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Item 7 - PlansUSPI All Star Medical Office Building 905 E. Southlake Blvd. Southlake, Texas OWNER TENET HEALTHCARE UNITED SURGICAL PARTNERS INTERNATIONAL 15305 DALLAS PARKWAY, SUITE 1600 ADDISON, TX 75001 P 972.713.3568 F 972.767.0679 CONTACT:DEANN MANCHESTER ARCHITECT E4H ENVIRONMENTS FOR HEALTH ARCHITECTURE 501 ELM STREET, SUITE 540 DALLAS, TX 75202 P 817.226.1917 F 817.226.1919 CONTACT- JEFF SUDMAN JOSUE GARCIA MEPI CIVIL/ LANDSCAPE CONSULTANT BANNISTER ENGINEERING, LLC 240 N. MITCHELL ROAD MANDSFIELD, TX 76063 P 817.842.2094 F 817-842-2095 CONTACT- CODY BROOKS HECTOR SOTELO ZLU �j FOR REVIEW ONLY °__ a SITE PLAN SUBMITTAL I wo STATE HEALTH DEPT## TDLR a X F = o CL U a � L n L v _ L) _zm� tea= LL Lu �z o �_� 8 QD CQ Vl N Co FOR REVIEW ONLY IF i III _ _- r mw r.. Onited Surgical Partners VICINITY MAR INDEX OF DRAWINGS SHEET # SHEET NAME ISSUE DATE REV # REV DATE �ISSUEIREVISION DESCRIPTION SITE PLAN SUBMITTAL 01 GENERAL G-000 INDEX OF DRAWINGS 105111/2020 06 - CIVIL C-2-0 PRELIMINARY GRADINGN PLAN 0511112020 C-3.0 PRELIMINARY DRA NAGE PLAN AREA PLAN 05111/2020 C-4-0 PRELIMINARY STORM PLAN 0511112020 C-5-0 PRELIMINARY WATER AND WASTER WATER PLAN 0511112020 07 -LANDSCAPE L-1 .O I LANDSCAPE PLAN 0511112020 iT�- L-1.1 ITREE CONSERVATION PLAN 105111020 12 -ARCHITECTURAL SD -001 SITE PLAN 0511112020 SD -101 FIRST FLOOR PLAN 0511112020 SD -102 SECOND FLOOR PLAN 0511112020 SD -107 EXTERIOR ELEVATIONS 0511112020 SD -108 EXTERIOR ELEVATIONS 05111/2020 SD -109 EXTERIOR PERSPECTIVES 0511112020 SD -110 EXTERIOR PERSPECTIVES 0511112020 21 - MEP SP1 -1 PHOTOMETRIC LIGHTING PLAN 105111,120201 MEPI CIVIL/ LANDSCAPE CONSULTANT BANNISTER ENGINEERING, LLC 240 N. MITCHELL ROAD MANDSFIELD, TX 76063 P 817.842.2094 F 817-842-2095 CONTACT- CODY BROOKS HECTOR SOTELO ZLU �j FOR REVIEW ONLY °__ a SITE PLAN SUBMITTAL I wo STATE HEALTH DEPT## TDLR a X F = o CL U a � L n L v _ L) _zm� tea= LL Lu �z o �_� 8 QD CQ Vl N Co FOR REVIEW ONLY IF i III _ _- r mw r.. Onited Surgical Partners VICINITY MAR LLE , ad ltwAiWp .rH Eb1 PROJECT LOCATION I a, iT�- LOCATION MAP { �y PROJECT Nw LOCATION 1 - If SHEET NUMBERING DISCIPL NE DISCIPL NE SUBSET AD -100 LSEQUENCE NUMBER SHEETTYPE REV DESCRIPTION DATE DISCIPLINE DESIGNATORS G- GENERAL Z- ZONING EN ENERGY ANALYSIS H- HAZARDOUS MATERIALS BPP PAVEMENT PLAN C- CIVIL L- LANDSCAPE LI IRRIGATION S- STRUCTURAL NOT FOR DM ARCHITECTURAL CONSTRUCTION DEMOLITION AS ARCHITECTURAL SITE PLAN A- ARCHITECTURAL ID INTERIOR DESIGN Q- SPECIALTY EQUIPMENT FP FIRE PROTECTION PD PLUMB NG DEMOLITION SEAL- P- PLUMB NG PROJECT NUMBER- 3019185 MD MECHANICAL DEMOLITION M- MECHANICAL DATE- 05/11/2020 ED ELECTRICAL DEMOLITION E- ELECTRICAL SHEET TITLE AND NUMBER - FA FIREALARM T- COMMUNICATION XF FOOD SERVICE X- OTHER GmOOO ZA20=0027 INDEX OF DRAWINGS C ar -c3 m O OIL a LIP 00 0 0 Cid t Ln Q lV Z5 I I WATER EASEMEt,rl _ I I III--7Rt�MENT NO. 0214243429 UTILITY EASEMENT 1 - r � � - _ 99 C' YL 1 EASEMENT F.R.T C_T. 445TRUMENT NO. D2142434 :9 _ �c •�x� !NSTIN UMAENT f OMBEF � l E•. 1 C-1 .R- T C -T, — Li 2 ' ACCES- EASEMENT T,9I-%d1RJPJTY ELEiIRIt: IPISTROMENf iJL+r,MEER — LO -UF' ING. EASEMENT D717087782 INSTRUMENT NUMBED 7--P.k.T _T n2 P 70977e,2 DRAINAGE E�1SEh1EhaT ,�+, _T — l +• 3 IN75RUMENT NUMBER - � �� "-L — i ", isi - •.s 0217087782 LJ AY PIRT T_C T. R1G1HI`-0 2 4 °3420 now 6 �ELCCTR A RDX ri 407 4 a-ci - —. — „rte 1h ELE ICAL COX ��• I -GOPcr ILLJ I A I _PtNl 636. c' � �f' -a► _ly 3�4 l - I_ � q W I 637 - 512 I z I - M ELEJ^- -1f PJ' E '_ 3 _ _ tet` 2114 ACCESS0 E I'EIMBER LCOS 1. E#Lf1 +h # y� �� • r :. 4 y- ` t _ � � W- R T 77-872 . � t _ TOWEN PLAZA - _ � � y { 3s IIV�S` RUMENw7 P1UMBER P E', TRI[ ILL fItJTLE �A I —RdM CLEVATIiDN_ E315.70' �Q A I ( - PROPOSED 5' J ¢ CURB INLET C ' C(gtvL 4-- �---- t I LOT 2. BLOCK 1 TQWFP? F=1 -r 01 ti f j r7j�J I P1A+r filly° 71 1 x31 f 11ISTRU,AENT NUMBER 132170I3022 19' LITILITI EASEMENT IIC14 d n ' w E7LI57ING 18" P.T,C INSd RUMF''h1T NUMBE'G j PROPOSED 18" (DI II d'�? 1 108770 LL HDPE Q LATERAL 31182 ACRES DF � I J tiN it 1 (0 ili,i1� SgtWE FES F" VaCT u -- — 10 -- a — ` - _ _ T! EWER -ROAD REAL NATE LLP % e. � L I — — — ELE All — — - + � - 4. evi_ - �-'wi 1.81wti E..#�� cr.a'1�� Es B lv1 J - - I 11�� Nl�fi B�iS?a3;"*"" :J IR1M ELEV t O.P -C-T_ yzQm I [O I o� I Z I G' I T EXISTING UNDERGROUND i I I - � �,,I FLENATION; 6; 3,7.`. DETENTION 3' BUILDING; IA BUILDING 1B' fr X2,590 Sf 6 375 sf ' .00 / I 6 TWO-STORY TWO-STORY OFFICE BUILDING I � OFFICE BUILDING FINISHED FLOOR ELEVATION - u FINISHED FLOOR ; E35.50Lj r I ,•" ,fir ._-. n," �..— � I. — — — — — — I '_ ` � d d I ELEVATION = 635.50 �Mi� — -- - < CID I--: wQ — --- — — — — — - a HF -T II S NO2' 16' 33-W 294-91' AND ZENA RCJC:KFR rJ TRIUMENT NUMBER 71205046158 D 1, .T O -T. 5' UTILITY EASEMENT -- W57RUMIENT NUMBER. D.'I7M3rW32 P R, I.I-T. EVATION-, I I -M ELEVA-111'1 k *1.52 +9'—' GRAPHIC SCALE 30 G as ao 7a (IN FEET) 1 inch= 30 ft. LEGEND NOTES 1" ALL SLOPES WITHIN ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2.D% IN ANY DIRECTION. SLOPES ALONG ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL NOT EXCEED 5.0% IN THE DIRECTION OF TRAVEL ANIS 2.0% IN CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON THE PLAN. %. IN UNPAVED AREAS, SLOPES SHALL NOT EXCEED 4' HORIZONTAL TO 1' VERTICAL (4.1). 3. IN PAVED AREAS, SPOT ELEVATIONS ARE TO TOP OF PAVEMENT (GUTTER LINE) UNLESS OTHERWISE NOTED. ADD 0.5" FOR TOP OF CURB. IN UNPAVED AREAS, ALL SPOT ELEVATIONS ARE TO TOP OF FINISHED GRADE, TOP OF SOD OR TOP OF LANDSCAPE ADDITIONS AS APPLICABLE. 4. REFER TO GENERAL NOTES SHEET FOR SITE ACCESSIBILITY STANDARDS AND ADDITIONAL NOTES. 5. ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING AT THE TIE-IN LOCATION TO EXISTING UTILITIES (DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM). 6. CONTRACTOR TO VERIFY THE EXISTENCE, LOCATION ANU DEPTHS OF ALL EXISTING UTILITIES WITHIN THE PROJECT WORK AREA BEFORE COMMENCING CONSTRUCTION. 7. THE UTILITIES SHOWN ON THESE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES. 8. UNDER THE TEXAS "ONE -CALL" LAW THE CONTRACTOR MUST CONTACT THE NOTIFICATION CALL CENTER BY DIALING 811 NO SOONER THAN 14 DAYS PRIOR AND AT LEAST 48 HOURS BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO IDENTIFY ANY UTILITIES IN CONFLICT WITH THE PROPOSED FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH THE EXISTING UTILITIES ARE DISCOVERED. P NOTES TO CONTRACTOR INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS PLAN SET IS PART OF A UNIFIED DESIGN, THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES. EACH SUBCONTRACTOR SHALL BE PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET. 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION, INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED DESIGN AND IS PERTINENT TO THIS PLAN SHEET. 1 CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLANS, MEP SITE PLANS, AND CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT. Know what's below. Call before you dig. ( least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N.XXX.XX E:XXX.XX ELEV.=XXX. ` V BM #2: xxxxx N.XXXXXX.XX DXXXXXX.XX ELLLf;XXX.XX x LO m CV ax 00 CDm Ca �D r-= 00 RR sg (D c� cct_ z X LP rn Lij s — L0 W� C:) o ICY- -U m z .CZQ z 0H Uj Q CD W u,hi iml 0 m elf LLJ aLLI < < F- 1111— d W i J Im J F- - J � U) F- 0 U) F- U) 0 z z �CL (J z Q Q Cz C LU Q DDH CE LOHOHL%R FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF: Engineer HECTOR J. SOTELO, P.E. P.E. No. 104820 pate 05%04%2020 SHEET NUMBER C-2.0 EXISTING CONTOUR 60 7— PROPOSED CONTOURS DIRECTION OF FLOW 6177.50- TOP OF PAVEMENT OR FINISHED PROPOSED GRADE ME 635.34 MATCH EXISTING FGT 635.34 FINISHED GROUND GRADE AT HIGH SIDE OF WALL FGB 632.16- FINISHED GROUND GRADE AT LOW SIDE OF WALL MTW 632'16- MINIMUM TOP OF WALL NOTES 1" ALL SLOPES WITHIN ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 2.D% IN ANY DIRECTION. SLOPES ALONG ALL SIDEWALKS AND ACCESSIBLE ROUTES SHALL NOT EXCEED 5.0% IN THE DIRECTION OF TRAVEL ANIS 2.0% IN CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON THE PLAN. %. IN UNPAVED AREAS, SLOPES SHALL NOT EXCEED 4' HORIZONTAL TO 1' VERTICAL (4.1). 3. IN PAVED AREAS, SPOT ELEVATIONS ARE TO TOP OF PAVEMENT (GUTTER LINE) UNLESS OTHERWISE NOTED. ADD 0.5" FOR TOP OF CURB. IN UNPAVED AREAS, ALL SPOT ELEVATIONS ARE TO TOP OF FINISHED GRADE, TOP OF SOD OR TOP OF LANDSCAPE ADDITIONS AS APPLICABLE. 4. REFER TO GENERAL NOTES SHEET FOR SITE ACCESSIBILITY STANDARDS AND ADDITIONAL NOTES. 5. ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING AT THE TIE-IN LOCATION TO EXISTING UTILITIES (DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM). 6. CONTRACTOR TO VERIFY THE EXISTENCE, LOCATION ANU DEPTHS OF ALL EXISTING UTILITIES WITHIN THE PROJECT WORK AREA BEFORE COMMENCING CONSTRUCTION. 7. THE UTILITIES SHOWN ON THESE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES. 8. UNDER THE TEXAS "ONE -CALL" LAW THE CONTRACTOR MUST CONTACT THE NOTIFICATION CALL CENTER BY DIALING 811 NO SOONER THAN 14 DAYS PRIOR AND AT LEAST 48 HOURS BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO IDENTIFY ANY UTILITIES IN CONFLICT WITH THE PROPOSED FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH THE EXISTING UTILITIES ARE DISCOVERED. P NOTES TO CONTRACTOR INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS PLAN SET IS PART OF A UNIFIED DESIGN, THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES. EACH SUBCONTRACTOR SHALL BE PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET. 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION, INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED DESIGN AND IS PERTINENT TO THIS PLAN SHEET. 1 CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLANS, MEP SITE PLANS, AND CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT. Know what's below. Call before you dig. ( least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N.XXX.XX E:XXX.XX ELEV.=XXX. ` V BM #2: xxxxx N.XXXXXX.XX DXXXXXX.XX ELLLf;XXX.XX x LO m CV ax 00 CDm Ca �D r-= 00 RR sg (D c� cct_ z X LP rn Lij s — L0 W� C:) o ICY- -U m z .CZQ z 0H Uj Q CD W u,hi iml 0 m elf LLJ aLLI < < F- 1111— d W i J Im J F- - J � U) F- 0 U) F- U) 0 z z �CL (J z Q Q Cz C LU Q DDH CE LOHOHL%R FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF: Engineer HECTOR J. SOTELO, P.E. P.E. No. 104820 pate 05%04%2020 SHEET NUMBER C-2.0 er Ln 00 0 N 0 C`d a� 0 OL 0 I � I n A Q C :.]EO I JoLr_ in <'It m� E, .- L3 z J�2z LSI cs U c > I b w a Z LL I OI <C LLJ_ r. < � f b L!� 0 i c l WATER EASEMEf ` _ � - __�-�.irm � 1 LJTIUI + If'xTf L,dENT FJr� ,TILTI'r F;FMLC9T ` _ INSTRUMENT NO, 1321424 429 � � �'"��= !hISTf+a:I�,1EhJT f�l,LJ�i13ER I LA� I"11' 1 7Y187 7bi 1 4' ACCESS PEI 2 EASEMENT TRI -,^„I ANTI' ELEC1-PIG INSTRUMENT NUVEER - _0F JNG. EASEMEN'I t3217Dij7i s2 INSTRUMENT HENT fi ro S - 1� "k146GE eA!-;F_ME!jT _T, �T9<tlMCN1`hf9Ett �- - _ � 0.75 - D217087792 _ s ofdAY EXISTING 1{] �_R.T_i` T. � J r _- 6---Li=TR r ' 60 R1GH�'0 2� 4 ?4. CURB INLET x: - _ _ ff.� n} T qr - �- - -0-3 38{ - - 1=1 Ir ICAL s J t U v i J 4� lb 53 fly -2 0.14 s,rti1 jj AL1 T I - - I 63 f f Sol --�. - E TRIC'A- :01JLET J_ O E35.70OS- S PROPOSED 5' EXISTING 14' hGW_y CURB INLET --�� CURB INLET �78 I .'•T '? BI ©Oil I J L5'S I TC11L2 F, A -A RIM," o l _ I llV II P 534 1 If ACI' ENT NUhrfi � 17 i7 2 �15' JTILI� SEMI FdT d EXISTING 180 =�'P NSCR,_AAIl*NT NUMEED1 - 1 LATERAL 3 8$2 ACRD L? P. i F0,417 SQ.ItWE FEET r ;_T L T- I x T10WER rAD R _jA7 I�,+y i IMLE 1 .� I, v �..BVdL wi. it-fl"WL M. A'hL €.L1.1dL _iA*AL E- &lYL - EXISTING 10' / EXISTING f CURB INLET UNDERGROUND :Nl.'ELLAv'ATION, 6-31,_?" DETENTIONfil �. 1 III ±6,37 sf BUILDING B f i J sf TWO-STORY E TWO-STORY OFF BUILDING 14 BUILDING 0.39 FINISHED FLOOR ELEVATION FINISHED FLOOR - rOS4ELEVATION=635.50 635.500 I �LI - --- zm!45� ,u i 0.23 < d n' 0.08 0.07 0:wCID � cr Taw, r EXISTING 5' -----' --- ,� �I CURB iNLEIIT 6S4 v Lcra_rly: -- - -- - - ------------ - - - E _r fv tFrE a ow -�, ELEVAIIDNk r5_ '9`1 h'I�+ LLLvI�11Lih�; .�3, N 3 ':. 5` �Ii-I6f EASEMENT_ ,I �rll L, i A,- ,:Lji IKER �!NSTROMEINT NUMBER. _ -�' -PIP ELEVATIDf^I; Cl.,2 95' AND # ENA RtlC ER �J L I7f�ii � 0 A T G.T GRAPHIC SCALE 30 0 15 30 60 (IN FEET) 1 inch= 35 fL LEGEND EXISTING CONTOUR 118 PROPOSED CONTOURS FLOW ARROW MINOR AREA DIVIDE AREA DA-� DRAINAGE AREA LABEL ACRES - NOTES ACCORDING TO SURVEYOR'S INTERPRETATION OF INFORMATION SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM (NFIP) `FLOOD INSURANCE RATE MAP -(FIRM), COMMUNITY PANEL NO. 48439CO085K, DATED SEPTEMBER 25, 2009, THE PROPERTY APPEARS TO LIE WITHIN ZONE 'X'AND THE ENTIRE PROPERTY LIES WITHIN A "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN'ZONE AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NOTES TO CONTRACTOR 1. INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS PLAN SET IS PART OF A UNIFIED DESIGN. THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES. EACH SUBCONTRACTOR SHALL °;E PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET, 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED DESIGN AND IS PERTINENT TO THIS PLAN SHEET. 3. CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLAN, MEP SITE PLANS, AND CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT, EXISTING RUNOFF OFFSITE RUNOFF DRAINAGE AREA AREA (ACRES) C CA Tc (MIN) i1 (inthr) i2 (infhr) i5 (inthr) 00 (in/hr) i100 (in/hr) Q1 (CFS) 02 (CFS) 05 (CFS) 010 (CFS) 0100 (CFS) A 0.38 0.30 0.11 10 4.06 4.71 5.74 6.51 9.24 0.46 0.54 0.65 0.74 1.05 B 0.63 0.30 0.19 10 4.06 4.71 5.74 6.51 9.24 0.77 0.89 1.08 1.23 1.75 C 0.35 0.30 0.11 10 4.06 4.71 5.74 6.51 9.24 1 0.43 0.49 0.60 0.68 0.97 D 0.23 0.30 0.07 10 4.06 4.71 5.74 6.51 9.24 0.28 0.32 0.40 0.45 0.64 E 0.39 0.30 0.12 10 4.06 4.71 5.74 6.51 9.24 0.48 1 0.55 0.67 0.76 1.08 F 0.08 0.301 0.02 10 4.06 4.71 5.74 6.51 9.24 0.10 0.11 0.14 0.16 0.22 9.24 8.84 1 12.54 0.36 0.41 Total 1.74 1 5.51 6.39 7.79 Total 1 2.06 1 7.57 1 9.22 1 10.46 1 1 1 6.52 2.51 2.91 3.55 4.02 1 5.71 GRAPHIC SCALE 30 0 15 30 60 (IN FEET) 1 inch= 35 fL LEGEND EXISTING CONTOUR 118 PROPOSED CONTOURS FLOW ARROW MINOR AREA DIVIDE AREA DA-� DRAINAGE AREA LABEL ACRES - NOTES ACCORDING TO SURVEYOR'S INTERPRETATION OF INFORMATION SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM (NFIP) `FLOOD INSURANCE RATE MAP -(FIRM), COMMUNITY PANEL NO. 48439CO085K, DATED SEPTEMBER 25, 2009, THE PROPERTY APPEARS TO LIE WITHIN ZONE 'X'AND THE ENTIRE PROPERTY LIES WITHIN A "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN'ZONE AS DEFINED BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION, OR THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NOTES TO CONTRACTOR 1. INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS PLAN SET IS PART OF A UNIFIED DESIGN. THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES. EACH SUBCONTRACTOR SHALL °;E PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET, 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED DESIGN AND IS PERTINENT TO THIS PLAN SHEET. 3. CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLAN, MEP SITE PLANS, AND CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT, * Runoff Coefficient of 0.78 for on-site drainage areas is taken from the City of Fart Worth Stormwater Criteria Manual, Table 3.5 Runoff Coefficients, based on an Open Space of 27.3% (See Site Plan, this set). Know what's below. Call before you dig. (@ least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:XXX.XX E:XXX.XX ELEV. = XXX. `; BM #2: xxxxx N:XXXXXX.XX E:XXXXXX.XX ELEV.=XXX.XX x z LD M ni as ti 00 C) N ti 00 M rr �� co �1 0 ti z C � WQ7 - ILD W�, o G �" 0LL zZ - Q� Z �o H H Z 0 W CD LUN 11� 0 _> a. M l.L2 � LuW 0 < W CY a w CD J < J M J J LLJ EL - 0 < 0_ I) J W < a. W OFFSITE RUNOFF DRAINAGE AREA AREA (ACRES) C* DRAINAGE AREA AREA (ACRES) C CA Tc (MIN) i1 (in/hr) i2 (in/hr) i5 (in/hr) i10 (inlhr)(in/hr) Q5 (CFS) i100 01 (CFS) Q2 (CFS) Q5 (CFS) Q10 (CFS) Q100 (CFS) NOTE 0_]S-1 0.75 0.78 0.59 10 4.06 4.71 5.74 6.51 1.93 9.24 2.38 2.76 3.36 3.81 5.41 To Existing 10' Curb Inlet CS -2 0.14 0.78 0.11 10 4.06 4.71 5.74 6.51 Pond via Proposed 5' Curb Inlet 9.24 0.44 0.51 0.63 0.71 1.01 1 To Existing 10' Curb Inlet OS -3 0.78 11 0.61 10 4.06 4.71 5.74 6.51 0.23 9.24 2.47 2.87 3.49 1 3.96 5.62 To Existing 10' Curb Inlet OS -4 0.07 0.78 0.05 10 4.06 4.71 5.74 6.51 0.30 9.24 0.22 0.26 0.31 0.36 0.50 To Existing 5' Curb Inlet 1.75 1.98 2.81 Pond via Roof ©rain Collectors F 0.08 0.78 0.06 10 4.06 4.71 5.74 6.51 9.24 8.84 1 12.54 0.36 0.41 Total 1.74 1 5.51 6.39 7.79 * Runoff Coefficient of 0.78 for on-site drainage areas is taken from the City of Fart Worth Stormwater Criteria Manual, Table 3.5 Runoff Coefficients, based on an Open Space of 27.3% (See Site Plan, this set). Know what's below. Call before you dig. (@ least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:XXX.XX E:XXX.XX ELEV. = XXX. `; BM #2: xxxxx N:XXXXXX.XX E:XXXXXX.XX ELEV.=XXX.XX x z LD M ni as ti 00 C) N ti 00 M rr �� co �1 0 ti z C � WQ7 - ILD W�, o G �" 0LL zZ - Q� Z �o H H Z 0 W CD LUN 11� 0 _> a. M l.L2 � LuW 0 < W CY a w CD J < J M J J LLJ EL - 0 < 0_ I) J W < a. W PROPOSED RUNOFF DRAINAGE AREA AREA (ACRES) C* CA To i1 (inthr) 112 (in/hr) i5 (inthr) No (in/hr) i100 (inthr) Q1 (CFS) Q2 (CFS) Q5 (CFS) Q10 (GFS) Q100 (CFS) NOTE A 0.38 0.78 0.30 10 4.06 4.71 5.74 6.51 9.24 1.20 1.40 1.70 1.93 2.74 Pend via Existi 10' Curb Inlet B 0.63 0.78 0.49 10 4.06 4.71 5.74 6.51 9.24 2.00 2.31 2.82 3.20 4.54 Pond via Proposed 5' Curb Inlet C 0.35 0.78 0.27 10 1 4.06 4.71 5.74 6.51 9.24 1.11 1.29 1 1.57 1 1.78 2.52 Pond via Existing 10' Curb Inlet D 0.23 0.78 0.18 10 4.06 4.71 5.74 6.51 9.24 0.73 0.84 1.03 1.17 1.66 Bypass to Western Propoerly Line E 0.39 0.78 0.30 10 4.06 4.71 5.74 6.51 9.24 1.24 1.43 1.75 1.98 2.81 Pond via Roof ©rain Collectors F 0.08 0.78 0.06 10 4.06 4.71 5.74 6.51 9.24 0.25 0.29 0.36 0.41 0.58 Pond via Existing 5' Curb Inlet 7.57 1 9.22 1 10.46 14.85 Total 2.06 1 6.52 * Runoff Coefficient of 0.78 for on-site drainage areas is taken from the City of Fart Worth Stormwater Criteria Manual, Table 3.5 Runoff Coefficients, based on an Open Space of 27.3% (See Site Plan, this set). Know what's below. Call before you dig. (@ least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:XXX.XX E:XXX.XX ELEV. = XXX. `; BM #2: xxxxx N:XXXXXX.XX E:XXXXXX.XX ELEV.=XXX.XX x z LD M ni as ti 00 C) N ti 00 M rr �� co �1 0 ti z C � WQ7 - ILD W�, o G �" 0LL zZ - Q� Z �o H H Z 0 W CD LUN 11� 0 _> a. M l.L2 � LuW 0 < W CY a w CD J < J M J J LLJ EL - 0 < 0_ I) J W < a. W FR IED=0 H 0HZ%RT I FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION C7 F: Engineer HECTOR J. SOTELO, P.E. R E. No, 104800 Date 05/04/2020 SHEET NUMBER C-3.0 a Ln 0 a I ti {y LI z a 0 w a o 11� z €- FR IED=0 H 0HZ%RT I FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION C7 F: Engineer HECTOR J. SOTELO, P.E. R E. No, 104800 Date 05/04/2020 SHEET NUMBER C-3.0 i7 t7 f Z Ql _ cv _j 11: m < LU M�-- �r4MCr LJ m c� [a I I d � I ” W < b t:2 co to LL ry Cl 5 15' UTILII'Y EAS EMENT !NSTRUMAENT NUMBER Eat S '1i�S377B.2+ .R.T C - T, ri DRAINAGE EASEMENT =° P I„_T, _ - � f ! IN-5TRUMENT NUMBER _ - d I — > uLLJ� F T_C T.mom mawuu 1 tR1 HI -OF -74342`9 4 •�y F ` "i E ECTR .A Pox � � I _1 d � � I oo -11, t4o 02� — I wow moo� ��_ � ` 1, s _ � P. Ar r - 39„ 4p7 1 _ -CD -- b evo Uj goo moo aaw - - - - ------ --- --- P -- ------ _- _ 1 ELE OEM Koo G j f - dom C _ _ - - 1 STA 2+79.25 STORM DRAIN LINEA' INSTALL Y CURB INLET. TOP OF CURB =1634.50 FL PR 18” RCP =631.00 BUILDING 1A ±5,375 Sf TWO-STORY OFFICE BUILDING FINISHED FLOOR ELEVATION = 535.50 15 BUILDING LINE - sty' TNI ELEVA, ION., 15 _E3 _ � Y � a :4« ACCESS EA 14T IN IUMBER l LOT I, BLOCK 7 TOWER PLAZA{� � -i ' PA'J4T _ INSTRUMENT NUMI3OR G' //- L P,'R', I .0 T STA 1+00.00 STORM DRAIN LINEA' 4 _ y INSTALL CONCRETE COLLAR.. CONNECT TO ' DUSTING 18" LATERAL. FL EX 18" RCP = ±628.36�- r 'x LOT ?, BI_0r K I TnWFR Pt AZA__ E RI'I , LEV TI P 13 -14 1 ITIS RI RENT NUMBER 0217r 800;x. ' UTILITY' EASEMENT ri P R.T'C IiNST RUMI hIT NOMIPEre 18" RCP @ 2.10% 1)?) 168 7 78;1 M1 ` � a�z acpl�s �'p �•�� I � � AD '+GC!',�k1�r %gtWRE FEET f ,� Ate• C7 EZ tA I L i R'ICAL QijT-LET 7-V W -- (6- -- ------ - T_' Ta+WEIR ROAD REAL S LL — — — - - qq i[li�llt 'WL — Cs.S'WL I INS 0 ��y1(J 1 522 4; L=r.ff"Wl -� L« E'WL =, ?INL �i_S�AL is SW— —RIM' ELEM1�P.TI 4 —1;,IM ELEb'- t'' 0.R T.C_T_ '. G'gi, 4' BUSTING « UNDERGROUND I — Ilii ELEVATION; 61.4 ;' DETENTION BUILDING 1B ±2590 sf _ F_ - - - — TWO-STORY OFFICE BUILDING 1r z — — —� — - !' 4 FINISHED FLOOR ELEVATION d '= L— - _ - . ,• _ ,� , -- -635.50 - �------------------------------ ------ -r.24 IN51 R'UMf N I 17Ll111t�i R dI --------� --r—�f,C T --� -- —fir,- — DRi Olt. P.N LG r4= r� N 02' 16' 33"W 294.91' 5 UTILITY EASEMENT I� INSTRUMENT NUMBER, IAND + ENA RUC CER D2 t 7Q8 i762 NST'RUMENT riUMBER I_GT. D'? 05046158 D' 1`.T r, _T EVATID(c 632.81' 11-44 ELEVATIC.Nk 6,32, ' 9 Rim ELEVj PII,k ELEVATICN (,.5295' GRAPHIC SCALE 30 G 15 30 =•] (IN FEET) 1 inch= 30 ft_ LEGEND 60- — _ - - EXISTING CONTOUR 607 PROPOSED CONTOUR — PROPOSED STORM PIPE NOTES 1, REFER TO GENERAL NOTES, THIS SET, FOR ADDITIONAL NOTES. 2. ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING AT THE TIE-IN LOCATION TO EXISTING UTILITIES (DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM). 3. CONTRACTOR TO VERIFY THE EXISTENCE, LOCATION AND DEPTHS OF ALL EXISTING UTILITIES WITHIN THE PROJECT WORK AREA BEFORE COMMENCING CONSTRUCTION. 4. THE UTILITIES SHOWN ON THESE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES. NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES. 5. UNDER THE TEXAS "ONE -CALL" LAW THE CONTRACTOR MUST CONTACT THE NOTIFICATION CALL CENTER BY DIALING 811 NO SOONER THAN 14 DAYS PRIOR AND AT LEAST 48 HOURS BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO IDENTIFY ANY UTILITIES IN CONFLICT WITH THE PROPOSED FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH THE EXISTING UTILITIES ARE DISCOVERED_ NOTES 1. INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS 'PLAN SET IS PART OF A UNIFIED DESIGN. THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES. EACH SUBCONTRACTOR SHALL BE PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET. 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED 'DESIGN AND IS PERTINENT TO THIS PLAN SHEET. 3. CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLANS, MEP SITE PLANS, AND 'CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT. Know what's below. Call before you dig. lust 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:XXX.XX E:XXX.XX ELEV.=xxX.XX QM #2: xxxxx N.XXXXXX.XX E:xxxxxx.xx ELEV.-xxxxx x LO M CDry r - co C) C) CV co (0 z F_ a S1Y o LL] F- LijN rn — LO Ll.) M o T z- 0 H 0 H Uj Q w tV LY_FA h1khi hA 0 J w I� F— 'x1 W z F- 0 Ld m _3 F_ = Q U) F- 0 U) C/) ILL] 0 G_ L U U) C Q V) 0 Z z J 0 Ir— � VJ z 2 J W pRCEL0N0HZk,RT I FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE 'SUPERVISION OF: Engineer HECTOR J. SOTELO, P_E. P.E. Na. 1048170 0g3te 05/04/2020 SHEET NUMBER C-4.0 � I aX WATER EA5EMEN1 10 d I11_": L:MENT NO, D214243429 UTILIT'r' EASEMENT P.R_T C -T INSTRUMENT NO. E+'21 QQ4;!U -- �•_"" - FF„T C. z� L �' 24' ACCE=h-'. EASEMENT y f --�^• � '«' TRI--i7OUPJTY ELEr PIC INSTRUMENT iJ4 VIDER. - CO -UF' IAJG. EASEMEPIT fI? 170F3?782 - INSTRUMENT NUMBER P.k.T.C.T I d � I ” W < b t:2 co to LL ry Cl 5 15' UTILII'Y EAS EMENT !NSTRUMAENT NUMBER Eat S '1i�S377B.2+ .R.T C - T, ri DRAINAGE EASEMENT =° P I„_T, _ - � f ! IN-5TRUMENT NUMBER _ - d I — > uLLJ� F T_C T.mom mawuu 1 tR1 HI -OF -74342`9 4 •�y F ` "i E ECTR .A Pox � � I _1 d � � I oo -11, t4o 02� — I wow moo� ��_ � ` 1, s _ � P. Ar r - 39„ 4p7 1 _ -CD -- b evo Uj goo moo aaw - - - - ------ --- --- P -- ------ _- _ 1 ELE OEM Koo G j f - dom C _ _ - - 1 STA 2+79.25 STORM DRAIN LINEA' INSTALL Y CURB INLET. TOP OF CURB =1634.50 FL PR 18” RCP =631.00 BUILDING 1A ±5,375 Sf TWO-STORY OFFICE BUILDING FINISHED FLOOR ELEVATION = 535.50 15 BUILDING LINE - sty' TNI ELEVA, ION., 15 _E3 _ � Y � a :4« ACCESS EA 14T IN IUMBER l LOT I, BLOCK 7 TOWER PLAZA{� � -i ' PA'J4T _ INSTRUMENT NUMI3OR G' //- L P,'R', I .0 T STA 1+00.00 STORM DRAIN LINEA' 4 _ y INSTALL CONCRETE COLLAR.. CONNECT TO ' DUSTING 18" LATERAL. FL EX 18" RCP = ±628.36�- r 'x LOT ?, BI_0r K I TnWFR Pt AZA__ E RI'I , LEV TI P 13 -14 1 ITIS RI RENT NUMBER 0217r 800;x. ' UTILITY' EASEMENT ri P R.T'C IiNST RUMI hIT NOMIPEre 18" RCP @ 2.10% 1)?) 168 7 78;1 M1 ` � a�z acpl�s �'p �•�� I � � AD '+GC!',�k1�r %gtWRE FEET f ,� Ate• C7 EZ tA I L i R'ICAL QijT-LET 7-V W -- (6- -- ------ - T_' Ta+WEIR ROAD REAL S LL — — — - - qq i[li�llt 'WL — Cs.S'WL I INS 0 ��y1(J 1 522 4; L=r.ff"Wl -� L« E'WL =, ?INL �i_S�AL is SW— —RIM' ELEM1�P.TI 4 —1;,IM ELEb'- t'' 0.R T.C_T_ '. G'gi, 4' BUSTING « UNDERGROUND I — Ilii ELEVATION; 61.4 ;' DETENTION BUILDING 1B ±2590 sf _ F_ - - - — TWO-STORY OFFICE BUILDING 1r z — — —� — - !' 4 FINISHED FLOOR ELEVATION d '= L— - _ - . ,• _ ,� , -- -635.50 - �------------------------------ ------ -r.24 IN51 R'UMf N I 17Ll111t�i R dI --------� --r—�f,C T --� -- —fir,- — DRi Olt. P.N LG r4= r� N 02' 16' 33"W 294.91' 5 UTILITY EASEMENT I� INSTRUMENT NUMBER, IAND + ENA RUC CER D2 t 7Q8 i762 NST'RUMENT riUMBER I_GT. D'? 05046158 D' 1`.T r, _T EVATID(c 632.81' 11-44 ELEVATIC.Nk 6,32, ' 9 Rim ELEVj PII,k ELEVATICN (,.5295' GRAPHIC SCALE 30 G 15 30 =•] (IN FEET) 1 inch= 30 ft_ LEGEND 60- — _ - - EXISTING CONTOUR 607 PROPOSED CONTOUR — PROPOSED STORM PIPE NOTES 1, REFER TO GENERAL NOTES, THIS SET, FOR ADDITIONAL NOTES. 2. ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING AT THE TIE-IN LOCATION TO EXISTING UTILITIES (DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM). 3. CONTRACTOR TO VERIFY THE EXISTENCE, LOCATION AND DEPTHS OF ALL EXISTING UTILITIES WITHIN THE PROJECT WORK AREA BEFORE COMMENCING CONSTRUCTION. 4. THE UTILITIES SHOWN ON THESE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES. NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES. 5. UNDER THE TEXAS "ONE -CALL" LAW THE CONTRACTOR MUST CONTACT THE NOTIFICATION CALL CENTER BY DIALING 811 NO SOONER THAN 14 DAYS PRIOR AND AT LEAST 48 HOURS BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO IDENTIFY ANY UTILITIES IN CONFLICT WITH THE PROPOSED FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH THE EXISTING UTILITIES ARE DISCOVERED_ NOTES 1. INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS 'PLAN SET IS PART OF A UNIFIED DESIGN. THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES. EACH SUBCONTRACTOR SHALL BE PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET. 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED 'DESIGN AND IS PERTINENT TO THIS PLAN SHEET. 3. CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLANS, MEP SITE PLANS, AND 'CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT. Know what's below. Call before you dig. lust 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:XXX.XX E:XXX.XX ELEV.=xxX.XX QM #2: xxxxx N.XXXXXX.XX E:xxxxxx.xx ELEV.-xxxxx x LO M CDry r - co C) C) CV co (0 z F_ a S1Y o LL] F- LijN rn — LO Ll.) M o T z- 0 H 0 H Uj Q w tV LY_FA h1khi hA 0 J w I� F— 'x1 W z F- 0 Ld m _3 F_ = Q U) F- 0 U) C/) ILL] 0 G_ L U U) C Q V) 0 Z z J 0 Ir— � VJ z 2 J W pRCEL0N0HZk,RT I FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE 'SUPERVISION OF: Engineer HECTOR J. SOTELO, P_E. P.E. Na. 1048170 0g3te 05/04/2020 SHEET NUMBER C-4.0 � I a` %V z� 4 � LU b wa J d I Z LL LL 0I r-- C Wf,' S '_ C <I T LL 0 d I d � I ” W < b t:2 co to LL ry Cl 5 15' UTILII'Y EAS EMENT !NSTRUMAENT NUMBER Eat S '1i�S377B.2+ .R.T C - T, ri DRAINAGE EASEMENT =° P I„_T, _ - � f ! IN-5TRUMENT NUMBER _ - d I — > uLLJ� F T_C T.mom mawuu 1 tR1 HI -OF -74342`9 4 •�y F ` "i E ECTR .A Pox � � I _1 d � � I oo -11, t4o 02� — I wow moo� ��_ � ` 1, s _ � P. Ar r - 39„ 4p7 1 _ -CD -- b evo Uj goo moo aaw - - - - ------ --- --- P -- ------ _- _ 1 ELE OEM Koo G j f - dom C _ _ - - 1 STA 2+79.25 STORM DRAIN LINEA' INSTALL Y CURB INLET. TOP OF CURB =1634.50 FL PR 18” RCP =631.00 BUILDING 1A ±5,375 Sf TWO-STORY OFFICE BUILDING FINISHED FLOOR ELEVATION = 535.50 15 BUILDING LINE - sty' TNI ELEVA, ION., 15 _E3 _ � Y � a :4« ACCESS EA 14T IN IUMBER l LOT I, BLOCK 7 TOWER PLAZA{� � -i ' PA'J4T _ INSTRUMENT NUMI3OR G' //- L P,'R', I .0 T STA 1+00.00 STORM DRAIN LINEA' 4 _ y INSTALL CONCRETE COLLAR.. CONNECT TO ' DUSTING 18" LATERAL. FL EX 18" RCP = ±628.36�- r 'x LOT ?, BI_0r K I TnWFR Pt AZA__ E RI'I , LEV TI P 13 -14 1 ITIS RI RENT NUMBER 0217r 800;x. ' UTILITY' EASEMENT ri P R.T'C IiNST RUMI hIT NOMIPEre 18" RCP @ 2.10% 1)?) 168 7 78;1 M1 ` � a�z acpl�s �'p �•�� I � � AD '+GC!',�k1�r %gtWRE FEET f ,� Ate• C7 EZ tA I L i R'ICAL QijT-LET 7-V W -- (6- -- ------ - T_' Ta+WEIR ROAD REAL S LL — — — - - qq i[li�llt 'WL — Cs.S'WL I INS 0 ��y1(J 1 522 4; L=r.ff"Wl -� L« E'WL =, ?INL �i_S�AL is SW— —RIM' ELEM1�P.TI 4 —1;,IM ELEb'- t'' 0.R T.C_T_ '. G'gi, 4' BUSTING « UNDERGROUND I — Ilii ELEVATION; 61.4 ;' DETENTION BUILDING 1B ±2590 sf _ F_ - - - — TWO-STORY OFFICE BUILDING 1r z — — —� — - !' 4 FINISHED FLOOR ELEVATION d '= L— - _ - . ,• _ ,� , -- -635.50 - �------------------------------ ------ -r.24 IN51 R'UMf N I 17Ll111t�i R dI --------� --r—�f,C T --� -- —fir,- — DRi Olt. P.N LG r4= r� N 02' 16' 33"W 294.91' 5 UTILITY EASEMENT I� INSTRUMENT NUMBER, IAND + ENA RUC CER D2 t 7Q8 i762 NST'RUMENT riUMBER I_GT. D'? 05046158 D' 1`.T r, _T EVATID(c 632.81' 11-44 ELEVATIC.Nk 6,32, ' 9 Rim ELEVj PII,k ELEVATICN (,.5295' GRAPHIC SCALE 30 G 15 30 =•] (IN FEET) 1 inch= 30 ft_ LEGEND 60- — _ - - EXISTING CONTOUR 607 PROPOSED CONTOUR — PROPOSED STORM PIPE NOTES 1, REFER TO GENERAL NOTES, THIS SET, FOR ADDITIONAL NOTES. 2. ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING AT THE TIE-IN LOCATION TO EXISTING UTILITIES (DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM). 3. CONTRACTOR TO VERIFY THE EXISTENCE, LOCATION AND DEPTHS OF ALL EXISTING UTILITIES WITHIN THE PROJECT WORK AREA BEFORE COMMENCING CONSTRUCTION. 4. THE UTILITIES SHOWN ON THESE PLANS WERE COMPILED FROM VARIOUS SOURCES AND ARE INTENDED TO SHOW THE GENERAL HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES IN THE AREA OF CONSTRUCTION. THE ENGINEER ASSUMES. NO RESPONSIBILITY FOR THE ACCURACY OF THE UTILITY INFORMATION SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITIES. 5. UNDER THE TEXAS "ONE -CALL" LAW THE CONTRACTOR MUST CONTACT THE NOTIFICATION CALL CENTER BY DIALING 811 NO SOONER THAN 14 DAYS PRIOR AND AT LEAST 48 HOURS BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES IN ORDER TO IDENTIFY ANY UTILITIES IN CONFLICT WITH THE PROPOSED FACILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WHEN CONFLICTS WITH THE EXISTING UTILITIES ARE DISCOVERED_ NOTES 1. INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS 'PLAN SET IS PART OF A UNIFIED DESIGN. THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES. EACH SUBCONTRACTOR SHALL BE PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET. 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED 'DESIGN AND IS PERTINENT TO THIS PLAN SHEET. 3. CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLANS, MEP SITE PLANS, AND 'CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT. Know what's below. Call before you dig. lust 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:XXX.XX E:XXX.XX ELEV.=xxX.XX QM #2: xxxxx N.XXXXXX.XX E:xxxxxx.xx ELEV.-xxxxx x LO M CDry r - co C) C) CV co (0 z F_ a S1Y o LL] F- LijN rn — LO Ll.) M o T z- 0 H 0 H Uj Q w tV LY_FA h1khi hA 0 J w I� F— 'x1 W z F- 0 Ld m _3 F_ = Q U) F- 0 U) C/) ILL] 0 G_ L U U) C Q V) 0 Z z J 0 Ir— � VJ z 2 J W pRCEL0N0HZk,RT I FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE 'SUPERVISION OF: Engineer HECTOR J. SOTELO, P_E. P.E. Na. 1048170 0g3te 05/04/2020 SHEET NUMBER C-4.0 0 v m w 0 Q as 0 N 0 N u� 0 OL m 0 W cD I IV �zW cs L) I= C0VIC' I M r Mcr LJ ::) azo w U G a✓ I_s_)T 1;_LUt_.K TWO FOXEInR0ijI;H CABINET A, `:LI17E 2U99 P,R.T C.T. CD! Li w:,.i Z IQ U) Ute! r 7 01-c.umr- Ili (o LL tn J h I I VVATER EASEMENT z 111STf:Ij EN NO D214243429 UTILITY' E*EMENT T a P.R_T C - INSTRUMENT NU. D2142434.:9 _ f � F-1 '` 24' ACCESS EASEMENT ` S _ .ter. TRI_rr11.IhJrr' ELE+�IPYc7 INSTRUMENT NL FL -D -UF' ING. EASEMENT �D2170e7782 INSTRUMENT NUMBEP 15' UTILII" Y' EAS EM EN I INSTRUMENT NUMBER 4217+787782 =1.R.T C -T, - DRAINAGE EASEMENT PFU IN5TRUMENT NUMBER S - ;. 0217087782 � Y_. �-1 f ��.• �'' I _ - -- - R.T_C T. _ 1 - *AY I N j 6(} R1G1`Il-O 2� 4243429 _- "..'—ELECTR CA BOX �- sow� I d= MEN1 / CONNECT TO EXISTING b" LATERAL FOR FIRE 4' a 0 I I SERVICE. INSTALL ±150 LF 6" PIPE FOR �• _ r _39"F— d d SERVICE. PROVIDE CITY APPROVED L - - - ! I BACKFLOW PREVENTION IN VAULT. 1�� --- --momwoo U3 rte► _ - I JJII d INSTALL DOUBLE CLEANOUT AND END CID N SANITARY SERVICE LINE 5' FROM BUILDING. I REFER TO ARCHITECTURAL / MEP PLANS �i FOR CONTINUATION. I 41 Fes` I CL I F� � I r, .I �I I' OFFICE cwrt BUILDING �I D m Q Ctf C I 0+ f � I mid >b 0x I w } I Z :D Q U) PLANS FOR CONTINUATION. I F II n c Ca � zo W T- W J _J w�/ s J< m I 2 � � �--- Q U) a C 0 0 Z O CO CD! Li w:,.i Z IQ U) Ute! r 7 01-c.umr- Ili (o LL tn J h I I VVATER EASEMENT z 111STf:Ij EN NO D214243429 UTILITY' E*EMENT T a P.R_T C - INSTRUMENT NU. D2142434.:9 _ f � F-1 '` 24' ACCESS EASEMENT ` S _ .ter. TRI_rr11.IhJrr' ELE+�IPYc7 INSTRUMENT NL FL -D -UF' ING. EASEMENT �D2170e7782 INSTRUMENT NUMBEP 15' UTILII" Y' EAS EM EN I INSTRUMENT NUMBER 4217+787782 =1.R.T C -T, - DRAINAGE EASEMENT PFU IN5TRUMENT NUMBER S - ;. 0217087782 � Y_. �-1 f ��.• �'' I _ - -- - R.T_C T. _ 1 - *AY I N j 6(} R1G1`Il-O 2� 4243429 _- "..'—ELECTR CA BOX �- sow� I d= MEN1 / CONNECT TO EXISTING b" LATERAL FOR FIRE 4' a 0 I I SERVICE. INSTALL ±150 LF 6" PIPE FOR �• _ r _39"F— d d SERVICE. PROVIDE CITY APPROVED L - - - ! I BACKFLOW PREVENTION IN VAULT. 1�� --- --momwoo U3 rte► _ - I JJII d INSTALL DOUBLE CLEANOUT AND END CID N SANITARY SERVICE LINE 5' FROM BUILDING. I REFER TO ARCHITECTURAL / MEP PLANS FOR CONTINUATION. I 41 Fes` I ±6,375 sf I F� � I r, I' OFFICE cwrt BUILDING �I D m LAI� 0 C I 0+ f � I mid U 0x I END WATER SERVICE LINES 5' FROM n BUILDING. REFER TO ARCHITECTURAL I MEP r 04 U) PLANS FOR CONTINUATION. �I Li I � zo � k I < _j 15 BUILDING LINE LI�}� aim ago --- _� _- - - _-- ,, -LE CONNECT TO EXISTING 2" LATERAL AND METER FOR IRRIGATION WATER SERVICE. REFER TO LANDSCAPE IRRIGATION PLANS Z ! •_ FOR CONTINUATION. CONNECT TO EXISTING 2" LATERAL AND hh INh' �IATIQ7N, METER FOR DOMESTIC WATER SERVICE. h INSTALL 1150 LF 2" PIPE FOR SERVICE. - - w 128.'13 _ m- do* 27 25 LLEVATI(rN: 6 3' _ - ' _ 4• AGOESz EA NT �` IN` IUMBER LOT 1, BLOCK I � � -� • +� ����• r - GJ����TE ID2 i �8 77 �3� TOWER PLAZA - PAV��' P �R.T a i INSTRUMENT NUMBER ti r r crAL I k,r E 1 -RIM ELEVATItnIV= 635.7©" y SID ` r r 1 REMOVE EXISTING CAP AND CLEANOUT AND LOT ?, BLOCK I CONNECT TO EXISTING 6" SERVICE STUB. FL 6" PVC = ±631.48 ROMENT NUMBER 02 i 708)78i'. - INSTALL b"x6" 45° WYE. n I 15' UTILITY' EASEMENT P R -T.% T. FLb' PVC = � k ' IiJ'SI�RV<IM1=NT f+lt1MEE'I✓ 9A '� 3 682 ACRES DR I]? 1 1087782 6" PVC SANITARY V q im i 60,417 St1tWE FES j. I _R_T, T SERVICE @ ;.�;� � — — — — — — — — w — se TOWER AD REAL STATE LL^ 816L 'WL ..Ir- -�..5^rrLiNIST,II� 1VI.1,{�LL1 T121�5T-43�L wi 1.8WL L._INUL E,.s'eL E, RN ` RIM ELE'v'A T I 'Q I �-i?!IM L EXISTING FIRE HYDRANT — — ¢T TM" I IM' ELEVATION: 63., 75 BUILDING 113 - ; PROPOSED REMOTE FIRE DEPARTMENT f2,590 sf I CONNECTION LOCATION TWO-STORY OFFICE BUILDING INSTALL DOUBLE CLEANOUT AND END FINISHED FLOOR ELEVATION SANITARY SERVICE LINE 5' FROM BUILDING. d REFER TO ARCHITECTURAL MEP PLANS 635.501 FOR CONTINUATION. - - - - - - - - � — — — 11�rI��Ir a� r i`J�utB►I� LEVATI DN: 632.81 '----9�` ILHE --- &UE 1 294.91 1 114 2, ,' 9 Nae. 1 s' �3pw � UTILITY EASEMENT ELEVATICXNI'. b�i� r,u_Llik�"' Jv_ r,D+ KLr� � INSTRUMENT NUMBER, AND ZENA RUrKER D217087 r82 NSTRUMENT NUMBER P.R.T.G'_T. D205046158 D 1` .T r _T. RIP.I ELEVJ LPIM ELEVATION 63.2,95' c� ON: n33.R� GRAPHIC SCALE 30' a 1S 30 60 (IN FEET) I inch= 30 ft_ LEGEND Ex,B'V& EXISTING WATER LINE SS EXISTING SANITARY SEWER PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE 1, EXISTING UTILITY ELEVATIONS AND LOCATIONS ARE APPROXIMATE AND ARE BASED ON SURVEY AND RECORD DRAWING INFORMATION OBTAINED FROM THE PUBLIC RECORDS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES WHERE PROPOSED UTILITIES ARE BEING CONNECTED, PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 3. FOR WATER LINES, THE MINIMUM BURY DEPTH IS 48' AS MEASURED FROM FINISHED GRADE TO TOP OF PIPE, 4. ALL WATER METERS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE CITY OF SOUTHLAKE GENERAL DESIGN STANDARDS. 5, REFER TO MEP PLANS FOR CONTINUATION OF WATER AND SANITARY SEWER LINES. Ci, ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING ,AT THE TIE-IN LOCATION TO EXISTING UTILITIES (DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM). NOTES TO CONTRACTOR 1. INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS PLAN SET IS PART OF A UNIFIED DESIGN. THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES_ EACH SUBCONTRACTOR SHALL �E PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET. 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION, INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED DESIGN AND IS PERTINENT TO THIS PLAN SHEET.. 3. CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLAL:' MEP SITE PLANS, AND CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT. Knowwhat's below. Call before you dig. least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:X XX.XX E:XXX.XX ELEV.=XXX.XX BM #z: xxxxx N.XxXXXx.XX E:XXXXXCX.XX ELEV.=XxX.XX x 2 L0 M CD N N r~ co 0) rn a n1 N OR ti i M ca o ti N LU C Wrn — L0 W� o b LLLL = *# z Z rr— 5 a rE H Z 6 WCD LU N W INSTALL DOUBLE CLEANOUT AND END CID N SANITARY SERVICE LINE 5' FROM BUILDING. I REFER TO ARCHITECTURAL / MEP PLANS FOR CONTINUATION. d ( i BUILDING IA Fes` I ±6,375 sf I d Jl TWO-STORY I' OFFICE N �+ BUILDING �I D m WW i 0 C I 0+ I FINISHED FLOOR d I In ELEVATION = 635.54 15 BUILDING LINE LI�}� aim ago --- _� _- - - _-- ,, -LE CONNECT TO EXISTING 2" LATERAL AND METER FOR IRRIGATION WATER SERVICE. REFER TO LANDSCAPE IRRIGATION PLANS Z ! •_ FOR CONTINUATION. CONNECT TO EXISTING 2" LATERAL AND hh INh' �IATIQ7N, METER FOR DOMESTIC WATER SERVICE. h INSTALL 1150 LF 2" PIPE FOR SERVICE. - - w 128.'13 _ m- do* 27 25 LLEVATI(rN: 6 3' _ - ' _ 4• AGOESz EA NT �` IN` IUMBER LOT 1, BLOCK I � � -� • +� ����• r - GJ����TE ID2 i �8 77 �3� TOWER PLAZA - PAV��' P �R.T a i INSTRUMENT NUMBER ti r r crAL I k,r E 1 -RIM ELEVATItnIV= 635.7©" y SID ` r r 1 REMOVE EXISTING CAP AND CLEANOUT AND LOT ?, BLOCK I CONNECT TO EXISTING 6" SERVICE STUB. FL 6" PVC = ±631.48 ROMENT NUMBER 02 i 708)78i'. - INSTALL b"x6" 45° WYE. n I 15' UTILITY' EASEMENT P R -T.% T. FLb' PVC = � k ' IiJ'SI�RV<IM1=NT f+lt1MEE'I✓ 9A '� 3 682 ACRES DR I]? 1 1087782 6" PVC SANITARY V q im i 60,417 St1tWE FES j. I _R_T, T SERVICE @ ;.�;� � — — — — — — — — w — se TOWER AD REAL STATE LL^ 816L 'WL ..Ir- -�..5^rrLiNIST,II� 1VI.1,{�LL1 T121�5T-43�L wi 1.8WL L._INUL E,.s'eL E, RN ` RIM ELE'v'A T I 'Q I �-i?!IM L EXISTING FIRE HYDRANT — — ¢T TM" I IM' ELEVATION: 63., 75 BUILDING 113 - ; PROPOSED REMOTE FIRE DEPARTMENT f2,590 sf I CONNECTION LOCATION TWO-STORY OFFICE BUILDING INSTALL DOUBLE CLEANOUT AND END FINISHED FLOOR ELEVATION SANITARY SERVICE LINE 5' FROM BUILDING. d REFER TO ARCHITECTURAL MEP PLANS 635.501 FOR CONTINUATION. - - - - - - - - � — — — 11�rI��Ir a� r i`J�utB►I� LEVATI DN: 632.81 '----9�` ILHE --- &UE 1 294.91 1 114 2, ,' 9 Nae. 1 s' �3pw � UTILITY EASEMENT ELEVATICXNI'. b�i� r,u_Llik�"' Jv_ r,D+ KLr� � INSTRUMENT NUMBER, AND ZENA RUrKER D217087 r82 NSTRUMENT NUMBER P.R.T.G'_T. D205046158 D 1` .T r _T. RIP.I ELEVJ LPIM ELEVATION 63.2,95' c� ON: n33.R� GRAPHIC SCALE 30' a 1S 30 60 (IN FEET) I inch= 30 ft_ LEGEND Ex,B'V& EXISTING WATER LINE SS EXISTING SANITARY SEWER PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE 1, EXISTING UTILITY ELEVATIONS AND LOCATIONS ARE APPROXIMATE AND ARE BASED ON SURVEY AND RECORD DRAWING INFORMATION OBTAINED FROM THE PUBLIC RECORDS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES WHERE PROPOSED UTILITIES ARE BEING CONNECTED, PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. 3. FOR WATER LINES, THE MINIMUM BURY DEPTH IS 48' AS MEASURED FROM FINISHED GRADE TO TOP OF PIPE, 4. ALL WATER METERS AND SERVICE CONNECTIONS SHALL COMPLY WITH THE CITY OF SOUTHLAKE GENERAL DESIGN STANDARDS. 5, REFER TO MEP PLANS FOR CONTINUATION OF WATER AND SANITARY SEWER LINES. Ci, ALL UTILITIES SHALL BE CONSTRUCTED BEGINNING ,AT THE TIE-IN LOCATION TO EXISTING UTILITIES (DOWNSTREAM) AND PROCEED TO PROPOSED STRUCTURES (UPSTREAM). NOTES TO CONTRACTOR 1. INFORMATION ON THIS SHEET AND OTHER SHEETS THROUGHOUT THIS PLAN SET IS PART OF A UNIFIED DESIGN. THE CONTRACTOR SHALL NOT SEPARATE DRAWINGS FROM THE SET FOR DISTRIBUTION TO SPECIFIC DISCIPLINES_ EACH SUBCONTRACTOR SHALL �E PROVIDED WITH ALL SHEETS WITHIN THIS PLAN SET. 2. CONTRACTOR SHALL REFERENCE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION, INFORMATION ON THE GENERAL NOTES SHEET IS PART OF A UNIFIED DESIGN AND IS PERTINENT TO THIS PLAN SHEET.. 3. CONTRACTOR SHALL REFERENCE ALL IRRIGATION PLAL:' MEP SITE PLANS, AND CIVIL ENGINEERING UTILITY PLANS FOR INFORMATION REGARDING SLEEVES BENEATH PAVEMENT. Knowwhat's below. Call before you dig. least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1; xxxxx N:X XX.XX E:XXX.XX ELEV.=XXX.XX BM #z: xxxxx N.XxXXXx.XX E:XXXXXCX.XX ELEV.=XxX.XX x 2 L0 M CD N N r~ co 0) rn a n1 N OR ti i M ca o ti N LU C Wrn — L0 W� o b LLLL = *# z Z rr— 5 a rE H Z 6 WCD LU N W C F_ d WW i 0 0 G U 0x U) >2 � 47 i En < _j W J _J w�/ s 0 J �--- Q U) a C 0 Z O COW I •� 7 W � C d U Lf7 � 47 0 a C I [� O I •� 7 0 � N O N z d 0 W O 0 ft� Z 0- FR 1E L0NOHG�1R1 FOR REVIEW ONLY THESE DOCUMENTS ARE FOR REVIEW ONLY AND NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMITTING. THEY HAVE BEEN PREPARED BY OR UNDER THE 'SUPERVISION OF: Engineer HECTOR J. SOTELO, P.E. P,E. Na. 104804 Date 05/04/2020 SHEET NUMBER C-5.0 ►+ I cr M !X c z Cr I cc En I < .0 kl w > D D v� 4J7 H CD T M Q ¢ _J rW 0 YL ` . 0 1r.. . LL J 0J�I Z :Dd �•• O�-�ry 1� C7 LU 2 d m T = y LL 0 W Fi T. (?.-T MATER EASEMENT r r x I I INSTRUMENT NO- x214243429 UTILfTY EASEMENT � r 1 1 ���g•wL P.R.T.CJ- INSTRUMENT NO. D214243429 r L � C�7 24' ACCESS EASEMENT ex,ewl- TRI—COUNTY ELECTRIC INSTRUMENT NUMBER — s , —' CQ—OP, INC, EASEMENT 0217087782 `.E•'INSTRUMENT p R T.0 T3 ER N D217087782 DRAINAGE EASEMENT M�H Ex. �.s -WL E'.R.T,C.T INSTRUMENT NUMBER I — 021708778? lA� PRTCT A, rr ba• �IGN�`L7F 1 1434Z� 1 6 r S `vy SWC' } ��• �- � r {`` ����y�/ BUFFERYARD REQUIREMENTS: VVILLIf1M PN, rS01-NLrG AND LENA RUCKER INSTRUMENT NUMBER D205046158 D-R.T-C-T- SUMMARY CHART - SUFFERYARDS LOCATIONILENGTH OF BASE LINE REQUIRED/ PROVIDED LENGTH BUFFERYARD CANOPY WIDTH/ TYPE TREES ACCENT TREES SHRUBS FENCEISCREENIN+G HEIGHT & MATERIAL NORTH REQUIRED 242 FEET 10' TYPE'E' 2 5 19 HEDGE 30" Q.C., 3' HT. ACCENT SHRUBS PROVIDE COLOR 20' TYPE'E' 10 9 59 HEDGE EAST REQUIRED 389 FEET 10' TYPE W 4 8 32 NONE 34 212 PROVIDED 169 1O' TYPE'A' 11 8 93 NONE SOUTH REQUIRED 421 FEET 10' TYPE W N/A NIA NIA NONE J PROVIDED 10' TYPE 'A' N/A N/A NIA NONE WEST REQUIRED 295 FEET 10' TYPE W 3 6 24 NONE PROVIDED _ I U TYPE 'A' 4 7 24 NONE NOTE ANY CREDITS USED IN CALCULATIONS: A. NORTH - 5 EXISTING TREES USED B EAST - 11 EXISTING TREES USED C. WEST - 4 EXISTING TREES USED TOTAL BUFFERYARD LANDSCAPE AREA; 6,883 SF TOWER RQAD REALTATE, L L`B"WL I�T'U INU�+IBE� 1 215243 �VL D,R.T.0-T- 5' UTILITY INSTRU'MEN i D217087/6 ­1L E'.R.T.C.T REQUIRED INTERIOR LANDSCAPING: 15' UTILIT'' EAS EM ENT T INSTRUMENT NUMBER D2170877B2 P -R -T G.T- I PARKING LOT LANDSCAPING REQUIRED: REQ'D LS AREA: SUMMARY CHART - INTERIOR LANDSCAPE BOTANICAL / COMMON NAME PROV'D LS AREA: 3,007 SF 32 SF/ STALL TOTAL IMPERVIOUS AREA: % OF AREA 68.9°/6 IS GROUND SEASONAL LANDSCAPE IN FRONT CANOPY ACCENT SHRUBS COVER COLOR 5" AREA OR SIDE TREES TREES (SQ.FT.) (SQ -FT.) REQUIRED: 8,463 75% 17 34 212 1,269 169 PROVIDED: 21,447 85% 29 42 422 2,471 494 PARKING LOT LANDSCAPING REQUIRED: REQ'D LS AREA: 15 SF! STALL 93 STALLS = 1,395 SF 31.16/6 BOTANICAL / COMMON NAME PROV'D LS AREA: 3,007 SF 32 SF/ STALL PERVIOUS/ IMPERVIOUS AREAS: TOTAL OPEN SPACE AREA- 27,930 SF 31.16/6 BOTANICAL / COMMON NAME CONT GAL TOTAL IMPERVIOUS AREA: 61,944 SF 68.9°/6 �41— x.B'WL EXA'WL ExVWL }L GRAPHIC SCALE 30 0 15 30 60 ( IN FEET) I inch = 30 ft. Know wh'eOW. Ca Lefore you diq. least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1: XXXXX N:XXX.XX E-.XXX.XX ELEV.=XXX.XX BM #a: XXXXX N:XXXXXX.XX E:XXXXXX.XX ELEV.=XXX.XX X 42 L0 O) c� co 00 tt rn O CV r: a -- co �ry o V cQ H Qa � LL] C t Ri t— Lu Lo W�o M r O LL CL' z d) z O H Z O W W Na TREES CITY BOTANICAL / COMMON NAME CONT GAL SIZE N07FE3 IS Existing Tree To 12emaln z � J 21 Ilex vomitoria / 1'oupon Holly 30 6AL 5" 6'-10' Full, Matching, 2E P U) a- 5yrrimetri6ol ❑X z LUt L) .L COLU 9 Logorstroemio indica / Grape Myrtle 30 6AL. 3" 5'-10' Ful 1, Matchincg, -1 < J 00 J U7 Symmetrical 2 28 Plstocio chlnansis / Ghlnass Plstache 65 6AL 4" 12' -Ira' Ful I, Matching, < _ co Symmetrical 5 5aphora eacJ+undiflora / Texas Mountain Laurel 45 GAL. 3" 10'-12' full, Matching, w CO LLJ Symmetrical 5 eivesreue, shumordll ! 5humord Red Pak 65 GAL 4" 12'-15' Ful I. Matching, LL] co 5ymmetrleal 6 Quercus virginiana / Southern Live Oak 65 GAL 4" 12'-15' Ful I, Matching, Symmetrical -f Ulmus crosall'olra ! Gedor Elm 65 6AL 4" 12'-13' Ful I, Matching, ' 5yrnmestrical 2 Ulmus crassr?olra ! cedar Elm 65 GAL 4" 12'-I5' Ful I, Matching, 0 Symmetrical SHRUBS 07Y BPTANIGAL / COMMON NAME CONT SIZE SPACINs NOTES 6 Hesperoloe porvmora / Rad Yucca 3 &AL 24" HT. PER PLAN Ful I, Matching, 0 Symmetrical 26 Hosto undulata / Vorlacgoted Hosta 16AL 1$" F+T- PER PLAN Ful I, Matchlnrg, Symmetrical w 7 Hydrangea macrophyl la / LorFgeleaf Hydrangea 3 &AL 24" HT. PER PLAN Ful 1, Matching,. o �rnmetrical 154 Ilex earrwto 'Dwarf Bvrford' / Dwarf 8urfard F+ally 5 &AL 24" HT. PER PLAN Full, Matahing 0- 5ymmatrleoll I lox vomitoria 'Nana' / Dwarf Youpon 3 &AL 24" HT. PER. PLAN 7ul1, Matching, Symmetrical 5 Ilex x 'Ne IIle R Stevens' / NeI11e Stevens HoI1y 15 6AL. 48" HT. PER PLAN f=ull, Matching, Syrnmetrrcal 10 Juniperus sabina 'Tamariscifolia' / Tamarix Savin Juniper 3 &AL 24" HT. PER PLAN Full, Matchlne 5ymmetrrcal 5 Leucophyl lura frutescerss '6reen Cloud' TM / Green Claud Texas Hanger 3 &AL 24" HT PER PLAN 'Full, Matching, Symmetrlcal 10 Llgvstrum srnansa 'Svnshrna' ! Svnshlre Llgvstrum 3 &AL. 24" HT PER PLAN Fw11, Matching, Symmetrrcal ,a'' 65 Loropatolum chrnense 'Purple Dlolmond' / Frrnge Flower- 3 6AL 24" HT. PER PLAN Fu11, Matching, 5yrnmetrical 4 Mohlenberglo copillo-Is / Fink Muhly 3 6AL 34" Hr. PER PLAN Ful 1, t4otching, 59rnmetricol 10 Muhlenbergio lindheimeri / Lindheimer's Muhly 3 6A[- 24" HT. PER PLAN Full, Matching, 5ymmetrinal 32 Nondino domostrco 'Fire tower' / Frropower Nandino 3 &AL 24" HT. PER FLAN Full, Matching, Symmetrical -f Nossella tanulsslma / Texas Needle brass 16AL 1$" FIT. PER PLAN Ful I, Matching, Symmetrical 45 Pennlsetum alopecuroldes Hameln'/ Hameln Dnarf Fountain brass I &AL IS" F+T. PER PLAN Ful I, Matching, ayrnmetrlcol It Plttosporum toblra Aheeler's Dwarf' / Drrcrl` Plttosporum 3 SAL 24" HT. PER PLAN Ful I, Matching, 5yrnmetrlcal 22 Salvia greegll / Autvlm Sage 1(SAL IS" 14T. PER 10LAN Full, Matching, Symmetrical GROUND COVERS CITY BPTANIGAL / COMMON NAME NOTES .''- 26,625 sr- Gynodon dactylcn 'Tlf 4IT / Bermuda brass Sad 405 Llrrope muscarl 'Evergreen 6lant' / Evergreen xSlant Border brass I gal., 24" O.G., Triangular Spacing. 322 Llrrope muscarl 'Varleegotca' / Variegated Lrly TurF I /gal-, 24" O.G., Triangular Spocing. 533 Traehelospermum aslaticum ! Star Jasmine I gal., 24" O.G., Trlangular Spacing. 1,1-4-q Vrnaa major / Periwlnkle 4' Pots, S" O.G., Triar-gulor 5p061rg Know wh'eOW. Ca Lefore you diq. least 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1: XXXXX N:XXX.XX E-.XXX.XX ELEV.=XXX.XX BM #a: XXXXX N:XXXXXX.XX E:XXXXXX.XX ELEV.=XXX.XX X 42 L0 O) c� co 00 tt rn O CV r: a -- co �ry o V cQ H Qa � LL] C t Ri t— Lu Lo W�o M r O LL CL' z d) z O H Z O W W Na FKELIMINAKY FOO KEVIF-W ONLY These documents are for De5lgn Review and not intended for Con5truction, Bidding or Permit Furpo5e5, They were prepared by, or under the 5uperviEion of: Drew J. Dubocq L.A.#3 14 I 05/04/2020 SHEET NUMBER L-1.0 z � J Lu 2E P U) a- ❑X z LUt L) .L COLU ❑J 0 < -1 < J 00 J U7 W 2 1s �< N < _ co Q Z) 0 w CO LLJ Cf) Jr� 1 [] LL] FKELIMINAKY FOO KEVIF-W ONLY These documents are for De5lgn Review and not intended for Con5truction, Bidding or Permit Furpo5e5, They were prepared by, or under the 5uperviEion of: Drew J. Dubocq L.A.#3 14 I 05/04/2020 SHEET NUMBER L-1.0 01 .L 0 U7 N Q w 1 [] co CD 0 z 4-1a w o Z 0- FKELIMINAKY FOO KEVIF-W ONLY These documents are for De5lgn Review and not intended for Con5truction, Bidding or Permit Furpo5e5, They were prepared by, or under the 5uperviEion of: Drew J. Dubocq L.A.#3 14 I 05/04/2020 SHEET NUMBER L-1.0 C77 0 c QfQf Im Cd 4 d W cn I— I� �I J CD 10� C r-` < OSI z Z) cs 0� z ch c� W � m 0 0 LN 0 N 4 a. f c l - Er WATER EASEMENT x J J ! INSTRUMENT ND- 0214243429 UTILITY EA5EMENT r � � P,R.T.C.T. INSTRUMENT NO. 021424342`9 , WL a P.R.T.C.T. L 24' ACCESS EASEMENT ,ffw� TRI -COUNTY ELECTRIC INSTRUMENT NUMBER - w — �I ` -` CO-OP, INC. EASEMENT D217087782 f .•J "wL ! INSTRUMENT NUMBEP.R,T,C,T. D217087782 �e Fx. Ex3WL , DRAINAGE EASEMENT P.R.T.C.T. _ INSTRUMENT NUMBER 8 1Q 0 D2' 7067 - 9NN [� 'f PR.TCT C1F71 NOTES- 1- PERFORM ROOT PRUNING ON ALL EXISTING TREES TO REMAIN WHERE CONSTRUCTION ACTIVITY FALLS WITHIN DRIP LINE OF EXISTING TREES_ 2. ROOT PRUNING METHOD: 2 MONTHS MIN. PRIOR TO EXCAVATION 8 CONSTRUCTION ACTIVITIES, HAND CUT ROOTS BY DIGGING A 18"-24" DEEP x 8" WIDE TRENCH ALONG THE OUTSIDE PERIMETER OF EXISTING TREE(S) ADJACENT TO CONSTRUCTION AREAS. MAXIMIZE PRUNING TRENCH DISTANCE FROM TRUNK TO THE FULLEST EXTENT POSSIBLE, WI THE ROOT PRUNING LINE PLACED @ THE EDGE OF CONSTRUCTION LIMITS. CRITICAL ROOT ZONE AREA TREE PROTECTION DETAIL I EXISTING TREE(S) TO REMAIN- 2 DRIPLINE OF EXISTING TREE (LYP) L'1 CONTINUOUS NYLON TIE STRING TIED TO STAKE TOPS WI 2' TUNDRA WEIGHT ORANGE STREAMERS @ 3' O.C. 8' METAL T -STAKES: 8' O.C. MIN., DRIVEN 2' INTO GROUND AT (OR OUTSIDE) TREE DRIPLINE 4' MIN. HEIGHT ORANGE PLASTIC FENCING INSTALLED PER MANF. RECOMMENDATIONS (TYP). SUPPLEMENT W1 SILT FENCE FABRIC @ PRUNING TRENCH AS REQ'D- EXISTING GRADE TO BE DISTURBED - 7 ROOT PRUNING TRENCH 12" OUTSIDE FENCE - SEE NOTES - @8 EXISTING GRADE TO REMAIN.. NOT TO SCALE D.R.T.C.T. TREE NOTES: 1, REMOVE DEAD LIMBS OVER PROPOSED IMPROVEMENTS TO PROVIDED 7' MINIMUM CLEARANCE. 2. PRUNE TREES WITHIN PROPOSED IMPROVEMENTS TO REDUCE STRESS ON TREE. 3. DO NOT REMOVE MORE THAN 207 OF EXISTING TREE CANOPY - TREE PROTECTION AND REMOVAL: TREE PROTECTION MUST OCCUR PRIOR TO BEGINNING OF SITE WORK. TREE FLAGGING: ALL PROTECTED TREES MUST BE FLAGGED WITH COLORED VINYL TAPE WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF AT LEAST FOUR FEET SO AS TO BE VISIBLE TO CONSTRUCTION 'WORKERS ON FOOT AND ON EQUIPMENT. EXISTING TREE COVER: PERCENTAGE OF EXISTING TREE COVER ON SITE: 15,37. PERCENTAGE OF EXISTING TREE COVER TO BE PRESERVED: 65% �ko TOWEQOAD REAL STATE, LLC. Ex.@'WLINSTRU fi L Ex.&'WL NUMBED �152�13�C�bW D.R.T.C.T. 15' IJTILITr EASEMENT 1; INSTRUMENT NUMBER D217087782 P,R-TC,T f ICAL BOX Ex,d'WL Ex.9"WL Ex.B WL II 1� ROOT PRUNING: ROOT PRUNE ALL TREES WITHIN 15" OF NEW CONSTRUCTION. USE AN IRRIGATION TRENCHER SET AT 18" DEPTH TO TRENCH ACROSS THE ROOT AREA PARALLEL TO THE EXTENT OF THE SIDEWALKS OR CURB. MAINTAIN 6' CLEAR MINIMUM FROM TREE. PROTECTIVE FENCING: A PROTECTED TREE MUST HAVE PROTECTIVE FENCING WHICH COMPLETELY ENCLOSES THE DRIP LINE OF THE TREE UNTIL CONSTRUCTION IS COMPLETED AS PER CITY OF SOUTHLAKE REQUIREMENTS. DURING CONSTRUCTION, NO EXCESS SOIL, ADDITIONAL FILL, EQUIPMENT, LIQUIDS OR CONSTRUCTION DEBRIS MAY BE PLACED INSIDE THE PROTECTIVE 'BARRIER. CONTRACTOR IS TO PROVIDE TEMPORARY, CONTINUOUS FENCING AT THE DRIP LINE. UTILITY CONFLICTS: PROPOSED UTILITIES SHALL BE DIRECTIONALLY BORED SO AS NOT TO ALTER THE CRITICAL ROOT ZONES OR HEALTH OF THE TREES SHOWN TO BE PRESERVED. GRAPHIC SCALE 30 a 15 30 60 (IN FEET) 1 inch = 30 fl - NO. CALIPER INCH SPECIES REMAIN REMOVE 67 18 OAK X Existing Tree To Fcmoir 68 8 HACKBERRY X 69 8 ELM x 71 6 HACKBERRY X 72 12 E LM X 73 6 OAK X 74 6 ELM X 75 8 ELM X 76 10 HAC KB E RRY X 77 8 DOUBLE HACKBERRY X 78 10 ELM X 79 8 ELM X 100 12 ELM X 101 10 ELM X 106 14 ELM X 107 6 BRADFORD PEAR X 108 6 CRAP E MYRTLE X 109 6 CRAPE MYRTLE X 114 10 CEDAR X 115 10 HACKBERRY X 119 6 HACKBERRY X 120 10 HACKBERRY X 121 10 ELM X 122 8 HACKBERRY X 123 8 HAC KB E RRY X 124 6 MULTI TRUNK MESQUITE X 125 7 HACKBERRY X 126 6 ELM X 127 6 ELM X 128 18 ELM X 130 10 HACKBERRY X 131 8 HACKBERRY X 132 12 HACKBERRY X 134 10 'HACKBERRY X 169 138 PLANT 5CH�VlL Ti2EES 07'r 30TA4NICAL 1 COMMON NAME 14 Existing Tree To Be lRernoved �^ , , .20 Existing Tree To Fcmoir f Know whch'aOWr CCS before you dig. @ Fast 48 hours prior to digging) CITY CASE NUMBER ZA20-0027 BENCHMARKS BM #1: XXXXX N:XXX.XX E:XXX.XX ELEV. =XX)C. X X BM #2: XXXXX N:XXXXXX.XX E:XXXXXX.XX ELEV.=XXX.XX 0 z X ns cFs CM -r coti v cm N 1qt cq ti r OD (0 CDP0 Z " F- n Lij C f13 ~ W W _0 CD 0 LL = it Z )0 (D E I- z Ln Wo � cm X F ilk hi hA 0 J 00 W O © X W z W cn > J J m � .J W = � � U) '� / D O Gl) C!) W z 0- z O W cn Z O 0 W W F'KELI MI NAF\Y FOO PREVIEW ONLY These documents are for De5i,3n Review and not intended for Con5truction, 13iddmL3 or Permit Purp05e5. They vvere prepared by, or under the 5upervl5ion of: Drew J. Dubocq L.A.#3 141 051©4/2020 SHEET NUMBER L-1.1 TOWER PLAZE SITE SITE DATA SUMMARY EXISTING ZONING S -P-1 PROPOSED ZONING S -P-1 LAND USE DESIGNATION OFFICE COMMERCIAL WITH PROPOSED FLOOR AREA T-1 & T-2 OVERLAYS GROSS ACREAGE 6.04 AC NET ACREAGE 5.75 AC GROSS ACREAGE - RIGHT OF WAY .29 AC NUMBER OF PROPOSED LOTS 2 PERCENTAGE OF SITE COVERAGE 42,267 SF (18%) AREA OF OPEN SPACE 68,829 SF PERCENTAGE OF OPEN SPACE 27% AREA OF IMPERVIOUS COVERAGE 184,772 SF PERCENTAGE OF IMPERVIOUS COVERAGE 73% PROPOSED BUILDING AREA (FOOT PRINT IN SQ. FT.) 41,966 SF NUMBER OF STORIES 2 MAXIMUM BUILDING HEIGHT 38101" PROPOSED FLOOR AREA 71,936 GSF PROPOSED FLOOR AREA BY USE 71,936 GSF REQUIRED PARKING 345 SPACES PROVIDED PARKING 347 SPACES STANDARD 334 SPACES HANDICAP 13 SPACES TOTAL 347 SPACES REQUIRED LOADING SPACES NONE PROVIDED LOADING SPACES 0 SPACES AREA OF OUTSIDED STORAGE NONE PERCENTAGE OF OUTSIDE STORAGE NONE J Lu 0 M Lu Z Q LL U) C—) T �€T Imo - r ry 0 _ M LU co ry LL- > BUILDING 1 MEDICAL OFFICE BUILDING - 2 STORY (EXISTING) FLOOR LEVEL GSF SUMMARY (C-3) FIRST FLOOR 25,540 GSF SECOND FLOOR 21,195 GSF TOTAL PROVIDED 46,735 GSF PARKING SPACE SUMMARY (ASSUME 41,293 NET FLOOR AREA) REQUIRED PARKING (SEC.35.8(b)(6)(d) 8 SPACES 1 FIRST 1,000 NSF 8 SPACES 1 SPACE/ 150 NSF (30,854 NSF MEDICAL OFFICE) 206 SPACES 1 SPACE/ 300 NSF OTHER (9,439 NSF LAB, PHARMACY, MEDICAL IMAGING) 32 SPACES TOTAL 246 REQUIRED PROVIDED PARKING 245 PROVIDED HANDICAPPED PARKING SUMMARY REQUIRED PARKING (SEC.35.7) MIN. 7 HC SPACES REQUIRED (151-200) PROVIDED 7 HC SPACES (PROVIDED MIN. 1 VAN ACCESSIBLE PER EACH 8 HC SPACES MEDICAL OFFICE BUILDING 2 GROSS BUILDING AREA ASC Area LEVEL 1 3,627 SF MOB Area LEVEL 1 21555 SF MOB Area LEVEL 1 21593 SF ASC Area LEVEL 2 16,426 SF TOTAL:4 25,201 SF BUILDING 2 MEDICAL OFFICE BUILDING - 2 STORY FLOOR LEVEL GSF SUMMARY (C-3) FIRST FLOOR SECOND FLOOR TOTAL PROVIDED PARKING SPACE SUMMARY (ASSUME 24,530 S.F. NET FLOOR AREA) REQUIRED PARKING (SEC.35.8(b)(6)(d) 8 SPACES 1 FIRST 1,000 NSF 1 SPACE 1150 NSF (3,883 NSF MEDICAL OFFICE (OUT OF 4,883 NSF) 1 SPACE 1300 NSF DAY SURGERY CENTER (19,385 NSF OUTPATIENT SERVICES) TOTAL PROVIDED PARKING HANDICAPPED PARKING SUMMARY REQUIRED PARKING (SEC.35.7) MIN. 5 HC SPACES REQUIRED (100-150) PROVIDED (PROVIDED MIN. 1 VAN ACCESSIBLE PER EACH 6 HC SPACES) 8,775 GSF 16,426 GSF 25,201 GSF 8SPACES 26 SPACES 65 SPACES 99 REQUIRED 100 PROVIDED 6 HC SPACES � PARKING SUMMARY � PARKING SPACE SUMMARY REQUIRED PARKING MEDICAL OFFICE BUILDING 1 MEDICAL OFFICE BUILDING 2 TOTAL REQUIRED PROVIDED PARKING MEDICAL OFFICE BUILDING 1 MEDICAL OFFICE BUILDING 2 TOTAL PROVIDED 246 SPACES 99 SPACES 345 SPACES 245 SPACES 100 SPACES 345 SPACES SITE ITEMS &LEGEND SITE/ BUILDING DEVELOPMENT ITEMS 1. ORDINANCE 557-A A. ALL BUILDING MEET OR EXCEED MIN. 80% EXTERIOR MASONRY CONSTRUCTION 2. ORDINANCE 480 A. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER SCREENING MATERIALS AND HEIGHT 3. PROPOSED SITE SIGNS WILL BE PROVIDED UNDER SEPARATE REVIEW PROCESS AND PERMITTING 4. PER ORDINANCE NO. 483 - SECTION 8.05 A. ALL SITE SCREENING ITEMS SHALL BE PROPERLY SCREENED WITH PROPER MATERIAL PER SEC. 39.6 B. SCREENING SHALL BE COMPLETED AT THE TIME OF INSTALLATION BY THE UTILITY COMPANY OR DEVELOPER. 5. NO EXTERIOR STORAGE IS TO BE PROVIDED ON SITE. 6. ALL SIDEWALKS ARE CONCRETE WITH BROOM FINISH. 7. ALL PARKING SPACES ARE'9-0" X 18'0". 8. ALL CROSSWALKS ARE STAMPED CONCRETE 9. PROPOSED SIDEWALK 0 10. ALL LIGHTING WILL COMPLY WITH LIGHTING ORDINANCE NO.693, AS AMENDED 11. ALL MECHANICAL, ELECTRICAL AND UTILITY RISERS WIL LBE SCREENED AND NOT VISIBLE SITE PLAN — BW SD -103 SCALE: 1"=40'-O" LAND LEGAL DESCRIPTION ZA15-139 LEGAL LAND DESCRIPTION BEING 6.038 ACRES OR (263,033 SQUARE FEET OF LAND IN THE OBEDIAH W KNIGHT SURVEY, ABSTRACT NO. 899 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS SAID 6.038 ACRES OR 263,033 SQUARE FEET) OF LAND BEING PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A SPECIAL WARRANT DEED TO TOWER ROAD REAL ESTATE, LLC (HEREINAFTER REFERRED TO AS WEATHERFORD LOAN COMPANY TRACT), AS RECORDED IN INSTRUMENT NUMBER D213177040, DEED RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T.); SAID 6.038 ACRES OR (263,033 SQUARE FEET) OF LAND BEING MORE PARTICULAR DESCRIBED, BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A FIVE -EIGHTS INCH ROD WITH PLASTIC CAMP STAMPED'RPLS 4838' FOUND IN THE WEST LINE OF SAID TOWER ROAD REAL ESTATE, LC TRACT, SAME BEING THE SOUTHWEST CORNER OF THAT CERTAIN RIGHT-OF- WAY DEDICATION F.M. HIGHWAY NO. 1709 ALSO KNOW AS SOUTHLAKE BOULEVARD (VARIABLE WIDTH RIGHT-OF-WAY), AS RECORDED IN INSTRUMENT NUMBER D214263637, D.R.T.C.T., SAME BEING THE EAST LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A CORRECTION WARRANTY DEED TO WILLIAM M. RUCKER AND ZENA RUCKER (HEREINAFTER REFERRED TO AS RICKER TRACT), AS RECORDED IN INSTRUMENT NUMBER D205046158, D.R.T.C.T.; THENCE N 88 DEGRESS 45 MINUTES 41 SECONDS EAST WITH THE COMMON LINE BETWEEN THE REMAINDER OF SAID TOWER ROAD REAL ESTATE, LLC TRACT AND THE EXISTING SOUTH RIGHT-OF-WAY LINE OF F.M. HIGHWAY NO.1709 WITH THE EXISTING WEST RIGHT -OF-WAY LINE OF TOWER BOULEVARD (60' RIGHT-OF-WAY), AS RECORDED IN INSTRUMENT NUMBER D214243249, PLAT RECORDS, TARRANT COUNTY, TEXAS; THENCE SOUTH 12 DEGREES 25 MINUTES 39 SECONDS EAST WITH THE COMMON LINE BETWEEN SAID WEATHERFORD LOAN COMPANY TRACT AND THE EXISTING WESTRIGHT-OF-WAY LINE OF SAID TOWER BOULEVARD, A DISTANCE OF 508.01 FEET TO AN 'X" CUT FOUND IN THE CONCRETE PAVEMENT; THENCE SOUTH 00 DEGREES 45 MINUTES 01 SECOND EAST CONTINUE WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND THE EXISTING WEST RIGHT-OF-WAY LINE OF SAID TOWER BOULEVARD, A DISTANCE OF 391 .15 FEET TO AN ALUMINUM CAP STAMPED'RPLS 4873' FOUND FOR THE SOUTHWEST CORNER OF THE EXISTING RIGHT-OF-WAY OF SAID TOWER BOULEVARD, SME BEING THE NORTHEAST (HEREINAFTER REFERRED TO AS LANDLOCK TRACT), AS RECORDED IN INSTRUMENT NUMBER D213326294, D.R.T.C.T.; THENCE SOUTH 88 DEGREES 09 MINUTES 58 SECONDS WEST WITH THE COMMON LINE BETWEEN THE REMAINDER OF SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID LANDLOCK TRACT, A DISTANCE OF 191.03 FEET TO AN ONE-HALF INCH IRON ROD WITH PLASTIC CAP FOUND FOR THE NORTHWEST CORNER OF SAID LANDLOCK TRACT, SAME BEING AN EASTERLY LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN A WARRANTY DEED TO WILLIAMW. RUCKER AND ZENA RUCKER (HEREINAFTER REFERRED TO AS WILLIAM AND ZENA RUCKER TRACT), AS RECORDED IN INSTRUMENT NUMBER D205546160, D.R.T.C.T.; THENCE NORTH 00 DEGREES 57 MINUTES 40 SECONDS WEST WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID WILLIAM AND ZENA RUCKER TRACT, A DISCTANCE OF 60.01 FEET TO A THREE-QUATERS INCH IRON ROD FOUND FOR THE NORHTEAT CRONER OF SAID WILLIAM AND ZENA RUCKER TRACT, SAME BEING AN INNER -ELL CORNER OF SAID TOWER ROAD REAL ESTATE, LLC TRACT; THENCE SOUTH 88 DEGREES 09 MINUTES 58 SECONDS WEST CONTINUE WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID WILLIAM AND ZENA RUCKER TRACT; THENCE NORTH 02 DEGREES 16 MINUTES 33 SECONDS WEST WITH THE COMMON LINE BETWEEN SAID TOWER ROAD REAL ESTATE, LLC TRACT AND SAID RUCKER TRACT AND GENERALLY WITH FENCE LINE, A DISTANCE OF 832.96 FEET TO THE PLACE OF BEGINNING, AND CONTAINING A CALCULATED AREA OF 6.038 ACRES OR (263,033 SQUARE FEET) OF LAND. ZA20=0027 V7 F— W UJ F� Z <W 0 Lu 11-- oLe I i 5 wu z o tC W IL t 0 o C b U o � � CID ZJL a7 _ v M to to 0 � � a LU a .a j t -- L? F - Lu COOD VJ (V CO Q FOR REVIEW ONLY REV DESCRIPTION DATE NOT FOR CONSTRUCTION SEAL: PROJECT NUMBER- 3019185 DATE: 05/1112020 SHEET TITLE AND NUMBERSD=l 03 - SITE PLAN - BW '+C3 4) w- 0 U_ � DC] X cn a) E i [I) CL LLJ Cl ) Lr> C=> CIO REV DESCRIPTION DATE NOT FOR CONSTRUCTION SEAL: PROJECT NUMBER- 3019185 DATE: 05/1112020 SHEET TITLE AND NUMBERSD=l 03 - SITE PLAN - BW II r I II �/ I LEVEL 1 - BW _ -;,f--------- -- LLF = JU Wa ` VA, - ----- f; I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I J I I I I I I I aU11IIPSTER '-� GENERATOR L13 0 IN 13 13 ---------------------- ai --------------- ------------------- ---------- - ---------------------- ------------------------------------ 19 I M SD -104 SCALE: 118" = V-4° Z d LLF = JU Wa ` Q L LL T C17 rN _j r i w V m E J t 'J f1oix LU T � W 11 � Li m — iv cv J p Iz Iz cYo Q �r S LU A ao 'V3 0 co FOR REVIEW ONLY NOT FOR CONSTRUCTION SEAL: PROJECT NUMBER: 3819185 - - - - - - - - - - - - - - GATE: 05'1112820 SHEET TITLE AND NUMBER: SDml 04 ZA20=01027 FIRST FLOOR PLAN - BW cu is r� 0 �r co X a) a _�e cu CL LLI cri Lo m rr��� v) REV DESCRIPTION DATE NOT FOR CONSTRUCTION SEAL: PROJECT NUMBER: 3819185 - - - - - - - - - - - - - - GATE: 05'1112820 SHEET TITLE AND NUMBER: SDml 04 ZA20=01027 FIRST FLOOR PLAN - BW \fi JAfJ �UBLIC LT CLEAN UTIL PACU 08 I� I rr 'I 1 - l I � -- — — --- - -- -- -- ...- ------ ti '` ANURSEDMIN CE STAFF•TLT " L... DICT STATION — I I e I PACU 09 I SOIL UTIL MED REC BUS OFC ,. t°1 J a F -I I 1 _ STAFF I _ . Y MEDS —i I – – – _ LOUNGE EQUIP STOR PACU 10 1 STAFF – ELEV 02 COOK STAFF — — — ! i? – 8 _ DRESS fel DECONTAM ! – – – – STAFF– � _ DRESS AFF �fLT I STAIR 02 ! ANES WORK SOIL LINEN LINEN RED BAG JAN _ f' I' 4 PACU 1'I + CNTRL — J � JAN d n , \ STATION r� r ]- - — --I-- IL -- — - - — LLL -- Ml CLEAN UTIL CORR ACU iz -VIII - 3' f OPERATING _ Q _. ROOM 01 OPERATING OPERATING OPERATING OPERATING OPERATING ROOM 02 ROOM 03 _ ROOM 04 ROOM 05 ROOM 06 --––-50Q-SF–––--––------ – --- � �II - --- 5UB -- -------- �� `SF`---- ABT; SF - ---BUB-- ---------- 4 t;SF - - - - - - - --------------------- � - ---SUB 4901SF STERILE STERILE, STERILE I i I . -Gill I I I I VIII 1 I J I L r I L- _----------- - - - - -- _. --- ---- - - - - -- r - - - - - -- - -- -_.--- --- - --- - - -- --- LEVEL 2 - BW SD -105 SCALE- 110" = l'-0° Z C] d LLJ ~~ r~ G JUU o ` W H � Q F- L ay V w "��` rrL � m - J J L 1. 1 �1 6. Lu E;0�J 4n C:) S La UJ ILL cn E CID ew r*3 C/3 <C _j = p C 120 cc 4*0 –M V) X c6 m w ao d7 CA /'1 m fs FOR REVIEW ONLY NOT FOR CONSTRICTION SEAL: PROJECT NUMBER- 3019185 DATE: 05/1112020 SHEET TITLE AND NUMBER: SDml 05 ZA20,0027 SECOND FLOOR PLAN - BW 0 CID L 120 cc 4*0 –M V) X F_ Q (1) 13. uj cn Lr) m C.I) REV DESCRIPTION GATE NOT FOR CONSTRICTION SEAL: PROJECT NUMBER- 3019185 DATE: 05/1112020 SHEET TITLE AND NUMBER: SDml 05 ZA20,0027 SECOND FLOOR PLAN - BW T/"W81- OF PARAPE TOP OF SCREEN 37'- 0" L% ROOF Au (— .}U' !1n LEVEL 2— qU 14'-©n ROOFTOP MECHANICAL SCREEN WALL 71R" PnPTI Amn C`FAWNIT n a nT nT e"r n n n NORTH ELEVATION SD -107 SCALE- 118" = V-0"' TOP OF PARAPET — ■J 38' - 0" r -h TOP OF SCREEN WALL qU 37' - 0" PREDOMINANT ROOF 30' Q" EXTI STOR 718” POR STU JA LEVEL 2 TJ— — 14'-0" L<J— 0" D iM EM ROOFTOP MECHANICAL SCREEN WALL 719" PnPT1 ANF) C:FMF:NT VA" PnPTI ANN) C FMF:NT ------- 718" „---Tn LEGEND NOTE: NO MORE THAN 50% OF ANY FACADE IS COMPOSED OF REFLECTIVE GLASS _ACM -01, ALUMINUM COMPOSITE WALL PANELS 718" PORTLAND CEMENT STUCCO SYSTEM 01 718" PORTLAND CEMENT STUCCO SYSTEM 02 CURTAIN WALL 1 STOREFRONT FRAMING, VISION GLASS CURTAIN WALL! STOREFRONT FRAMING, SPANDREL GLASS MASONRY BRICK m CAST STONE BANDING BRICK LEDGE STEEL LINTEL STEEL SHELF ANGLE CJ CONTROL JOINT XX EXTERIOR W NDOW TAG SIM 00 WALL OR BUILD NG SECTION A-000 WALLS WALLS EAST ELEVATION SD -107 SCALE- 118" = V-0" w i 021SD-107 0 KEY PLAN dab –021SD-108" — DL FIR FBI co C7 0 �d ZA20=0027 H W Z p z <c E Lu = H J I W O C p t c� ` L W� c L) Ie OC E J ED LL Q "' 4 m 4.0 L LU aa) � J a 3 � CIO X v co p T Lu A C!} °D i FOR REVIEW ONLY r REV DESCRIPTION DATE NOT FOR CONSTRUCTION SEAL: PROJECT NUMBER: 3019185 DATE: 0511112020 SHEET TITLE AND NUMBER: SD -1 07 EXTERIOR ELEVATIONS L) 0 m Q .1111111111111l T3 L � CIO X i C!} i Ci W CI] Ua c REV DESCRIPTION DATE NOT FOR CONSTRUCTION SEAL: PROJECT NUMBER: 3019185 DATE: 0511112020 SHEET TITLE AND NUMBER: SD -1 07 EXTERIOR ELEVATIONS T OF PARAPET 38'- 0U" TOP OF SCREEN + 37'- 0" '� J — 30' - 0" 718" P STUC — — 14'-0" CAST ST( SOUTH ELEVATION SD -108 SCALE- 118" = 1'-0" TOP OF PARA 38' - 0" TOP OF SGRE 37'- 0" ROfl F 30' 0" T STOREFRONT SYSTEM STUCCO SYSTEM 01 %F AUGHT A DEMENT M 02 DECONTROL RY ROOFTOP MECHANICAL SCREEN WALL Z,r—CAST STONE CAP 718" PORTLAND CEMENT LEGEND NOTE - NO MORE THAN 50% OF ANY FACADE IS COMPOSED OF REFLECTIVE GLASS _ AGM -01„ ALUM NUM COMPOSITE WALL CURTA N WALL 1 STOREFRONT FRAMING, VISION GLASS CURTA N WALL 1 STOREFRONT FRAMING, SPANDREL GLASS MASONRY BRICK o CAST STONE BANDING BRICK LEDGE STEEL LINTEL STEEL SHELF ANGLE CJ CONTROL JOINT XX EXTERIOR W NDOW TAG SM 00 WALL OR BU LD NG SECTION A-000 PONE CAP PARAPET HEIGHT -ERIOR ALUMINUM )REFRONT SYSTEM H W Z PANELS p z <c 71$" PORTLAND CEMENT STUCCO LU =M H ~ SYSTEM 01 F– 0 718" PORTLAND CEMENT STUCCO J W SYSTEM 02 PONE CAP PARAPET HEIGHT -ERIOR ALUMINUM )REFRONT SYSTEM H W Z p z <c E LU =M H ~ r5 F– 0 J W O C p ` L LU ami — — — — — — — 14'-0" c Z3 t� jj wV Im E M J W LL < "' 4 STUCCO SYSTEM 02 CAST STONE ACCENT BAND ALUMINUM SUNSHADE 718" PORTLAND CEMENT 4.0 LLL � SYSTEM STUCCO SYSTEM 01 CAST STONE ACCENT BAND u�l � a BRICK MASONRY J a 3 ¢ C] w LEVEL 1 v m Z p T r- A °a p a FOR REVIEW ONLY `� 7I8" PORTLAND CEMENT STUCCO SYSTEM 02 CAST STONE CAP BRICK MASONRY LEVEL 2 - — — — — — — — 14'-0" 71$" PORTLAND CEMENT STUCCO SYSTEM 02 CAST STONE ACCENT BAND ALUMINUM SUNSHADE 718" PORTLAND CEMENT .L) SYSTEM STUCCO SYSTEM 01 CAST STONE ACCENT BAND BRICK MASONRY LEVEL 1 T3 EXTERIOR ALUMINUM L STOREFRONT SYSTEM a) WEST ELEVATION i SD408 SCALE- 118" = 1'-0" i cQ W cn m Ua I t MSD -107 I I I I I 0 I a I a I I — — — .— — — — — — — — — — —-021SD-108- KEY PLAN co 0 a 0 ZA20mOO27 REV DESCRIPTION DATE NOT FOR CONSTRUCTION SEAL - PROJECT NUMBER- 3019185 DATE- 0511112020 SHEET TITLE AND NUMBER: SD -1 08 EXTERIOR ELEVATIONS A J -AM i i 7 vpmq C Noma - - • ti _ _ _ 1 United Sllrgiral PartnersENVIRC?NMENTS INTERNAT q N q A. FOR HEALTH MAMS ARCHITECTURE EXTERIOR PERSPECTIVE United SUrgi(al Partners ENVIR©NMEh FOR HEALTH I N T E R N A T 1 0 N A L , ARCHITECTUI EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE ��. HEALTH Unified WOW Partners ENVIRONMENTS N T E R N A T 1 4 N A L RHITECTIIRE EXTERIOR PERSPECTIVE ZA20-0027 !— W l` o United SUrgi(al Partners ENVIR©NMEh FOR HEALTH I N T E R N A T 1 0 N A L , ARCHITECTUI EXTERIOR PERSPECTIVE EXTERIOR PERSPECTIVE ��. HEALTH Unified WOW Partners ENVIRONMENTS N T E R N A T 1 4 N A L RHITECTIIRE EXTERIOR PERSPECTIVE ZA20-0027 !— W ¢ o W M1 X F- C Lu a � U ` L Lu ~ u� a) w rJ7 � J J W LL w o sn Q � S La M1' os LLI = - � QD E J O c eo L L? c -6"i CD X Lu Co co ao � aon i—I � a i-� f = o fb �7 Z z m am FOR REVIEW ONLY NOT FOR CONSTRUCTION S EAL PROJECT NUMBER- 3019185 I DATE- 05/11/2020 SHEET TITLE AND NUMBERSDml 09 - EXTERIOR PERSPECTIVES ao 4) 0 L c -6"i X i [f) fCi CL LLl cri Cs y m C/) REV DESCRIPTION DATE NOT FOR CONSTRUCTION S EAL PROJECT NUMBER- 3019185 I DATE- 05/11/2020 SHEET TITLE AND NUMBERSDml 09 - EXTERIOR PERSPECTIVES i ■ Lu0 Lu TZD ■ z UJ • ■ i � r Lu ■ ■ cn ■i Uj ■ ■ i LL Lu 4 co .. i s co ui - r DD ■■ pp t AL 21 FOR REVIEW ONLY u ri �r s I �► k- n' -Sld 41 • • �i • w • Lm i■ • UJ ■ r • REV ■ ■ 7._.�— ... TION DATE — . TER - 00 NOTFOR CONSTRUCTION ■ .� :_ _ . '` ��s A _ __ •.,,� mom: a f. si4. SEAL - Will PROJECT NUMBER 3019185 ' .,;-r � �..- ", .� t Y. :. nK ` �--•• � - �.. `��.,. {a � i i' EI 45'�,�'},' ms's 1 SHEET TITLE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 C ER- SDml 10 EXTERIOR PERSPECTIVES Luminaire Schedule Symbol Type Qty Manufacturer / Catalog Number Total Lumen Output Total Input Watts Ballast Factor Light Lost Factor User Defined Factor Sc 4 - (2) EXISTING AS NOTED LITHONIA DSXO LED 40C 1000 (P7) 40K T5M MVOLT DM28AS .38112 332 1.000 0.850 1.000 SD 1 LITHONIA DSXO LED 40C 1000 (P7) 40K T3M MVOLT DM19AS 17831 165 1.000 0.850 1.000 Calculation Summary Calculation Grid Location Calc. Height (Ft.) Units Avg Max Min Avg/Min GRADE Planar 0 Fc 0.71 3.9 0.0 N.A. PARKING LOT & DRIVE WAY Fc 2.08 3.9 0.6 3.47 .. .. .._u a -• � * * - - - _ - - - - a l _fl � ,U --------- ' ... _a U.ii _ �~~ail. 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S W SITE LIGHTING PHOTOMETRIC PLAN SCALE: 1 " = 30' 0 15 30 60 LIGHTING NOTES BY SYMBOL '" " EXISTING 'SC' FIXTURE TO REMAIN. Know what's below. Call before you dig. (@ least 48 hours prior to digging) CITY CASE NUMBER ZA2D 002 ' BENCHMARKS •!!! too !k .i.. .. x .9° L0 rn N N 1R R 00 r V' d7 O CAo? R «7 cD V CD R z H _ _ � L.L � rn LLi Ri W Z CCD D LD Wo LL L - rZ Z zo ~ 'T U)o E5 N X F ki hi iA J m CO W 0Cf3 a w Ld m J .J LLJ EL- 0 C0U D 0 U) U) W C 0Q z W 6 2 t33. PRELIMINARY SHEET NUMBER SP1.0