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Item 6B - Plans} NADO I LLC: 1 ZONED: SPI L.U.D.=OFFICE COMMERCIAL NADO I LLC ZONED_ SP1 L.U.D.=OFFICE COMMERCIAL arfar �Arc� 9141'( r ::::' FRNf :. .: . 4' 9Ari9® VARE "M TA i " JONm f CREEKSIDE LAND COMPANY LTD N ZONED: RP'UD C L.U.D.=MEDIUM DENSITY R€SIDENTIAL I C AISHWARYA PROPERTIES LLC ZONED: SP2 L.U.D.=LOW DENSITY RESIDENTIAL y ` 10' LANDSWE �' I ."" 1l1 l�f+vllmis F JRyGYy FENCE....... . it�'J1�7rfii4 TYPE 'C ' :A ti - ,. • "AAMt4C - : .154".' om 4' WRW(HT elk: /� I•.•".. • rr , RaN rvlrr �. .� 1 I r' � i � I C• 11 t` -' W C� 4' AARBEOek CREEKSIDE LAND COMPANY LTD ;', raxuNoIc I i ZONED: SF1 — A N rply w nOW f L.U-D.=I.OW DENSITY RESIDENTIAL It +]UTTER '`-�►QLA►VIJ5C�4PE �j—25`BL----------------� C`f: B� ra �'C' diTTF7t � ,... 1 �8. A, SL 3889 P.R.T.4T. . . I� . ,,,,,.,,,� . ..:.:.:........ :, .`:..:..:...._. �: 534.403' .. ........ 588'19 53'W. 10' LANDSCAPE I ,„� � CREEKSIDE LAND COMPANY LTD 89Ur+rFE1? TYPE 'C' I s' UL CREEKSIDE LAND COMPANY LTD ZONED: RPUO a� kT.0 P'�' 1 ZONED: RPUD L.U.D.=MEDIUM DENSITY RESIDENTIAL tiR.r.eT. L.U.D.=MEDIUM DENSITY RESIDENTIAL Required Landscape Summary Zoning: PublicFacility (CS) Location/Length of Base Required /Provided Length Bufferyard Width /Type Canopy Trees Accent Trees Shrubs Fence j Screening Line 75% 22 45 286 1,716 229 Height & Material North Required 693 20" - Type "C1" 27 21 97 N/A 15,403 93% 11 8 13 Trees Proposed 7,458 523 Totals 15,403 Provided 132 20' - Type "0" 14Credits from existing rl 181 3,119 BUILDING 3 2,4J5 1838 GN BUILDING 4 trees to meet 2,379 culla 25,786 East Required a>t Gum Not Required 0 0 0 NIA 42. 2" Provided (MAIN BUILDING) GG' rTm 0 0 0 No South Required 858 10'- Type "C" 26 34 102 8' Ht. Screening Fence 2,4J5 BUILDING 4 2, 379 2, 379 I 28 Evergreens proposed Evergreen Shrubs and Evergreen Screen to be 147 Provided (1 SPACE PER 3 SEATS) 10' - Type' CU existingtrees to meet 6 Credits from existing exsiting vegetation to used for Screening STANDARD 269 S5G22' 1 Z E HANDICAP requirement accent trees to meet 11.15' PARNo KNIC SiG4Y 262 AREA OF OUTSIDE STORAGE (SF) • 20+ LANDSCAPE 0 I requirement BUFFER TrPE 'o_' -1 AN77CYPA7ED DEVELOPMENT SCHEDULE I Required 9.9 I C METAL wA11 BOLLARD FOR 10'- Type "C" I I TAK ENTERPRISES INC GaURTr { I cralf FENCE I 8' Ht. Screening Fence ZONED'.. SPI LMU.O.=LOW DENSITY RESIDENTIAL Q I I roc of gn' 3 * 15 Credits from CHMSTIAN EDUCAl3ON & FELLOWSHIP a Provided 4' AARBEOek CREEKSIDE LAND COMPANY LTD ;', raxuNoIc I i ZONED: SF1 — A N rply w nOW f L.U-D.=I.OW DENSITY RESIDENTIAL It +]UTTER '`-�►QLA►VIJ5C�4PE �j—25`BL----------------� C`f: B� ra �'C' diTTF7t � ,... 1 �8. A, SL 3889 P.R.T.4T. . . I� . ,,,,,.,,,� . ..:.:.:........ :, .`:..:..:...._. �: 534.403' .. ........ 588'19 53'W. 10' LANDSCAPE I ,„� � CREEKSIDE LAND COMPANY LTD 89Ur+rFE1? TYPE 'C' I s' UL CREEKSIDE LAND COMPANY LTD ZONED: RPUO a� kT.0 P'�' 1 ZONED: RPUD L.U.D.=MEDIUM DENSITY RESIDENTIAL tiR.r.eT. L.U.D.=MEDIUM DENSITY RESIDENTIAL Required Landscape Summary Zoning: PublicFacility (CS) Location/Length of Base Required /Provided Length Bufferyard Width /Type Canopy Trees Accent Trees Shrubs Fence j Screening Line 75% 22 45 286 1,716 229 Height & Material North Required 693 20" - Type "C1" 27 21 97 N/A 15,403 93% 11 8 13 Trees Proposed 7,458 523 Totals 15,403 Provided 132 20' - Type "0" 14Credits from existing 21 181 3,119 BUILDING 3 2,4J5 2,435 BUILDING 4 trees to meet 2,379 TOTAL 25,786 East Required 0 Not Required 0 0 0 NIA 42. 2" Provided (MAIN BUILDING) 0 0 0 0 0 South Required 858 10'- Type "C" 26 34 102 8' Ht. Screening Fence 2,4J5 BUILDING 4 2, 379 2, 379 „ 26 Credits from 28 Evergreens proposed Evergreen Shrubs and Evergreen Screen to be 147 Provided (1 SPACE PER 3 SEATS) 10' - Type' CU existingtrees to meet 6 Credits from existing exsiting vegetation to used for Screening STANDARD 269 253 HANDICAP requirement accent trees to meet be used for Buffer Requirement 262 AREA OF OUTSIDE STORAGE (SF) 0 0 PERCENTAGE OF OUTSIDE STORAGE requirement Requirements Shrubs AN77CYPA7ED DEVELOPMENT SCHEDULE West Required 490 10'- Type "C" 15 20 59 8' Ht. Screening Fence Q Evergreen Shrubs and of * 15 Credits from Evergreen Screen to be Provided 10'- Type "C" existingtrees to meet 20 exsi ting vegetation tobe used for Screening used for Buffer requirement Requirement Requirements Shrubs * Notes any credits used in calculations: Buffer requirements forthe "'C" type buffer areas are being met by existing CanopyTreesto the West and Southern boundaries. "Existing accenttrees and evergreensto meet accent tree buffer requirement. SITE PLAN FOR THE HILLS CHURCH SOUTHLAKE CAMPUS CITY OF SOUTHLAKE, TEXAS TARRANT COUNTY BROCK ADDITION LOT 1R TOTAL ACREAGE: 8.897 ZONED: CS INTENDED USE: RELIGIOUS INSTITUTION OlY1VER/APPLICANT: THE HILLS CHURCH 6300 NE LOOP 820 NORTH RICHLAND HILLS, TEXAS 76181 817 281.0773 DATE PREPARED: JAN 12020 I I I! I I I tnp teague nall & perkins tn 5237 N. Riverside Drive, Suite 300 Fort Worth, Texas 76137 837.335.5773 ph SW 336.2813 Ix po TBFE Regishelion No. F-230 www.tnpinc.com GRAPHIC SCALL` 40 0 20 40 80 GRAPHIC SCALE: 1" = 40' Summary Chart - Interior landscape EXISTING Landscape Area %of Area in Frontor5ide Canopy Trees AccentTrees Shrubs Ground Cover (Sq. Ft,) Seasonal Color (Sq.Ft.) Required 11,441 75% 22 45 286 1,716 229 Credit AREA OF OPEN SPACE 209,117 121 2 90 50.7% AREA OF IMPERVIOUS COVERAGE Provided 15,403 93% 11 8 604 7,458 523 Totals 15,403 93% 132 10 694 7,468 523 I Z I I QUINONES MICHAEL C- ZdNED: 511—A L.U.D.=LOW DENSITY RESIDEN -11AL QUINONES MICHAEL C. ZONED: SFi—A L,UA).=LOW DENSITY RESIDENTIAL VARGAS PERRY W. ZONED: SF1— A ..U.D_=LOW DENSITY RESIDENTIAL I I CI LEGEND +� X PARKING COUNT 1�f� FIRELANE BUFFER YARD LANDSCAPE AREA CONCRETE PA YEMEN T EXISTING FIRE LANE STRIPING It3t3t31. '� PROPOSED FIRE LANE STRIPING EXISTING POLE LIGHT PROPOSED POLE LIGHT PREPARED B Y.- THE : 5237 N. RIVERSIDE DRIVE, SUITE 100 SORT FORTH, TEXAS 76137 817336.5773 CONTACT: SCOTT A. CIBSON CITY CASE NO. ZA 19-0079 SITE DATA SUMMARY EXISTING PROPOSED EXISTING ZONING "CS" "CS' LAND USE DESIGNA 77ON PUBLIC,/SEMI—PUBLIC PUBLIC/SEMI—PUBLIC GROSS11VET ACREAGE 8.897 8.897 NUMBER OF PROPOSED LOTS 1 1 PERCENTAGE OF SITE COVERAGE 6.65% 9.84% AREA OF OPEN SPACE 209,117 196,327 PERCENTAGE OF OPEN SPACE 54.0% 50.7% AREA OF IMPERVIOUS COVERAGE 178,445 191,235 PERCENTAGE OF IMPERVIOUS 460% 49 3% COVERAGE Q BUILDING AREA (FOOTPRINT IN SF) 1709 MAIN CHURCH BUILDING 17,853 12, 3,34 (TOTAL 30,187) BUILDING 2 ,3,119 3,119 BUILDING 3 2,4J5 2,435 BUILDING 4 2,379 2,379 TOTAL 25,786 36,120 NUMBER OF STORIES 2 2 (MAIN BUILDING) MAXIMUM BUILDING HEIGHT 42. 2" 3.3' (MAIN BUILDING) (42'2- EXIST BLDG) GROSS FLOOR AREA (SF) MAIN CHURCH BUILDING 30,140 16,354 (TOTAL 46,494) BUILDING 2 3,119 3,119 BUILDING 3 2,4J5 2,4J5 BUILDING 4 2, 379 2, 379 TO TAL 38,07J 54,427 REOUIRED PARKING 147 202 (1 SPACE PER 3 SEATS) PROVIDED PARKING IRONCLAD STANDARD 269 253 HANDICAP I0 9 TO TAL 279 262 AREA OF OUTSIDE STORAGE (SF) 0 0 PERCENTAGE OF OUTSIDE STORAGE 0% 0% AN77CYPA7ED DEVELOPMENT SCHEDULE CONS TRUC77ON START DA 7F• 5128/2020 CONSTRUCTION END DA 7F 8/0.3/2021 VICINITY MAP I" — 1000' TNP PROJECT NO. RIC171,38 7NP TBPE REGISTRA 77ON NO F-230 architecture I interiors planning I graphics 8070 Parr Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON P.E. Date: IRAN 2020 Tx. Reg. # 89290 client THE FULLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 76180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort 'Worth, TX 76137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1+616 Corporate Court, Suite 100 Irving, TIC 75038 972-929-1199 project THE HILLS CHURCH - SO�UTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original warn of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title SITE PLAN project number date sheet 16100.100 41.27.2020 � U � JOH ON � z Q 1709 CO W a z U LS~!1 z 2 W 0 p BIG B SITE0 UNTRY MGA S IrCD WHITE [3A 1938 IRONCLAD a POWHATAN Ij 1z V) MERRIMAC Iu41C' EAL GREENWOOD 1� U Q 0 z Q of VICINITY MAP I" — 1000' TNP PROJECT NO. RIC171,38 7NP TBPE REGISTRA 77ON NO F-230 architecture I interiors planning I graphics 8070 Parr Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON P.E. Date: IRAN 2020 Tx. Reg. # 89290 client THE FULLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 76180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort 'Worth, TX 76137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1+616 Corporate Court, Suite 100 Irving, TIC 75038 972-929-1199 project THE HILLS CHURCH - SO�UTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original warn of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title SITE PLAN project number date sheet 16100.100 41.27.2020 {Ink GRADING NOTES: 1. THE GRADING OF THE DIFFERENT AREAS SHOWN ON THE SITE SHALL BE COMPACTED IN STRICT ACCORDANCE WITH THE SPECIFICA 77ONS WHICH SHALL BE CONSIDERED AS PART OF THESE DRAW9NGS 2. THE CON7RACTOR SHALL BE RESPONSIBLE FOR FINE GRADING TO THE SUBGRADE OF ALL PA VED AREAS TO ALLOW FOR 7HE PA VEMENT SECTIONS CONTRACTOR SHALL GRADE AND COMPACT ALL AREAS UNDER PAVEMENT TO ALLOW FOR THE RESPECTIVE PAVING SECTIONS AND SHALL MAINTAIN THESE FINISHED GRADES AS SHOWN UN77L FINAL ACCEPTANCE. J. CONTRACTOR IS REQUIRE TO INSTALL AND MAINTAIN EROSION CONTROL AT ALL 77MES THROUGHOUT THE PROJECT. 4. 7HE SPREADING AND COMPAC77ON OF ANY WA57F OR EXCESS MA 7FRIAL NOT SUITABLE FOR FILLING, SUCH AS LARGE ROCK, CONCRE"7F 7REES 77?ASH AND VEGETA770N, SHALL BE DISPOSED OFFSITE AT 7HE CONTRACTOR'S EXPENSE ONL Y IN ?HOSE AREAS APPROVED FOR DISPOSING OF WASTE MA TERIAL. 7HE CONTRACTOR SHALL NOT DISPOSE OF ANY WASTE MATERIAL ON ADJACENT PROPERTY 0ANER'S OR 07HER AREAS WHICH ARE NOT LEGA LL Y ACCEP 7ED BY THE CITY. NO BURNING OF ANY MA7FRIAL AT ANY 77ME SHALL BE ALLOWED ON 7HIS SITE UNLESS PERMIT -TED BY CITY ORDINANCES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SAFETY LAWS IN ACCORDANCE WITH THE CITY, STA 7E AND FEDERAL LAWS WHICH GOVERN CONS7RUC770N 6. ALL AREAS TO BE FILLED SHALL BE FILLED IN STRICT ACCORDANCE W97H THE SPECIFICA ?TONS ALL VEGETA 77ON, 7REES, ROCKS AND OBJEC77ONABLE MATERIALS SHALL BE REMOVED BY 7HE CONTRACTOR FROM 7HE SURFACE OF WHICH THE FILL IS PLACED. IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO PLACE, SPREAD WA7ER AND COMPACT THE FILL IN S7RICT ACCORDANCE WRY THE SPECIFICA 77ONS FOR THIS PROJECT 7XDOT PERMIT RECUIREO FOR IMPROVEMENTS W774IN F.M. 1709 R.O.W. CONC RETAINING WALL (REF C1. 1J) 7 ALL DRIVE, PARKING AREAS, CUT AND FILL SLOPES, BUILDING PADS AND OPEN SPACE AREAS SHALL BE TRIMMED AND COMPAC7FD TO THE FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS–SEC77ONS 7HE SLOPES OF ALL EXCA VA 77ONS AND EMBANKMENTS SHALL BE LEFT IN A NEA T AND ORDERL Y CONDI 77ON, ALL STONES, R00TS, TREES AND 07HER WASTE MA7FRIAL SHALL BE REMOVED AND DISPOSED OFF SITE ALL VOIDS SHALL BE FILLED AND ANY SOFT SPOTS OCCURRING ON THIS SITE SHALL BE RECOMPAC7ED PER 7HE SPECIFICA 77ONS. VERIFY ALL GRADES TO AVOID PONDING OF WA 7ER. 8, NO ADJUSTMENT OF GRADES WILL BE PERMITTED TO ANY STRUCTURES, PAVEMENT OR WALK SURFACES SHOULD 7HE CONTRACTOR DETERMINE THERE IS A DEFICIENCY OF MA7FRIAL, THEN ALLOWANCE WILL MADE IN THE CONTRACT TO IMPORT A CLEAN MA 7FRIAL SUI TABLE FOR FILLING. THE OWNER'S LABORATORY WILL BE ALLOWED TO TEST AND INSPECT THE BORROW SITE PRIOR TO BEGINNING HIS FILLING OPERA TIONS EXCESS EXCA VA TED MA TERIAL SHALL BE DISPOSED OFFSITE AS REQUIRED. 9. THERE ARE 7REES AND BRUSH W1THIN THE LIMITS OF THIS S1 7E THE CONTRACTOR SHALL VISIT THE SITE TO DVE'RMINE THE EXACT SCOPE OF WORK THE CONTRACTOR SHALL REMOVE ALL BRUSH, 7REES AND VEGETA 77ON FROM THE LIMITS OF THE PROPOSED IMPROVEMENTS ALL TREES OUTSIDE THE LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS NOTED ON THE PLANS TO BE REMOVED OR APPROVED BY THE OWNER. EXIS77NG TREES TO REMAIN SHALL BE PROTECTED DURING CONS7RUC770N, 10, REFERENCE LANDSCAPE PLANS FOR LIMITS OF LANDSCAPING AND SEEDING/SODDING IN THE EVENT AN AREA IS DIS7URBED DUE TO C0NS7RUC77ON OR GRADING AND IS NOT CALLED OUT FOR TREATMENT UNDER THE LANDSCAPE PLAN, THEN THE MINIMUM REQUIRED 7REA7MENT SHALL BE HYDRO MULCH SEEDING. IN SOME INSTANCES THE PLANS WILL REQUIRE BLOCK SODDING TO STABILIZE SLOPES f% r9 AI-71n*4 n1c^"r 1709 OLVE)IO) IL,AKEF S FLUME coIl 11. ALL WALKS SHALL NOT EXCEED THE MAXIMUM SLOPES ALLOWED BY THE TEXAS ACCESSIBILITY STANDARDS (TAS), UNLESS INDICATED. THE MAXIMUM CROSS SLOPE 15 2X AND THE MAXIMUM DIRECTIONAL SLOPE IS 51 12. ALL SPOT GRADES ARE FOR PROPOSED EDGE OF PA VEMENT OR GUTTER ELEVATIONS, UNLESS INDICATED 07HER47SE 13. ALL AREAS SHALL BE TRIMMED AND COMPACTED TO THE FINISHED GRADE TO PRODUCE SM00TH SURFACES AND UNIFORM CROSS– SEC77ONS THE SL OPES OF ALL EXCA VA TIONS AND EMBANKMENTS SHALL BE LEFT IN A NEA T AND ORDERL Y CONDI 77ON, ALL STONES, ROOTS, TREES AND OTHER WASTE MATERIAL SHALL BE REMOVED AND DISPOSED OFF S17E. ALL VOIDS SHALL BE FILLED AND ANY SOFT SPOTS OCCURRING ON THIS SITE SHALL BE RECOMPACTED PER THE SPECIFICATIONS VERIFY ALL GRADES TO AVOID PONDING OF WA 7FR. 14 ANY EXIS77NG DEPRESSED AREA, WHICH HOLDS SURFACE WA ITR, SHALL BE PUMPED DRY, EXIS77NG SOGGY MATERIALS SHALL BE EXCAVATED AND REMOVED UNTIL A STABILE DRY MA 777RIAL IS AVAILABLE THIS EXPOSED MA 7FRIAL SHALL BE COMPACTED TO 95X S70 PROCTOR, ON SITE MATERIAL SHALL BE PLACED IN 8" MAX LIFTS AND COMPAC7ED TO MAX 95.X' S 7 PROCTOR AT OP77MUM MOISTURE CONTENT. EXIST � SWALE SECTION A -A CITY CASE NO. ZA 19-0079 6 "f BERM tnp GRAPHIC SCALE 30 0 15 30 60 GRAPHIC SCALE: 1" = 30' No PARK1W SIGN! V I I Ixtnp I Teague nail & perkins 5237 N. Riversido Drive, Suito 100 Fort Worth, Texns 76137 817.336.5773 ph 817.336.2813 fx TBPE Registr Tion No, F-230 1 www.tnpinc-com I I Z I in 1 I I I i I I I I I I I I I I I I II s 1 to I N4 I I — PARKING, WIN I NO TES: 1. TURF REINFORCEMENT MA T SHAL L HE USED ON ALL 3.• 1 SLOPES SURROUNDING DETENTION POND. 2. CITY OF SOUTHLAKE CPS MONUMENT 33 USED FOR TOPOGRAPHIC I NFORMA TION. GRADING LEGEND (79 2,") EXISTING SPOT ELEVA 77ON 79.20 . PROPOSED SPOT ELEVA TION 5% PROPOSED PERCENT OF GRADE PROPOSED CONTOUR — — — — GRADE BREAKIRIDGE LINE _.._.._.._.._ PROPOSED SWALE LINE PROPOSED DA PLIGHT LINE I PROPOSED SLOPE RA 770 X 79.20 EXIS77NG SPOT GRADE —03— EXISTING CONTOURS DFLA IZV'ORK SUBGRADE PREP (10' MOIS7URE COND1770NING & 2 SELECT FILL PER GE07ECH REPORT) TNP PROJECT- NO. RIC171JB 7NP TBPE REGIS7RA 77ON NO. F-230 architecture I interiors planning I graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3048 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON . P.E. Dote. JAN 2020 Tx. Reg. # 89290 client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 7+6180 817-281-4773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 78137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75247 214-623-5874 mep engineering DFW CONSULTING GROUP 1616 Corporate Court, Suite 140 Irving, TX 75038 972-929-1190 project THE HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title GRADING PLAN project number 16100.100 date 01.27.2020 sheet C1.02 fip Q NAD® I LLC ZONED: SP1 L..U.D.=OFFICE COMMERCIAL =OZ05'00" SCT i COI NC CURIA OUTTER \ - J ,-C W tnp League nail & perkins 5237 N- Riverside Drive, Suite 100 Fart Waith, Texas 76137 817.336.5773 ph 817.336.2813 ix TBPE Raglstmtion No. F-230 wwwAnpinc-cvm DRAINAGE NOTES: 1. ALL DIMENSIONS ARE TO FACE OF BUILDING GRAPHIC SCALE R=1974.86' 7,19N, � 2. SANITARY SEWER AND STORM LINE CROSSINGS ARE 317 D 15 3C so L=71.80" ru`ST TU E \ y'` .a r,+, ,e rxINDICATED ON THE UTILITY PLAN. CB=N78'18'5a"E < +;"Mc- CONC CURS �' f- �� ` � J. REFER TO THE GRADING PLAN FOR THE FINISH FLOOR " = CL=71.80 a�rTTFR, c° y la' GRAPHIC SCALE: 1310"/Il❑rn ,� + ELEVATIONS AND THE PERIMETER GRADES ��-''N f I I 4. ALL STORM DRAIN LINES ARE TO BE HDPE/RCP UNLESS 1709eit +n : n FM 13LVDa)�, y OTHERWISE NOTED. S 6�+ ry ry ry �1 s J�O 22 L E r 5 FLUME Al _ 12' Eh" I` 1 1..15 � ' LAKEECOQ _�� ' 5. REFER TO THE ARCHITECTS PLANS FOR THE EXACT LITH,; _ y I LOCATIONS OF THE DOWN SPOUTS REFER TO THE MEP PLANS - i so :Spo G .'I��P " ..� �' Crepe up \. � FOR THE EXACT LOCATIONS OF THE ROOF DRAINS (Wil - : Iti '� 1.L�� ' 1 ,•"'� o, Ws IC • I I 4• MET I 6 CONTRACTOR SHALL UTILIZE NECESSARY MEASURES, CONIC CURB - mo i _ - � � ' r, Fars' ate, W'� I BOLLARD FOR 03 INCLUDING TEMPORARY PUMPING IN THE ORDER TO DRAIN GUTTER �l $ �' - ' . _ I CABLECE ��! }` cam r r ,.eA Nrr: I , STORM WATER UNTIL THE DRAINAGE IMPROVEMENTS ARE CONIC r �• �. 1 07 � v FAViN43 INSTALLED AND OPERATIONAL. -_ y fry I`. � CONC CURB _ - - -- -�- c I I 1=Ifi. DRAINAGE SPECIFICATIONS de GUTTEREXIS r -"I RF " FMIS 7M Tn� - _ 1. HDPE SHALL BE HEAVY WALL MEETING THE REQUIREMENTS f -- __ s S f` B0MA D FtHi -r ql'- i��l E r �? CABLE NCE OF AASHTO M294 AND ASTM F477. HDPE SHALL BE ADS N 12 CONC CURB l i • _� - r LJL` .- yak 1 l 3 ' _ . �c GUTTERI'! i' -�_� f ^►Q, ' ri l y OR EQUAL, CORRUGATED EXTERIOR W/SMaOTH LINED INTERIOR. - t, i"`•. r 1 ` ONE STORY BRICK BUILDING c ►Ill s s �' �I , , STA 3-F f AL3#+ ti; ,n �� 2. ALL PIPE, COUPLINGS, TEES, & BENDS SHALL BE HDPE ''. : i • r J! 1 y ; STA .3+65.24 5D UNE A 1-8„ 45, I1 I WA TERTIGH T SEWER GRADE GASiCETED FITTINGS. r� 0. `CIAEND 8 HDPE PIPE I PORCH I '- > G ■ 1 _ ,j'' I�rm-TO-MIEP-PLANS N 7028852 `� Culp _ • " �► roNc FUR C�XVNECTILIVV TG1 BLDG I 1 - , ~ AVING'a 'l, " E 23707611f ; w 1 ` IL BUILDING � FLOWLINES OF DOWNSPOUTS ARE 2 FEET BELOW FINISH FLOOR.. F/''� 8 66d 45 I , . OVERHANG - I 1 s l CONNECT TO SD MAIN LINE WITH 6 " HDPE & MIN. ©. 509 SLOPE. .�-- �.. STA .�-� . �: AWN �T�"R-7 f ° CONI l -:J 1 } N ry7026651.95p _� 1 - 1 DS CONNECT DOWNSPOUTS WITH PRE -MANUFACTURED FITTINGS. r I PAVING _ �l l E !37 9+.J.91 j D BEI' D-- rgZ _ �� _ -_ 0' I 1 _ s� (REF ARCH PLANS FOR LOCATIONS) � �'' �659: �F9 , e oa>< - �' I c��9• wla� -I - P HDOE . SO ii T A l 0 132 ' "C: tt' :t�,< ONS E , r "fit N: 702664 75 ,r -, � �" -- -y _ • STA 2+56.90 SO UN 'B' "q P PATE +� E12"370764.66 BASKETBALL R� .WALL I {y _ I f - I SETA 2+7.1 lJf..571 CINE A Ar.. � a '1_B." 90' BEND ` I I ,saAlrF 8" 87.379STA 2+66.6.3 SD CINE c NcIN- C 1-3U BEN,i cArea N" 7026592 22 END 8 HDPE PIPE STA A+f 58 SD CAT Al „1 F, 6 sS�C9 REFER TO MEP PLAN � �, � a � � O:B' DE` y 1a' k ) _ ORICK ELI E 2,37175 1.92 MI �, H CHA&NLINK I PAVINGON'� _ ` ' 1 w 1 ,� 8 DI0 8 HDPE PIPE W' f 7026608.72 INCE I I d k .,f FOR CONNECAON TO BLDG) - +� © !a 237076485 I - , (REFER 70 MEP PLANS " I I LJ ( I I v arta y to r , ,. f I l I I FA 8 67.395 --"' / FG1R CANNEC770ri► m BLDG ST 16 S7*I LINE A` _ e Tac 8A BASKETBALL I GNC I� VI I N 702659227 ' ✓ '' as �, 9 COURT SIPS 4 - - - - - ` . I F/ 6 660.54 1-30 BEND I �-CHAINLINK � � Q �°� 4 ;�T E 2370581.65 '- � ,+ " ,�� Oak � � a I QUINONES r�rc�l-iaEL C. / I / N 70265915 8T i F� ; 88 ''�r FACE j i, S I REr - 1 - f E 23707&125 N'70d6 O.4' rnD Y` - ZONED: ISi t w LL ,• I '" i - 78,20 �}�'" _ b _, : , + Df.94 �a• I„ I T. NC_ - L.U.D.--t_JW DENSITY RESIDENTIAL L , ONE 5T{ RY -- -6 / 8, L V ET. WA C7 BRICK BUILDING - I - f - 7 --- - v7 %' E 2.370766t8l ICF= +(7 64.62 - - I , j' � -CONI I I � � 1 STEP i CONC POPCH ` • _i . _.:� t} 1 „► H i - z s Cr _ �' " -''� I NO ! STA +67116 St7 CINE A = - ,�- �,� PARKING 24• Oak ROCK J r / '�aAs sNUTa I HDPE - STA 0+OQ00 SD LAT 'Al, --1sy, Oa BASKE r I SISN - TSPS = - 7. VALVE � , r s 'i GO&A I+a./. SO C[IL VFRT _- RI LAT Al �` /11 1-8 xs TEE '� _ r _ W STA 110.19 SO LAT 'B1 BUILDING elm Ncl -187 RCP CULWRT L`Or - . _ AL f ''' I OVERHANG d 10.72X ► F,,Iil =is 658 79 _� CON7RAC7i0R SY'IALL LONER • l ; ' •• ' , + ,, Ra N(_'- I " END 6" HDPE PIPE tom.) ,a° oak 'F% =6" 65887 ' " ' �. � TXDDT 'fYF ::11 PSET-SP y I DOSTING GAS SERVICE R - ST 9 75 50. E 'i1= (REFER TO MEP PLAN SA NCUT,, REMOVE, & REPLACE IV 7(126598.94 0 � , Rif RIP RAP r l" �„ z• ask _ r• S . WALL `STA OD Sfr T -Bi- FUR CONNEC77ON TO BLDG COYVCREIE PAVEiiE7VT i 23707888.3 �' ,5 �+; CCIIVTRACTQR Si�IALC COWI�R is Ouk �" CE k 22� L1a � � 1-80x6" 7EE p F 6" 674 2!1 } � ° - I �1 ( ra 24- 1h! 7026536.6 ' • _ rF14=8" 67287 N 77028525.+79 4 e ao w7 ©,�" Wl'DE 4,:Sd6 EXI577NG WATER SERVI 11) F .C.3%Dg94. -� G/► � _ f VERIFY SS EIEYA]7CiYV � -rX=TIE RET. se `$ �. FA=6 672.75 E 2,370582.43 PRIOR TU START OF , • a,��: [ A�L, s L � N 7026525.06 - 1.'- a,� le ilj' t1nL��.. ss� DSBE)LDW CUNSTR[JC71GW! Ct1OIRD ca -1 a,3 4 „� E 2.377224 - n�r��TI-sTar _ Isz. I r I I EI Ei+'A 7IO1N NITN E71IGINER T' s- I � +6_ --HDPE ; �I 6 HDPE BRICK BUILDING "� - ' ItEp I I I SO LA T �2 Dill � - J�IJ LAT B� '� r • l - eeZ �...- � ,/� . ._� '' � vE cO� � _ BU,LDING 0 1423X 0 14. OX I P! ONE SroRY CONIC OVERHANG �' � 1 p r i I llulw i r STEP I (TyP-) l I 8" HDPE ;: cj - �-j - rr BUILDING BRICK I ''OVERHANG BUILDING F SD LINE B � i . 1B Oav LTYP.} r O.� DE � ca I� A 6 66X _ �� OBJ C. ° rtAMP i I QUINONES MICHAEL I � RE . W LI� 1 - - Oak STA 1+59.16 SD LINE B- W CA T B I i I ZONED SF 1- A J '• , . f IJ.G N1IpE :ice y � �%'•" '. --- _ BUILDING I' � , 'Ci Oak Yc-TIE RPt� G.6" MADE ', s9' I � '�... U � 1(j pp I 4 i , t` OVERHANG r % crli 1re*n STA"0+00.00 SD LATV' (TYP.) I N WA °`WAL1x. I' I I I L.iG.D.=Li�WU DENSITY iE.�IIEhITIAI_ �- 1 8x6 45 WE PLANS I - I f - --- - e PA=8" 670.63- IJGHi rBLD FkAINL!{�Ki I '� �. y � - _ � _ - e MC61 rI I I �A = 6" 670.7 r Z• IMCekG i i 61 .-- - +'Vi'• OrSk �• a, f CONC STA 0+9358 SD LINE. A r"AV+NG N 7026494.48 _ j` N 702852229 y� 1 6 - - �" �" I 1-9" 45' BEND CNG �/■ `�/�h7 PE 2.370572..39 !� Cl . E 2370599.94- 5' > �' ` Id- f fA 8 650. ,34- 03" wk , n.s' WED 45 s 414 0 STA 1+11.87 SD CINE B �cT ' k I N�7026430.,36 _�' �_Tl i PA14KkW LOT - r 1 WAS CAB. �, SL. �es9 �`�.. �Gz 1-8" -30' BEND I FT0769.6Ii" 11 CONI _ c^ c+ '' i 'A' P.R.T C. T I PAVI ,cam_ y ' FA 8 687418 1 _ _ I STA 0+1'1 w SD CINE \ N 7026447' 19 r. G4•,v I WR77CAL / [H-L'i! ss 50. LIhIE Vii' E 2370572, 61 e ,' I - I r r F%L _,i 6 10 I I " l A� .;, J rr' I N 7112fi3T?:55 10NG PAMNG c COR /' .-- CONNECT Til E)aST IN LINE" DRAIN � ,� C r ;' { I E 2,37082'9:01 STA 0+ SD CULVERT `REF DETAIL�T Cf. 1 w I f p t I ��- RE7110V90'.,'" .� I BEGIN 2 18 RCP CUL T I I 6� �. _` err �- r '/ 7YDOT E II PSET=-9 I `y •� / I 1-12 Calvo Sok I _ I I ~ 4' GYUGHT w � 41-12-x8-- - " s.'% _ :(5' �a - rofF flakf �` "-_ - � fA' 25 SY 12" ROCK RIP RAS 1 _ S T O+UO 00 SD LIN ,a�o'r"�1-�r�cE 1 f2 x8 RE_�„I',+�R f � _ ..� _ M ,r - -`, ,p} - �, �.O ~''-673 F/4 8 66fi 07ENCE I 1 ' ` '= fi q IE • I Ir. $ BEGIN 8" -HDPE -PIPE J FA 7,2 T d t N 7026428' ti I' . / N 3709 1`63 - / TRAVEL '8'7" �ry' res' oar ''� !✓ •TYPE C SLOIPED HEADWALL E 237099 90. I E 2,37059'.1..31- ,ack:,erry /`, - i r` �` ` 1,��k�t> y r �`ra av c7ur:; FA 8 646.00 I } e I I ljssr�cbetry % ego AYGROUN IRaN r � I -' N 7026.364.51 -}� ..I. ) VARGAS PERRY W. �lcsk ,0 / t t pAGkt 4 - /'� y E3aif f 1 N ,A, E 2370836.11 I _1 1 _ ZONED: SF1-A P snc A L U D LDW DENSITY RESIDENTIAL .- /f ` �'� WA ��_ �..,�a Bdl• r� Clai`terI "-' _.- - -,:�- - - ` -- NC NC r - j / y cable 1 y`AANG 01 f. .r r , ' 4� aj• 47 • Y rt �,. 'ATE- / J/ • �G1' .41J 41p �i .f - I . �, : R " I I CONIC / - /, �r !b'- , _ „ _ OF BI 'f r "`� N89 33 28 W 8 .5 SAVING %% CONC / �' ?� 9 1,r RIP R/�P f ` % 1 y PAVING �, �.% iA40( 1 A CE s /r,% ,�' � DE7EN770N POND OUTFALL I V c CURE ' c s Jf �, '' I NM (REF SHEET C1.08) I I GUTTER _ / ` �,/ ,/ s PA YO LOT I 00e ANC___lit �`� CONC Y1_ CREEKSIDE LAND COMPANY LTD I I CITY CASA' NO. ZA 19-0079 TNP PR0t1ECT NO. RIC171JB PNP PBPE REGIS TRA TION NO. F-230 architecture I interiors planning I graphics 8070 Park Lane, Ste. 300 I Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON P.E. Date: JAN 2020 Tx. Reg. # 892:90 client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 7+6180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 76137 817-665-7131 structural engineer JO ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1616 Corporate Court, Suite 100 Irving, TX 75038 972-929-1199 project THE HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect, original issue SITE PLAN SUBMITTAL 41.27.2020 revisions title STORM DRAIN PLAN project number date sheet ■ 16100"100 01.27.2020 *t#tnp SS MFRIM �z.�6 &" �`� _ `° .• -� `�' j League Hall & Perkins FL IN Sw 643.0$ - 6" PVC y�J4� / 5237 N- Riverside Drive, Suite 100 FL OUT NE 64188 - B` PVC � V I Fart Worth, Texas 76137 -CONC CURE 817.336.5773 ph 817.336.2813 fx Q= ,L�1.15'00" SS .• -e,, !i GUTTER TBPE Regist-f on No, F-230 F RIM 659.1T �E. = _ I I www tnpine.cam R=1974.86 FL W I E 649. .- 8- PVC '� < � -Loin to FL IN SW 649.85 - 6" FVC RIGHT E � ��� i �I SIGN L=71.80' MUST1709 1 CB � �8. 1 8>I50>•E ; H P r,aG CONC r RBI FM I N CL=71.80 & GLSL S , 1 C�[t7 I SAWCUT, REMl3VE e� w _�� _ �� �_ � STA 0+12.96 W UNE 97 RMACE C PIM - 1 • 1 ffi GRAPHIC C T _. Na SALE _ r;r / S5fi 22 1 E PARKIrda f I 0 1 FIRE HYDRANT ASs�reLY /� �- �y r� -" , 2" Elm II ..{GN 11.15 I 30 0 � � �a sa W. 1-6"' GATE VALVF '� ----f- . N 7026761.73 - �� _ - _ _. _ r i I I SANITARY SEW R NO 7ES STA 0+00 W UNE ®1 E 237062944 _ _ -' +� f I - _ ���' � � � � Crepe MI tie AK VD) GRAPHIC SCALE: 1" - 30'Y � � _ 1 CONNECT Til75T Wi � - r - - ��- . ;�1`� � ,: + �, � '1 I I 1. PRIOR TO START OF CQNSTRUCTION CONTRACTOR SHALL UNCQ VER STA D+DO W LINE 'BZ' 1-12'x6' TAG SLEEVE --:� ..' -� - -�- -` - I EXISTING SANITARY SEWER SERVICE AND PROVIDE ENGINEER WITH SIZE, MNECT TO EXIST 12" K C CURD& VALVE �r _ - , �.� , . ,G* ak a. w# - kIC!C ' - MET Tri WALL I QOLLARD aR I I LQGA TION AND ELEVA T/ ON OF EXISTING SEINER SERVICE BEFORE - cna cr Gut r€R N 702674&9* s '� �o L, PROCEEDING WITH CONS TRUC TION, 12 XS TAPPING I� VAL � f �. �S _ CONC 1n, lc i n. LYdpts Myrt I C"7 I I N 70267.3386 �- _1, _ f��. .,.. j +p PA4±NG �` r f c ` 1 E 2370553.00 - ` N y + - -'" � - t .. �I t N I 3. THE CITY RESERVES THE RIGHT TO TV INSPECT THE SEWER PIPE. \ 1 1 STA 0_+PO: W 9 UNE A Q. " f I -- y� MOE 4. THE SEWER PIPE WILL BE TESTED TO 5 PSI FOR 10 MINUTES rMTN NO 1. cn k 7 _ _ I "PVC `• I �G`ONNECT TD EXIST SS,WH Rlrx , Q+:32 11- .. ,�, I v I I I PRESSURE LASS. cciNc carts ; , C U ITER -� 1-f 11;?E tl �, , 6 71 ` , y SS "A' f - `�` �I _ ';SS INTERNAL ',�, I DROP CONNECT►0N �+ s 4' TAL, T NECESSARY I ,• .-rr _ E4 T v j 2.00X �� �� FOR �I. -- 5. CONTRACTOR SHALL U UTILIZE ECESSAR MEASURES INCLUDING 4 654.175 CABS NCE I TEMPORARY PUMPING AND COLLECTION UNTIL THE PUBLIC SEWER _ 11 i.,'• ,4 _ .._ - -`p - y� . I� .t �./ `y .CC 1 J r STA �i/i�.ili/ .7J .INErl 1 4 a'`�-� E8� `` 1 ` I - -' ` , --N 7026772.49 , I I I IMPROVEMENTS ARE INSTALLED & OPERATIONAL. I 1 ar�E STORY 1 . r - E 3711789.78 t STA 2+,; '7 - LINEA 67 F 655.15 BRICK BUILDING ,� I A ' I � 6. PROVIDE TRAFFIC CONTROL, BACKFILL EMBEDMENT; PAVEMENT REPAIR 1-4' r r N 7+126736.64 r t I I I AND OTHER INSTALLA 77ON REQUIREMENTS PER CITIES STANDARDS _ mfr 1 -SS 0 E 2�37G7 07 .� �I- Ccs � - "` `71' A can I RNa4 8 i F/t. 4 STA 1+10.57 SS A' �� c®+� --- -- ' f I I 04 7, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVA TION N 70266 -� S 2+06.60 SS LINEA �' �� I " � .I OF ALL UTILITIES PRIOR TO CONSTRUCTION. - E 237© .6 N ss� '-4. 45.4.5' WYE w I f _ 1 OVERHANG rw ti • 1-55C0 ` Tom) r� , L! �t w l �r I-SSCO F 4" 656.25 I I CONC A�1N._. 1 _ I r E 8. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A F,%� 4 669: , jl � �1 ; I I ,� � �a '-- '� d TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER FOR N 702 .67 I4 N 702670a 42 I o �-� �� THIS PROJECT CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. s a }� . { E 09.97 E d�1i7iX.A 9i 1 �,(}NC 4Nf: I #$ 0¢k 8" G'0k 0 �}IICOE S ,3+ - 72 SS A ` 4 pW I ; on 1 aASK TSALL Ft . , A I 9', CONTRACTOR SHALL VERIFY THAT ALL CONNECTIONS TO THE SANITARY �,�lc SS LINE A' f _ E_ . I I �" Ook c c roAL I I SEWER SYSTEM ARE FOR SANITARY SEWER ONLY. rp A �.31X 1 i y I. I ; 6 Oak 1 I r x SUI IN A, ` F, 671. ._ _ , 1 `` '� : 10 CONTRACTOR SHALL INSTALL 1 JOINT ('18 MIN. JOINT LENGTH) OF � 14 rft"110etir OVERHANG ,�j � 1 "� :�� �T>P.� NYJ2661� I r GtIAINitNK . I DUCTILE IRON PIPE AT LOCATIONS WHERE PROPOSED SEWER SERVICES car+c / / S. '°k ++ `. _ �a(V I FENCE i CROSS EXISTING OR PROPOSED WATER LINES, EXCEPT WHERE OTHERWISE I E 2�i55.3 � � I r I I I PAVING , AUTHORIZED BY ENGINEER. .t REMOVE SS -%WW r LINE CONC ` I l ,.. CODRa �ilTH MEP PLANS I ss N c Nc BASKETBALL f # f ak ccxrNT sr s 1 11. CONNECTION TO THE SANITARY SEWER LATERAL SHALL BE 5' FROM , !4�-_ - LSV PHASING) I I rad Oak-orlENCE K I i � I FACE OF THE PROPOSED BUILDING. REFER' TO THE MEP PLANS FOR THE i Off DEs o� ! d 91, t 6'p FENCE I I s 7 RIC RE�, '�� ,. ij ,� , 1 " k d � or � tL CONTINUATION OF THE SANI TAR SEWER LATERAL UNDER THE BUILDING IN L1ONE SraRY 1__� i I #" 1� �1¢•r WAL C AND FOR THE CONNECTION TO THE EXISTING LINE. = BRICK But TNG i I d 1 ,3 I C • --CONC �� I f i I , �" 4" ° cc1Nc GArr I 4 I 17. CONTRACTOR SHALL ADJUST EXISTING CLEANDUTS AND SSMH RIMS T�7 44G P09tGFi I I I F ;. J l I ( No f � 14 _ - ,. i 16" oak (I 4 PARKING c I MATCH PROPOSED GRADES. �_ r." 24 Oak ROCk / GA5 SHUTOFF �'�"� 7` Oak 6 Oa 10' Oak BASKETBALL I - siTPs 4� , y9- ��' j I - i 1 " j 1 f I I 13. PRI VA TE SANITARY SEWER SERVICES NEED A PLUMBING PERMIT AND • BUILDING I ! ;'kw,�c I ) uadr,pIr . ,., MUST BE INSPECTED BY BUILDING INSPECTORS PRIOR TO BURIAL. 1 4 r' LOO � �� r. � 1w1 � OVERHANG � �` r roc � " I I ookV f 20" Oak l {o� { 14. EXISTING SEPTIC SYSTEM & VAULT SHALL BE REMOVED & LEGALLY (I rP•} ra 1 RET. I� .. II �" ; I� `' 12' ook _� ��r l 'r DISPOSED OF IN CONJUNCTION WITH TCEQ REQUIREMENTS. WAl_' I�, zz too "8 y e I Yi k4" J sok �- PROP GREASE + } _ - I� I TRAP- REfL�]7 il!- rl s��aA � ��'.: o.s' NRUE - I EIS7a �. \ .. MEP tfOak - -war RET. I ° I L7auble 16' 6� Jjr STA 4'�'01.-40 9� f- �9 s MULTI -STORY REFER 1D' ATEA FLANS ,g• �M EW T° I � ` I BRICK BUILDING FOR SS CUNNECTI RED jj �s. _ �� .--WA ZER NO ZES- ETEC � � � 1 � - -_ - STA 4+87: �.� � Flt 4 67.350 6+UILDING.. �' R BUILDING i N 7076',550.96 :+ ,�� „i c ONE STORY _ OVERHANG u: M 1. ALL 6- WATERLINES (FIRE) SHALL BE PVC {"DR -14). REMe7YF EX! T TEM dt VA ,r' .' I; {Tl'P.} j ., ,. �- -j" - � E 73705 4' AROUGHT I '`'y aIJIL�ING BRICK �` I 2 & 3 WATERLINE (DDM) SHALL BE COPPER DR POLY CONNECT Til ST SERV ° 1 IFtQN HA�,r> N it RAIL v ( ) `"" BUILDING 0.4 TUBING. ' OVERHANG 18" Oak TYP. wOOp -4. y �• -`` _ -'`' f '' cGN STA 0+29.04 W LINE 'A1' _ � � I � 1 - k !I G.6' DoE RAMP ' I h, M I 2. CONTRACTOR TO VERIFY THE LOCATION OF EXISTING 680 4'0 675.5 - f- - � 11 ',_ r� BUILDING STA O+Ir7g4 W UNE A2',tY II .8 °Qk / /,-TIE P 0. "`I0 I,tr ti 1 WATER LINES PRIOR TO CONSTRUC'77ON_ ►70265,35,12 t-�-`"� t' _ G.�'Tw,�� cr.P.7 3 r� m - wn �` WALE jI �' I L 1-Jffix w ICL a• I SG I E 2,370424,49 � � x4 - S 50.80 , UNE 'A1' 'r. i J. INSTALL ALL VALVES IN BOXES WITH RIMS FOR i r# aNl 'y ' ,` ��� - - - - : LIGHT - LI ►E 'A2' N i9 ,�. [7EDUCrER Irl 1 gat ,. i I I �� I -I1z ACCESS AND OPERATION r COC i d' t 90' E 2370697.93 P ANG °•► I ryt 8A OW PREFNTER, IN BLDG, I N CONC GONG 642398 c NC i; ! I I 4. THRUST BLOCKS SHALL BE PROVIDED ON ALL. E 23 929,3 (Rf� 70 MEP PL* FOR _ PAVING - __ �_ " f' . --= - -- - _'' I '�,4 I FITTINGS, BENDS AND DEFLECTIONS Oak .f w .-- 10" Oak CO�T10N 0 ST',,f' I 1 , N 5 ALL DUCTILE IRON FITTINGS HALL BE WRAPPED WITH PARK LOT- f act fY �.✓"- ' r - '' r irnd' R q� I" n E 2370719 6 T r G A L. , 899 a- I I S Cow r PROIP -°�� c -a J P. R.1 T. I -� - N 20 MINIMUM 8 MIL POLYETHYLENE. ` /' � �''' P�� ==' � �• ~ �' • ',„ .-., LI _ , E 23717746,93 u � r � � I � WATER SEI?VI i / RE AND DOMESTIC WA TERLINES SHALL BE �nauole 03" c, 62 PROW" 6" sem _ `' INSTALLED BY A UTILITY CONTRACTOR PRE -QUALIFIED I 61 PROP 3" WA LINE - +n o I . WITH THE CITY 5TA !]+110 W LINE A2 /� I I I � ! � - WATER NC CUR s r l C[] l i � � iCONNECT T?0, l�S7iNG ,, ✓ r Nfl ' j I 7. TXDOT PERMIT REQUIRED FOR WA TER LINE DOM METER �`' h ! ` TER,ss, "� I .� s-q'n- / N 792641&94 IMPROVEMENTS WITHIN F.M. 179. � r CUNc e` oaks E 2371192.93I ✓ �WA i 4 I I �' ITCHY fANNI ,G �1' _ 1 ' . (PU66ClC - I STA 0+2169' W MINE A l , - / 1-2' DCVII WATER METER � i WA VEL J N 7026418 65 Gut ;+�r 7 5 ,>5 I, L r 1 'J. C;­ kE:�,Q7.93 Z/ ,, � - IAeku t ��-- � HYDR _ _ _ - -•. i ,r'f ! cc :'rr berry so YGROUN =` �}} 4 r k I a f I 14 H4akb EQUIP SrA , Oe+s Oa 60 W LINE A 1' Tp2641 : r i• M P nc CONNECT 70 EXIST HZ. f WA ��4✓ _ 1-12x2'" TAPPING SLEE,YE & VAL, ; 117, £ 01, r Tri#tla 6"113'12" Oak - N 7026394.96 I (- jJ - ' I � f 77 7� ZE f' 1 Aw�Q IC%ounla 12 � E 237+1697.94 s I ,•• �.r'y . - r _ _ z � V I lL1 1 ! NO 1 C �� �' � l Ir� �� THE UTILITIES SHOWN' ON THE PLANS WERE COMPILED FROM z a "� '� ``--� ✓ �� f r� ' ` f - c - ' -- - Double 3,10" rook FO � I I VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL f c.A/ -'- EXISTENCE AND LOCATION OF UTILITIES IN THE AREA OF CONC .�'` / x.- r �,.-' . -, /,• ,, '� �' N89?33!`28"1►V 1,89.51' - a -� 1 AwN� .- �, Ott f� r PCO NG r f�� 1' I ->� 1 1 R, i 1 CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ,✓ f ta THE ACCURACY OF THE UTILI TY INFORMA TION SHOWN ON '-'--�!N o�� .� -�' �%{ r 1 �' I + THE PLANS. THE CONTRACTOR SHALL VERIFY THE EXACT - EXISTA ' -' ✓ .- 4F " -, '' r �' / I I LOCATION OF ALL U TILI TIES PRIOR TO CONSTRUCTION, THE / r c c CURS lr A / f I ff "uTTeR CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS IN 9 ''�"NowL�� �' � � oak i �` � .�' I I I I ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO ` 'r �- I DETERMINE IF THERE IS ANY CONFLICT WITH THE PROPOSED FACILfTIES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIA TEL Y WHEN CONFLICTS WITH EXISTING UTILITIES ARE / { DISCOVERED. 104C CU rJU �, 1 of T 61 CONC ! 4 % I CREEKSIDE LAUD COMPANY LTD I f I I / PAVING ,i CNG� ZONED; SF1 �-A �g1 I N / PAVING � ��' � I � I I !L.U,D.=LOW DENSITY RESIDENTIAL CITY CASE NO. ZA 19-0079 TNP PROJECT NO. RIC171JB 7NP TBPE REGIS IRA TION NO. F-2JD architecture I Interiors planning I graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowrell.com This document is for interim review and is not intended for construction, bidding or permit purposes. SCOTT A. GIBSON P.E. Date. JAN 2020 Tx. Reg. # 89290 client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 7+6180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5737 N. Riverside Drive, Suite 100 Fort Worth, TX 76137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1616 Corporate Court, Suite 100 Irving, TX 75038 972-929-1190 project THE HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect, original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title WATER & SANITARY SEWER PLAN project number date sheet ■ 16100.100 01.27.2020 FNW 110E BLVD-) $OUTpO (W. ZUNI CRAPE MYRTLE (2) WINTERCREEPER (99) BERKELEY SEDGE (126) EXISTING MONUMENT SIGN TO REMAIN 20'-0" LANDSCAPE BUFFER, LAC EY OAK (6) TYPE "0" DWARF ABELIA (95) ZUNI CRAPE MYRTLE (10) - EXISTING TREES TO REMAIN; TYP. 9" MOW BAND; SEE DETAIL, SHEET L1.07,, r ZUNI CRAPE MYRTLE (3) a - X. WINTERCREEPER 73) SD dOO r 9" MOW BAND; SEE DETAIL, SHEET L1.07 -- ba EXISTING TREE TO REMAIN; TYP. r WOE FENr,E �. f 4 10'-0" LANDSCAPE BUFFER, EXIST? -' CC TYPE "G' i PARKIIMG LOT ,. , 1 -STORY I 11Jsf FM 110?B BLVD-) THLW. SOU CEDAR ELM (1) R 25' ZUNI CRAPE MYRTLE (3) 9" MOW BAND; SEE DETAIL, SHEET L1.07 HENRY DUELBERG SAGE (79) LAC EY OAK (1) DWARF ABELIA (59) SEASONAL COLOR (550) EXISTING TREES TO REMAIN; TYP. WINTERCREEPER (733)x;-�-,�„ 5 SOD ` _SOD 1 -1 4IMITS of Sob � f 9" MOW BAND; SEE vii f DETAIL, SHEET L1.07 9" MOW BAND; SEE M WINTERCREEPER (905) SOD DETAIL, SHEET L1.07 i LIVE OAK (1) i ...: WINTERCREEPER (188) LIVE OAK (1) WINTERCREEPER (357) ZUNI CRAPE MYRTLE (2)�f *. LIVE OAK (3) 10'-0" LANDSCAPE BUFFER, TYPE "C" --b l I I BRODIE JUNIPER (20) 1 k 4 CEDAR ELM (2) ZUNI CRAPE MYRTLE (6) WINTERCREEPER (580) 10'-0" LANDSCAPE BUFFER, _,'' TYPE "C" e $ARM_-- WRE BICE �.tl ► 1 t I, tnp GRAPHIC SCALE 40 0 20 40 80 GRAPHIC SCALE: 1" = 40' EXIST M PARKING LOT EMIS7M PARKIMG LOT (14) BRODIE JUNIPER V _ 1ROh FEN4( GRAYE1 SOD y R 118' SOD -fir J-6' r� YALYL _(1 1) DWARF ABELIA _(1 9) RED + YELLOW YUCCA (1) CEDAR ELM (194) SEASONAL COLOR �— 9" MOW BAND; SEE DETAIL, SHEET L1.07 uvii�rnie 4' Y1FtOUGHT IRON H00 FiA1L - V HAND RAR. coNc LAJ:.- - 9UILU4NG JfJ`'CV£Rl1u�G (TYP } (527) BERKELEY SEDGE u JCTFM NNWCl PS Ian SIGN EXISTING TREES TO REMAIN; TYP. rri , LACEY OAK (6) coNC arae a GUVER ZUNI CRAPE MYRTLE (6) _ �..--outLET iiGHT 4AK - ,, 11GM1 MUSTZ^ ^ - s� j � f"A;FIxIMf� I r ALUMINUM EDGING; SEE DETAIL, SHEET L1.07 (73) BERKELEY SEDGE (40) DWARF ABELIA (34) DWARF ABELIA (186) BLUE GRAMA (36).. RED + YELLOW YUCCA II i IS7M B #LDM 1 MULTI -STORY LI30,1 VOD Sao ti r� BASKMACL ,qwy cuNC . _ aASKETBAU. COW7 GNANUW GIMI.VS OF Spo Sao fir` x ti —L CNAWIJH• FENCE 9" MOW BAND; SEE DETAIL, SHEET L1.07 --_ R 17' EXIST BLDG 4 7�"L?Y _ 2,379sf ON WME k -'IE FiET_ W_ - SYNC PAVING Sit- :wa 18" MOW BAND UNDER FENCE; SEE EMISIrm, MADA►Ii1G 3 — Canopy Trees 1 -STORY Shrubs ,43 Srf, (2) ZUNI CRAPE MYRTLE (77) WINTERCREEPER (122 sf) FAIRLAND PINK GRAVEL (41) BLUE GRAMA (1) CEDAR ELM BASKMACL ,qwy cuNC . _ aASKETBAU. COW7 GNANUW GIMI.VS OF Spo Sao fir` x ti —L CNAWIJH• FENCE 9" MOW BAND; SEE DETAIL, SHEET L1.07 --_ R 17' EXIST BLDG 4 7�"L?Y _ 2,379sf ON WME k -'IE FiET_ W_ - SYNC PAVING Sit- `OD i '_ (26) DWARF ABELIA (222) SEASONAL COLOR I 32'-0"L X 8'-0"H. AMERISTAR ROLLING ; SEE DETAIL, SHEET L1.07 8'-0" HT. ORNAMENTAL METAL FENCE W! 18" WIDE CONCRETE MOW STRIP; SEE DETAIL, SHEET L1.07 I I I EXISTING TREES TO REMAIN; TYP. I 1 � rI sI I I EXISTING TREES e I N TO REMAIN I J __------------------------— ---_---_ 110'-0" LANDSCAPE BUFFER, TYPE "C" OVERALL LANDSCAPE PLAN FOR THE HILLS CHURCH SOUTHLAKE CAMPUS DIE JUNIPER L10'-0" LANDSCAPE BUFFER, TYPE "C" tn teague nail & perkins 5237 N. Riverside ©rive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.336.2813 fx TBPE Registration No. F-230 W W W.tn pine.eom KEY PROPOSED CANOPY TREE EXISTING TREE TO REMAIN PROPOSED EVERGREEN SCREENING PROPOSED ACCENT TREE PROPOSED SHRUB PROPOSED & EXISTING LANDSCAPE BED PROPOSED GROUNDCOVER Required Landscape Summary Zoning: Public Facility (CS) 18" MOW BAND UNDER FENCE; SEE % of Area in Front or Side Canopy Trees DETAIL, SHEET L1.07 Shrubs Ground Cover (Sq.Ft.) R 5' Fence /Screening 11,441 9" MOW BAND; SEE Length Bufferya rdWidth /Type DETAIL, SHEET L1.07 AceentTrees Shrubs EXISTING TREES TO I� REMAIN; TYP. Line 121 2 90 _UJ , I o 693 I L` 21 G7 N/A 15,403 93% 132 10 13 Trees Proposed + 7,468 i +/yam Provided 8'-0" HT. ORNAMENTAL METAL FENCE 20'- Type "Q" 14 Credits from existing W! 18" WIDE CONCRETE MOW STRIP; 181 SEE DETAIL, SHEET L1.07 EXISTING TREES TO trees to meet requirement REMAIN; TYP. East (100) HENRY DUELBERG SAGE 4 Not Required (59) DWARF BURFORD HOLLY `OD i '_ (26) DWARF ABELIA (222) SEASONAL COLOR I 32'-0"L X 8'-0"H. AMERISTAR ROLLING ; SEE DETAIL, SHEET L1.07 8'-0" HT. ORNAMENTAL METAL FENCE W! 18" WIDE CONCRETE MOW STRIP; SEE DETAIL, SHEET L1.07 I I I EXISTING TREES TO REMAIN; TYP. I 1 � rI sI I I EXISTING TREES e I N TO REMAIN I J __------------------------— ---_---_ 110'-0" LANDSCAPE BUFFER, TYPE "C" OVERALL LANDSCAPE PLAN FOR THE HILLS CHURCH SOUTHLAKE CAMPUS DIE JUNIPER L10'-0" LANDSCAPE BUFFER, TYPE "C" tn teague nail & perkins 5237 N. Riverside ©rive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.336.2813 fx TBPE Registration No. F-230 W W W.tn pine.eom KEY PROPOSED CANOPY TREE EXISTING TREE TO REMAIN PROPOSED EVERGREEN SCREENING PROPOSED ACCENT TREE PROPOSED SHRUB PROPOSED & EXISTING LANDSCAPE BED PROPOSED GROUNDCOVER Required Landscape Summary Zoning: Public Facility (CS) Location/Length of Base % of Area in Front or Side Canopy Trees Accent Trees Shrubs Ground Cover (Sq.Ft.) Seasonal Color (Sq.Ft.) Fence /Screening 11,441 Required Provided Length Bufferya rdWidth /Type Canopy Trees AceentTrees Shrubs Credit for Preserved Trees Line 121 2 90 Height & Material North Required 693 20'-Type"0" 27 21 97 N/A 15,403 93% 132 10 13 Trees Proposed + 7,468 523 Provided 20'- Type "Q" 14 Credits from existing 22 181 trees to meet requirement East Required 4 Not Required 0 0 4 N/A Provided 0 0 0 0 0 South Required 858 10'- Type "C" 26 34 102 8' Ht. Screening Fence ** 28 Evergreens proposed Evergreen Shrubs and Evergreen Screen to Provided 10'- Type "C" * 26 Credits from existing 6 Credits from exissting exsiti ng vegetation to be used for Screening trees to meet requirement accent trees to meet be used for Buffer Requirement requirement Requirements Shrubs West Required 490 10' -Type "C" 1s 20 59 8' Ht. Screening Fence Evergreen Shrubs and Evergreen Screen to Provided 10'- Type "C" " 15 Credits from existing 20 exsiti ng vegetation to be used for Screening trees to meet requirement be used for Buffer Requirement Requirements Shrubs * Notes any credits used in calculations: Buffer requirements forthe "C" type buffer areas are being met by existing Canopy Trees to the West and Southern boundaries. **Existing accent trees and evergreens to meet accent tree buffer requirement. Summary Chart - Interior Landscape Landscape Area % of Area in Front or Side Canopy Trees Accent Trees Shrubs Ground Cover (Sq.Ft.) Seasonal Color (Sq.Ft.) Required 11,441 75% 22 45 286 1,716 229 Credit for Preserved Trees 121 2 90 Provided 15,403 93% 11 8 604 7,468 523 Totals 15,403 93% 132 10 694 7,468 523 CITY CASE NO. ZA 19-0079 TNP PRaJECT N� RlCI �13� TNP TBPE REGISTRA I10N NG! F-2,3� architecture interiors planning graphics 8870 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. WILLIAM H. SMITH R.L.A. Date: .SAN 2024 Tx. Reg. # 2663 client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 75180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 75137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-523-5874 mep engineering DFW CONSULTING GROUP 1515 Corporate Court, Suite 100 Irving, TX 75038 972-929-1199 project THE HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title OVERALL LANDSCAPE PLAN project number date sheet 15100.100 01.27.2020 'swA CEDAR ELM (1) R 25' ,` ZUNI CRAPE MYRTLE (3) + AK5 113L 9" MOW BAND; SEE DETAIL, SHEET L1.07 (W S6 � HENRY DUELBERG SAGE (79) LACEY OAK (1) ZUNI CRAPE MYRTLE (2) SEASONAL COLOR (550) DWARF ABELIA (59) WINTERCREEPER (99) EXISTING TREES TO _- BERKELEY SEDGE (126)` REMAIN; TYP. EXISTING MONUMENT SIGN TO REMAIN WINTERCREEPER (733) 20'-0" LANDSCAPE BUFFER, - SOD - ti LACEY OAK (6) TYPE "D" -> - t� ,BCT FM 1938 SIG GONG CURB EXISTING TREES TO REMAIN; TYP. & GUTTER H P p.At LACEY OAK (6) " CONC CURB GUTTER ZUNI CRAPE MYRTLE (6) �N� QN��,G �' \ $ r OUTLET ET RIGHT LANE _ .- _ '� y SIGN MUST TURN SIGN ,. ! 9 I d r CO,, P1+,ANG 4100 • V NO PARKING SIGN polo woo.' \ _ -W SOD , 0.IRTWBRICICK I ARIBoum OR I i COURTYARD r ` CABLE FENCE ,l DWARF ABELIA (95) y i CO c WOE ZUNI CRAPE MYRTLE (10) g:: �. ALUMINUM EDGING; BRIC RET I „18" MOW BAND 'UNDER FENCE; SEE EXISTING TREES TO REMAIN; TYP. - SOD BERKELEY SEDGE i SEE DETAIL, SHEET L1.07 '" DETAIL, SHEET L1.07 9" MOW BAND; SEE DETAIL, SHEET L1.07 y r y I (73) BERKELEY SEDGE I CFE; R 5' _ so R 118' ` J & ''� f (40) DWARF ABELIA �_ I 9" MOW BAND; SEE j ; ZUNI CRAPE MYRTLE 3 - (} _ r .l p DETAIL, SHEET L1.07 :,:HHILLS - ® r I it .: (2) ZUNI CRAPE MYRTLE \ (77) WINTERCREEPER � EXISTING TREES TO REMAIN; TYP. (122 so FAIRLAND PINK GRAVEL 1 s J y rINTERCREEPER 73) CONIC r l r (41) BLUE GIRA MA \ (34) DWARF ABELIA I SO 9" MOW BAND; SEE ❑ETAIL, SHEET L1.07_ r -- z (1 } CEDAR ELM J _ (186) BLUE GRAMA 1 EXISTING TREE TO REMAIN; TYP. 36 RED + YELLOW YUCCA I \' �•. r L� r -~~ � 0.9' WIDE CON C. 0 �� r _ I I BASKETBALL I RET. WAI to I� GOAL U} -1 (79} DWARF IBE' IA `� e G a I cn BRICK t II ` ° CGATE II nBWI ING (793) BERKELEY CONC CURB °° G BKRel.& GUTTER aC' (fRK CHAINUNK 0 WALL FENCE oVING 4BARBED CONC (375) MEXICAN FEATHERGRASS SOD WRE FENCE CONC r / BASKETBALL ' ° ° CONI 9' —CONC 4. ' ,. 8'-0" HT. ORNAMENTAL METAL FENCE MDW BAND; SEE DETAIL, SHEET L1.07 COURT i, CHAINUNK y G. ODE (1) CEDAR ELM I I � ° FENCE I WI 18" WIDE CONCRETE MOW STRIP; r r I - RIw', _ I .� 1-.�' ALUMINUM EDGING; SEE DETAIL, SHEET 1.07 1 G�1 °Go G. SEE DETAIL SHEET L1.07 10-(i LANDSCAPE BUFFER, EXiI+��JTI�"VC7 /ONE STORY '� � / RET. WALL BRICK BUILDING (7) RED + YELLOW YUCCA EXISTING TREES TO TYPE "C" I a PARKM LOT GqN� �{ I -� (129) SEASONAL COLOR B' D ° f� ° � C�+G GATE I #— REMAIN; TYP. SPEP CONIC P( RCH ° ° 1 ° ° ~ 1 ROG I \ /�IDD1fTIr ° (100} HENRY DUELBERG SAGE V GAS SHUTOFF o ,r�� BASKETBALL STEPS / SOD VALVE yf- GOAL 1 I �iOCK l •� L I (59) DWARF BURFORD HOLLY 4 _ CBUILDING PI OVERHANG PAVING V �I \ RET. I I N_ 0 RRO K WALL & NC I — (11) DWARF ABELIA w T. I ROCK F s4a (19) RED + YELLOW YUCCA 5 9" MOW BAND; SEE ° f t /I (1) CEDAR ELM l / • 194 SEASONAL COLOR I ° I DETAIL, SHEET L1.07 _ ( ) SOD. 9" MOW BAND; SEE ° ° WINTERCREEPER (905) DETAIL, SHEET L1.07 I 9" MOW BAND; SEE RO 3uiLolr c ° I LIVE OAK (1) SO DETAIL, SHEET L1.07 ° Wog WINTERCREEPER (188) IRON HAND ` 1 I ° c c c 4' WROUGH I ° \ OWING RAIL 3' HANG l RAIL I.) AMP 6r CONIC _ 4- BUILDING I X 6' IDE GATE OVERHANG WALL 0..7' WIDE U (TYP.) �"YC _` � I x TIE WALL ENCLOSURE ;,�� K LIVE ®AK (�) IR FEN CE �'�� f n WINTERCREEPER (357) x, — \ ° ° ZUNI GRAPE MYRTLE (2) " 1.,, LIMITS OF SOD LIVE OAK (3) c ° ° w 10'-0" LANDSCAPE BUFFER, I EXISTii r ° ° ° GATE j SOD SODS yr TYPE "C"Y DNc cuR 1 ltI r 8i�liV ' % I -W T % ° \ PICNIC CON.0 PAVINGT /v CGU 1 ° l 000 ° o CONIC 1 \ 4' WROUGHT PAVING 4 IRON FENCE —7' WOOD I O \ FENCE l ° o GRAVEL l l 0. © � � ° I I 4' WROUGHT , I PLA I IRON FENCE o BRODIE JUNIPER (20) I I EQUIP d 0.5' RELT.A TIC EQUIP WALL ONC CURB C �VIN a, e�)rEu� � PAVING ti,a r 0.6' 'WIDE x-T1E RET. WALL ° LIMtTS OF SOD t SOD 0 1 SOD — — — — — — — — - — — — - I ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME i — CEDAR ELM (2} j - GATE � O ^+C KTras L{n CONC a1 I 4' WROUGHT PAVING / IRON FENCE ZUNI GRAPE MYRTLE (6) I O CONC CURB ~ & GUTTER i 9" MOW BAND; SEE °� SOD I ' QTY DETAIL, SHEET L1.07 1 1 SITE ---= R 17' i Tres Une 0.6' WOE I- x -TIE RET. N/n CONC CURB & GUTTERl til i 30"- 36" EXWST 0.4 MAD€ ".. j RET.IWAL . '' (26) DWARF ABELIA Z 4 1 (222) SEASONAL COLOR L BLDG''- x CONIC BDILDII, OVERHA 179 HENRY DUELBERG SAGE Salvia farinacea'Henry Duelberg' j I (TYP. 1 I I BUILDING D� "�°E RED + YELLOW YUCCA 32'-0"L X 8'-O"H. AMERISTAR Line 1 b RET.. WjILL II 3`4' ROLLING ; SEE DETAIL, 0.6' WIDE I BOTANICAL NAME SHEET L1.07 x -TIE RET. WALL I ------- —_�\7YER I 8'-0" HT. ORNAMENTAL METAL FENCE ------ —_. Tee Line — WI 18" WIDE CONCRETE MOW STRIP; GONG I T Tree L SEE DETAIL, SHEET L1.07 I GAB. SL. 3899 I fi PLANT SCHEDULE .R. TCT Y (14) BRODIE JUNIPER 110'-0" LANDSCAPE BUFFER, a TREES QTY COMMON NAME BOTANICAL NAME TYPE "C" 16 CEDAR ELM Ulmus crassifoIia -_ I 1 5 13 LACEY OAK Quercus laceyi I \� 5 LIVE OAK Quercus virginlana 1 SOD — — — — — — — — - — — — - I ORNAMENTAL TREES QTY COMMON NAME BOTANICAL NAME i — CEDAR ELM (2} j - GATE � O ^+C KTras L{n CONC a1 I 4' WROUGHT PAVING / IRON FENCE ZUNI GRAPE MYRTLE (6) I O CONC CURB tnp 01 GRAPHIC SCALE to 0 20 40 80 GRAPHIC SCALE: 1" = 40' OVERALL LANDSCAPE PLAN FOR THE HILLS CHURCH SOUT'HLAKE CAMPUS LIMITS OF SOD D 48 BRODIE JUNIPER Juniperusvirginiana'Brodie' I � i — � , — 11 01 L10' -fl" LANDSCAPE BUFFER, TYPE "C" I (14) BRODIE JUNIPER. SHRUBS PLANT KEY TREES COMMON NAME CEDAR ELM I LACEY OAK 0 LIVE OAK ORNAMENTALTREES COMMON NAME BRODIE JUNIPER SHRUB AREAS ZUNI CRAPE MYRTLE I f SHRUBS COMMON NAME DWARF ABELIA I DWARF BURFORD HOLLY I tnp teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.336.2813 fx TOPE Registration No. F-230 www.tnpinc.com 4" Cal. Min. 12'-14' 5'-6' As shown 4" Cal. Min. 10'-12' 6'-6' As shown 4" Cal. Min. 12'-14' 6'-8' As shown SIZE HEIGHT SPREAD SPACING 2" Cal. Min 6' min. 3'4' As shown 34 ZUNI CRAPE MYRTLE & GUTTER i < WINTERCREEPER (580) 4 SEE PLAN QTY COMMON NAME 1 1 SITE HEIGHT SPREAD i Tres Une DWARF ABELIA CONC CURB & GUTTERl 5 gal 30"- 36" 20"-24" 10'-0" LANDSCAPE BUFFER, 59 DWARF BURFORD HOLLY Ilex cornuta 'Burfordii Nana' 5 Gal. TYPE "C" 20"-24" 36" O.C. 179 HENRY DUELBERG SAGE Salvia farinacea'Henry Duelberg' PAVING CONC PAVING I I 24" O.C. 62 RED + YELLOW YUCCA Hesperaloe parviflora Line 1 II CC14r C1 1R9 3`4' As shown QTY I BOTANICAL NAME C GCURa HEIGHT ------ ------- —_�\7YER I ------ —_. Tee Line — Bouteloua gracilis'Blonde Ambition' — — — — — — — — — — — — — — — — — — — + T Tree L 24" O.C. (14) BRODIE JUNIPER 110'-0" LANDSCAPE BUFFER, TYPE "C" tnp 01 GRAPHIC SCALE to 0 20 40 80 GRAPHIC SCALE: 1" = 40' OVERALL LANDSCAPE PLAN FOR THE HILLS CHURCH SOUT'HLAKE CAMPUS LIMITS OF SOD D 48 BRODIE JUNIPER Juniperusvirginiana'Brodie' I � i — � , — 11 01 L10' -fl" LANDSCAPE BUFFER, TYPE "C" I (14) BRODIE JUNIPER. SHRUBS PLANT KEY TREES COMMON NAME CEDAR ELM I LACEY OAK 0 LIVE OAK ORNAMENTALTREES COMMON NAME BRODIE JUNIPER SHRUB AREAS ZUNI CRAPE MYRTLE I f SHRUBS COMMON NAME DWARF ABELIA I DWARF BURFORD HOLLY I tnp teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.336.2813 fx TOPE Registration No. F-230 www.tnpinc.com 4" Cal. Min. 12'-14' 5'-6' As shown 4" Cal. Min. 10'-12' 6'-6' As shown 4" Cal. Min. 12'-14' 6'-8' As shown SIZE HEIGHT SPREAD SPACING 2" Cal. Min 6' min. 3'4' As shown 34 ZUNI CRAPE MYRTLE Lagerstroemia indica x fain e!'Zuni' 2' Cal. Min. 6'-8' 5`-6' SEE PLAN QTY COMMON NAME BOTANICAL NAME SITE HEIGHT SPREAD SPACING 344 DWARF ABELIA Abelia x grandiflora'Rose Creek' 5 gal 30"- 36" 20"-24" 30" O -C. 59 DWARF BURFORD HOLLY Ilex cornuta 'Burfordii Nana' 5 Gal. 24"-28" 20"-24" 36" O.C. 179 HENRY DUELBERG SAGE Salvia farinacea'Henry Duelberg' 5 Gal, 18"-22" 12"-15" 24" O.C. 62 RED + YELLOW YUCCA Hesperaloe parviflora 5 Gal. 3'-4' 3`4' As shown QTY COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD SPACING 227 BLUE GRAMA Bouteloua gracilis'Blonde Ambition' 1 Gal. 8"-10" 6"-8" 24" O.C. 3,423 WINTERCREEPER HENRY DUELBERG SAGE GROUND COVERS QTY COMMON NAME 1,519 BERKELEY SEDGE. � RED +YELLOW YUCCA BLUE GRAMA WINTERCREEPER GROUND COVERS COMMON NAME n1a nla BERKELEY SEDGE CASE NO. FAIRLAND PINK GRAVEL 19-0079 RIC17IJ8 MEXICAN FEATHERGRASS 19-0079, SEASONALCOLOR TIF 419 BERMUDA SOD Euonymusfortunei'Colorata' 4"pot BOTANICAL NAME SIZE Carex divulsa 4' pot 318 s1 FAIRLAND PINK GRAVEL Fairland Pink Gravel 16,438 sf FINE CUT HARDWOOD MULCH Fine Cut Hardwood MuIGh 10"-12" V-2' 16" O.C. HEIGHT SPREAD SPACING 8"-10" 12"-16" 16" O.C. 112'- 1" Dia. n1a n1a n1a Bulk 375 MEXICAN FEATHERGRASS Nassella tenuissima 'Pony Tails' 1 gal 1,095 SEASONAL COLOR 39,939 sf TIF 419 BERMUDA SOD Per Season 4"poi n1a n1a n1a 12'-15" 10"-12" 18" O-C- nla nl'a 12"o.G. Turf TIF419 Cynodon Dactylon Solid Sod I Roll n1a n1a nla CITY CASE NO. CITY CASE N0. ZA TNP PROJECT N0. 19-0079 RIC17IJ8 ZA 19-0079, TNP WE REGIS TRA 77ON N0. F-230 architecture I interiors planning I graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. WILLIAM H. SMITH R.L.A. Date: JAN 2020 Tx. Reg, # 2663 client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 76180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 76137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1616 Corporate Court, Suite 100 Irving, TX 75038 972-929-1199 project THE 'HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title OVERALL LANDSCAPE PLAN project number date sheet 16100.100 01.27.2020 01W_I..•.114T.TI POST ABOVE GROUND STAKING SYSTEM;13 � 13 611 I �� 11 SEE SPECS FENCE LINE ROOT BALL TREE PIT POST 3" PERFORATED PVC TREE PLANTING 4,000 PSI CONCRETE (2) #3 REBAR, CONT. COMPACTED SUBGRADE 8" DEEP x 12" WIDE, 95% PROCTOR FINISH GRADE FOR TURF IS 1.5" - 2" BELOW CURB LIGHT BROOM FINISH, SLOPE TO DRAIN 1/2" CHAMFER #3 CROSSBAR @24" OC, TYP (1.5" CLEARANCE FROM TOP) 3" MULCH LAYER OR 4" DECOMPOSED GRANITE; REFERENCE PLAN PLANTING MEDIA OR COMPACTED SUBGRADE FOR DECOMPOSED GRANITE NOTE: 1. MOW CURBS SHALL HAVE EXPANSION AND CONTROL JOINTS. EXPANSION JOINTS SHALL BE LOCATED EVERY 50' O.C. AND TOOLED CONTROL JOINTS SHALL BE LOCATED EVERY 10' O.C. 2. PROVIDE POSITIVE DRAINAGE FROM PLANTING BED WITH MAX. 0.5% CROSS SLOPE, TYP. 9" WIDE CONCRETE MOW BAND DIMENSION OF PLANT SPACING MAY BE VARY; REF. PLANT SCHEDULE 0 PLANT LOCATION I PAVING EDGE OR *NOTE: BACK OF CURB 1. X = 12" MIN. FOR GROUNDCOVER 2. X= 24" MIN. FOR SHRUBS 3. SPACING DIAGRAM REFERS TO ALL PLANTING UNLESS OTHERWISE NOTED EXPOSE TOP 1/" TO %4" OF ROOTBALL IN PLANTING MIX, COVER WITH MULCH FINISH GRADE 4" THICK; 1/4 X 1/2 FAIRLAND PINK GRAVEL; COLLIER MATERIALS SPACING AS NOTED IN PLANT SCHEDULE I _ NTS 4" OF SPECIFIED/SOIL AMENDMENT TILLED 4" INTO TOPSOIL TO ACHIEVE 8" OF PLANTING MEDIA SECTION VIEW (REF. SPECIFICATIONS AND PLANTING NOTES) UNDISTURBED SUBGRADE) SHRUB AND GROUNDCOVER PLANTING DETAIL NTS NTS GRAVEL DETAIL SIDEWALK/BACK OF CURB; REF. PLAN TOP OF GRAVEL 1/8 " - 1/4 " BELOW PAVEMENT 4" THICK; 1/4 X 1/2 FAIRLAND PINK GRAVEL; COLLIER MATERIALS WEED BARRIER FABRIC - TURN UP 2" ALONG EDGE OF PAVING COMPACTED SUBGRADE; (REF. SPECIFICATIONS) NTS G1 HE - 41 5' FA GATE MOUNTING POSTS it FENCE POST FENCE LINE TlT?'T' A TT A TIT T A TT 1l LSF 1 t1KU U Url 5 V. "'TAIL C DETAIL A DETAIL B DETAIL C m o ® O O O m ®I �\ + + U � o 0 /D VEW Iso VEW FR+OWT NEW WE YM TAP VFW TRANSPORT II - MAJESTIC 8'H x 30' CANTILEVER ROLLING GATE 1 %" x 1%6" TUBULAR STEEL RAIL, TOP AND BOTTOM Ilk 8' MAX. POST SPACING k 8' MAX. POST SPACING 3" M CONCRETE FOOTING SET AT EACH POST. (3500psi CONCRETE FOOTING AT 8'-0" O.C. MAX. SPACING); SEE DETAILS ON SHEET L1.07 .75MIN. �8'-0" HT. ORNAMENTAL METAL FENCE -0" HT. ORNAMENTAL METAL FENCE MULCH, SEE PLANT MATERIAL SCHEDULE AND SPECS WATERING RING SHRUBS OR GROUNDCOVER, SEE PLANS 8:1 SLOPE AMENDED AND TILLED PLANTING SOIL. SEE DETAILS AND SPECS FINISH GRADE IS 3" BELOW TOP OF CURB IN PLANTING BEDS CURB, SEE CIVIL PLANS COMPACTED BASE, SEE CIVIL PLANS 18" MOWSTRIP; TYP. SEE DETAIL E, SHEET L1.07 POST 2" & x 16 GA. CONTINUOUS WELD ON ALL SIDES FOR ALL MEMBERS 'R 16 GA. PICKET @ 4" O.C. W/ FLUSH PICKET CAPS NTS 1/2 tnp teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.336.2813 fx TBPE Registration No. F-230 www.tnpinc.com FENCE - REF PLANS FOR FENCE TYPE & HEIGHT DRY BRUSH FINISH CONC SLOPE CONC MOWSTRIP IN DIRECTION OF FINISHED GRADE TO PREVENT PONDING WATER BEHIND MOWSTRIP #3 BARS CONTINUOUS Id o. I CONCRETE FOOTER a$. 18" 18" WIDTH CONCRETE MOW STRIP AND FENCE SLEEVING FOR PLANTING BED ISLANDS FOR TURF ISLANDS PARKING LOT ISLAND WITH 8:1 SLOPE (APPLIES TO ALL PARKING ISLANDS LANDSCAPE DETAILS NTS TREE, SEE DETAIL THIS SHEET TREE ROOTBALL WATERING RING SOD 8:1 SLOPE SPECIFIED TOPSOIL FINISH GRADE IS 1" BELOW TOP OF CURB IN TURF AREAS CURB, SEE CIVIL PLANS COMPACTED BASE, SEE CIVIL PLANS NTS CITY CASE N0. ZA 19-0079 TNP PROJECT NO. R1C17138 TNP TBPE REG/STRA TION N0. F-230 NTS architecture interiors planning graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. WILLIAM H. SMITH R.L.A. Date: JAN 2020 Tx. Reg. # 2663 client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 76180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 76137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1616 Corporate Court, Suite 100 Irving, TX 75038 972-929-1199 project THE HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title OVERALL LANDSCAPE PLAN project number date sheet L1.03 16100.100 01.27.2020 EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL; TREES WHOSE TRUNK ABOVE GROUND STAKING SYSTEM FLARE IS NOT VISIBLE SHALL BE INSTALL PER MANUFACTURERS REJECTED; DO NOT COVER THE TOP OF INSTRUCTIONS; SEE SPECS THE ROOT BALL WITH SOIL. (3) 3/4" WOVEN POLYPROPYLENE SET TOP OF ROOT BALL 1" ABOVE FINISH GUY LINES, GREEN, 900 LBS BREAK GRADE FOR EACH CALIPER INCH OF TRUNK; STRENGTH; SEE SPECS EXAMPLE 3" CALIPER TREE IS 3" ABOVE FINISH GRADE 3" PVC STAND PIPE, CLASS 200, W/ CAP PAINTED FLAT BLACK; DRILL 5/8" DIA. HOLE IN CAP FOR REMOVAL; TOP OF PVC STAND PIPE TO BE FLUSH 3" THICK MULCH LAYER; TRANSITIONS TO 1" W/ FINISH MULCH LEVEL AT TRUNK; UNLESS SHOWN PLANTED IN DECOMPOSED GRANITE; SEE PLANTING WRAP SIDES OF PIPE IN NON -WOVEN PLANS AND SPECS GEOTEXTILE FILTER FABRIC NON -WOVEN GEOTEXTILE FILTER 2x R LL L 4" HIGH EARTH SAUCER BEYOND EDGE OF FABRIC 6"-12" UP THE SIDE OF PIT MAI ROOT BALL; BLEND OUT TO MATCH GRADE 3/16" DRILLED HOLES L. UNDISTURBED SOIL ALL AROUND PIPE SCARIFY ROOT BALL AND EDGE OF HOLE ANCHORS SHALL BE SET MIN. 6" SPECIFIED TREE PLANTING MIX; BELOW THE BOTTOM OF THE I I= I I I—I I =) SEE PLANTING NOTES AND SPECS TREE'S ROOT BALL BUT AT LEAST 24" BELOW FINISH GRADE AND I=1 I III PUDDLE AND SETTLE BACKFILL IN LIFTS DEEPER IF SOIL CONDITIONS ' �. III— TO ELIMINATE AIR POCKETS REQUIRE SO ANCHORS WILL NOT SLIP UNDER TENSION 12 CUT AND REMOVE ALL ROPES, BURLAP AND WIRE FROM TOP 1/3 ROOT BALL 12" DIAMETER COLUMN OF (BROKEN ROOT BALL WILL CAUSE TREE COURSE WASHED RIVER SAND TO BE REJECTED) FROM BOTTOM OF SUMP ALL SECTION VIEW THE WAY TO FINISH GRADE PLACE ROOT BALL ON UNEXCAVATED SOIL NOTES: 1. ROOT BALL SIZE SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FRO NURSERY STOCK. 2. ROOT BALL WIDTH SHOULD BE DETERMINED BY THE FOLLOWING; 10" OF ROOT BALL FOR EACH CALIPER INCH OF TREE TRUNK. 3. ROOT BALL DEPTH IS 2/3 OF DIAMETER. 4. DO NOT HEAVILY PRUNE THE TREE AT PLANTING; PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. TREE PLANTING 4,000 PSI CONCRETE (2) #3 REBAR, CONT. COMPACTED SUBGRADE 8" DEEP x 12" WIDE, 95% PROCTOR FINISH GRADE FOR TURF IS 1.5" - 2" BELOW CURB LIGHT BROOM FINISH, SLOPE TO DRAIN 1/2" CHAMFER #3 CROSSBAR @24" OC, TYP (1.5" CLEARANCE FROM TOP) 3" MULCH LAYER OR 4" DECOMPOSED GRANITE; REFERENCE PLAN PLANTING MEDIA OR COMPACTED SUBGRADE FOR DECOMPOSED GRANITE NOTE: 1. MOW CURBS SHALL HAVE EXPANSION AND CONTROL JOINTS. EXPANSION JOINTS SHALL BE LOCATED EVERY 50' O.C. AND TOOLED CONTROL JOINTS SHALL BE LOCATED EVERY 10' O.C. 2. PROVIDE POSITIVE DRAINAGE FROM PLANTING BED WITH MAX. 0.5% CROSS SLOPE, TYP. 9" WIDE CONCRETE MOW BAND DIMENSION OF PLANT SPACING MAY BE VARY; REF. PLANT SCHEDULE 0 PLANT LOCATION I PAVING EDGE OR *NOTE: BACK OF CURB 1. X = 12" MIN. FOR GROUNDCOVER 2. X= 24" MIN. FOR SHRUBS 3. SPACING DIAGRAM REFERS TO ALL PLANTING UNLESS OTHERWISE NOTED EXPOSE TOP 1/" TO %4" OF ROOTBALL IN PLANTING MIX, COVER WITH MULCH FINISH GRADE 4" THICK; 1/4 X 1/2 FAIRLAND PINK GRAVEL; COLLIER MATERIALS SPACING AS NOTED IN PLANT SCHEDULE I _ NTS 4" OF SPECIFIED/SOIL AMENDMENT TILLED 4" INTO TOPSOIL TO ACHIEVE 8" OF PLANTING MEDIA SECTION VIEW (REF. SPECIFICATIONS AND PLANTING NOTES) UNDISTURBED SUBGRADE) SHRUB AND GROUNDCOVER PLANTING DETAIL NTS NTS GRAVEL DETAIL SIDEWALK/BACK OF CURB; REF. PLAN TOP OF GRAVEL 1/8 " - 1/4 " BELOW PAVEMENT 4" THICK; 1/4 X 1/2 FAIRLAND PINK GRAVEL; COLLIER MATERIALS WEED BARRIER FABRIC - TURN UP 2" ALONG EDGE OF PAVING COMPACTED SUBGRADE; (REF. SPECIFICATIONS) NTS G1 HE - 41 5' FA GATE MOUNTING POSTS it FENCE POST FENCE LINE TlT?'T' A TT A TIT T A TT 1l LSF 1 t1KU U Url 5 V. "'TAIL C DETAIL A DETAIL B DETAIL C m o ® O O O m ®I �\ + + U � o 0 /D VEW Iso VEW FR+OWT NEW WE YM TAP VFW TRANSPORT II - MAJESTIC 8'H x 30' CANTILEVER ROLLING GATE 1 %" x 1%6" TUBULAR STEEL RAIL, TOP AND BOTTOM Ilk 8' MAX. POST SPACING k 8' MAX. POST SPACING 3" M CONCRETE FOOTING SET AT EACH POST. (3500psi CONCRETE FOOTING AT 8'-0" O.C. MAX. SPACING); SEE DETAILS ON SHEET L1.07 .75MIN. �8'-0" HT. ORNAMENTAL METAL FENCE -0" HT. ORNAMENTAL METAL FENCE MULCH, SEE PLANT MATERIAL SCHEDULE AND SPECS WATERING RING SHRUBS OR GROUNDCOVER, SEE PLANS 8:1 SLOPE AMENDED AND TILLED PLANTING SOIL. SEE DETAILS AND SPECS FINISH GRADE IS 3" BELOW TOP OF CURB IN PLANTING BEDS CURB, SEE CIVIL PLANS COMPACTED BASE, SEE CIVIL PLANS 18" MOWSTRIP; TYP. SEE DETAIL E, SHEET L1.07 POST 2" & x 16 GA. CONTINUOUS WELD ON ALL SIDES FOR ALL MEMBERS 'R 16 GA. PICKET @ 4" O.C. W/ FLUSH PICKET CAPS NTS 1/2 tnp teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.336.2813 fx TBPE Registration No. F-230 www.tnpinc.com FENCE - REF PLANS FOR FENCE TYPE & HEIGHT DRY BRUSH FINISH CONC SLOPE CONC MOWSTRIP IN DIRECTION OF FINISHED GRADE TO PREVENT PONDING WATER BEHIND MOWSTRIP #3 BARS CONTINUOUS Id o. I CONCRETE FOOTER a$. 18" 18" WIDTH CONCRETE MOW STRIP AND FENCE SLEEVING FOR PLANTING BED ISLANDS FOR TURF ISLANDS PARKING LOT ISLAND WITH 8:1 SLOPE (APPLIES TO ALL PARKING ISLANDS LANDSCAPE DETAILS NTS TREE, SEE DETAIL THIS SHEET TREE ROOTBALL WATERING RING SOD 8:1 SLOPE SPECIFIED TOPSOIL FINISH GRADE IS 1" BELOW TOP OF CURB IN TURF AREAS CURB, SEE CIVIL PLANS COMPACTED BASE, SEE CIVIL PLANS NTS CITY CASE N0. ZA 19-0079 TNP PROJECT NO. R1C17138 TNP TBPE REG/STRA TION N0. F-230 NTS architecture interiors planning graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com This document is for interim review and is not intended for construction, bidding or permit purposes. WILLIAM H. SMITH R.L.A. Date: JAN 2020 Tx. Reg. # 2663 client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 76180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 76137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1616 Corporate Court, Suite 100 Irving, TX 75038 972-929-1199 project THE HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title OVERALL LANDSCAPE PLAN project number date sheet L1.03 16100.100 01.27.2020 tnp GRAPHIC SCALE 40 0 20 40 80 GRAPHIC SCALE: 1" = 40' _— •- • v61351 61565 61350 18" Oak 14,,ASG 10" Oak 18" Oak }11 1 " Oak —1 I CONIC CURB Or �� 50411 16" Oak 50418 W / 12" Oak Z CO PAVING 50419 16" Oak 50420 18" Oak 4BARBED 50421 WIRE FENCE 12" Oak 50300 & GUTTER I 12" oak ,,6 NDONED SIGN 50447 20" Oakes & GUTTER CK HILLS 11�C CH -SIGN- 61 '�$_ ® 61457 AVI 1 CONC 6147$ Oak? � Pn.nNc 61 50122 4 0 4568 O a k �-- 516ak 14" Oak i 5010018" Oak ,> 1 1 18 Oak -� --- '18' WIDE ONIC .,.:,.. RET. PAYIC CONG I I 7M I RICK RETJ WALL - 0 � 51510 CONIC 24" Oak � STEPS, POR... ROCK' 51 51 1 STEPS - ROCK p J " CONIC RET. 18 Oak RO & NC WALL ROCK .o RET. ,. WALL 50299--------- 18" 0299 18' Oak 50294 18" Oak EWTM 51512 [ToUtSe 16" Oak 50648 PANG/ LOT 51513 22" Oak 22" Oak E _ � ��I I 50689 22" Oak 50691 24" Oak LEGEND 50799 8" Oak 50813 6" Oak 50812 3" Oak 50814 3" Oak TREE TO REMAIN TREE TO REMOVE 50831 6" Cedar 50832 20" Oak 50986_ 18" Oak 50985 20" Oak 53894 Crepe Myrtle 61006 61002" Elm 1-0" Elm 61067 61104 12" Elm / 20" Oak 61101 a lcri Crepe Myrtle 61102 'J TTER 12" Pecan �coNG� 1 52779 =M SIGN / 70,338sf of Canopy / 387,564sf Site =18.1% 70.00% 50100 Percentage of existing tree cove rto be Removed Minimum percentage of the existing tree cover to be Removed 9,494sf Canopy removed / 70,338sf of Existing Canopy 13.50`,+6 Percentage of existing tree cover to be Preserved CONIC CURB 60,844sf Canopy preserved / 70,338sf of Existing Canopy & GUTTER Oak NO Preserve OUTLET Oak SIGN Preserve 50299 I z a a x 3 DT NO PARKIt SIGN Double 20 22 Oak I ASP,{ PAVIC:2 � qE 61032 - -'� 0.8REf WALL CK I BOLLARD FOR C& UTT RR ,\ ! ,I _ _ - i ® C0URTYARB — I CABLE FEN Crepe Myrtle ®1 514851 v I — 177 1 18" Oak--\ 84 51763 k- - 1 1 \ 8" Bradford Pear 5"i 998 ouble is 1 � `1 ,0 " Elm 52002 1„ A Oak t 5200552003_ 52003 ` 6” Hackberr 8 Cedar 52004 EMM 5200c] 2" Oak PARKJW LOT 1052008 10" Oak PAVING 1, 52007 10" Oak 52009 8" Oak 4' ROUGHT 52010 RONFFENCE 10" Oak 52013 10" Hackberr GRAVEL 5201 10" Hackberry 52012 8" Hackberry 52011 AVING 14" Hackberr 5201 -$) 5211( Percentage of existing tree cover on entire site Minimum percentage of the existing tree cover to be preserved 70,338sf of Canopy / 387,564sf Site =18.1% 70.00% 50100 Percentage of existing tree cove rto be Removed Minimum percentage of the existing tree cover to be Removed 9,494sf Canopy removed / 70,338sf of Existing Canopy 13.50`,+6 Percentage of existing tree cover to be Preserved Minimum percentage of the existing tree coverto be preserved 60,844sf Canopy preserved / 70,338sf of Existing Canopy 86.50% _ CONC �— PAVING -�� o 3 - w U 0.8, Co NIDE IVY IC BRICK i • ® 53449 I LOTWALL ®V METAL 5 BOLLARD FOR y 8" Oak I I CABLE FENCE cE 53450 I I l y 7 8„ Oak 5344�� I T ® 6" Oak _ CONIC 53448 -cv, 53574 53446 � ,> t 52833 i PAVN1 30„ Oa 18” Oak 24 Pecan 5218" 28 4 Oak p I - 53445 53770 14" Oak LL I 8 Oak 53444 ® 14" Live Oak 3612" Oak I 0.9' WIDE NC PANNG 53769 ak 1 1 53442 BASKEETBALL RET. WALL 12" Elm / 53436 � 14" Oak GOALI 12" Oak 53443 53451 NCE 16" Oak CFEK / 53441 I 53690 / 14" Oak 14" Oak'LL / 53434 53440 I CONIC 8" Elm STEPS 14" Oak 10" Elm 53437 0.9' NIDE j / 53432 14" Oak REL WALL a 53693 12" Oak 53439 53433�6" Oak I NO 13" Live Oak 12" Oak 10" Oak I PASIGNL BALL 61261 53431 12" Bradford Pear I „ 53435 I 3 61260 52837 6 Oak 53420" Oak 53695 12" Bradford Pear 16" Oak 53430 �.9 WIDE 10" Oak 20 Oak GpNC. Quadruple 10"12"16"18"Asl RETI WALL SII 53429 53427 B� 14" Oak 53425 12 „0 51995 53428 • 24" Oak r4'�WIDE 53696 51999 12" Hackberry 15" Oak 53423 E" T°WALL Double 12"20" Ash �° 53420 8" Dead Hackberry 51996 8 Dead k 10" Oak Double 8"10" Oak 53424 53746 51997 53419 16" Oak <I�K 5rS21 Myrtle 8" Oak 53415 IIL DING Palm Tree w 8„ Elm 53418 5341410” Oak 149 Oak 10" Oak 3421 54410 k 8" Oak l x WALLS fix' X53702 53417 53413 I 18" Pecan 51993 4" Oa 53701 8" Hackberry 8" Oak 5317218 Oak �NC 36" Ash 12 Oak PAVING / 53705 51992 _ __— 12" Oak 53169 53171 _� I Crepe Myrtle 52222 10" Oak 16" Oak i1p11 II 51991 12" oak 153170 j. -a I 14" Oak 16" Oak` R.TC ------ N / 53168 ORAV > 52160 — ��- - --} I I 10„ 0 a k �------ I 12” Oak _ —J L I\ 53167 52159 /- I 18" Oak I 1 "Oak — - _ 53166 I \\ 8" Oak DE -1 153164 16" 0 o P 52099\\�� `_5.3165 I 16" .ivK 10" Oak `� �� —_53163 J 531 Oak 52000 I / io'SL L 1 0a89 6" Hackb r 1 al ":-9=- 52001 _ \ 5 316 10" Oak 20" oak , 18 3k I J I I I 5' UE VOL.388-44,PG. 40 I P.R.T.C.T. —i 53336 Double 8"10" Oak TREE CONSERVATION PLAN FOR THE HILLS CHURCH SOUTHLAKE CAMPUS 53373 16" Pecan I I � I I I I I I I I I I I I I I b TREE TAG NUMBER COMMON NAME DEH (INCHES) PRESERVE OR REMOVE 50100 Oak 18 Preserve 50122 Oak 18 Preserve 50166 Oak 14 Preserve 50294 Oak 18 Preserve 50299 Oak 18 Preserve 50300 Oak 12 Remove 50411 Oak 16 Preserve 50418 Oak 12 Preserve 50419 Oak 16 Preserve 50420 Oak 18 Preserve 50421 Oak 12 Preserve 50447 Oak 20 Preserve 50648 Oak 22 Preserve 50689 Oak 22 Preserve 50691 Oak 24 Preserve 50783 Oak 8 Preserve 50799 Oak 8 Preserve 50812 Oak 3 Preserve 50813 Oak 6 Preserve 50814 Oak 3 Preserve 50831 Cedar 6 Preserve 50832 Oak 20 Preserve 50985 Oak 20 Preserve 50986 Oak 18 Preserve 50999 Pecan 8 Preserve 51483 Oak 6 Remove 51484 Oak 12 Remove 51485 Oak 18 Remove 51510 Oak 24 Preserve 51511 Oak 18 Preserve 51512 Oak 16 Preserve 51513 Oak 22 Preserve 51603 Oak 24 Preserve 51763 Bradford Pear S Remove 51991 Oak 14 Preserve 51992 Oak 12 Preserve 51993 Hackberry 8 Preserve 51994 Oak 14 Preserve 51995 Hackberry 12 Preserve 51996 Oak 10 Preserve 51997 Im 8 Preserve 51998 Elrn 10 Preserve 51999 Hackberry 4 Preserve 52000 Hackberry 5 Preserve 52001 Oak 10 Preserve 52002 Oak 12 Preserve 52003 Hackberry 6 Preserve 52004 Oak 12 Preserve 52005 Cedar 8 Preserve 52006 Oak 10 Preserve 52007 Oak 10 Preserve 52008 Oak 10 Preserve 52009 Oak 8 Preserve 52010 Oak 10 Preserve 52011 Hackberry 14 Preserve 52012 Hackberry 8 Preserve 52013 Hackberry 10 Preserve 52014 Hackberry 10 Preserve 52015 Oak 12 Preserve 52016 Oak 12 Preserve 52099 Oak 10 Preserve 52106 Oak 14 Preserve 52107 Oak 10 Preserve 52108 Oak 8 Preserve 52110 Oak 24 Preserve 52157 Oak 15 Preserve 52158 Oak 18 Preserve 52159 Oak 12 Preserve 52160 Oak 12 Preserve 52161 Bois d'arc 8 Preserve 52162 Oak 10 Preserve 52222 Oak 10 Remove 52312 Boi s d'arc Cl uster Bois d'arc Cl uste r Preserve 52313 Oak 10 Preserve 52779 Oak 22 Preserve 52833 Oak 18 Remove 52834 Oak 14 Remove 52836 Oak 10 Remove 52837 Oak 16 Remove 53161 Oak 20 Remove 53162 Oak 14 Remove 53163 Oak 14 Remove 53164 Oak 16 Remove 53165 Oak 16 Remove 53166 Oak 8 Remove 53167 Oak 18 Remove 53168 Oak 10 Preserve 53169 Oak 10 Preserve 53170 Oak 16 Preserve 53171 Oak 16 Preserve 53172 Oak 12 Preserve 53318 Oak 18 Preserve 53324 Oak 14 Preserve 53336 Oak 10 Preserve 53373 Pecan 16 Preserve 53413 Oak 18 Preserve 53414 Oak 8 Preserve 53415 Oak 10 Preserve 53416 Oak 14 Preserve 53417 Oak 8 Preserve 53418 Oak 10 Preserve 53419 Oak 8 Preserve 53420 Oak 10 Preserve 53421 Oak 14 Preserve 53422 Oak 16 Preserve 53423 Oak 8 Preserve 53424 Oak 16 Preserve 53425 Oak 24 Preserve 53425 Oak 20 Preserve 53427 Oak 12 Preserve 53428 Oak 15 Preserve 53429 Oak 14 Preserve 53430 Oak 10 Preserve 53431 Oak 6 Preserve 53432 Oak 12 Preserve 53433 Oak 12 Preserve 53434 Oak 14 Preserve 53435 Oak 20 Preserve 53436 Oak 12 Preserve 53437 Oak 14 Preserve 53438 Oak 10 Preserve 53439 Oak 16 Preserve 53440 Elm 10 Preserve 53441 Oak 14 Preserve 53442 Oak 14 Preserve 53443 Oak 16 Preserve 53444 Oak 12 Preserve 53445 Oak 8 Preserve 53446 Oak 18 Preserve 53447 Oak 6 Preserve 53448 Oak 30 Preserve 53449 Oak 8 Preserve 53450 Oak 8 Preserve 53451 Oak 14 Preserve 53574 Pecan 24 Preserve 53690 Elm 8 Preserve 53693 Oak 13 Preserve 53695 Ash 18 Preserve 53696 Ash 20 Preserve 53701 Ash 36 Remove 53702 Pecan 18 Remove 53705 Crepe Myrtle Crepe Myrtle Remove 53721 TREE /PALM TREE /PALM Preserve 53746 Crepe Myrtle Crepe Myrtle Preserve 53769 Elm 12 Preserve 53770 Oak 14 Preserve 53894 Crepe Myrtle Crepe Myrtle Preserve 61006 Elm 12 Preserve 61007 Elm 10 Preserve 61032 Crepe Myrtle Crepe Myrtle Preserve 61067 Elm 12 Preserve 61101 Crepe Myrtle Crepe Myrtle Remove 61102 Pe[an 12 Preserve 61104 Oak 20 Preserve 61260 Bradford Pear 12 Remove 61261 Bradford Pear 12 Remove 61350 Oak 18 Preserve 61351 Oak 18 Preserve 61457 Oak 6 Preserve 61458 Oak 14 Preserve 61471 Oak 25 Preserve 61518 Bradford Pear 8 Remove 61565 Oak 10 Preserve tnp teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, Texas 76137 817.336.5773 ph 817.336.2813 fx TBPE Registration No. F-230 www.tnpinc.com Inches to be Mitigated CITY CASE NO. 62 Cal Inches ZA 19-0079 TNP PROJECT NO. RIC17138 TNP TBPE REGIS TRA TION NO F-230 architecture I interiors planning I graphics 8070 Park Lane, Ste. 300 Dallas, Texas 75231 Tel 972.701.9000 1 Fax 972.991.3008 www.bokapowell.com client THE HILLS CHURCH 6300 NE Loop 820 North Richland Hills, TX 76180 817-281-0773 civil engineer TEAGUE, NALL AND PERKINS 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 76137 817-665-7131 structural engineer JQ ENGINEERING 100 Glass Street Dallas, TX 75207 214-623-5874 mep engineering DFW CONSULTING GROUP 1616 Corporate Court, Suite 100 Irving, TX 75038 972-929-1199 project THE HILLS CHURCH - SOUTHLAKE SOUTHLAKE, TX The drawings and written material herein constitute original work of the architect, and as intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the express written consent of the architect. original issue SITE PLAN SUBMITTAL 01.27.2020 revisions title TREE CONSERVATION PLAN project number date sheet TR1.01 16100.100 01.27.2020 EL: 142'- 2" I C C 1 VLVV V! I VJ\/\J V/ EAST ELEVATION 1 20'-0" 1 19'-6" 1 20'-011 1 25'-311 1 NORTH ELEVATION KIC1AI f-f-\KAnr%C`ITIr%K1 n!'1(IM1\I!` EL: 142'- 2" The Hills Church Southlake Elevations MASONRY ORD NO 558-A Section 1 - e: State Highways and FM roads: with the exception of barns and storage bulidings in the "AG" zoning district, all nonresidential buildings located within 500 feet of the ROW line along State Highway No. 26, Farm -to -Market Road 1938 shall have at least eighty percent (80%) of all exterior walls, excluding doors, constructed of masonry materials or glass. SQUARE FOOTAGE OF MATERIALS AT EAST ELEVATION BRICK = 4,144 SF STUCCO = 413 SF GLASS= 1,526 SF COMPOSITE FIBER CEMENT WALL PANELS = 1,086 SF EAST ELEVATION MASONRY CALCULATIONS TOTAL SQUARE FOOTAGE OF ELEVATION FOR MASONRY CALCS = 7,169 SF (ELEVATION MINUS DOORS AND VERTICAL PROJECTION OF ROOFS) 80% REQUIRES 5,736 SF OF MASONRY PLUS GLASS MASONRY PLUS GLASS = 6,083 SF NON -MASONRY (COMPOSITE FIBER CEMENT WALL PANELS) = 1,086 SF SQUARE FOOTAGE OF MATERIALS AT NORTH ELEVATION BRICK = 1.230 SF STUCCO = 266 SF GLASS = 2,577 SF COMPOSITE FIBER CEMENT PANELS = 256 SF NORTH ELEVATION MASONRY CALCULATIONS TOTAL SQUARE FOOTAGE OF ELEVATION FOR MASONRY CALCS = 4,327 SF (ELEVATION MINUS DOORS AND VERTICAL PROJECTION OF ROOFS) 80 REQUIRES 3,462 SF OF MASONRY PLUS GLASS MASONRY PLUS GLASS = 4,073 SF NON -MASONRY (COMPOSITE FIBER CEMENT WALL PANELS) = 256 SF SQUARE FOOTAGE OF MATERIALS AT WEST ELEVATION BRICK = 3,452 SF STUCCO = 266 SF GLASS = 1,984 SF WEST ELEVATION MASONRY CALCULATIONS TOTAL SQUARE FOOTAGE OF ELEVATION FOR MASONRY CALCS = 5,702 SF (ELEVATION MINUS DOORS AND VERTICAL PROJECTION OF ROOFS) 80% REQUIRES 4,562 SF OF MASONRY PLUS GLASS MASONRY PLUS GLASS = 5.702 SF CITY CASE NUMBER ZA19-0079 U) U) a c� z O } a O z U LL LL O a O J LU W 2 Y U m LU z O U) J / W a ;�' / z 3 O z z m z ¢ Q U H W m 1 0 Z z W W U C/J J W z Q a J Q LU W 2 J W z ¢ d J J z W 2 W U Cc W m LL W H U) O d 2 O U } d O z U J W z Q a J Q H W U) U) Q J c J W z Q a U) 0 a a m N Cc W m z W U) a U H U 70 L C� O ED _U) I 1" - . o� o� oa Qa N� �O wm m z LU CO Q U U C a �a N � O w m m z LU CO Q U U C: 0 Y Q� LU Y U) Q>) Y z u 0 The Hills Church Southlake North Elevation BOKAPowell