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Home My WebLink AboutSP2020-04BENCHMARKS CITY OF GRAPEVINE CONTROL MONUMENT - NO. 12 ALUMINUM CAP IN SECURE ACCESS COVER STAMPED "CITY OF GRAPEVINE, MON. 17' LOCATED *720'EAST OF INTERSECTION OF MULBERRY BLVD. AND ALTAREST DRIVE IN SHADOW GLEN PARK. ELEV. = 576-96' BM #1 "I FOUND ON NORTHEAST CORNER OF CURB INLET *4V SOUTH OF CENTERLINE OF BEAR RUN DRIVE AND *145'EAST OF CENTERLINE OF NORTHBOUND SERVICE ROAD FOR STATE HIGHWAY 121. ELEV. = 553.56' BM#2 'I FOUND ON CONCRETE CURB ±556SOUTH OF CENTERLINE OF BEAR RUN DRIVE AND ±75' EAST OF CENTERLINE OF NORTHBOUND SERVICE ROAD FOR STATE HIGHWAY 121. ELEV. = 578.04' CITY GENERAL NOTES • NO OUTSIDE STORAGE, EXCEPT FOR REFUSE DISPOSAL SHALL BE PERMITTED. REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM PUBLIC VIEW. • MECHANICAL EQUIPMENT LOCATED WITHIN 120FEET OF ANY RESIDENTIALLY ZONED DISTRICT MUST MEET THE STANDARDS ESTABLISHED FOR NOISE REGULATION AS STATED IN SECTION 55 PERFORMANCE STANDARDS. • MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING AIR CONDITIONING UNITS, SHALL BE DESIGNED, INSTALLED AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. • LIGHTING SHALL BE DESIGNED TO REFLECT AWAY FROM ANY RESIDENTIAL AREA. • THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET. • ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION ORDINANCE SHALL BE MET DURING THE PERIOD OF CONSTRUCTION. • ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. NOTE 1. SITE PLAN SP20-04 IS TO ALLOW FOR SHADE STRUCTURES. LL vO- d0 Z w _j m < 0 z w w W F- JAMES BOQUE TODDFOX h I _ I INST NO. D217226258 LOT 7 INST NO. D211127798 O.P.R.T.C.T. O.P,R.T�C.T. X BEAR RUN ADDITION h F PH :1 VOL. 388-176, PIG. 6, LOT6 LOT2R MIS ;-t . arf uwr aff Uva VICINITY MAP (NOT TO SCALE) BEAR RUN ADDITION LOT 3R, BLOCK A ii CAB A, SLIDE 1735 6U B.S. P.R.T.C.T. OAK HILLS PLAZA LOT 1 R, BLOCK I Ile, 2.5496 ACRES t ZONING: PROFESSIONAL ( J OFFICE DISTRICT (PO) 4). C14 100, - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - i 1 ZONING: SINGLE FAMILY L EX 24'U.E DISTRICT (R-7.5) CID - - - - - - - - - - - - - - LOT 4R \`� ! L------------- DC 10'U.E F - - - - - - - - - - - - L 24.00' F.A.U.E. L 10' L.S. BARREL -MOUNTED BARRICADE EX. 15'U.E __S89461 9-W _- - - 493.761� - - - - -- now 4.0m tea. Now amm LOT 16R L- - - - - - 10'L.S. (.10 T BART DALTON D.E. INST NO. D214170333 0 011 11 O.P.R.T.C.T. CP - - - - - - - - - - cc; EX. 10" 2W9 R .j -4 X. RETAINING 7W.E. -4 Cq CID I ALL .10, V.3 C\1 if A��L �10 0 ' I ` , i W.E. (TYP) 100'R X4 I ) -FL NO CURB L C14 ( - EX. ADA 69.58! 10.60, PARKING (TYP.) 124.75',To CENTERLINE OF ROW ON WESTPORT DRIVE EX. ADA EX. 10 SIGN (TYP.) .4e W.E. EX. ADA EX. OVERHANG STRIPINGe EX. 6 EX. 8' #10 .00!1 SWLK SWLK EX. MECHANICAL EX. 6' BRICK EQPLANS FORUIPMENT. R3 DETAILS EF. MEP 91.74! SCREEN WALL ""! EX. BUILDI NG NO CURB,,, 0#1 z SIGN LOCATION. REF. ARCH PLANS .00 OAK 1111L.L.,"> rL^4^ I ; I . : 11 1 1 ; A5V?' LOT 2R, BLOCK 1 P4 COVERED FOR DE S 10.1 f 2.5496 ACRES PA KING I 71.06'TO CENTERUNE OF I 1 ROW ON WESTPORT DRIVE I I in A. SWLK 5' CURB loe :w OPENING z < SWLK EX, DUMPSTER REF. ARCH PLANS n C\1 8 FOR A _j DETAILS w ±1 1,000 S.F. NSY 0 .001, I > ONE-STORY OFFICE a. FFE = 575.75' / po / (Q Q z 0 LL 0 EX. OVERHANG .01 COVERED 0 J-41 PARKIJG ( �/ _ j 401 Ile 10, 5' CURB OPEN[ VG 0 END 6" ,--'END 9' 263.1Z TO MECHANICAL ErUIPMENT FOR SIDEWALK m 0 CURB ICURB 0 PATH U_ EX. POWER iL 5' CURB OPENING _j 0) uk POLE SIDEWALK - ll� I&L.S. & B.S. w CM PATH H11111. mom "mm awm .0m am= mom 41D S89*4619"�V 493.61' EX. MECHANICAL END 9' �--EQUIPMENT--REE.. MEP ---------- ---- CURB- _CURB PLANS FOR DETAILS f: v SITE NOTES ---------- --------------- ----------------- EX. HEADWALL E 6 f: - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT In Cb BUILDING FOOT PRINT DIMENSIONS. -0 6i C FCC: BFR 1 EX. FIRELANE 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND FINAL GEOTECH REPORT FOR BUILDING SUB GRADE PREPARATION C14 a0 REQUIREMENTS. 04 r 74 - - - - - - - - - - - - - -- - - - - - - - - - - - - - A 3. COORDINATE INFORMATION FOR RETAINING WALLS ARE LOCATED AT C'j 0 L THE FACE OF THE EXPOSED WALL AT GROUND SURFACE ELEVATIONS. co -1 4. ALL DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, OR PERTH UNITED LIMITED LOT I R, BLOCK I ZONING: COMMUNITY PROPERTY LINE UNLESS NOTED OTHERWISE. hi PARTNERSHIP INST NO. D204309488 VENCOR GRAPEVINE COMMERCIAL DISTRICT (CC) ca 0 0 CAB. A, SLIDE 5993 5. ALL CURB RADII ARE 3' OR 19 UNLESS NOTED OTHERWISE. O.P.R.T.C.T. P.R.T.C.T. L S 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE CONSTRUCTION SPECIFICATIONS. Em s 7. CONTRACTOR SHALL REFER TO M.E.P. AND LANDSCAPE PLANS FOR CONDUIT PLACEMENT PRIOR TO PAVING. E SITE DATA SUMMARY TABLE LOT SIZE LOT SIZE Zoning BLDG AREA Building Height Lot Coverage Floor Area Ratio Parking Accessible Parking TOTAL IMPERVIOUSNESS OPEN SPACE (SF) 8. RETAINING WALL MATERIAL AND TYPE SHALL BE APPROVED BY THE >, E (AC) (SF) Proposed Use (SF) Max Prov Req (Max) Prov Req (Max)l Prov Req Ratio Req Prov Req Prov AREA (SF) REQ 20% (SF) PROV. (SF) PROV. (%) OWNER. 0 '0, 2.5496 111,063 PROFESSIONAL OFFICE DISTRICT OFFICE 11,0w I Story (207 I Story (20') 60% 100/0 1.0 5 plus 0.10:1 42 42 2 2 49,886 44.911/6 22,212 61,175 55.1% 9. REF. ARCH. PLANS FOR SIDEWALK CONNECTION AT BUILDING FACE. 0 E LM E S GRAPHIC SCALE IN FEET 01 15 30 60 1 1 1 MR" Tr I LEGEND mmr_ IlM PROPERTY LINE SETBACK LINE - - - - - - - PROPOSED EASEMENT =1 - - - PROPOSED RETAINING WALL - FL PROPOSED FIRE LANE - Id w PROPOSED WATER LINE SS PROPOSED SANITARY SEWER LINE PROPOSED STORM LINE EXISTING OVERHEAD POWER LINE EXISTING CABLE LINE EXISTING GAS LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM LINE 575 PROPOSED CONTOUR 575 EXISTING CONTOUR 0 PROPOSED FIRE HYDRANT (FH) (3 PROPOSED FIRE DEPARTMENT CONNECTION (FDC) El /9\ BARRIER FREE RAMP (BFR) 0 PROPOSED TRANSFORMER LOCATION 0 NUMBER OF PARKING SPACES PER ROW EXISTING POWER POLE EXISTING LIGHT POLE 0- EXISTING FIRE HYDRANT 0 EXISTING STORM MANHOLE EXISTING SAN. SWR. MANHOLE EXISTING SIGN B.S. BUILDING SETBACK L.S. LANDSCAPE SETBACK SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES LAN E SHEET: 1 of 5 DEPATMENT OF DEVELOPMENT SERVICES m A z z w of ca z 0 co Ix n w w w 0 (f) z 0 LU w R 'IT M Lm 0 LO r- 00 C14 j ix- rn 0 LL Z 2 6() w rr_E-L r ¢ u- c) 0 -.7 & CD () != 0 cu"; ;;� ct� (1) 1 Ix w W 0 m Z < �- C) -r 5) ZU)ww z w 2 0 0-^x < Z-w 0 �: 0 x ief , TW, < U) w _j 0_3 Z w w Ew Of 0) < 0 af x w c) CID (o Lm 0 V, C13 as CL _j w 5:5 al: Z (A Ir `0 a, ni co 0 w w x: Z CO 0 0- M cf) C0 W 7: W Lj DIMENSIONALF < CONTROL SITE PLAN OAK HILLS PLAZA z > LOT 2R, BLOCK 1 MM W FEB 4 2091 < w BEING 2.5496 ACRES OUT OF THE G.hfy = N (D�e p BELL SURVEY, ABSTRACT NO. 234 O 0CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS CASE NUMBER: SP20-04 OWNER: BOB MOORE CONSTRUCTION 1110 NORTH WATSON FROAD ARLINGTON, TX 76011 TEL:817-640-1200 CONTACT: ED MCGUIRIE DATE PREPARED: 01128/2021 DATE 01/28/2021 ENGINEER: KIMLEY-HORN &ASSOCIATES PROJECT NO. 5750 GENESIS COURT, SUITE 200 068171002 FRISCO, TEXAS 75034 SHEET NUMBER TEL: 972-335-3580 FAX: 972-335-3779 CONTACT: ROY BRASWELL, P.E. 1 OF8 as LU I Zqr— (/// _J CN i— _(0 o b O U) U') EL W _ .._I ti .AZtoF- --I W U 4-.F- LUM It � QQ WUd I .v<3 , A' I .441 4 Z W 1,° 'M UJ04 f LQ a V 06 F- co 0 I. A' ° A4 A • q BDF64 — T, VCRETE i kAQWALL GENERAL NOTES - SITE PLAN 1. REFER TO CIVIL DRAWINGS FOR DIMENSIONAL CONTROL GRADING AND DRAINAGE, UTILITIES, PAVING AND OTHER CONSTRUCTION ITEMS. 2. REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE, PLANTING, IRRIGATION, SITE LIGHTING LOCATION, LANDSCAPE DRAINAGE AND OTHER LANDSCAPE CONSTRUCTION ITEMS. 3. REFER TO ELECTRICAL DRAWING FOR SITE ELECTRICAL, SITE LIGHTING CIRCUITING AND CONTROLS. 4. REFER TO PLUMBING DRAWINGS FOR BUILDING STORM, DOMESTIC WATER, WASTE WATER AND FIRE PROTECTION CONTINUATION FROM SITE UTILITIES. 5. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH GRAPEVINE ZONING ORDINANCE — SECTION 25. M.2.ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH GRAPEVINE ZONING ORDINANCE — SECTION 25. M.2. A :e d ° 4 PRO ERTY LI E __---------------- -.-- 10 LANDSCAPESI_TBACK d ° .A d v d_ I 4 A RIM = 565.0± 1 4 FL 8"PVC(N)=556.0± I A _ .d a <. FL 8"PVC(E)=556.1± I a A a� '. d .. I 15' UTILITY I a'A -" 'A EASEMENT < RIM = 569.9± jl FL 8"PVC(W)=554.8± FL 8"PVC(S)=554.8± I FL 8"PVC(N)=554.7± I 10' UTILITY a. EASEMENT y CAB. A, SLIDE 5796 1 y P.R.T.C.T. _ • I .t � 1 ---------.------.= --------- —.-. .....-----__"a••—'"-_ ---------------------------- ------ --- ----------- SPOIL PILE U \ CAB. A, SLIDE 5796 6 P.R.T.C.T. .. d • .---o--- - - - - d - °- = n RETAINING WALL d4. A. SIGNAGE LOCATION ° 24' MUTUAL ACC SS /� \ EASEMENTP \ e.. CAB. A, SLID 796 - \ v - ° P.R.T.C.T. SIGNAGE LOCATION = 'q -A W 1 ¢ - - -- - - - _ -- - OAK HILLS PLAZA 24' UTI1 EASEM CAB. A, BRICK SCRI.E PIING it I WALL W/ C LUMNS & C C1jtETE 1� FOOTING .0` [EAST OF PROP TY LINE I FLEC. MLTER e Q 1-20'x30' STEEL & FABRIC PARKING STALL COVER -SEE � SECTION 2 7 i 93' - 9" ♦ i f Q ' UJI -d LOT 2R, BLOCK 1 \\ ABLE T EAS DEBRIS — y,�' • e a ~-_— - "'- _- - - F OF DEBRIS ' 2.5496 ACRES �\ 3 I #I� K tf UL 25 F - I IT a 1 25 CAP ER = �► ° SPOIL PILE _- ;: _ \ i4 CAE• - - N / TYP. - - - - - - - - TRANSFORMER 14 Aa A. i - .4 ! i _ ♦.♦♦♦ DUMPSTER A d.< RETAINING WALLA. - 1 r _: _ __ _ ♦.♦ ° 1 °,'_--- "a 1 HR R UNLIMIT —-----------._-_------ --- . d - - GRATE INLET LU I ra� i i I y� d I— d ' 4 w l- Q- e 4 v ° d - x .d . I Iv ♦ K L WALL W/ C DWMNS I -"_TIDY_. _--------- ---' --•♦�— --- —--------—C_OVE_RS SEE`--------CSaNCRETE— ; .d - ' SECTION 2 FOOTINGrA ^\ -� ON PROPERTY LINE F _CAS: IDE 5796 4 ——_ - T. 1 6 0 d d.. - _ A 1 d' SIDE YARD SETBACK PROPERTY LINE 4- d - - _S_- _ v r .4. n� ':'� AG °- _ °•• da .v °d. � ��^sl� _ � .. � .ev - - v �� 4'°. .. A - ° - v �d....A e: .° v+ .•v .. 4 ° 'A -e° ° ...-, _.'.-�°° s°. -A °. 4-. A-. a 4� ..Av 4 v•.d' 4 e /J °' d' d w. Q. a. a' e < .d a' a .a•A. 'A. - -.v •A - '" ♦♦ TEEL & FABRIC BRICK SCREENING \- _ _ __ _ =. _ - _ _ _ ♦.' PAR ING STAL 3 4 PARKING SPPO&F EEARSC RS ITTT: ' ' de. DSITE PLAN SCALE: 1/16"=1'-0" No portion of either shade structure is permitted within the fire lane. No Lighting FA SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORD IN CONFLICT WITH ANY CODP-S OR ORDINANCES 0-S P NNE DATE �1 SHEET: 2 of 5 DEPATMENT OF DEVELOPMENT SERVICES ARCHITECTS Project t.= BOB MOORE CONSTRUCTION OFFICE BUILDING 3611 WILLIAM D. TATE AVE GRAPEVINE, TX76051 Authorization I Design Team OWNER BOB MOORE CONSTRUCTION 1110 N WATSON RD ARLINGTON TX76011 (817) 640-1200 ARCHITECT GDAARCHITECTS 3090 OLIVE STREET, SUITE 500 DALLAS. TX 75219 (214) 725.33M CIVIL IOMLEY--HORN ENGINEER 5750 GENESIS COURT, SUITE 2DO FRISCO,TEXAS (972) 335.3580 LANDSCAPE BELLAFIRMA 4245 NORTH CENTRAL EXPY, SUITE 501 DALLAS, TX 75205 (214) 8657192 STRUCTURAL MC HALE ENGINEERING ENGINEER 20DO G AVE, SUITE 800 PLANO, TX 75074 (972) 423-5908 MECHANICAL VENTURE MECHANICAL ENGINEER 2222 CENTURY CIRCLE IRVING, TX75062 (972) 871-13W ELECTRICAL FOX ELECTRIC ENGINEER 1104 COLORADO LANE ARLINGTON, TX 76015 (817) 461-2571 PLUMBING S$T PLUMBING ENGINEER 804 W SHADY GROVE IRVING, TX 7M (972) 259-5286 Issue Package No. Date Description I 1 2019.01.14 ISSUE FOR PERMIT I 2 2019.02.25 PERMIT REVISIONS 3 2020.10.01 ADDED PARKING COVERS 18008.00 Sheet Title SITE PLAN Sheet Number Al, 1 ICOPYRIGHT02015 ('ACF All IRAMCD• CD7/1 t1A 40'-0" 7'-9" 2001 7'-9" __________________________ f= � 1 GE) \� 30'-0" i \\ // o N PLAN VIEW STRUCTURE B ; AM PLAN VIEW STRUCTURE A �_ 'a (V � O E 40'-0" 30'-0" ------------------ FOR FOOTING AND MOUNTING DETAILS /r- REFER TO PAGE 3000 FINISHED SURFACE \� FRONT ELEVATION STRUCTURE B 80'-0" - 40'-0" 40'-0" 6 1/2" 2001 6 1 /2" I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - --------------\--- i FOR FOOTING AND MOUNTING DETAIL$ REFER TO PAGE 3000 r � � FRONT ELEVATION STRUCTURE A FINISHED SURFACE 2001 0a 1--4 20'-0'" PLAN NORTH FOR TRUE NORTH SEE CUSTOMER'S SITE PLAN 00 5" x 5" HANDHOLE FINISHED SURFACE SIDE ELEVATION APPLIES TO BOTH STRUCTURES �t SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES ATE SHEET: 3 of 5 DEPATMENT OF DEVELOPMENT SERVICES CASE NUMBER: SP20-04 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF USA SHADE AND FABRIC STRUCTURES AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. CORPORATE HEADQUARTERS 2580 ESTERS BLVD., SUITE 100 DFW AIRPORT, TX 75261 800-966-5005 CERTIFICATIONS: KS CERTIFICATION No: FA-428 CLARK COUNTY MANUFACTURER CERTIFICATION NUMBER (NEVADA): 355 CUSTOMER: BOB MOORE CONSTRUCTION PROJECT NAME: BMC OFFICE PARKING LOCATION: GRAPEVINE, TX. PROJECT NUMBER. 75922 STRUCTURE TYPE: SINGLE JOINED HERITAGE CANTILEVERS SIZE: VARIOUS SCALE: AS NOTED DRAWING SIZE: B z O v z cn O O a v o N W W W a W _I w re Eng. By: SA 10/23/20 Design By: SA 10/23/20 Approved By: SA 10123/20 DRAWING DESCRIPTION: VIEWS & DETAILS DWG. 75922-1.0 PAGE 2000 REV. NC p CC�C OWE. FEB 4 2021 By r <C N p 0= Z� �I m <t i Q T i W Z _ W a W w Q H I-' Q U) _ a 0 N a N N a z 0 w 0 (L N89■27'06"E473.92' 1 + rrr — III I +. ++.+ +++++ ,++ /+ ++ +t O + + + + +OSIG + +,+ + + + + + CA O 1 I (�++ �+-++-��+++++/ T+ ++++++ + ++++++ ++ ++++++ '++++ ++++++i O } .. + + + + +' 1 }++++++. O ++ _+++++ + "+++++++++= ++-++++ + + + +4 ++++++, _ I . + +1 + + +(+++J + +++4, ++++ + +O +++ 2 UTU ACCES +++ ++ + NT O Oi+ ++ +++++l+++CAB. A, SLIDE 5796++ . +++ +++++++. P.R.T.C.T. 1 { I +++,+ +;+t +t+ z i I+++ + '\�`` +++++ +++}� j +;+ + + + +. �� 1 I } +.++++ O + + + + + + +; +++++ +++ + +++++++++� Q W I ++ .+ + +. + :r + + W p I I +++ + +++++++++++ EXISTING TREE }cif- I I +.t `` ++,++++ + + + + + + + TO REMAIN, TYP. a[U [+;+*) +,+++++ oQ tl I *++,++*++ ++++++*+++++. Oil I I +}+}+; +I+ +++++ L ++++++ 15' UTILITY EASEMENT + , + +. _ + + + .+ + + CAB. A, SLIDE 5796 {+'++ +'+i,+++ + : + + - + +', + + +',. + + P.R.T.C.T. O 1 F+t++ +++.,+++ +i+i++ +',+++++• +:+t 4; +++++,+ + +% + + +. t + +t+ + + +,+ + + + +, + + + + HYDRO I • +,4 !+ + +, + ,.+ + + t +,+ + + + ,+ + + '+ +, + }+ + I ------I W/ TEMP 1 + + + + +':, + + ++,+ i I O + _. +, 4- +, + + i m I i O +++ t ++/++ + + + :+ } + + +, + + + +. + '.+ +. + + +; + ! + + + + + + I +' I + i + /+ t + + + + + •' + + - - :.: LQ i , (. - t J. SOD F r . - , lit 1 f - 2'- ly Iu CAB.. I.- 1 (. .........._.-...... i y�%. 1/ I5 - 32 -, I:- j I SG { \ �.. - 2 5 _ _ 3 N .t' BID - - R Z ii.. ,.. 4 { $: :SCIDE:5796 -•- EXISTING TREE W (OI( : �. ;) SJ .. ,/.._-:....•. \ TO REMAIN, TYP. " 29 Q O ( ( 26 460 69 GM — ~ 25 FRONT UILDINd SETBAC R F b Q 25' LANDS APE BUOFER aN LIR DW _ O a / j :f + CAB. A, SLI E 5796 96 3 ' �P.R.T.C.T. � 1'- � • I I � � o0 BOULDER,F' F SP 1 -1 RR r•. Z 13 _ _ r w W N p a, . _ 32 5 Ix rye .t�-.�i .i PA N I ( TS SP 1;®`cw �, 16 WLG - — I y 1K : .. - SG CL 00 y 7_ \ _ } - - -! - -cv �-- { _ \ EXISTING TREE - 39 Lj I---_L_— -----_ —�------'— TO REMAIN, TYP .-------..,..__......----------- — — — — ---------------�1— — — — — — — — — — — � 10' UTILITY EASEMENT 24' ACCESS EASEMENT I I CAB. A, SLIDE 3716 CAB. A, SLIDE 3716 l 1 P.R.T.C.T. P.R.T.C.T. I I I I I_ .1 ---I------------t------------- ---- _ .-------------------- .......... 11 �( ( �� (� I I � I :1 1 ! I 10' LIjjT,,Y MENT LI�_ — P. T.C.7".LIDE 796 0 BEAR LOT CAB 7 � 74196 ILLS PLAZA R, BLOCK 1 ACRES O ( I j 7.5' UTILITY EASEMENT w, 60' BUILDING SETBACK I CAB. A, SLIDE 1735 I a - - B. A, SLIDE 5796 P.R.T.C.T. P.R.T.C.T. 1, 1 ----------------------------------------------- I l O I 1 I - - EXISTING TREE I ( 1 I TO REMAIN, TYP. 1 I it f I I --- --- ---------------------------- \ ( I I I LOT 4R \ I I I dl I --------------- - t �� +++ I ++-++ - II I II ++++ +++'+ +++,, + '++•{+ ++ ,+ +++++;+ ++ ri--- - - - - - - - - - -- ++++++I+,t+"+r++++ + + +;+ + t,"15' UTILITY EASEMENT +'+ +'++++++ CAB. A, SLIDE 1735+++ HYDRO HYDRO +++ + + 1•++ 1+ . ;+ + + P.R.T.C.T. ++'+ + + 4• + �+ + + + 1+ . + + + + , + + ,I+++++++%%.++%A T ++ + +++ +++++++tt+++++++++ I �10' 11TILIT`fi EAIMT+"++++++ + ;++*++'+++ I +, �+ + +:+++ + + + +• +++ + / CAB. SL ® � 6 + +- + + + }: + + EXISTING 6- HT. 4- .. + + + + + + + + + + + + + + + + + + +:++ + �`+ + + + + + + +.+�+ + + + + + + + + +. 1 RT+C + + + + + + + 1 BRICK SCREEN WALL + + + + + + + + + + + +. + +; + + /+ + + + + +.. S89.4�1W-493.76' "+ + + + + ;+ +t+ I LOT 16F 7. - 1 s CV BA I X 1 •i, I =.1 :��-- INST N -I - O 1 f I, 1 -- MFG RR 2 I CE ( I \-124" MULCH BED, ---TYP. TYP- AT B.O.C. / CE3 Dw RR MFG CE t3 - � - •�_ � { � - 1 - �: { I CE 34 N I - AN MF G - i i ;l GM GM/- Y _ i 2 SQ ;'� + I 23 'STEEL FA P DW A _PARKINGI Q STA FAB OVEIL R y, o , I S OD O C 00 0 OAK HILLS PLAZA l; - -/' }- 0 / :-; {''f o soD LOT 2R BLOCK 1 i Ns-, _ - '': '--• ,"..- .:� I _ RR 2.5496 ACRES I to 3 ARTIFICIAL HORSETAIL PD REED, COORDINATE jam. 70 WITH OWNER / MFG 23 i 00 STEEL F I: t j .. ; DR 00 ARKIN 7 STA.' EXISTING B' HT. BRICK SCREEN WALL LISTING TREE REMAIN, TYP. NOTE: Plant material selected to screen the vehicle use areas from the right-of-way and from adjacent properties shall be a minimum of thirty (30) inchr4s in height at the time of planting and be the type of species that will attain a minimum height of three (3) feet one (1) year after planting. PLANT LEGEND SYMBOL COMMON NAME AN Andorra Juniper BO Bur Oak CE Cedar Elm CV Crossvine DR Red Drift Rose DW-1 Dwarf Wax Myrtle DWM Dwarf Wax Myrtle GM Gulf MUhly LIR Liriope'Big Blue' LO Live Oak MFG Mexican Feathergrass NS-1 Nellie R. Stevens Holly NS-2 Nellie R. Stevens Holly PA Parry's Agave PD Podocarpus RB Oklahoma Redbud SC Seasonal Color SG Salvia Greggii 'Red' Si Sea Green Juniper SO Shumard Red Oak SP Spartan Juniper TS Texas Sage 'Green Cloud' WLG Weeping Lovegrass HYDRO Common Ber nudagrass SOD Common Bermudagrass TEMP Temporary Irrigation DG Decomposed Granite RR Colorado' River Rock BOULDER Landscape Boulder REFER TO L4.02 FOR PLANT LIST \ \ �� 10' UTILITY EASEMENT \\ ` -- ; 5: - CAB. A, SLIDE 3716 \ ----------------------- - P.R.T.C_T_--------- PERTH UNITED LIMITED i 1 f LOT 1 R, BLOCK 1 PARTNERSHIP VENCOR GRAPEVINE INST NO. D204309488 CAB. A, SLIDE 5993 I 1 O.P.R.T.C.T. P.R.T.C.T. I 1 SCALE: 1" = 30'-0" BELLE N 0:: 15..< ...30 60 u FIRMA SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES . aC152 CAU '3�, j DATE SHEET: 4 of 5 DEPATMIENT OF DEVELOPMENT SERVICES CASE NUMBER: SP20-04 • 4245 North Central Expy Suite 501 Dallas, Texas 75205 214.865.7192 c f;zkce ARCHITECTS I Project BOB MOORE CONSTRUCTION OFFICE BUILDING 3601 WILLIAM D. TATE AVE GRAPEVINE, TX 76051 ARCHITECT CIVIL ENGINEER Authorization 1 10/29/20 Design Team BOB MOORE CONSTRUCTION 38M WILLIAM D. TATE AVE GRAPEVINE, TX 78051 817-84D-1200 GDAARCHITECTS 3MOLIVE MEET, SUITE 500 DALLAS TX 75219 214-725-3368 KIMLEY-HORN 5750 GENESIS COURT SUITE 200 FRISCO TEXAS ' 972-336-35W Issue Package No. Date Description 1. 2019.01.14 Issue for Permit 2. 2020.02.11 Coordination 2020.08.20 Owner Comments E3. 4. 2020.10.06 Owner Comments 5. 2020.10.26 Owner Comments I 6. I I 1 I I 2020.10.29 I I I I I I City Comments i Job No. 18008.00 Sheet Title I LANDSCAPE PLAN Sheet Number L4,01 ICOPYRIGHT ® 2015 I PLANT LIST SYMBOL BOTANICAL NAME COMMON NAME TREES BO Quercus macrocarpa Bur Oak CE Ulmus crassifolia Cedar Elm LO Quercus virginiana Live Oak RB Cercis canadensis 'Oklahoma' Oklahoma Redbud SO Quercus shumardii ShUmard Red Oak SHRUBS/GROUNDCOVER AN Juniperus tobira Andorra' Andorra Juniper CV Bignonia capreolata Crossvine DR Rosa Red Drift' Red Drift Rose DW-1 Myrica pus illa Dwarf Wax Myrtle DWM Myrica pus Na Dwarf Wax Myrtle GM Muhlenbergia capolaris Gulf Muhly LIR Liriope muscari Big Blue' Lir" 'Big Blue' MFG Nassella tenuissima Mexican Feathergrass NS-1 Ilex spp. %Nellie R Stevens' Nellie R. Stevens Holly NS-2 Ilex spp. %Nellie R Stevens' Nellie R. Stevens Holly PA Agave parryi Parry's Agave PD Podocarpus macrophylkis Podocarpus SC Seasonal Color SG Salvia greggii Red' Salvia Greggii 'Red' Si Juniperus chinensis 'Sea Green' Sea Green Juniper SP Juniperus chinensis 'Spartan' Spartan Juniper TS Leucoahyffum frutescens 'Green Cloud' Texas Sage 'Green Cloud' WLG £ragrosris curvula Weeping Lovegrass HYDRO Cynodon dactylon Common Bermudagrass SOD Cynodon dactylon Common Bermudagrass TEMP Temporary Irrigation QTY. SIZE REMARKS 9 3" cal. container grown, 12' ht., A' spread, 4' branching ht., matching 9 3" cal. container grown, 12' ht., A' spread, 4' branching int., matching 5 3" cal. container grown, 12' ht., A' spread, 4' branching ht., matching 5 3" cal. container grown, 8' ht., 4' spread min. 10 3" cal. container grown, 12' ht., A' spread, W branching ht., matching 123 5 gal. container full, 20" spread 18 5 gal_ container full, (6) 15" runrners min. 59 5 gal. container full, 24" spread, 20" ht., 18" o.c. 131 30" ht. container full, 20" spread, 24" o.c. 92 5 gal. container full, 20" spread, 36" O.C. 98 5 gal. container full, 36" o.c. 460 4" pots container full top of container, 12" D.C. 305 1 gal. container full, 24" o_c. 17 7 gal. container full to base, 36" ht., 36" o.c. 18 6' ht. container fill to base, 60' o.c. 32 5 gal. container full 6 15 gal. container full to base, 36" spread 325 4" pots container full, 12" o.c., selection by Owner 16 5 gal. container full, 20" spread 36" o.c. 44 30" Int. container full, 24" spread, 36" D.C. 14 15 gal. container full, 24" spread 100 30" ht. container full, 20" spread, 36" D.C. refer to Weeping Lovegrass notes hydromulch, refer to note.0 solid sod, refer to notes temporary irrigation until 100% establishment MISCELLANEOUS DG Decomposed Granite 4" depth, with weed barrier fabric RR Colorado' River Rock 2"-4" dia., 4" depth BOULDER Landscape Boulder 1.5 ton min. with irregular shape NOTE: ALL TREES SHALL HAVE STRAIGHT TRUNKS AND BE MATCHING WITHIN VARIETIES. PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN. ALL HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INEICATED. PLANT MATERIAL SELECTED TO SCREEN THE VEHICLE USE AREAS FROM THE RIGHT-OF-WAY AND FROM ADJACENT PROPERTIES SHALL BE A MINIMUM OF THIRTY (30) INCHES IN HEIGHT AT THE TIME OF PLANTING AND BE THE TYPE OF SPECIES THAT WILL ATTAIN A MINIMUM HEIGHT OF THREE (3) FEET ONE (1) YEAR AFTER PLANTING. LANDSCAPE NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. 4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN LAWN AREAS. 5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING. NO STEEL EDGING SHALL BE INSTALLED ADJACENT TO BUILDINGS, WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. 6. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. 7. ALL LAWN AREAS SHALL BE SOLID SOD BERMUDAGRASS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 8. ALL REQUIRED LANDSCAPE AREAS SHALL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS AND EVAPOTRANSPIRATION (ET) WEATHER -BASED CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. 9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING UNIT PRICES FOR ALL MATERIAL PROVIDED. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS, MAINTENANCE NOTES 1. THE OWNER, TENANT AND THEIR AGENT, IF ANY, SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE. 2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT AND ORDERLY MANNER AT ALL TIMES. THIS SHALL INCLUDE MOWING, EDGING, PRUNING, FERTILIZING, WATERING, WEEDING AND OTHER SUCH ACTIVITIES COMMON TO LANDSCAPE MAINTENANCE. 3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL OR PLANTS NOT PART OF THIS PLAN. 4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AS IS APPROPRIATE FOR THE SEASON OF THE YEAR. 5. ALL PLANT MATERIAL WHICH DIES SHALL BE REPLACED WITH PLANT MATERIAL OF EQUAL OR BETTER VALUE. 6. CONTRACTOR SHALL PROVIDE SEPARATE BID PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN AFTER FINAL ACCEPTANCE. LANDSCAPE TABULATIONS THE CITY OF GRAPEVINE, TEXAS INTERIOR LANDSCAPE REQUIREMENTS 1. 10% of the gross parking area shall be landscape. 2. One (1) tree, 3" cal., per 400 s.f. of interior landscape area. Gross parking area: 18,268 s.f. Required Provided 1,827 s.f. (10%) 2,605 s.f (14%) (5) trees, 3" cal. (5) trees, 3" cal. PERIMETER LANDSCAPE REQUIREMENTS 1. All parking lots shall be screened from public view with a 30" height screen. 2. Perimeter landscapes shall contain one (1) tree, 3" cal., per 501.f. North Property: 494 I.f. Required Provided evergreen shrubs, 30" ht. evergreen shrubs, 30" ht. (10) trees, 3" cal. (10) trees, 3" cal. East Property: 225 I.f. Required Provided (5) trees, 3" cal. (5) existing trees, 3" cal. + South Property: 494 I.f. Required Provided evergreen shrubs, 30" ht. existing evergreen shrubs, 38" ht. (10) trees, 3" cal. (10) existing trees, 3" cal. + West Property: 225 I.f. Required Provided evergreen shrubs, 30" ht. evergreen shrubs, 30" ht. (5) trees, 3" cal. (5) trees, over 3" cal. NONVEHICULAR OPEN SPACE REQUIREMENTS 1. 15% of the total site area to be landscaped. 2. 60% of the required front yard, minus drive aisles, shall be landscaped. 3. Trees shall be planted in the non -vehicular open space at a rate of 1 tree per 2,500 s.f. Total site area: 111,073 s.f. Vehicular space: 30,972 s.f. (27%) Front Yard: 5,622 s.f. Required Provided 16,661 s.f. (15%) 54,901 s.f. (20%) 2,811 s.f. (50%) 4,483 s.f. (79%) (27) trees, 3" cal. (27) existing trees, 3" cal. + NOTE: Plant material selected to screen the vehicle use areas from the right-of-way and from adjacent properties shall be a minimum of thirty (30) inches in height at the time of planting and be the type of species that will attain a minimum height of three (3) feet one (1) year after planting. GENERAL LAWN NOTES 1. CONTRACTOR SHALL COORDINATE OPERATIONS AND AVAILABILITY OF EXISTING TOPSOIL WITH ON -SITE CONSTRUCTION MANAGER. 2. CONTRACTOR SHALL LEAVE LAWN AREAS 1" BELOW FINAL FINISHED GRADE PRIOR TO TOPSOIL INSTALLATION, 3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS AS INDICATED ON CIVIL PLANS. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 4. ALL LAWN (AREAS SHALL BE FINE GRADED, IRRIGATION TRENCHES COMPLETELY SETTLED AND FINISH GRADE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER ()R LANDSCAPE ARCHITECT PRIOR TO LAWN INSTALLATION, 5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL AND LAWN INSTALLATION. 6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A VIGOROUS, HEALTHY CONDITION. 7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY. SOLID SOD NOTES 1. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY, ENSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL VOIDS. 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS. 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES, 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MAW,H 1, OVER -SEED BERMUDAGRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. HYDROMULCH NOTES 1. CONTRACTOR SHALL SCARIFY, RIP AND LOOSEN ALL AREAS TO RE HYDROMULCHED TO A MINIMUM DEPTH OF 4" PRIOR TO TOPSOIL AND HYDROMULCH INSTALLATION, 2. BERMUDAGRASS SEED SHALL BE EXTRA HULLED AND TREATED LAWN TYPE, SHALL BE DELIVERED TO THE SITE IN ITg ORIGINAL UNOPENED CONTAINER AND SHALL MEET STATE LAW REQUIREMENTS. 3. FIBER SHALL BE ONE HUNDRED PERCENT (100%) WOOD CELLULOSE FIBER, DELIVERED TO THE SITE IN ITS ORIGINAL UNOPENED CONTAINER AS MANUFACTURED BY 'CONWEB' OR EQUAL. 4. FIBER TACK SHALL BE DELIVERED TO THE SITE IN ITS ORIGINAL 'UNOPENED CONTAINER AND SHALL BE 'TERRO-TACK ONE', AS MANUFACTURED BY GROWERS, INC. OR EQUAL. 5. HYDROMULCH WITH BERMUDAGRASS SEED AT A RATE OF TWO (:2) POUNDS PER ONE THOUSAND (1000) SQUARE FELT, 6. USE A 4'X81 BATTER BOARD AGAINST ALL BED AREAS. 7. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MAY 1, ALL HYDROMULCH AREAS TO BE WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS PER ONE THOUSAND (1000) SQUARE FEET. CONTRACTOR SHALL BE REQUIRED TO RE-HYDROMULCH WITH BERMUDAGRASS THE FOLLOWING GROWING SEASON AS PART Ok THIS CONTRACT. S. ALL LAWN AREAS TO BE HYDROMULCHED SHALL HAVE ONE HUNDRED PERCENT (100%) COVERAGE PRIOR TO FINAL ACCEPTANCE. WEEPING LOVEGRASS NOTES 1. INSTALLATION OF WEEPING LOVEGRASS SHALL BE PERFORMED BY HYDRO -SEEDING. 2. PROVIDE A HYDROMULCH CAP PER HYDROMULCH NOTES. 3. FINAL GRAI)ES TO BE SMOOTH AND LEVEL FREE OF DEBRIS, ROCKS OVER 1" AND SHALL HAVE NO RUTS OR DEPRESbIONS, 4. INSTALL AT THE SPECIFIED RATE: 40 LBS I ACRE QUARRY BLOCK NOTES 1. CONTRACTOR SHALL PROVIDE STONE QUARRY BLOCKS TO BE LOCATED PER PLANS AND SET ONTO CONCRETE. 2. STONE QUARRY BLOCKS SHALL BE LUEDER'S LIMESTONE DIMENSION$: 18" HEIGHT, 24" WIDTH, 5'-0" LENGTH FINISHES: SAWED: TOP, BOTTOM AND ENDS ROUGH CUT: SIDES 3. CONTRACTOR SHALL SUBMIT SAMPLES FOR APPROVAL PRIOR TO INSTALLATION. SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY COMES OR ORDINANCES AAN CA-0 , "orb o� j DATE SHEET: 5 of 5 DEPATMENT OF DEVELOPMENT SERVICES CASE NUMBER: SP20-04 • • 4245 North Central Expy BELLE Suite 501 Dallas, Texas 75205 FIRMA 214.865.7192 or, ce ARCHITECTS I Project I BOB MOORE CONSTRUCTION OFFICE BUILDING 3601 WILLIAM D. TATE AVE GRAPEVINE, TX 76051 I Authorization f !9/20 Design Team OWNER 808 MOORE CONSTRUCTION 3801 WILUAM D. TATE AVE GRAPEVINE, TX 78051 817-640-1200 ARCHITECT GDAARCHITECTS 3090 OLIVE STREET, SUITE 50D DALLAS, TX 75219 214-725r3368 CIVIL IUMLEY-HORN ENGINEER 5750 GENESIS COURT, SUITE 200 FRISCO, TEXAS 972.3353680 Issue Package INo. Date Description 1. 2019.01.14 Issue for Permit 2. 2020.02.11 Coordination 3. 2020.08.20 Owner Comments 4. 2020.10.06 Owner Commentsl 5. 2020.10.26 Omer Comments) 6. I 2020.10.291 � I I City Comments Job No. 18008.00 Sheet Title LANDSCAPE NOTES Sheet Number L4,02 COPYRIGHT 0 2015 l