTESECTION OF MAIN AND HWY 114 ELEV =859.59 Ft. 2. TXDOT BRONZE MONUMENT IN CONCRETE ON SOUTH RIGHT -OF -WAY LINE OF SH 114, 482.59 Ft. WEST OF THE INTERSECTION OF SAID RIGHT -OF -WAY LINE NTH THE WEST RIGHT -OF -WAY LINE ON MAIN STREET (100' WIDE). ELEV- 640.41 Ft. + 3. 15' ALUMINUM ROD WITH CAP SET 0.5' BELOW ACESS COVER. THE ACCESS COVER IS STAMPED, 'CITY OF GRAPEVINE, MON. 8'. MONUMENT IS LOCATED APPROXIMATELY 100 FEET EAST OF THE INTERSECTION OF MAIN ST. AND MUNICIPAL BLVD. IN GRASS MEDIAN. ELEV- 635.97 Ft. ONSTRUCTION BENCHMARKS SET BY GONZALEZ & FOR THIS PROJECT. PLAN OF: Schlousky's CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 West MAYOR RETA Y DATE: PLANNING AND ZONING COMMISSION CH RM N DATE: SHEET 3 OF 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES LOT 6 I LOT 7 LOT 5 LOT 4 LOT 2 LOT 3 LOT 1 PCC MAP N.T.S. PLANNED COMMERCIAL CENTER OF LOTS 1 -7r BLOCK 3 METROPLACE ADDITION TITLE UTILITY PLAN AND SHEET DIMENSIONAL CONTROL PLAN 3 OF 8 CASE NUMBERS CU95 -20 AND SP95 -26 NOTES: 1. PARKING FOR THE DISABLED SHALL BE DESIGNATED ACCORDING TO THE CITY OF GRAPEVINE CODE OF ORDINANCES. 2. PARKING LOT LIGHTING SHALL BE DESIGNED USING A MINIMUM 1.5 FOOT CANDLES LIGHT LEVEL. 3. THE REQUIREMENTS OF THE GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. 4. ALL DUMPSTERS SHALL BE SCREENED ON THREE SIDES BY A SOLID FENCE OR WALL ONE FOOT ABOVE THE DUMPSTER, NOT TO EXCEED EIGHT FEET IN HEIGHT. 5. LOT 4 IS THE ENTIRE PREMISE S. THIS PLAN IS SUBMITTED TO REQUEST PERMISSION FOR THE POSSESSION, STORAGE, SALE AND ON- PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WANE. MIXED BEVERAGES) IN CONJUNCTION WITH A RESTAURANT. 7. THE DRIVEWAY BETWEEN LOTS 3 AND 4 SHALL BE CONSTRUCTED WITH THE DEVELOPMENT OF LOT 5 AND IS AN ACCESS EASEMENT.. 8. ALL REQUIREMENTS OF ZONING ORDINANCE SECTION 60, SIGN STANDARDS, SHALL BE MET BY THIS DEVELOPMENT. PRELIWNARY 't6 OF )It rrr INTERIM REVIEW ONLY S y�•.'• riP � Document incomplete. This drawing is issued * ; * for permit purposes only and is NOT intended •*• • •r•.. . for bidding or construction. a , 6y352 Engineer. Robert W. Schneeberg p .4�Q �r k. 4°�� Registration No. 65352 rr1�P 1S7rt -a�L'.^ Date: August 2. 19950 'I ANAL ��� A+ PROD. NO.: 3774- 95 -06 -09 DWG. NO.: S- 1677.03 Gt7 CG3V?ALFZ er SQyNEEBERG 4111 North Control Expressway l7,(�� Engineers S�rro}ois, /nc Bdle 102, Danes, Texas 76204 12MI11122 -4660 Fax:12/41520 -0821 SCHLOTZSKY'S RESTAURANT LOT 4 BLOCK 1 METROPLACE 3rd INSTALLMENT CITY OF GRAPEVINEs TMUS DESIGN DRAWN n4ra SC41E Horis nix NO. OSES GSES •SLY 1 -20 1995 Cv9s-Zo 3� $ U c� 0 f 1 I 14(t Q Al I I r -- -- -IN COOLER 21 L4 It - - - -- - -- i I MEN n__ - _rl I I I I I I -_ WORK AREA ­1­4-1 If'- ' -t-°-1 .36I O Il w I I I DINING AREA -J--D CEID WON I I I I El CASHIER mw I I I � I I I I I 871_ � ll BAKERY 0 20.1- $ U I o I I 0 0 0 0 0 0 0 i FLOOR PLAN 1/4" = 1141 NORTH NOTE: REQUESTING PERMISSION FOR THE POSSESSION, STORAGE, SALE AND ON -PRI --MISS CONSUMPTION ALCOHOLIC BEVERAGES (BEER, WNr AND MIXED BEVERAGI S) IN CONJUNCTION WITH A RESTAURANT. I I I 1 i I i I i N PRELIMINARY NOT FOR CONSTRUCTION PLAN OF: Schlotzsky's CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 West MAYOR Cif i C`�- DATE: PLANNING AND ZONING COMMISSION CH IRMAN DATE: SHEET 4 OF 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES PLANNED COMMERCIAL CENTER OF LOTS 1 -7, BLOCK 3 METROPLACE ADDITION TITLE SHEET FLOOR PLAN 4 OF IS CASE NUMBERS CU95 -20 AND SP95 -26 COPYRIGHT )`J 1999 MONTICELLO ARC11111ECTS I PLANNERS ,� • [ j P - -,fir � a o H O Coto O t— N m m s a h Fa w a � o a 0 z x U a a 0 0 x old N N�� F o� 0 a c 0 �M Q b- 4 � t— N m m s a SHEET of ___sheets 1 1 SIDE ELEVATION 1 21 FRONT ELEVATION FA5r"tk _ 41 SIDE ELEVATION 2 -5 3 1 REAR ELEVATION 04 SOLDIER COURSE qI 0 n 0 1V 0 N. P' NC GENERAL NOTES: 1. EXTERIOR SURFACE IS 1007 MASONRY 2. ALL REQUIREMENTS OF SECTION 60 OF THE SIGN STANDARDS SHALL BE MET. SIGNAGE WALL SIGN 63 S.F. EACH x3 TOTAL )8q S.F. 1/4' -1' —o' PLAN OF: Sctdotzsky's CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 MAYOR S CRETA DATE: PLANNING AND ZONING COMI DATE: SHEET 5 OF 8 APPROVAL DOES NOT AUTHORIZE WORK IN CONFLICT WITH ANY CO ORDINANCES. DEPT. OF DEVELOPMENT SERVICE: 1/4' -1'—o' PLANNED COMMERCIAL CENTER OF LOTS 1 -7, BLOCK 3 METROPLACE ADDITION TITLE SHEET EXTERIOR BUILDING ELEVATIONS 5 OF 8 CASE NUMBERS CU95 -20 AND SP95 -26 - ELIMINARY FOR CONSTRUCTION 1/4' -1' —o' C 0 5,5-- z-a g` u O _o 0 U Q n Q � w w a i x e N qI 0 n 0 1V 0 N. P' NC GENERAL NOTES: 1. EXTERIOR SURFACE IS 1007 MASONRY 2. ALL REQUIREMENTS OF SECTION 60 OF THE SIGN STANDARDS SHALL BE MET. SIGNAGE WALL SIGN 63 S.F. EACH x3 TOTAL )8q S.F. 1/4' -1' —o' PLAN OF: Sctdotzsky's CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 MAYOR S CRETA DATE: PLANNING AND ZONING COMI DATE: SHEET 5 OF 8 APPROVAL DOES NOT AUTHORIZE WORK IN CONFLICT WITH ANY CO ORDINANCES. DEPT. OF DEVELOPMENT SERVICE: 1/4' -1'—o' PLANNED COMMERCIAL CENTER OF LOTS 1 -7, BLOCK 3 METROPLACE ADDITION TITLE SHEET EXTERIOR BUILDING ELEVATIONS 5 OF 8 CASE NUMBERS CU95 -20 AND SP95 -26 - ELIMINARY FOR CONSTRUCTION 1/4' -1' —o' C 0 5,5-- z-a g` u O _o 0 T T Q n x w � Q x e o 3 W ^ 2 `/ K O M � a m Ii � O N r7 �i � 0 N7 N7 v 1 N 00 r l N Z uj z Z Z Ill O CC Z O Zn O co V! C O .N -s V ~ 0 0 T T Q x c� Q r 2 E Q a m Ii m Z O � 0 O C3 Q )N uj uj Ill Ld CC Z co W z a Q cc OR 2 0 V! C O .N -s V ~ 0 0 c� E o Z a m Ii m Y O � 0 O C3 g t V- Imo" it D" b� 12� 18 _ -- I LOT 6 SIGNAGE AREA 140 SQ. FT. MAX. PYLON SIGNS 2 & 3 SCALE: 1/40 = 1' -0"- LOT 3 SIGNAGE AREA 70 SO. FT. MAX. _ ! LOT 4 SIGNACic ARL.A i 70 SQ. FT. MAX. PYLON SIGN I SCALE: 114" = 1' -0" TV 1 18" TT MAWNKY I�A9r- 10 - o" 7 0 SIGNAGE AREA 1 60 SO. FT. MAX. I MONUMENT SIGN (TYP.) SCALE: 1/40 = 1' -0" rT E L REOUIREMENTS OF ZONING ORDINANCE CTION 60, SIGN STANDARDS, SHALL BE T BY THIS DEVELOPMENT. PLAN OF: Schlotzsky's CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 West MAYOR SECRETARY V DATE: PLANNING AND ZONING COMMISSION CH RMAN DATE: SHEET 6 OF S APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES PLANNED COMMERCIAL CENTER OF LOTS 1 -7, BLOCK 3 METROPLACE ADDITION TITLE SHEET PYLON AND MONUMENT 6 OF 6 SIGNAGE ELEVATIONS CASE NUMBERS CU95 -20 AND SP95 -26 C U is-_z ° C/a U W M—I U SIGNAGE ELEVATION Ll LEGEND .F 10 50D EL ED61NG- 4 GA ANNUAL C I . SHRUB OR VNE PER PLAN 2. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO 5EEDIN6 N HYDR05EF-D AREAS; AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS) 5. FN15H 6RADE 4, T GRAM PLANT TABLETS I GAL = 5,5 &AL = 6, 15 6AL = 4 5, ROOTBALL (SET GROWN +/- 5" ABOVE FINISH &RAVE) `4„ 6. COMPACTED BACKFILL MIX (PER PLANTING 5PE05 /NOTE5) i . UNDISTURBED NATIVE SOIL SHRUB PLANTING TREE GUYING LEGEND I . TREE PER PLAN 2. 1/2" VIA. BLACK RUBBER HOSE WHERE WIRE CONNECTS TO TREE 3. GALVANIZED WIRE (NO SPLICES) 3 GUY SETS MINIMUM PER TREE 12 6A. WIRE MINIMUM FOR 24 " -36" BOX 10 GA. ARE MINIMUM FOR 42" + BOX 4. V2" DIA. x 36" LONG WHITE PVC SLEEVE I PER 6UY ARE 5. T GRAM PLANT TABLETS 24" BOX = 12,50" BOX = 15 36" BOX = I8, 42" BOX = 21 48" BOX = 24,54" BOX = 21 60" BOX = 50,-12"50X = 33 6. EARTH WATERING BASN (RAKE SMOOTH PRIOR TO HYDROSEEDN& N HYDROSEED AREAS; AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS) ,7. FINISH GRADE 8. ANCHOR STAKES (2x2x5O" REDWOOD OR I" VIA. x 30" GALVANIZED PIPE) 01. COMPACTED BACKFILL MIX (PER PLANTN6 SPE05 /NOTES) 10. ROOTBALL (SET GROWN +/- 3" ABOVE FINISH 6RADE 11. UNDISTURBED NATIVE SOIL P F 0 a 0 INKI r1 LJ 14 6A LIVE OAK (OUERCUS V IRGINIANA) 3" MIN. DIA, -I- MIN. H6T. (4) YAUPON HOLLY (ILEX VOMITORIA) 8' -10' (5) CREPE MYRTLE (LA6ERSTROEMIA INDIGA) PINK 6-8' 36' O.G. (3) INDIAN HAATHORNE (RAPHIOLEPI5 NDIGA 'JACK EVAN59 5 GALLON CONTAINERS 3'0.0. (5) GLOSSY ABELIA (A. GRANIFLORA 'GOMPAGTA') 5 GALLON CONTAINERS 3' O.G. (36) DAARF BURFORD HOLLY (ILEX GORNUTA 'BURFORDII NANA') 5 GALLON CONTAINERS 3' O.G. (18) VARIEGATED PRIVET (L. JAPONICUM 'VARIEGATA') 5 GALLON CONTAINERS 4' O.G. (9) NANDINA GOMPAGTA (NANDINA DOME5TIGA "GOMPAGTA ") 5'0.C,. (35) ANNUAL COLOR 4" POT5 8" O.G. APX 2-15 5Q. FT. PURPLE AINTERCREEPER (ENONYMU5 FORTUNGI COLORATA) 4" POTS I' O.G. APx. 855 50. FT. BERMUDA(51RA55 TEXTURF 10 500 APX. 525 50. YD, PLAN OF: Schlotzsky's CASE #: CU95 -20 LOCATION: 102 State Hwy. 114 West 4SCR6i .. MAYOR Y PLANNING AND ZONING COMMISSION C AIRMAN 7 OF 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPT. OF DEVELOPMENT SERVICES 0 5 10 20 50 I" = 10' PLANNED COMMERCIAL CENTER OF LOTS 1 -7, BLOCK 3 METROPLACE ADDITION TITLE SHEET LANDSCAPE PLAN 7 OF 8 CASE NUMBERS CU95 -20 AND SP95 -26 00ft bGfAWCff ......I........ 21L2 l-;Q CHARLES E. FAACETT IRR IGAT ION DESIGN � CONSULTING 4500 AIN5AORTH CIRCLE 6RAFEV INE, TEXAS 76051 (851-7) 481 -24400 L.ANDE)GAPE FLAN 5GHL0TZ5KY'5 DELI _ SOUTH NIA IN STREET 6RAFEV INE, TEXAS MSIbN I DRAWN I DATE I SCALE I NOTES I FILE I NO, GEF I GEF 1 -7/2 -1/cI5 1 1" = 10' e7 OJZ 4 0Z=r44'FC" W44� r,� HARDIE H54 -9 ® o L.b, ..dra4 a lw.lota. ' HARDIE H54 -I5 ® o Wil HARDIE H54 -55 ' QT Latral w Poro O-- pL�U..Pa nn» >NwJ ® ' Q �.rtir rm'a°eiwaamM ft" ❑ WM TO."'I +Nrpro i A��u.�ppyy�nq � v m��I�y %acrd. dlfr4nt« �b.Pr^�+ F644 POP1P.HtAY P� tl� � net id■.d■t.d hw. p �M�Q'PeP'W AAW.Prt�' Q we. ra..ea a r�a� © PVC ■drAt. EO *pq (4•.d. rrqrJ ■Q PVO T.TbON � MaiP. AP.t.t C9 PVC vAWM eo NPPV (e• eh. WSW (D w PM9 p a.d a Po" nery wM T~ta,■atr..o,e■dp... Il�iQ 17 PQ'4.P .PRA P4 DMa.... D MPW .N.n.n aeoo... 'rvc.drdN 4o w.w N Main (a rvW w«t N D 1 w r'p J�.wm mn WM T~ W" Ntl.d J,*" Qi �i Pr■d, srod. p vaAV ee�ergt mn.gwa. •P4`+ CJ PvoMS Ades Qi NL Mwalµwv.yY b P 0" dope .MhLnwa+4MrM V1.t r +ny�Y.N p P «40wNTd■■P o PVL§&M 00"W(e•.PO O PVC■d.drwp" ® .b mra,.w ro ae+wr �ij nwwP. qp. w gr..1r�A nu. w Old 15F ISF 3/4" 15F i 15F I I./a" 15F 11/4" 15F 1" WATER METER I" DCV 15H e 15ES I INSTALL I EXTRA WIRE WITH VALVE 7 ■ I ■ I ■ ■ n'"'d a. nel td.dm.d n■... C) p rtiw..od. 0= ...l.d..✓•t,ly.ee oi0 .p (.o.'YO(re.. to ■rrik .ow« ,p eeartr..bC. ro. e.e.w.g ...P.n■lr biro' tTtra MG Pis G•� OUIGK GOUFLER VALVE a■OC CZLPUR VALVE RMETEW M."em VALVE — WALL VN,VEW AT W. P dALVN.OID NW-C Pz" /TAK! wcynrr �n Ydt Or. not e.d.+.d NQ dALVAOMD OR *NLN D, 4'1TA.RAVd lAIE PVLORMAeIDt eTRLCTE(L � " PV MvwlpllgvO AM STRtrr t:L DOUBLE GHEGK ASSEMBLY VALVE BOX AS PER CRY CODE PPA GRAVEL W HN m4own eao oar Ttd. rProvld■a lo' e.a�"i.w°c�e.. "°"14�f:..nf+. 1.1i0ilnF�bn Pec.Ar. u � w not .r.dtia Irrr. (AL &RACE DOUBLE CMECK ASSEMBLY MOTE, NSTALL PER LOCAL COOM AND MANrACTLRER'S REC 44F- M ATZ*a NSULATE A5 REWFLM IRRIGATION NOTES: I. Field verify dimensions and static water pressure before trenching. Minimum static water pressure req,ulred for proper operatlon is b? psl and Is to be checked at least 10 days prior to beginning the Irrigation Installation. IF the static, water pressure is less than 60 pal, the Irrigation contractor Is to notify the landscape architect immediately. 2. Line location is diagromotic in some handscape areas and outslda of property lines for graphic clarity only. in no case shall pvc main or lateral lines be Installed outside of the property lines. Adjust head and line io6otionto on site to oarommodate existing job COndltlons Ord to achieve complete coverage. 3. The Irrigation contractor Is responsible For obtaining all permits reRulred to install the Irrigatlon system. 4. Irrigation controller shall be located In area shown on the plan. Install per manufacturers recommendations. 11-1\/ power is to be provided by contractor. 5. All underpoving sleeving shall be 4" schedule 40 pvc and is to be accessible, free of obstruction. sleeving contractor. PLAN Ur: SernoRSKy's CASE #: CU95.20 L PIPE LOCATION: 102 State Hwy. 1141 MAYOR ECRETA Y DATE: PLANNING AND ZONING COMMISSION CH IR AN DATE: SHEET 8 OF 8 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. 6. All sprinkler heads shall be set perpendicular and even with finished grades. All sprinkler heads shall be Installed a minimum of three inches From the back of curb or sidewalks and driveways. "1. Set all control, ciulck coupler, double check boxes level and even with finished grades. 8. Valve wire shall be 914 ga. UL• -UF single strand, direct burial copper. Splices shall only occur in valve boxes. Coll wire every 100' For expansion and contraction purposes. Scotch brand D5R wire connectors shall be used For all wire spllaes. q. The Irrigation contractor is recLulred to maintain complete as -built drawings of the Irrigation system at all times. Upon completion of this project, the contractor Is to supply the owner wlth a complete set of drawings showing the exact locations of all control volves, clulck coupler valves, double check assemblies and controller. 10. The Irrigation contractor is to make himself familiar with all jobsite condltlons by visiting the site prior to the installation of the Irrigation system. TO SPRAY HEADS INH614 ARE NOT LABELED ON THI5 PLAN SHALL BE 1/2" CLA55 315 PVC, lei SCALE I "=10' 10 O 10 20 .... .................. : ••. coARLMG PM'I M p0. f,:a. CHARLES E. FAACETT IRRIGATION DESIGN d CONSULTING 4500 AIN5WORTH CIRCLE GRAPEVINE, TEXA5 76051 (517) 481 -2cl55 LEGEND HARDIE 5PRAY HEADS GENERAL 9 HARDIE -100 -1 S I" WATER METER 0 I" DOUBLE CHECK VALVE G QUICK COUPLER A HARDIE DIAL -165 A MINI -CLICK RAIN SENSOR 0 MINI -CLICK FREEZE SENSOR 0 5LEEVE5 5CH 40 SIZE AS INDICATED 200 P51 MAIN LINE 200 P51 LATERAL LINE ■ HARDIE H54 -7 HARDIE H54 -9 ® HARDIE H54 -12 HARDIE H54 -I5 ® HARDIE HS4 -E5 Wil HARDIE H54 -55 0 HARDIE H512 -7 0 HARDIE 1-1512 -c1 ® HARDIE H512 -12 Q HARDIE H512 -15 ❑ HARDIE 1-1512 -E5 5 HARDIE H512 -55 PLANNED COMMERCIAL CENTER OF LOTS 1 -7, BLOCK 3 METROPLACE ADDITION TITLE SHEET IRRIGA71ON PLAN 8 OF 8 CASE NUMBERS CU95 -20 AND SP95 -26 IRRIGATION FLAN SGHLOTZSKY IS DEL I J SOUTH, MAIN STREET _ GRAPEVINE, 7EXA5 DESIGN DRAWN GEF GEF G'U S,s-- zv DATE I SCALE 7/27/g5 I " =10' NOTES I FILE I N0.