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HomeMy WebLinkAboutORD 2012-063 ORDINANCE NO. 2012-63 AN ORDINANCE ISSUING A CONDITIONAL USE PERMIT IN ACCORDANCE WITH SECTION 48 OF ORDINANCE NO. 82-73, THE COMPREHENSIVE ZONING ORDINANCE OF THE CITY OF GRAPEVINE, TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF THE CITY CODE, BY GRANTING CONDITIONAL USE PERMIT CU12-42 FOR AN ASSISTED LIVING FACILITY IN A DISTRICT ZONED "PO" PROFESSIONAL OFFICE DISTRICT REGULATIONS ALL IN ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING MAP; PRESERVING ALL OTHER PORTIONS OF THE ZONING ORDINANCE; PROVIDING A CLAUSE RELATING TO SEVERABILITY; DETERMINING THAT THE PUBLIC INTERESTS, MORALS AND GENERAL WELFARE DEMAND THE ISSUANCE OF THIS CONDITIONAL USE PERMIT; PROVIDING A PENALTY NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00)AND A SEPARATE OFFENSE SHALL BE DEEMED COMMITTED UPON EACH DAY DURING OR ON WHICH A VIOLATION OCCURS; DECLARING AN EMERGENCY AND PROVIDING AN EFFECTIVE DATE WHEREAS, an application was made requesting issuance of a conditional use permit by making applications for same with the Planning &Zoning Commission of the City of Grapevine, Texas, as required by State statutes and the zoning ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and prerequisites having been complied with, the case having come before the City Council of the City of Grapevine, Texas, after all legal notices requirements, conditions and prerequisites having been complied with; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied: safety of the motoring public and the pedestrians using the facilities in the area immediately surrounding the site; safety from fire hazards and measures for fire control; protection of adjacent property from flood or water damages, noise producing elements, and glare of the vehicular and stationary lights and effect of such lights on established character of the neighborhood; location, lighting, and types of signs and relation of signs to traffic control and adjacent property; street size and adequacy of width for traffic reasonably expected to be generated by the proposed use around the site and in the immediate neighborhood; adequacy of parking as determined by requirements of this ordinance for off-street parking facilities; location of ingress and egress points for parking and off-street locating spaces, and protection of public health by surfacing on all parking areas to control dust; effect on the promotion of health and the general welfare; effect on light and air; the effect on the overcrowding of the land; the effect on the concentration of population; the effect on the transportation, water, sewerage, schools, parks and other facilities; and WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing called by the City Council of the City of Grapevine, Texas,did consider the following factors in making a determination as to whether this requested conditional use permit should be granted or denied; effect on the congestion of the streets, the fire hazards, panics and other dangers possibly present in the securing of safety from same, the effect on the promotion of health and the general welfare, effect on adequate light and air, the effect on the overcrowding of the land, the effect on the concentration of population, the effect on the transportation, water, sewerage, schools, parks and other public facilities; and WHEREAS, all of the requirements of Section 48 of Ordinance No. 82-73 have been satisfied by the submission of evidence at a public hearing; and WHEREAS, the City Council further considered among other things the character of the existing zoning district and its peculiar suitability for particular uses and with the view to conserve the value of buildings and encourage the most appropriate use of land throughout this City; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is a public necessity for the granting of this conditional use permit, that the public demands it, that the public interest clearly requires the amendment, that the zoning changes do not unreasonably invade the rights of those who bought or improved property with reference to the classification which existed at the time their original investment was made; and WHEREAS, the City Council of the City of Grapevine, Texas, does find that the conditional use permit lessens the congestion in the streets, helps secure safety from fire, panic and other dangers, prevents the overcrowding of land, avoids undue concentration of population, facilitates the adequate provisions of transportation,water, sewerage, schools, parks and other public requirements; and WHEREAS, the City Council of the City of Grapevine, Texas, has determined that there is a necessity and need for this conditional use permit and has also found and determined that there has been a change in the conditions of the property surrounding and in close proximity to the property requested for a change since this property was originally classified and, therefore, feels that the issuance of this conditional use permit for the particular piece of property is needed, is called for, and is in the best interest of the public at large, the citizens of the City of Grapevine, Texas, and helps promote the general health, safety and welfare of this community. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS: ORD. NO. 2012-63 2 Section 1. That the City does hereby issue a conditional use permit in accordance with Section 48 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance of the City of Grapevine, Texas, same being also known as Appendix"D"of the City Code, by granting Conditional Use Permit CU12-42 to allow an assisted living facility(Signature Assisted Living and Memory Care) in a district zoned "PO" Professional Office District Regulations within the following described property: Lot 4, Block 2, Delaney Vineyards, Phase II (5001 Merlot Avenue) all in accordance with a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and made a part hereof as Exhibit"A", and all other conditions, restrictions, and safeguards imposed herein, including but not limited to the following: None. Section 2. That the City Manager is hereby directed to amend the official zoning map of the City of Grapevine, Texas, to reflect the herein conditional use permit. Section 3. That in all other respects the use of the tract or tracts of land herein above described shall be subject to all the applicable regulations contained in said City of Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of Grapevine, Texas. Section 4. That the zoning regulations and districts as herein established have been made in accordance with the comprehensive plan for the purpose of promoting health, safety, morals and the general welfare of the community. They have been designed with respect to both present conditions and the conditions reasonably anticipated to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from fire, panic, flood and other dangers; provide adequate light and air; to prevent overcrowding of land, to avoid undue concentration of population; facilitate the adequate provisions of transportation, water, sewerage, drainage and surface water, parks and other public requirements, and to make adequate provisions for the normal business, commercial needs and development of the community. They have been made with reasonable consideration, among other things, of the character of the district, and its peculiar suitability for the particular uses and with a view of conserving the value of buildings and encouraging the most appropriate use of land throughout the community. Section 5. That this ordinance shall be cumulative of all other ordinances of the City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said ordinances except in those instances where provisions of those ordinances which are in direct conflict with the provisions of this ordinance. Section 6. That the terms and provisions of this ordinance shall be deemed to be severable and that if the validity of the zoning affecting any portion of the tract or tracts of land described herein shall be declared to be invalid, the same shall not affect the validity of the zoning of the balance of the tract or tracts of land described herein. Section 7. That any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum ORD. NO. 2012-63 3 not to exceed Two Thousand Dollars($2,000.00)and a separate offense shall be deemed committed upon each day during or on which a violation occurs or continues. Section 8. That the fact that the present ordinances and regulations of the City of Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace and general welfare of the inhabitants of the City of Grapevine, Texas, creates an emergency for the immediate preservation of the public business, property, health, safety and general welfare of the public which requires that this ordinance shall become effective from and after the date of its final passage, and it is accordingly so ordained. PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF GRAPEVINE, TEXAS on this the 20th day of November, 2012. APPROVED: 4ASi� William . Tate Mayor ATTEST: Tara Brooks Assistant City Secretary APPROVED AS TO FORM: John F. Boyle, J . City Attorney ORD. NO. 2012-63 4 pp-11BIT� TO ORD. doi� lv3 I II I I Lot 3RI, Block 2 Lot 3R2, Block 2 1 1Page Of Or I I I Delaney Vineyards, Phase It Delaney Vineyards, Phase II I r,•p p Q NOTES. 11 I I I Cabinet A, Slide 7909 Cabinet A, Slide 7909 i - _ �- I o O WO F2 U p 4 1. CITY OF GRAPEVINE CONSTRUCTION STANDARDS APPLY I I Zoned: PO Zoned: PO 1 1 - J-- O} W O ' Z m n WHETHER INDICATED ON THESE PLANS OR NOT. 111 I I I I I l D 0 00 LL 40 1I� I 2. THE PROPOSED TRUNCATED DOMES SHALL BE INSTALLED ;J1\. Iqa I I 1 w j m m w .W m ON THE SIDEWALK AT ITS INTERSECTION WITH THE .'I ��-1 6k�. M I PROJECT L'i�0 �Z o DRIVEWAY TO IDENTIFY THE POTENTIAL CONFLICT IN �� m 1� i- + -I-r rrnn ACCORDANCE WITH RAMP SPECIFICATIONS. RAMPS IN r� •'-,� �� I - -I - I u RIGHT-OF-WAY SHALL MATCH (IN COLOR TO EXISTING p�° + it B 1 LOCATIO HUGHES Z ) � 11 LI I- J.1J LL, - L� I J�p RAMPS. I I' A 1 g'T -I ---� __ N89'33'37"E_ 350.90 o ao so Z Q J 1 .,, R.F. 210.81' 10' SETBACK 112I.R.F. 2LR.F- '- --___ 3. THE PROPOSED BUILDING WILL HAVE A FIRE SPRINKLER �, _ -------_ ---------F-, I (c M) - --- -� Q Q POST OAK Nwp ----------------- DO LEN �-w-- SYSTEM. PROP. 5' ) I-� I I I I F- A �P 3 H 3 Z SIDEWALK I I I O W w p I 4. ALL ELECTRICAL CONDUCTORS ASSOCIATED NTH NEW I� J I I QI I (if W D1 CONSTRUCTIONS SHALL RE LOCATED UNDERGROUND. I L.- i I I 1 1 I Q w ASHCR FT W w a 3 5. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ,I' I QI I I F- 3- D:NN3 SCREENED FROM PUBLIC VIEW. -' I I PROP. DUMPSTER W/ 6' o;I v I I I A OR O Z ID(0a I MASONRY ENCLOSURE 41 Q 1 a 6. 36-FOOT BUFFER AREA CALCULATIONS: TO MATCH BUILDING ,a �I � - - -_ I = Z ' NQ CHA PEAK BUILDING HEIGHT = 26.58' 121 0 O 0w ' XmD pADA RAMP oFASCIA = 9 693 LF PROP. 6 wpI@�NrnT MEAN HEIGHT = (26.58'+9')/2 18' QMASONRY Wm I,BUFFER AREA = 18'X2 = 36' SCREENING WALL GL Z o 1 D- IrPROP. PROP. FH I j i i VICINITY MAP a SCALE: 1"=1000' LEGEND 4 PROP. TY 7' L IRON ROD FOUND ADA RAMP R.E of I I 56., 5 ' i PAVEMENT LEGEND LR.S IRON ROD SET II" I DUMPSTER PAD PAVEMENT CUT X IN CONCRETE II / PROP. 6' I I PROPOSED 7" 4,000 PSI CONC. ®28 DAYS NTH X" I o PROP. 8' r011 l I SIDEWALK SIDEWALK 20 LF NO CURB & INSTALL 89.2' - I 2 I TRUNCATED DOME PAVEMENT I - ® #3 BARS ®18" O.C.E.W. - FCR. FENCE CORNER POST I� I I I PROP. 61'' 9 NT ASPHALT Lot Bloc 2 PS I CONC. ®28 DAYS WITH PRAOPODN6"PM fW VxxQ)Delaney Vineyards, Phase II y3 BARS®18" O.C. Zwll Cabinet A, Slide 8308 PROP. A/C ® . . J WQ TELEPHONE MANHOLE UNIT(TYP.) N I W 5.322 Acres o I LIGHT DUTY PAVEMENT ;1 I I i a v I ® PROPOSED 5" 3,600 PSI CONC. ®28 DAYS WITH 0- Z POWER POLE �) a i .. ®I 'o I #3 BARS®18" O.C.E.W. W Q N � l., Vj PROP. WALL - b,----_ _ __ I SIDEWALK PAVEMENT �-U V 0 W LIGHT POLE J . I I MOUNTED A/C PROP. 6' I ��' - PROPOSED 4" 3,600 PSI CONC. ®28 DAYS W TH >- 1 d II - PROP. SSCO Z UNIT (TYP.) SIDEWALK '�11 I - #3 BARS ®18 O.C.E.W. (n O Q WATER VALVE I I O m } O SSMH SANITARY SEWER MANHOLE it , I I I ® 1 I PAVEMENT NOTES: Q W O O I I N W -t Z LL w11 -1 �0f1z • e 1 N 1. ALL PAVEMENT SUBGRADE SHALL BE SCARIFIED TO A MINIMUM FIRE HYDRANT ro DEPTH OF 6" AND COMPACTED TO A MINIMUM 95%STANDARD Q O} .: PROCTOR DENSITY AT OR ABOVE OPTIMUM MOISTURE. Z -1 W ® WATER METER i111- I I I PROP. ADA I 3 �-v rn 2. THE CONTRACTOR SHALL DOWEL & EPDXY #4 X 24" SMOOTH BARS Z Q Z U� "4110 I■ N (2 EA.) I. I o a. in - _ - - 0 24" CENTERS ALONG ALL PROPOSED TO EXISTING CONCRETE Vr g [tills# J I 1' h I * a N ^ EDGES W/ 3/4" EXPANSION JOINT & SELF LEVELING JOINT SEALING W o'lit I I I' o o I _0 2 COMPOUND. DEVELOPER --•' tally` I PROP. TY 2 - I rn ,� Signature Senior Living, LLC ! Q'ill - ,1 I ADA RAMP - I 1 m v n m 3. THE CONTRACTOR SHALL PROVIDE A Xz" EXPAf•!SION JOINT W/ SELF 106 Decker Court " f: LEVELING JOINT SEALING COMPOUND BETWEEN THE PROPOSED Irving, Texas 75062 �II. CONCRETE PAVEMENT AND THE PROPOSED BUILDING. Contact: Pete Russell 1r' M ' I PROPOSED ASSISTED LIVING PROP. 6' I _ _ Phone: 214-308-7669 I J I PROP. 60 LF 3' EX. FH HT HAND RAIL FACILITY SIDEWALK j� RO'. FH -�-- _ O I .1 I � 57,954 SF 1a` I 74 UNITS PROP. RISER ROOMJ/ I 570 LF PROP. ENGINEER \•� 25 79 BEDS 1 RETAINING WALL NOTE:_ z Homeyer Engineering, Inc. �� 1 PROP. GREASE TRAP (SEE MEP J N DESIGN POINTS Z P.O. Box 294527 �- ® CONDITIONAL USE REQUEST CU21-42 IS A REQUEST Lewisville, Texas 75029 PROP. 5'- I 40 LF SPECIFICATIONS FOR DETAILS) bP. FDC TO ALLOW FOR AN ASSISTED LIVING FACILITY. O Z Contact: Steven R. Homey- PE SIDEWALK I I NO CURB 1 PT NORTHING FASTING PT NORTHING EASTING V Phone: 972-906-9985 : - PROP.(WHEEL PROP. ADA PROP. 40 LF OF a• I - ---- -� - STOPS (3 EA.) SIGNS (3 EA.) -•.. TRUNCATED DOME - - O 5937.4118 6697.9706 O1 5841.9551 6798.9981 Q d PROP 6' SIDEWALK PAVEMENT Z W i. 1 I 1 F F- I I SDOEWAgK O 5940.1048 7048.8609 2O 5623.8459 6953.5375 �yPtf.OF.. W1tt _O (n PROP. ADA SIGNS(2 EA.) I 3 N *.: �Ap *la W ,/ 4 P. O 5252.9430 6961.3210 O 5278.4514 6841.5234 W _ J FLAG P LE STEveN R.HOM I 37.g` 8694 5294,4421 6619. 41 657.1728 8326 O4 5 9 3320 6 PROP. TY 2 \� -` ADA RAMP I ', 5 ''"•"^- REVISIONS: 12 PROP. TY 7 , SITE INFORMATION tt/,2 1. CORRECTED BUILDING PROP. 6 ADA RAMP • ® ry SQUARE FOOTAGE& I RO FH SIDEWALK s NOTE ® ZONING: PROFESSIONAL OFFICE DISTRICT (PO) CASE NAME: SIGNATURE ASSISTED LIVING AND MEMORY CARE REQUIRED PROVIDED CASE NUMBER: G LOCATION MERLOT: 5001 MERLOT AVENUE LAND AREA (AC) 0.23 MIN 5.32 LAND AREA (SF) 10,000 MIN 231,846 12. MAYOR SECRETARY PROP. TY 7 � � 9 w OPEN SPACE (SF) 46,369 MIN 108,888 DATE: ADA RAMP 7R.F 10 9 '16 1 OPEN SPACE (%) 20 MIN 47 PLANNING AND ZONING COMMISSION 1TBgOK a II i f �' I 1 BUILDING COVERAGE (SF) 139,108 MAX 57,954 „n��� _ DRAWN:SRH ; I I PROP. ��,,,m m,,,,n 83 4'16"W-� I AC FH - _ _ I BUILDING COVERAGE (%) 60 MAX 25 CHAIRMAN MONUMENT Ek Builtln �.mm, 344.00' 3 ♦-J I - ' I I SIGN 9 -I 1 7 MAXIMUM IMPERVIOUS (SF) 185,477 MAX 122,958 DATE, DATE:09/19/12 4 I MAXIMUM IMPERVIOUS % 80 MAX 53 RF ( ) I I Lot 2R1, Block 2 E} d rla -r. C 1 = I SHEET: 1 OF 70 HEI#:12-146 I Delane Vineyards, Phase II ;+ <v I MEAN BUILDING HEIGHT (FT) 25 MAX 18 t; y' I I APPROVAL DOES NOT AUTHORIZE ANY WORK II 1 Cabinet A. Slide 8308 I 1 STANDARD PARKING 79 83 IN CONFLICT WITH ANY CODES OR ORDINANCES. SHEET NO. I I j I Zoned: PO r _ _ I HANDICAP PARKING 4 7 DEPARTMENT OF DEVELOPMENT SERVICES ^^ "'', I 1 SP EXHIBIT L To O-A k aw a-e3 page of /10 N PLANTING LEGEND (l.D N a Lot 3R1, Block 2 Lot 3R2, Block 2 SYMBOL BOTANIC NAME COMMONNAME SIZE SPACING QUANTITY REMARKSDETAILS y a r W Delaney Vineyards, Phase If Delaney Vineyards, Phase II ro TREES N to !1 Cabinet A, Slide 7909 Cabinet A, Slide 7909 CECA Cemis canadensis var.texensis Texas Redbud 3'caliper Per plan 3 10'12'high in.;standard form LL —4 X CEFP Cercis canatlensis'Foresl Pansy' Forest Pansy Retlbud 3'caliper Per plan 3 10'12'h gh min.;standard form .❑W 1D O j PYCA Pyrus ca.ieryana'Cleveland Select' Cleveland Select Pear 3'caliper Per plan 31 10'12'high min. Z)- 1 OUMA Quercus macrocsrpa Burr Oak 3'caliper Per plan 25 10'-17 high min. > Z W N D °ry QUVI Ouercus vlr niana Live Oak 3'Bali r Per tan -j - � - Pe P 27 10'17 high min _1 01 O I _. _ 11 ULCR caliper Per plan 12 10'-12'high min. Q>. r W - fog W W r - ULCR U mus cras s f Cedar Elm 3' P 3 OUMA SHRUBS.PERENNIALS AND ORNAMENTAL GRASSES W C _ W��3zx ILCO Ilex comuta'Burtordii Nana' Dwarf Burford Hdiy 7 gallon 4'o.c. 207 30^high min.al anon W U7 W 4 Q Wi I -', 1 OUMA _ — — _ _ per ga S O.C. 75 9 1,' O YJ JUBC Jun pe u horizontal s'Blue Chip Blue Chip Juni 1 Ilan W 9 [9 Il 3 _ N89 33 37 E 3J�9� JUWI Jun pe u scopu!orum Wichita Blue Wichita Blue Juniper 15 gallon 4'o.c 4 6'high min r 3 — 1121.R.F. N - ' 0210.8' 1�2%. .F LEER L coDby lum fret—cis Texas Sage 7 gallon 5'o.c. 32 24"high min.at a t f `.� (cM.) 9 d n ing ` ID 3 - - MYPU Mynca pus,"a Dwarf Wax Myrtle 7 gallon 5'o.c. 210 24"high min.at planting (� N HATE Nasei a teruissima Mexican Feather Grass 1 gallon 18'o.c. 134 O LU 4 N O .. PAVI Pah.cumvir atom Prairies i X ' �►/- - 9 ky Pra'de Sky Switchgrass gallon 3'O.C. 53 W N In t RHSW RhaphlolePls indica 5rww While Snow White Indian Hawthorne 7 gallon 3'O.C. 428 z m m t` • I ROFC Rosa'NOA97400A' Flower Carpet Amber Rose 3 gallon 4'o.c. 52 W F' N tt RORA Rosa'Radcoi Rainbow Knock Out Rose 3 gallon 4'o.c. 26 tL TRAS T'achei.sm-urn as aticum , Asian Jasmine 4"pots 18"o.c. 480 NOTE'.RHAPHIOLEPIS'SNOW WHITE'GROWS TO T4-AT MATURITY_PLANTS SHALL BE AS CLOSE TO 24-HIGH AS POSSIBLE AT TIME OF PLANTING. TURF.SEED.AND ANNUAL COLOR t. - - Cynodon dactylon Common Bermuda Grass Sod --- Prairie Starter Mix Hydromulch -__ _-- 0.511,/1,W00 `301LC0 19 MYPU --- Annual cdor 4'pots 6'o.c. 230 Varieties seleded by owner 1 OUMA 1 LEER ALL SEED MIXES ARE AVAILABLE THROUGH NATIVE AMERICAN SEED.(800)7284043.REFER TO PLANTING SPECIFICATIONS FOR SEEDING METHOD. t OUMA - 4 LEER f _ IQUMA ' I t LANDSCAPE CALCULATIONS Z � T OLIMA 1 OUMA �W t ULCR — v7 -I r 50 TRAS 1 QUMA INTERIOR LANDSCAPING Q I W x TOTAL PARKING AREA: 53,632 SF J W = LANDSCAPE AREA REQUIRED: 5,363 SF(10%OF PARKING AREA) LLJ 6 JUBC Q d z 13 ILCO f 1 ' 7 PYCA LANDSCAPE AREA PROVIDED: 6,782 SF(12 r:%OF PARKING AREA) W V o > 1 QUVI I N TREES REQUIRED: 13 TREES(1 TREE PER 400 SF OF REQUIRED LANDSCAPE) �•.U F- �— 3 MYPU TREES PROVIDED: 14 TREES Q Q Z 5 JUBC 0 U) co00 - 7 JUBC • PERIMETER LANDSCAPE Q W 78 RHSW - TREES REQUIRED TOTAL PERIMETER LENGTH 41UTREES it PER 50 LF OF FRONTAGE) W 0 z O F— I 3 PYCA 5 RHSW' I '�—21 EIR TREES PROVIDED: 41 TREES > Z • ( 5JUBC - 2MYPU Z W Q of I— H 30 RHSW 3 CECA 1 LEER SITE LANDSCAPE Q Q Z U 15 RHSW TOTAL SITE AREA: 231,846 SF Z I 101LCO 3 PVCA 1 Q IQ" 41 RHSW t01LC0 LANDSCAPE AREA REQUIRED: 46.369 SF(8 8°ro OF SITE AREA) W LANDSCAPE AREA PROVIDED 90,C61 SF(38 8 OF SITE AREA) Q DO 5 MYPU FROM YARD LANDSCAPE REQUIRED: 23.185 SF(50%OF REQUIRED LANDSCAPE AREA) U 5PAVI FRONT YARD LANDSCAPE PROVIDED: 33.0015E(71.2%) 3 7 MYPU NON-VEHICULAR OPEN SPACE: 83,279 SF(35.9%OF SITE) I rzO OPEN SPACE TREES REQUIRED- 33 TREES I1 TREE12500 SF) ult - OPEN SPACE TREES PROVIDED . 33 TREES _ d 7 23 RHSW 6'MASONRY SCREENING WALL Z If�� B ILCO ,-' - (SEE CIVIL ENGINEER'S PLANS' Q ¢ _ i y•� 1..6 N 3LEFR N V O ^ vO t 4 MYPU L 5 PAVI 7 I► 3 Z Q 10ILCO 3 MYPU (ti :lY.. f Pal 16 RHSW 3LEFR j dOWI ^ 3MYPU 6 OUMA 46 EnN 35RHSW 5PAVI - - Scale 1 rr - 30' CASE NAME: SIGNATURE ASSISTED LIVING V1�l�i•SY v^E 2 I -L- y I r_ ,,.,1 AND MEMORY CARE tom. n yt-• .» +- , Ei c} ,.+ - CASE NUMBER: CU12-42 S MCE .,`i , `..r£ fi_.I i 5� S E H _ . d i PYCA NU LOCATION: 5001 MERLOT AVENUE Tk T} MAYOR SECRETARY 7l11 +Ir DATE: ,v PERIMETER LANDSCAPE AREA PLANNING AND ZONING COMMISSION 10/31/2012 ALONG SOUTH AND EAST PROPERTY LINES t10'WIDE MIN_) EVERGREEN DRAWN:LML DESIGN GROUP CHAIRMAN DATE: DATE:09119PI2 j ® SHEET: 2 a<10 HEI#:12-146 APPROVAL DOES NOT AUTHORIZE ANY WORK SHEET NO: INAI rM1 N;:a IN CONFLICT WITH ANY CODES OR ORDINANCES. ndd:.or,.Tx;yxll DEPARTMENT OF DEVELOPMENT SERVICES d cz EXHIBIT__&TO oRD• awa-0 MATCHLINE - SEE SHEET LP1 ox - �'p W I 17 ILCO 9 ILCO 3PAVI - _ 5 RORA 41 RHSW 3 RORA • 5 ROFC 6 ROFC 3PAVI 6 ROFC - ., Z m❑m li N 15 NATE 12 NATE 2 JUWB i CEFP - 3 MYPU W •X Dt a' 3 RORA ANNUAL COLOR 3 LEFR .I •® 7 ROFC 11 JU BC 4 MYPU RA W N❑ r :: •-: .. 7 ILCO EENIS GAL) ❑J m U 3 RO 6'MASONRY SCR 27 RHSW I 65 RHSW (SEE CIVIL ENGINEER' PLANS) Q • :. ...... 3QUVL 3 PAVI _ 0:N W W 26 JUBC '.' •. 3 ROFC g I®. - 10 W Z S 210 TRAS 3 PAVI 5 PAVI J❑ 30 ILCO` 7- ••• 5 RORA _ 4 MYPU 1.1 W a 3 30 NATE ( '� 3 LEFR w 12 RAT 5 ROFC " Z Ir N 3 7 RORA 12 NATE N 11 ROFC 3 ILCO V, Q P N r� �{ N r•^'4 N rD `^ 3JUSC ' v ❑J• •w 3 PYCA a �` • Wa N .� 3 PYCA 7 • � 7 RHSW : ": 12 NATE W"-6' m m i OUMA 2 CEFP .. i`• 80 TRAS tr-^.•O 40WI - 1QUMA 2JUBC n 9NATE 7 ROFC 2 JUBC s 6 MYPU 0 20UMA ( 8RHSW 271LCO 5PAVI 7 MYPU 27 RHSW A 12 NATE 2 QUVI ' 3 PAVI 45 TRAS 8 ILCO 5 RHSW .-. 181Lco PROPOSED MONUMENT SIGN(BY OTHERS) - 1 PYCA I A: - 3LEFR . - • tOWI •. •: •• ILCO, .. ': -_ 2 QUMA .,..• ® 1 werlZo MYPU 1 QUMA '- 2C NATE ••-: ' 19 vein i QUMA >`. 3PAVI 5PAVI _ ... _ 40 TRAS ., 0 _ . 5 RHSW W f 1 QUMA 15 TRAS 40 TRAS Z QJ� 3 PYCA 3 LEFR N j J W Q W tr 1 I 1 II 121 MYPU a- Z W i t I I 3 LEFR L Q N ~ 7 W PYCA U Y ' I F- U 0 CL � afO < QZ � I 44 0" (/� JQQ� QmW(DO I I PERIMETER LANDSCAPE AREA 112ZR.F W W V Z LL U I ALONG SOUTH AND EAST O f- P PROPERTY LINES(10'WIDE MIN.) :I = O O > } Z J q Lot 2R1, Block 2 3LEFR N a Q Z U I' Delaney Vineyards, Phase It z J < Cabinet A, Slide 8308 U) W 3 I � 1 I I z Q !CL V z_ F- c• Z Q Scale 1"= 30' -� a ! CASE NAME: SIGNATURE ASSISTED LIVING W�C4gi• AND MEMORY CARE CASE NUMBER: CUt2-42 S I LDCAPON: 5001 MERLOT AVENUE MAYOR SECRETARY NA I— , DATE: (,T PLANNING AND ZONING COMMISSION 10/31/2012 EVERGREEN I DRAWN:LML DESIGN GROUP CHAIRMAN DATE: DATE:09/19/12 SHEET: a of ,D HEI#:12-146 APPROVAL DOE'$NOT AUTHORIZE ANY MORN SHEET NO: inrnlr,�irl I IN CONFLICT MTH ANV CODES OR ORDINANCES. i f4J�:,on.is-ai+ri DEPARTMENT OF DEVELOPMENT SERVICES LP2 :+rutty,,r EXHIBIT A TO o' - Page 1/ Of b b�.A •� III NETAL r---T-- -----�i�F.DFT.I 0 1 O 1 I Top of WaE TAL¢Oc� � �•+ 1 I EDOIeATIyE vr:r.1 conPos.T�oN 1 - I I _ - 1 DowDs-Tlo�; —I a DE�eTl�Dn'FT/ �e � 1 I F _ _ DECORAi'.'E vENT COHPOSTIDN cl Z NPL FINCTICN SUNG.ES � -_. - E ^ 6 ♦• C Cy v a ^ , Q TOP of Wet��f PPO�SSEE E - - _ E - I f E E Q a • � •^„gwy♦11 B sTDr.B VENEER azc �E.eER DiyT�RE.. .roow J DDOR ns BR cx sTonE Rlc< W,Dow BENrzE« wNDcw� BRIER a•-o' J Cn l SPEC STONE VErEEa 3` D 6PEc. 5.4JT'ERb VENEEa �KER vEF�FER AS SPEC ER vErEER AE SPEC •.. BUILDING EXTERIOR E_EVATIOA - SOUTH �0�� 5 T IC 9 ALf aO BRICK t� I I - �ETAL RODF 1 = i 1 rcaF T�aw•EN I I sw IEs i � 4 �'Top o/WNI •j F E E E E G Y N LevN 1 _ c BR^C<__; BaE 4Y_ I^ 0. a�. I A65gc WtLW BaICK-- c C.AS � ^DOR• � � u 'EER Ba C�c PATER+ SIyTTERS V£vffR L95Pfc vEN�R VEnEER _ AS SPEC vEnEER 5PE 1 EPEG. - uERRRY• • 3 t e o a BUILDING EXTERIOR E-EVATIO\ - EAST %o STON= o 10 2 S ALf 9zi BRICK E w m o s w - m - 0 tL d o �I O 1 caTPosr•.ov— tp SUNGLES � I T e W T �4do CO'Poe TIDR co-Pcsrc Drl— N o E�NSLf� SaI.GLE5 _ ._ LD I — ..� L e --- N vE4EER `AS BPCC vEVEER n5 bPEC DWREE VEhEfR AE SeEO V£FffER c rEF.umOi - - rw.T• JTJ 0% 5T 0\E [—"�l c ZL ve BUILDING EXTERIOR ELEVA A TIO\ - EST �'': q.lZ s A E 100 BRICK F`c d n ro U' � m AT[. O GTF JMTpa � o I w to c�IECT 4 c- F X uD.•T �t ReE W O C in CI Nrt CT ,;- CC'C,. CG ......... A5.01 YwE EXHIBITTO ON. olo/2-0 b�o Page S ,of. r 0 > v � o - Su.NGLEE LdiOEITip: r.]A Tov of Wal VB 4 Leven m4 mg 0'-� S � LevN 1\, � ••"I __ yEP.RICK 0'-0' eRlcle w,tau w c Irk � VENEER A5 SPEC —45 5T'EL hNEER 6Nu E! AE W. 45 SPEL AL VENEER 48 WEpC BUILDING EXTERICR E_EVATION - NORTH o STONE ELwE 99% BR GK u r � nEiAL 466=- - ar STCNE v EER f CCnPb51T ES— _ SUINGLES - Lal'IP09rTlq:- CotPO`tiq, CCnroSTGw— CpT+OEIi ON _ ___ _ _ � - 01- 9HRYdES `� SuaGLES - �NpN c(—rop of W4p E O 0-0' EE af%Level t BRICK— WMDpL J CIC W,:Daw hS DEC WINDbL BRICKB � WMCdJ FLIER VEER A55PEG VENEER S SEEC T-EE--E. AE EXEC VENEER <E SPEL V£VEER 6=EC.A5 �i�R 5 P,E�.£r.P=_¢ I 9 v BUI_DING EXTERIOR E_EvATION - WEST LO% STONE e m° LL suLE 8oib BRICK o L V a� N 4 a tL a - O - Ul C S O o - � 10— f 'm •ETA_Rb� - b 3 LLI Lu LD Z d 3 _ W b=coRAT�r.�vT D!CR rVEN' LOnPC&96N V A N 4 wwL \ .a nE E _ - 2EL—� -- BRICK LYLTUSEb—/ WN,b,u.- BRNJC VENEER— � - � +�/i VENEER f 4 5=EC AE_PAL ✓cNEER 51—VENEER AE 5=EC J VV Q ASC VAn C-. S GN TJRC PAC ONEnsT nuv BERh VD MCMGFv CARE BUI_CINCs =XTERICR E_EVATION - WEST �_ c foc..-DN PALE 4��o BRIGK r.nYCH SECFF is R, - (n Z �PTC. N Q Ot T�Ln VNING AND C.. I�G CC•n MI<SOV W W m �NtiIRMaN - 0 - -Ate - GTF„ 1MT 7 `o LU _,EC, 5 07 c Xcn w 5 N _ N 4P�R.^,VeL DOCS NOT: Tr/OF_C a v vICE CCNt LILT V:I'F All COC=`OF ORGrNPYCCC � Q :FP hF TMEVT C/E JE✓CL OFMCNT SC R'✓ICCE A5.02 E •; ASNNOI® x O h E XHIBIT'-",TO 090, 020/a �P - �/v a n q, 1 w I• l .I I'n1 �T I_F 1 I I 1 • t> 1 rl I !:all 1 I I f Pa Of 16 Zm r 'Ex s76.7s1i(gym Imo+ i�_><L J L� L I av� 1 11 1 1.m EX TP 576.96 -- -_ N89'33" 7 -�i50.90 1 7 i 1 1 -_ 4 P -- - '-,--1 �- -11- L _ I �� d ZF EX TC=576.55 /gib' ------ f---�___1---1'-_"---t--F-- , \( _ _ ♦pZ EX G=575.09. .1 \�- --l 1 11 { I i 11 1 \\ ; l' i \\ t tt 1 I _' - ��0 j l4O t 1 Il I Z_Jp.O •.tf I I II / / I I { 1 I ! 1 h I I \ I f'jpa Ex�^_<76 62 W m W Ems%} f 1 t 1 1`I I I I i ff I wwb ZIA I M 1 \ \ 1 I 11 W Mid TC 577.95 Imo""-- - TC=579.16 e I. I• \\ I; $ 1 �_ _ R'A n wl I I 1T G-577.45_1 I G=578.66 - TC=579.86 \ } 1 1 II I1 \ Y I O a tTC=576 66- f TC=578.90 C=578.98 ---G=579.36_ \__t I I t I l \ I 1 1 R'P G= 8.40 TC=5�9. 6 ! \ -\, 1 G=576.16 1 1 TC=580.551 1 THE CONTRACTOR SHALL CONTACT E h ID TC=578.t0 = 79. 6 i 1 l o 7 I -I � TC=580.04 '0=5a005: I DIG-TESS AT 1-800-344-8377 A xD C=577.TC= 7 \ TW=58t DO I MINIMUM OF 48 HOURS PRIOR TO THE L m n I 7 rc=s79. 6�yW G=579.54 I T TC 57708 1 G=578. 6 7 TC=579.34 TP=579.16 BW=580.751 t 1 1�1 C 576 58 1 •vt COMMENCEMENT OF ANY P=578.84 'it-�_TC=580.93 I ,1 TW=588.50 ------ - - 1 CONSTRUCTION ACTIVITIES W m 0 p 01 NI G=580.43TM-TC=58t.53 EX ,C=`•7710• rTC 580.86/ i I I G=581.03; TC=S 1.081 pBW=5�82.00 '�'-"�- - - �- d ±I G=580.3@ 7 �I � G=580 5e E X 76 67 TP=579.90 •- w m° !, TP=541 3 ! i TC 581 71 11 I I ! 1 II 4\I 1 TC 579.96 1 TP=582 35.,. 1 G 581 2t I I I ! 1 I ITC=581.76 i TC 580 64'.• ! 11 I' 1 , I ro 1 . ,l 1 0=581. fi j Gl580.141.93-� TC=581 26 ! 9 I' I TC=580.15Lill TC=58078 - G=5 0 76 I G 579.65T O DOOR=582.48 G=580.28 ! TP=S f2.35 ! I , 1 yI; - 1 EX TC--577.3C_ I 1• 1i 1 TP O DOOR! { ! li TC=579..96/ - I \Lot 4, Block 2/ =582.48 TC=580.61! - EX G=576.89 ;1 I I - �P Delo Vine rds,Pl4ose II I G 580111 I 11 o 1 o f , 1 I , i i; 1 ,` ; W a 1 BENCHMARK INFORMATION Coblllet A, Slide 308 { . I 1 I ,\ /J' I TC=581.30 -i ro ro EX 57 53 I I i §.322 Acresf 1 J I(� ( =580.80 'b o �' I EX 5'7*2 'fu I •` ���"' q a ELEVATIONS SHOWN ARE BASED ON THE CITY OF GRAPEVINE GIS ! 1 7C=58730 I / i NETWORK MONUMENT NUMBER CC-41M-4. TW=589.00 o f ELEVATION=564.73 Z w I .a,P° 1 l 1 Ili A 8W=583.50 _ _ 1 I I - TC=581 02 --1 TBM /Il - "X" CUT IN MIDDLE EAST SIDE OF CONCRETE INLET W W ITC=580.84. I 4 G=580 52 I LOCATED ALONG THE EAST LINE OF MERLOT AVENUE. J �- 1 G=t58��34 `\ \ APPROXIMATELY 195 FEET NORTH FROM THE SOUTHWEST CORNER OF 0 N d Z �X C-tX7 78 35 •F' 1 i ! I ,TC=580.70 \\ / LOT 4, BLOCK 2• DELANEY VINEYARDS• PHASE II, RECORDED IN 1', cY G 577.3 I II ;I ] I •TC=581 00 1 !G=5 .20 1 N CABINET A. SLIDE 8308, PLAT RECORDS. TARRANT COUNTY, TEXAS. r U Y O • I I i I. 1 - ELEVATION=601.34 r Wll ! sl..� / ti l� - G=580 50_ - \ a,.�, I h 1 }V I A, Gt rc sao.e2 ► m Er 76 z 32 a Q m W p X c �76C f= _ W"Z_1L V LLJmil& 1 IA i I 1 ,II 7P=580.86 -1 I� 1 ,Sqi I I A, O I- 'j'� l TC=581.54 �,1 it ,r }>} I 1 c 81.oa 1 i 1. �. 1 1 a z 7 ¢ H O W r I i I rc=sal.n! m ro Q U :1 1 7�=58;.a9' TC=581.59; I I n LEGEND z a l I I =5 1. ;TW=586.so I 1 3 m H U_' H I I t� BW=583,90 TP=582.28 '. { '.��: �. I I 1 IRON ROD FOUND POWER POLE W a E CRF C P FF=582.50 TP O DOOR=582.48 I 1 1 11 TC=58t.42 - - -. I o N 0 x G :I 1 TP=582.38 M II G=580.92 tR.S IRON ROD SET LIGHT POLE •li TP O DOOR=582.48 1 ! TC=581. 7 I G==58STC= 1799 `�' ,I' - I ! I G=581. 7-}� ►1 I ! I I -T" CUT X IN CONCRETE WATER VALVE E,t .0 5i78n 1 � TP O DOOR=582.48 I i11 n 1 1 EX G 77 '� I ITC=582.00 F.C. 7BMr 11a . I G=581.50 f IN I P. FENCE CORNER POST OSSMH SANITARY SEWER MANHOLE TC=581.76 I ! TC=582.03i I EX 577.E8 r`; TP=582.26 111 I, G=581.2fi C=581.53 ! ASPHALT FIRE HYDRANT `1 TP=579.31 TP 0 DOOR=582A& _ I h- • ITC=582.301 j 1 - - I_ TELEPHONE MANHOLE ®WM WATER METER f ( TP=580.13 TP=587 97 - \ TP=582.26 1 1 g= 7.80 i 1 TP 579 2t / I I I '1 - 1C 8075_rx C 8A 0-'a,.•,1>\=�}pi�,.,�gI7I1..9 II 5,1-:- I. G 57 G=-5 0.25 5G80.5i.80]S6 0 GTC=-55858801 0g 157 7 a 1 T.P=587C.=69 4 Ntl I 1 - --- - - - `a a 5.7 7 •_ TC=581 75 1 581.25 \IG=579.81 TC=580401 ;' It 1 7 81.37 t7 J TC50.01 CC799TC=5810EX 5 i 80.5G ,7 G E 81.75 G=504 TC=581 04 G= 81.25 - G=TC=580.06 TP O DOOR=582.48 G=579.56 28 2TC T - 7 G 57 C76TG6 TC=581.3 C 58 .05 G=580.8956 cZ_9 TC=581.39 1 •T 7 G=58 . G=580.89 '=578.97 TC=580.87 f 1 578. 37 TC-580.99 l Ct= I TC=581.151 = TC579.2t TC=580.50 1 'I G-580.a9 1 G=57 .71 TC=579.54 C=580,00 TC= 47 TC=581.34,,, `1 G=580.65 iC=579.30 LG=579.04`G aG=I I f TC=579.50T_G=5TCaID=.53I7t 9.7 G=580.84 G=579-00G=579. 8 TC=580.2373. 0 -f�-- _ CASE NAME: SONATUR E ASSIST ED LIVINGT 3aDL GC AND MEMORY CAREITC=580.41 - =S 79-81 0 T =58t.00=579.6 -42 _t - =58 0 W=584.35 LOCATON: 5001 MERLOT AVENUETC=578.32 iC CASE NUMBER:CU12 G=57$.32 G=57 1� G579.91 Tc= s,2z N TC=581.15 K \I W=583.00 N I nX - 58 EX TP- 5 8.77--0 - iC=580.59i TC=58t.30 TC=580.75 } TC 580 49 \ \ \ �, Ey T F 5 59J -�� '�' 3 SE G=57999 -�C=_580.09 G=58 .aD \ I MAYOR SECRETARY 1 EX P-587. y-�„' X .m, -_-lYB,7�0.4�1�. _q4 I�1..J G TW o 3.00 \ - \ _ ._ I DATE: �'` 1 Eu. .:,9 ."""�m-m-,",,•im, -8D' TC=581.40�� ` \ BW=,582.50 EX $75.90��� I I' `81.00 �n r'� G=580-90 -,.. )= TC=58666--, \ I '- - PLANNING AND ZONING COMMISSION EX G=.'75.49 11 I G=580 16 1/2'LRF. I f I Lot 2R1, Block 2 e Ex. Bopd;n I I'1 I PRELIMINARY PLANS DRAWN:SRH 1 1 1 N 1 CHAIRMAN I I Delaney Vineyards. Phase B THIS DOCUMENT IS FOR INTERIM DATE. DATF-M19/12 ` I Cabinet A. Slide 8308 1 I REVIEW AND IS NOT INTENDED FOR Zoned: PO --- _ 1 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. SHEET: 6 OF 1D HElar t2-118 1 i I 1- - - EN r� T 202012 N CONFLICT w TN ANY CODES OR ORD NAN R, PE /y 86942 CES I / APPROVAL DOES NOT AUTHORIZE ANY WORN SHEET DATE NO: DEPARTMENT OF DEVELOPMENT SERMCES GP lorr.-A TO �.t 2 12, Bloill, 2 1 1 of it it Lot 3h page 103 pP niy Vlrii,,y.(dtf, Phc,­I; vi yords� Phos? 11 L,IL X__ It Cnbh4f A, 9id,e 790, Slic!6 7909 j et �0 zooiI li II 4­1_ ld, I it THE CONTRACTOR SHALL CONTACT If DIG-TESS AT 1-800-344-8377 A ZI-0 -01 I}li Cr MINIMUM OF 48 HOURS PRIOR TO THE z t COMMENCEMENT OF ANY 00 CONSTRUCTION ACTIVITIES 40 so z _N�17 j-0 15 4- +OIJ6�j+M% PW I-i-M 4-+�OW +04 II W A ------ 39 zu -7 mw x ,ttit %I MW-,L 1z in 0 Z V `101 E9RPIPA G: t x 4 LEGEND ir it I I w I I t__A DRAINAGE AREA NUMBER w P OP Iza J) )I JIM I IL 4 1 T I 14 1 1 0100 an I I DRAINAGE AREA LIMITS I I\, -xxx-- EXISTING CONTOURS P 1 4.50 1 -.X- PROPOSED CONTOURS 6 T ­11- DIRECTION OF STORMWATER FLOW k V_ I TI it II It I it 11 1 13- 1 MOS2 L 4,1 t 4- 4, Block 2 1 : I E I I Lot It! BENCHMARK INFORMATION i 1m: nLItl,Vineyords. --L I 1 i ELEVATIONS SHOWN ARE BASED ON THE CITY OF GRAPEVINE GIS if et A, Sl�d� 30B If w if I i I ?w I I I I , I NETWORK MONUMENT NUMBER CG-41M-4. _j tot WckolYYJJ mail ELEVATION=564.73 a -X-CUT IN MIDDLE EAST SIDE OF CONCRETE INLET TBM #1 ul • ift am it9. I LOCATED ALONG THE EAST LINE OF MERLOT AVENUE. J, -I APPROXIMATELY 195 FEET NORTH FROM THE SOUTHWEST CORNER OF g>r 0 z LOT 4, BLOCK 2. DELANEY VINEYARDS, PHASE 11.RECORDED IN 0_5 Z)L CABINET A, SLIDE 8308. PLAT RECORDS, TARRANT COUNTY. TEXAS. < a 0 77� 0: 1 i ELEVATION=601.34 z w if Im -------------- wmi 5;0 0 ir`P4 it I-0S­3,,\ 1 -i r 5 -4 z !f UJ PROPOSED DRAINAGE CALCULATIONS •E,I DRAINAGE T T,C) (ifloo QIOD ACRES COMMENTS I AREA in n/hr) (CIS) 12.88 TO v PI 1.46 0.90 10 9.80 MERLOT AVENUE J, o P2 0.51 0.90 10 9.80 4.50 TO PROP. CURB INLET if I. N j P3 0.35 0.90 10 920 3.09 TO PROP. CURB INLET ------ 1' 9.80 5.82 TO PROP. CURB INLET r_ P4 0.66 4-� 0.90 10 !if 4�7�_ ­j4 I i!t i4 P5 0.49 0.90 10 9ZO 4.32 TO PROP. CURB INLET PIS 1.16 1 0.90 10 9.80 10.23 TO PROP. CURB INLET I P7 0.55 0.90 10 9.80 4.85 TO PROP. COURTYARD LARGE P8 0.15 0.90 COURTYARD SMALL 10 9.80 1.32 TO PROP. im 051 0.83 0.50 15 9.00 174 DRAINAGE AREA PI TO I' ------I OS2 0.80 0.50__ 15 9.00 3.60 TO DRAINAGE AREA P3 00 TO OS3 1.05 0.50 15 9. 4.73 DRAINAGE AREA P4 _j i OS4 1.09 0.50 15 9.00 4.91 TO DRAINAGE AREA P5 777T 0 P8 O&S4 4rle 1.32, 1 X L J p it n I CASE NAME: SIGNATURE ASSISTED LIVING CUIMEMOR:AND CARE -42 CASE NUMBER 2 f t I LOCATION; 5001 MERLOT AVENUE it WL------- I MAYOR SECRETARY DATE: q. P5 f o go PRELIMINARY PLANS 7R -�: pJ % 1" 1 Ili it PLANNING AND ZONING COMMISSION It :4_ 10 jf ilia I THIS DOCUMENT IS FOR INTERIM CHAIRMAN r 1 10 f REVIEW AND IS NOT INTENDED FOR DATF_W9112 ..D4 DATE: CONSTRUCTION, BIDDING OR PERMIT r PURPOSES. SHEET. 7 OF 10 HEI S'12-146 STEVEN R. HOMEYER, PE 86942 I DATE: 1111212012 APPROVAL DOES NOT AUTHORIZE My Lot I-R!, 81-1, 2 CONFLICT WITH ANY CODES OR ORN WORK SHEET SHE IN COW NANCE ET NO: V:,eyo,ds, phese 11 Cabr-l' A. SiiclC 8309 DEPARTMENT OF DEVELOPMENT SERVICES "A DAM p 6 ?' I!nn 96° To 60AD Page_�of ld ��0 A r. b T r' h -+ -1 "1-+ ; i I ' 1 1 7 ;v I i[t , IL ZLL! J 1---��-'-. L� w 1 I 1 1 P \335� `C 9 �- -I --1--`1 - -1- -r-r I 1 1. T 01 /1/ t: I 170.8( 1 - Z 01 f ' STA 0+00 LINE "A Z INSTALL / r \ ^ \ I ; I _- 0 id LID I 1 5'X5'JUNCTION BOX / ! I I 1 ( 1 !V \ I ! Z F J r p REMOVE & REPLACE t STA 1+38 LINE "A"= ,I I ?I ({ \ V ! p APPROX. 630 SF EX.: 11' STA 0+00 LAT "A-1' t 1 CONCRETE PAVEMENT - /; f1 I !/ ! INSTALL .I ! ,t ! I t !` f 1 1; 'I "� 0 w 80 mOf m 0w� 1-36"X24"X45'WYE s, !\ i' m Z I Ir FL(36)=572.09 1 STA 3+26 LINE "A' I I I I! I 1 I W_J D 1+00 ! FL(18")=572.84 INSTALL co;I I I 1-36"X45'BEND W W LL 2+00 FL(36")=573.04 I 4 ( \ I - -._ r O I `.STA 3+48 LINE 'A" - Z /nj m 3+00., I, %'INSTALL - _F+11 o. r PROP. 18" /I - 1-5'X5' JUNCTION BOX' t' rn�_p -PROP. 36' CL III RCP CL III RCP O I i .I I FL(36^)=573.14 M ? O{:�4 X D y O 0.50%SLOPE_ "4,56%SLOPE��' STA 0+18 LAT"A-1" ,i > \ ' I W p _y q, /'� INSTALL % \ I ? STA 3+76 LINE "A" ! Z IL m p T 3 / _.IN_, I T Ftl 1-10' CURB INLET .INSTALL m r '?I - ,� f 1 / TOP=579.16 , t j! 'i t-3fi"X45'BEND - _ ! 1-D p NI,/ ! / ! FL(18")=573.66 -*---1rts_ !' f FL(36")=573.28 11 a! }. f *. I -- _ _ THE CONTRACTOR SHALL CONTACT n o STA a+77 LINE "a'= DIG-TESS AT 1-800-344-8377 A •, I PROP. 24" CL III BCE' +o ( -_STA 0+00 LAT'A-2" I MINIMUM OF 48 HOURS PRIOR TO THE O 0.50%SLOPE', a - ` (;l INSTALL COMMENCEMENT OF ANY STA 0+25 LAT"A-2 11 1-36"X24"X45'WYE CONSTRUCTION ACTIVITIES ! i(.•. -' r r - - NSTALL ! ¢ 'FL 36"=573.49 !' 1-10' CURB INLET I --.t.FL(24")=573.99 t TOP=579.96 - k �� FL(24")=574A2 _ i 1 II I I v^ -_ti____- I PROP. 24CL[it RCP " / �� �';•__• `!;� ' 1S \\ FF=582.50 11 0.50%SLOPE( ! ,I // // `tr a I , , - ! BENCHMARK INFORMATION STA 0+25 LAT "A 3 Ii•• Ii `, '� ' INSTALL 77 LF INSTALL �: t!`\ I ! i/ Q a (I ELEVATIONS SHOWN ARE BASED ON THE CITY OF GRAPEVINE GIS } 1-10 TOPB5NLET i ,o ~ i NETWORK MONUMENT NUMBER CG-41M-4. C7ui ! - I '-- ! STEEL SLEEVE - + -STA 5+23 LINE A ( ELEVATION=564.73 Z / t ,,� h YSTA 0+00 LAT A-3" 1 --- - FL(27")=57453 - ( INSTALL -�--�__ - >11A W S�I {i I / `C Y h ! yyy t-36"X27"X45'WYE I TBM 11 - "X"CUT IN MIDDLE EAST SIDE OF CONCRETE INLET N } PROP. 18 PVC }'!;_ j I � - LOCATED ALONG THE EAST LINE OF MERLOT AVENUE. J Z l (C900, CL200) r 1 FL(36")=574.02 I APPROXIMATELY 195 FEET NORTH FROM THE OUTH ST CORNER O W N d -1-"-fi O 28k SLOPE ; \FL(27")=574.40 ? LOT 4, BLOCK 2, DELANEY VINEYARDS, PHASE U. RECORDED IN F •r I II t, 51" h I I CABINET A. SLIDE 05. LAT RECORDS. ARRANT COUN • TEXAS. Y { h1,� r i !/ / /: 1+00 \ ti ELVATION=60L3483 COUNTY. }V A 1+65 LAT 'A-4"_ .� ! m\.STA F,.*28 LINE "q^ _-_1t O P T U) J yI - ,; ! INSTALL ! `--- END 3F" RCP ! m O STA 0+66 LAT 'A-4' t I tc ro (n m O O '. - 1-2'X2' CATCH BASIN INSTALL r - -r-- BEGIN 24"RCP ! ; ,� Q ICI / I TOP=582.00- t I i I FL(36")=574.04 (� • 1-z'x2' carcH easiN - - -a _ LEGEND Z O F- g .' f t i FL(18")=579.00 FL 24'=574.04 TOP=5B1.25'STA 0+11 LAT A-4' w ( )- > �i FL(18")=576.23 INSTALL o .`"y ! I of _ : J STA 5+45 LINE 'a"= n •�' \ I q 1-18"Xa5 BEND- o y N ! iJT, I }I I �' P + ?i_ STA 0+00 LAT 'A-4" `10 LRF. IRON ROD FOUND $ POWER POLE _ O >� FL(T8) 574.69. o' INSTALL I 2 t a •} `'* ;' '�- 8"X45' , m` m m o Q - IRS IRON ROD SET LIGHT POLE �/yy r `�+I �' II 3' ! -__n .�.+.__ �. h___ _"Z'I•�- FL(24")=574.13 o U FL(18")=574.38 !' F Y" CUT X IN CONCRETE WATER VALVE N O 3 ✓_. a STA 0+00 LINE 'B" = '' ; ''--"-ice-'- F.GP. FENCE CORNER POST O' ~ SANITARY SEWER MANHOLE CONNECT TO BACK OF EX. CURB INLETI L 'TOP=577.90 1" r ! I - ASPHALT 45 FIRE HYDRANT �.� FL(24')=573 90 PROP. 2s" CL III RCP �' ; I I i u 1 !t a O 0.50%SLOPE N (T TELEPHONE MANHOLE OWN WATER METER tIFF Y------� s •� �''�� ' r ! STA 0+48 LINE "B" � 1 1 i. ! INSTALL r•\t '' �- :oo ,___� li Y ! 1-24"X45'BEND /11 I FL(24")=574.14 1 1 1 t STA 0+16 LAT "A 5 ! a \ INSTALL Q cc I ,•'I .. 1-18"X45'BEND }! $TA 7+70 LINE"A"= I i FL(18")=57677' STA 0+00 LAT "A-5" PRELIMINARY PLANS A J PROP. 24' CL IT RCP i' _ a r,1. INSTALL 3t O .; co \, OOP. $LOPE 1-24"X18"X45'WYE ; THIS DOCUMENT IS FOR INTERIM z } tF +h = r FL(24")=57525 - _ _ _ REVIEW AND IS NOT INTENDED FOR a f FL(18)=575.50 F'r ; STA 1+40 LINE "e' _ - -- CONSTRUCTION, BIDDING OR PERMIT INSTALL STA 0+76 LAT "A-5 h I INSTALL CURB INLET o PURPOSES. 1-10' INSTALL + PROP. 18' PVC + 1-2'X2' CATCH BASIN m ` C900. CL200 �^ ? DATE:N1%12�2072R, PE J/ 86942 •` �) ; TOP=578.97 -"" i TOP=582.00 FL(24")=574 60 q' O 4.619.SLOPE ! 1 i FL(18")=579.00 1 � ! _..a- INSTOF 276�F 1�- - STA 8+59 LINE "A"-OF STEEL SLEEVE I'INSTALL _ - J}i, I'1-24 X30'BEND '- - _ CASE NAME: SIGNATURE ASSISTED LIVING • 'T'`fl' I \ "'N--,_ / AND MEMORY CARE ,y `,y r I FL(2a")=575.70 i CASE NUMBER: CU12-42 LOCATION: 5001 MERLOT AVENUE STA 9+19 LINE A" INSTALL I A 1-10' CURB INLET 1 `\ '\ MAYOR SECRETARY TOP=580 66 } __-_____ DATE: m"gym„ FL(24')=576 00 EX. - - ----- / PLANNING AND ZONING COMMISSION 3! Lot 2R• Block _ X. R L,• rf I CHAIRMAN D�Vft 1 Delaney Vineyc�d,, ?nose .'� ( DATE: DA7E:0618M2 Ccbine; A, Side 8308 ! Zoned: cn H80'.12-U8 � SHEET: a OF 10-- ._- _ -- - APPROVAL DOES NOT MY UTH IZE j ! 1 ' - IN CONFLICT WITH ANY ACODESROR ORDINANCES. SHEET NO. DEPARTMENT OF DEVELOPMENT SERVICES SD Page of /o r 4 w I•" �`(i''q•' 11!..�r Y)f-{I _._--=__ _-_„1— -�-_ a�aa'�37\ -�-dso e tT`—,t t t --- j t i l - - -jI-f--_ Z Im M M _ �-,i W 0 81 �- _{._--'_ - _ __r- '_ t2'O. DF- - - �.w Z.O tit u 7. N tII i�1� r f,' i Y Z9',oai {r d i I o 4o so �> > •{� / r i t t t �N fir• q ( i LL W- ° 1 I + STA 0+10 UNE "A' ! i � ,I j f•3 ZN • r W IY P INSTALL ; r STA 2+89 LINE m I ...._t-8"X6' TEE I j INSTALL \ \ ! ��\ _ -- W_J n . -„111 t-8' VALVE 1-8"X6' TEE - kYl { ,rI 1 i-6"VALVE _�_::::.: 1-8" VALVE ;l ,.\ �i 4 - „� �I 1 i-FH ASSEMBLY 1-6" VALVE Z Z a 0 STA 0+00 LINE A Y 22 LF 6' PVC WL ,' 1`T' ( 1-FH ASSEMBLY INSTALL I I/ (C900, CL200) 19 LF 6' PVC WL 1-10'X8' TSQeV I-IT ! 1 'n d 1p 1 ( (C900, c1200) \ O E91+00 1 4 CONNECT WATER,LINE';,1 � �_�-' ""��Ij I Z+ , _ \s:•\ I m; hI� 1 THE CONTRACTOR SHALL CONTACT a p 2VO \� DIG-TESS AT 1-800-344-8377 A Oh I' / - MINIMUM OF 48 HOURS PRIOR TO THE m I ( Ell STA 3+31 LINE "A" - L - W F DUN I ml _ - IO + ! INSTALL ! _ _ COMMENCEMENT OF ANY PROP 8" PVC WL m p ; 1 d '{ (C900 CL200) ' P ! 1 1-8 X45'BEND ! CONSTRUCTION ACTIVITIES STA 2+97 LINE A" { Ii.! {(1 `Y ♦( '. r ,' - INSTALL; f ! rn I 1-8'X45 BENDI-t- it Ji if El Lull' `:� 1j \l \ ! I .!- �t. � °•c BENCHMARK INFORMATION � o � � - + I it PROP. PRIVATE 29 LF `- � i t I I I y Ex SSMH !� 6' PVC.PROP- SSCO-26 CL200) '~ -_ ELEVATIONS SHOWN ARE BASED ON THE CITY OF GRAPEVINE GIS 0 C TOP-577.37 !� I1 j.-.02.00%SLOPE ) U -�-! ,.}`-*-.' � 1 \_ o NETWORK MONUMENT NUMBER CG-41M-4. FL(6)-569.07 I, ° { I� r - i' PROP. B �` 6 \ _ E'-�-__ ELEVATION=564.73 Z W Exi15'ss 1( 03 (C900. _ -- -- __ . .; S,5'.-_. I ; FL(6)=570.58 +�' ""� � �, -1, f \ \ ! "----_ _ _ TBM Ott - 'X' CUT IN MIDDLE EAST SIDE OF CONCRETE INLET W W ° fl a 1 tJ ✓�,I i 'liL j LOCATED ALONG THE EAST LINE OF MERLOT AVENUE, J a I( I j,. fir.. / ! ( t �\ \ �� i APPROXIMATELY 195 FEET NORTH FROM THE SOUTHWEST CORNER OF 0 N ` 'F LOT 4, BLOCK 2, DELANEY VINEYARDS, PHASE II, RECORDED IN ( Y Q LGY N CABINET A. SLIDE 8308.PLAT RECORDS, TARRANT COUNTY, TEXAS. •ti rl (' I REMOVE EX. 6" PLUG 1 (' I' t II k\ ! r ! ELEVATION=601.34 (�}V ti p 1 CONNECT TO EX. 6' SS I -T t '. 'A" �I_ oI 1 w) FL(6')=570.Ot r +jl I _ 1` 3 cQ_3 '^ <�•'�Ilk 1 i y STA 5+45 LINE o _ Q m 0 INSTALL W STA 5+48 LINE "A" �' W W v _Z LL V ��'hL� ,• ,\ i I �\�` j 1-2" WATER SVC CONNECTION - I it INSTALL c -2" IRRIGATION METER W/OCVAL 1-2' WATER SVC rn �� �fI • I,.. ij �_{_; / 'I ( 42 LF 2' TY"K" COPPER CONNECTION _o i '_ F O W V 1-2' DOMESTIC METER y m x •11t , �' I - ---°^-:__-` '! STA 0+42 LAT"A-1 ,1 W/oGVA LEGEND INSTALL '-- - 67 LF 2" TY'K" COPPER /• i 1-6" PLUG I- ` - i ia.F IRON ROD FOUND LQ POWER POLE W Q e•f'IN ,S ! ! �i STA 5+56 LINE "A' _ (n FF=582.50 INSTALL Y 0 ++ INSTALL �- �- [R.5 IRON ROD SET LIGHT POLE 1-4" PLUG" 11 t t-8"X6" TEE ---___ tt �' •.4\� °j1 ' II PROP. GREASE TRAP(SEE MEP p 1-8' VALVE 1-6' VALVE Tr' CUT X IN CONCRETE WATER VALVE SPECIFICATIONS _ F.Gv. FENCE CORNER POST H SANITARY SEWER MANHOLE SPEC NS FOR DETAILS) •'° 1 t -_ t STA 5+76 LINE 'A .`o 14 LF fi ASSEMBLY O E TBM /1 I "- -_- `' STA 0+00 LAT "A 1 ti�f PROP A- (C900, CL200) I' t ' y INSTALL { (FIR LINE,_ - ASPHALT 45 1'8"X TEE r u FIRE HYDRANT { PROP. FDC -- Q1 TELEPHONE MANHOLE ® WATER METER Vl Lz(''t F 1-8' VALVE ' ! 6 VALVE - �•'I .�y I f I I ? PRELIMINARY PLANS J � I J r - THIS I DOCUMENT IS FOR INTERIM "n Ir STA 10+83 LINE 'A" r 1 -- + -' I k - - - REVIEW AND IS NOT INTENDED FOR y$ I, INSTALL ;t - `�-- ! 1 ! t --- - --___ CONSTRUCTION, BIDDING OR PERMIT IL STA 11+07 LINE 'A" t I i-8"X6' TEE 'r 1 ! I PURPOSES. INSTALL I (' r i-8" VALVE --- STA 7+95 LINE "A' 1-10'X8" rsacv �( 1-6" vglvE INSTALL �! Ir F41 DATE STEVEN R.11/12/20T2R PE j/ 86942 CONNECT TO EX. 10 1-FH ASSEMBLY i` / 1-8"X6" TEE WATER LINEI !` 19 LF 6'PVC WL 1 8' VALVE ° ,� (C900,CL200) ' 1-6' VALVE t !; ` STA 7+76 UNE "A' it+OO -�._�•��10+p0 / 1-FH ASSEMBLY J INSTALL -- -"` 7 C900, CL200) rl , NI•--0 2 L WL ; 1 8"X45' BEND 9+00 ( - r CASE NAME: SIGNATURE ASSISTED LIVING 7' ' I _ ��.•� , O I I f o CASE NUMBER:NDDI MEMORY CARE L }'' + I PROP. 6" PVC WL �' + ! �""`-�`r O ,t� I LOCATION: soon MERLOT AVENUE f2 rrt i— ......:. (C900, CL200) '� v STA 8+09 LINE "A I i \ 1 MAYOR SECRETARY INSTALL I \ Eu:d 1-8"X45'BEND 4- ` ' - _ DATE: PLANNING AND ZONING COMMISSION ( f G 1 DA�k SM Lot 2Ri, BiocK r, EX Ou,rdrny,,, 1 CHAIRMAN I Y ! D2i.f y ✓,'IEy^Jr C.., Phpce 1, w m` Cobine': A, Slide 83G8' DATE: DATE:0419J'12 . SHEET: s of toAPPROVAL ES NOT c��HO0,12-146 WORK IN CONF C WITH ANY CODES OR ORDIZE ANYNANCES. SHEET NO: DEPARTMENT OF DEVELOPMENT SERVICES UP 01 EXHIBIT_LT0020• 2ora U13'3,1 Page_of /o Z 4 m 0. CONCRETE CAP Z F BRICK ROWLOCK >-rn ♦OIZ b u Z W h D MTL. TIES O Z 32" O.C.t]BRICK J " r0 W �'• 8" CMU ON W m �+ o INTERIOR 0 I o CONCRETE FOOTING W�` REF. STRUCTURAL m Z�aP 0—MOT G:"o SCREENING X D GATE 7 W D P 6"XY." SQUARE I`EO a m h Iltm o u TUBE GATE POST O PUN sEcnoN BRICK ROWLOCK BRICK ROWLOCK ONCRETE CAP 6"X6"X)." STEEL PLATE WELDED 7'-10" 6'-0" 1'-10" SCREENING GATE TO POST WITH WATER TIGHT 6"XX' SQUARE SEAL' PRE-CAST TUBE GATE POST.I CAP io BRICK SQUARE TUBE 0 W GATE POST Z FRONT LEFT SIDE GRAPHICS J Z BY OTHERS 0 N d STUCCO VENEER o V Q DUMPSTER DETAIL o - TO MATCH G7? u 11077N lfJli c�.::: .•.:..1 .,..:.,'I,. BUILDING e O{Q[' Z 2"X4"STUD N Q J 1J., STON MATCHER Q ma o BUILDING WOMPACTED ce W Z LL V CSUBGRADE } 9._e. F—Z W U —, QQ TING 12' MINIMUM CONCRETE RUCOTURAL •}•, �• 0 W F' PROVIDEIBBED STOP TO ENTRY SIGN - ELEVATION ENTRY SIGN - SECTION 2"x2"x14 GA. ANEL U";TOF ENTRYREVENT REMOVAL BE FRAME PANELS PLUNGER ROD ggs MONUMENT SIGN DETAIL 4 1/2• FULL lror ac�rs SURFACE HINGE (3 PER POST) " rn I 0 MM P v[ 6"XY." SQUARE � J TUBE GATE POST ru 3" 1/2'0 PLUNGER ROD 0 I I (EA. GATE) I ( > s z I I 6'xl8"0 3000 PSI CONC. DRILL I I cz ' I SHAFT W/4-#3xS'BARS(SEE LJ DETAIL FOR BAR PLACEMENT) u 6"xX" SQUARE�12"0 DRILL SHAFT TUBE GATE POST 4-p3x5 BARS (TYP) CASE NAME: SIGNATURE ASSISTED LIVING AND MEMORY CARE DRILL SHAFT DETAIL LOCATION: ALOT AVENUE NOT TO SCALE DUMPSTER SCREENING GATE DETAIL MAYOR SECRETARY NOT TO SCALE DATE: PLANNING AND ZONING COMMISSION PRELIMINARY PLANS mAWPk sm THIS DOCUMENT IS FOR INTERIM C/1AIRMAN REVIEW AND IS NOT INTENDED FOR DATE: DAM09M9✓12 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. SHEET: 10 OF 10 HEI t 12-146 STEVEN R. HOMEYER, PE # 86942 DATE: 11/12/2012 NCFC q� Y CESZED�EI TN MO OR ORDINANCES- SHEET NO: DEPARTMENT OF DEVELOPMENT SERVICES DET