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Item 6H - Plansx • n fp • r q ijno ,;* • 1 r Jam' eery �w ~ M;y V y 4 i .'s • 4q DAVID DISIEH 1224 WYNDHAM F SOUTH LAKE, TEXA -1u^��� 1^4A% nn-7 I:f• It miimnnnnnnnnm �uuuuuuuuuuuuuu i nmmmmmmllll� IIIIIIIIIIIIIIIIIIIII� I.I '� m�m�m�mmill� � mmnmmimlll��l Illmmmnnnlll I� ,I�IIII-IIII�L �IIIIIII� IIIIIIIIIIIIIIIIIIIIIII� W, 60 - -�l a ��A-�J t �y► ■ 1 (IIIIIII (IIIIIIII IIIIIIIII (IIIIIIIIIIIIIIII (IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII 'II' IIIIIIIIIIIIIIIIIIIIIIIIIIIII Ilp,u Ilgll I) Illlllu pglll Ilppl pgllll IIIIIIIII gglll II IIIIIIIII Illy' Illlplu ggplll Illlppl ggplll Ilgpllll Ilgplll IIIIIIII II I I F �1,1 (III I Illpul Ilglllllll, _i I IIIIIIIII I I _'III IF IIIIIII II IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIII I I I I I (IIIIIIIIIIIIIIIIIIIIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII I I I I III I I I I II I IIIIII I I IIIIIIIIIIIIIIIIIIIIII IIIIIIII II II IIIII I I I II III II III II I I II III 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 I IIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII � , IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIII IIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII �I III L• IIIIIIIFIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIII I IIII" IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII 'III ' II IIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIII I IIII IIIIIII IIIIII Illgl I I Illlllllll IIIIIIIIII !I II IIIIIIIIIIIII IIIIIII IIIII IIIIIII IIIIIIIIU Ipl IIIIIII IIIII IIII IIII IIII dllllu III I) IIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIII . 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IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII Illlllllllllllllllllpllllllll ,dlllll Illlpl, JII I IIIII, IIIIIIIIIIIuppIIlllUll IIII Illhnnlllllllllll Illlllllugglpll Illhnulllllullll IIII IIIIIIIIIIIIIIIIIIIIIIIII IIIII ■:���Il"i=1D»=1:ti]kVlVI 10k POIAA •Tip E C T S UILDINU CODE ANALY818 BUILU OF ARCHITECTS UILDING CODE: 211 INTERNATIONAL BUILDINQ CODE .438-7855 www.HBJarch.co R E GO D IE: 21ii8 INTERNATKMAL FIRE CODE PARER: LU BIN CODE 8 KrEqNATION4 PWMI31NO CIO E EOHANiOAL CODE : Oil iwm"MmON& MEOHMIMDE BULLERI ECT1191.11CAL CODE : 2M NkTION4ELE ICI CODE Q A KI n n i A A I I I N E I j GV CODE : 2tii8 INTE"NATICINAL E E Y OONSEWkTION IDODE alboUl I I Iffall I IC L1 �m 0 IN 10 1 *I =� 91 malm" well OWA III mm I•JWMwm1 r�V,A!1111111 rLW LWAWl SITE DEVELOPMENT GENEF�AL NOTES: PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE AND PLANS INCLUDING ALL NOTES, THE STANDARD SPECIFICATIONS AND STANDARDS SHALL BE FAMILIAR WITH THE SOIL CONDITIONS TO BE ENCOUNTERED AND FOR CONSTRUCTION IN THE CITY OF SOUTHL.AKE, AND OTHER APPLICABLE ANY ONSITE CONDITIONS WHICH MAY AFFECT SUCCESSFUL PERFORMANCE STANDARDS OR SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE OF THE WORK, SUCH AS THE AVAILABILITY OF TRANSPORTATION AND WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO BE FAMILIAR WITH LABOR, ACCESS TO PUBLIC STREETS, ACCESS TO UTILITIES NEEDED DURING ALL STANDARDS AND SPECIFICATIONS PERTAINING TO THESE WORK SHALL IN NO CONSTRUCTION, PRESENCE AND EXTENT OF GROUNDWATER, AND WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING THE WORK IN UNFORESEEN WEATHER CONDITIONS. ANY FAILURE BY THE CONTRACTOR TO ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. IN PROPERLY ASCERTAIN THE ONSITE CONDITIONS WILL NOT RELIEVE HIM FROM THE EVENT OF A CONFLICT BETWEEN AN ITEM SHOWN ON THESE PLANS ( RESPONSIBILITY FOR PROPERLY ESTIMATING THE DIFFICULTY OR COST OF INCLUDING NOTES) AND CITY REQUIREMENTS OR SPECIFICATIONS, THE SUCCESSFULLY PERFORMING THE WORK. CONTRACTOR SHALL CONTACT THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK RELATING TO THE CONFLICTING ITEM (5). THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH SAFETY PLANS AND IMPLEMENTATION. PLANS SHALL BE PREPARED AND SEALED BY A IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF COLORADO, FOR THE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL STORM SEWER INLETS, IMPLEMENTATION OF SAFETY CONTROL MEASURES, AND SHALL MEET THE VALVE BOXES, GLEANOUTS, MANHOLES, FIRE HYDRANTS, GAS MAINS, METER REQUIREMENTS OF THE GOVERNING AUTHORITIES IN EFFECT DURING THE BOXES, ELECTRIC AND TELEPHONE DUCT BANKS, ETC. MUST BE ADJUSTED TO THE PERIOD OF CONSTRUCTION OF THE PROJECT. PROPER LINE AND GRADE BY CONTRACTOR PRIOR TO AND / OR DURING THE PLACEMENT OF PERMANENT PAVING. ANY FACILITIES DAMAGED DURING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR THE COST OF ANY CONSTRUCTION SHALL BE RESTORED TO A STATE AS GOOD OR BETTER THAN THEIR REQUIRED BONDS, INSPECTION AND TESTING SERVICES, CITY OR STATE CONDITION PRIOR TO CONSTRUCTION, AT THE SOLE EXPENSE OF THE CONTRACTOR. INSPECTION OR PERMIT FEES, IMPACT FEES AND / OR AND OTHER MISCELLANEOUS FEES OR CERTIFIGATIONS REQUIRED FOR A SUCCESSFUL IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING COMPLETION OF THIS PROJECT. PAVING, SIDEWALKS, BUILDINGS AND OTHER STRUCTURES THAT WILL REMAIN IN PLACE DURING THE CONSTRUCTION. THE ARCHITECT IS NOR RESPONSIBLE FOR ANY EROSION CONTROL NOTES: INACCURACIES IN THE LOCATION, SIZE, GRADE, OR FULL EXTENT OF THE EXISTING ABOVE - GROUND OR UNDERGROUND FACILITIES SHOWN ON THESE PLANS. THE - CONTRACTOR SHALL PROVIDE EROSION CONTROL PLAN AND DETAILS AS CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPORTING ANT INACCURACIES IN REQUIRED BY THE AHJ THE FACILITY LOCATIONS THAT MAY AFFECT SUCCESSFUL COMPLETION OF THE - CONTRACTOR SHALL INSTALL SILT FENCING AS REQUIRED TO PREVENT WORK AS SPECIFIED. UNLESS OTHERWISE DIRECTED, THE CONTRACTOR IS ANTICIPATED RUN-OFF RESPONSIBLE FOR MAINTAINING SAID FACILITIES IN THEIR CONDITION PRIOR TO - SILT FENCING SHALL BE SECURELY FASTENED TO SUPPORT POST - FABRIC CONSTRUCTION, AT THE SOLE EXPENSE OF THE CONTRACTOR. ENDS SHALL OVERLAP G" MINIMUM - INSPECTION SHALL BE MADE WEEKLY AND AFTER EACH RAINFALL. REPAIR CONTRACTOR SHALL POSSESS, PRIOR TO CONSTRUCTION, ALL NECESSARY OR REPLAGEMENT SHALL BE MADE PROMPTLY AS REQUIRED PERMITS, LICENSES, ETC., AND SHALL PERFORM ALL WORK IN COr-lPLIANCE WITH - REMOVE SILT FENCE AFTER SITE IS COMPLETELY STABILIZED AND TERMS AND CONDITIONS. ALL WORK SHALL BE DONE IN COI"IPLANCE WITH - DISPOSE OF SILT IN A MANNER AS TO NOT CONTRIBUTE TO ADDITION APPLICABLE STATE, FEDERAL, AND LOCAL REGULATIONS. SILTATION - REFER TO THE CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION / DETAILS LOT 35-R Louis Kola, Jr. 8,: Cindy A. 870 Deer Hollow Blvd. Southlake, TX 7(50-02-8348 D204200053 ZONED SF-20B 20UTILITY EASEMENT s 15' SETBAGK \ EXISTING 8' TALL CHAIN LINK FENCE \ s \ EXISTING 8' HIGH MASONRY FENCE 10' BUFFERYARD LOT 3(5-R Sonthosh 8,' Anupam Gandhor 880 Deer Hollow Blvd. Southlake, TX 7(3002-8348 D20429485ro ZONED SF-20Bi i I ®, 9'-0"WX18'-011D PARKING SPACES - TYP. 40' SETBAGK BUFFEgYAgD SUMMA9Y CHANT CANOPY ACCENT -LENGTH - TYPE I TREE ES-- 517' 1 120 (17 EXIS FENCE / EXISTING BSSONRY WALL NOTE ANY CREDITS USED IN CALCULATIONS: EXISTING TREES HAVE BEEN COUNTED " REQUIRED PLANT MATERIAL HAS BEED REDUCED BY 20% FOR AN INCREASE IN BUFFERYARD WIDTH BUFFERYARD LENGTH HAS BEEN REUGED TO ACCOMMODATE THE SHOWN DRIVES. GENERAL STREESGAPE STANDARD NOTES: 1. SPECIFIC PLANT TYPES AND LOCATIONS ARE SUBJECT TO REVIEW BY THE LANDSCAPE ADMINISTRATOR DURING THE BUILDING PERMIT APPLICATION PROCESS. 2. A CANOPY TREE PLANTED ON THE SITE MUST BE A MINIMUM OF 4" IN CALIPER. 3. ACCENT / UNDERSTORY TREES ARE REQUIRED TO BE A MINIMUM OF ro' IN HEIGHT WHEN PLANTED. 4. ALL PLANT MATERIALS ARE TO BE MAINTAINED IN PERPETUITY. �IG�xi�]■Jica�ri�l�� Mail,IMAM-\l . • �l�_\cJ�_a ��► �l�ir»[�1_1�C��9f�caa�"�I_TII�1�►itf����'i�a �oJG��]■1�I�Z�I���ac����7���I_\��1�]���c� LOT 37-R Donald $-: Alysio Broadfield 000 Deer Hollow Blvd. Southlake, TX 7GO-92-8348 D204030735 ZONED SF-20B 117 os� , Z GARAGE`DOOR LOT 5, BLOCK A �� ,\ NORTH DAVIS BUSINESS PARK \ 0 - 8' - 0" HIGH MASONRY 30' BUILDING LINE Stanley Jordan DUI�IPSTER ENCLOSURE \ GARAGE DOOR \ \ I 2000 Greenwood Drive \ Southlake, TX 73002 EXISTING 8' TALL CHAIN LINK FENCE Vol.J7424, Page 410 eG ZONED I-1 V� \ 70.0' 7630; O NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL NECESSARY PUBLIC UTILITIES PRIOR TO BEGINNING PERMANENT PAVING WORK TO ENSURE THAT ALL PROPOSED BURIED UTILITIES ARE PROPERLY INSTALLED. ANY ROCK ENCOUNTERED DURING EXCAVATION, AND PAVEMENT OR STRUCTURES REQUIRED TO BE REMOVED, SHALL BE CONSIDERED WASTE MATERIAL AND SHALL BE DISPOSED OF BY THE CONTRACTOR. I LOT 38-R Albert � Cynthia Corrosco 010 Deer Hollow Blvd. ' Southlake, TX 76002-8348 D204117337 ZONED SF-20B S 00°24'01"E 517.57' REFER TO CIVIL DWGS FOR STACKED 10BUFFERYARD STONE GRAVITY RETAINING WALL LOCATIONS - WITH GUARD RAIL ON TOP OF WALL - TYPICAL 20WIDE CONCRETE ACCESS DRIVE 40' SETBAGK--- 30' BUILDING LINE N 00°24'01"W 258.28' VICINITY MAP UNION HURCH RD a > PROJECT a In W SITE OD c z MICHAEL DR m a o ° w J w ° x REENBRIAR DR w WEEPING WILLOW WAY o W CONTIN NTAL d SOUTH LAKE, TEXAS NOT TO SCALE LOT 38-R Phillip �- Patricia Jones 330 Deer Hollow Blvd. Southlake, TX 70002-8348 D204193037 ZONED SF-20B —EXISTING 8' HIGH MASONRY FENCE UTILITY EASEI`-lENT� O �J GARAGE DOOR I�ir I I W I W 1 zz og U WW � LL I 3 �-LI14LL-J Ln F.D.G. N NOTE: FDG TO BE LOCATED GREENWOOD DRIVE WITHIN 100' - 0" OF FIRE HYDRANT CONCRETE PAVING EXISTING FIRE HYDRANT (50 RIGHT OF WAY) 0 20 40 (30 LOT 2, BLOCK B LOT 3, BLOCK B NORTH DAVIS BUSINESS PARK NORTH DAVIS BUSINESS PARK GRAPHIC SCALE 1" = 20' - 0" David Disiere Logo Del Sur, LLC 1224 Wyndham Hill Lane 2733 E. Paarleys Way Ste 300 Southlake, TX 7GO32 Salt Lake City, UT 84100-10GI D207378002 D213030150 ZONED 1-1 ZONED 1-1 WASTE MATERIALS SHALL BE MOVED AT THE CONTRACTOR'S EXPENSE AND PLACED IN A LEGALLY AND ENVIRONMENTALLY SOUND MANNER AT A LOCATION APPROVED BY THE APPLICABLE GOVERNING AUTHORITIES. WASTE MATERIAL DISPOSAL PRACTICES SHALL COMPLY WITH ALL APPLICABLE STATE, FEDERAL AND LOCAL REGULATIONS. AT THE CONCLUSION OF CONSTRUCTION, THE CONTRACTOR MAY NOT LEAVE STOCKPILED WASTE MATERIALS ONSITE UNLESS THE OWNER SPECIFICALLY AUTHORIZES THIS PRACTICE IN WRITING. I 30BUILDING LINE 00. ' 70, NEW CONCRETE CURB CUT PER CITY OF SOUTHI-AKE STANDARDS RE: CIVIL DWGS FOR DETAILS DRIVE Ma - CASE # ZA21-OOrol FOR: DISIERE GAR BUILDING LOTS 6 AND 7, BLOCK A NORTH DAVIS BUSINESS PARK TARRANT COUNTY 2004 GREENWOOD DRIVE CITY OF SOUTHLAKE, TEXAS 7GO32 08/13/2021 OWNER: DAVID DISIERE 1224 WYNDHAI`I HILL LN. SOUTHLAKE, TEXAS 76092 CASE NUMBS ZA21-001 Hsi C C/) a= U U cc O N _ Wcc ~ cm U I 3 Q Um 00 00 O °O M W ® N F-rn � � 0 H � M °O ® Z M 14 Z rn ® ■ U a � o — W Co Q z ® � W o� 2 cs F z J ® LL O N �LU LU W C/> � mC J_ W J CD � z Q LLi N Q N N O O LU ZNX x W W F ®w W J I D 0 0 z W 0 > �— 0 0 � 0 0 U 111 Z W ® W Z 0 0 W ® 0 I 0 N THIS DOGUMEN715 RELEASED FOR PRELIMINARY REVIEW ONLY I715 NOT 70 BE USED FOR BIDDING, PERMIT, OR FOR CON57RUG71ON PURPOSES ROJECT# 1908 RWN BY Pm HKD BY SKB ATE 08-27-21 SSUED 07-12-21 EVISION 08-27-21 PRELIMINARY DOCUMENTS FOR CITY RENEW DATED 08-17-2t SITE DEVELOPMENT PLAN R: SHFFT NUMB ICJ I 120 - O" I I 1- 2' - O" 27- 2 1/2" - 50 - 3 1/2" I 35- (F AS SELECTED WATERTABLE AS SELECTED GFRP CORNICE AS SELECTED BRICK VENEER AS SELECTED GFRP CORNICE AS SELECTED BRICK VENEER AS SELECTED WATERTABLE AS SELECTED WATERTABLE AS SELECTED poi u ci Ni I 0 F— U 0 Ucc W cc ~_ N i _I U 3 Q � co °O O M W ti F- O ® LLJ L - O ® F- M � M °O Z M ® 14 Z r ® ■ U a � o — W z ® W o � 2 cs F z J LL ® CV '^^ vJ Lu 'OLu � M W � mC J_ L W J � o z Q N IgQ LLi Cm N c THIS DOGUMEN715 RELEASED FOR PRELIMINARY REVIEW ONLY IT 15 NOT TO BE USED FOR BIDDING, PERMIT, OR FOR CON57RUG71ON PURPOSES 1308 RWN BY Pmm IROJECT# HKD BY SKB ATE 08-13-21 �SSUED 07-12-21 08- PRELIMINARY DOCUMENTS FOR CITY RENEW DATED 08-t3-P EXTEF3IOF3 ELEVATIONS CASE NUMBER: ZA21-0061 SHEET NUMBER A2 XX OF X$ u 1 120 - O" I I 2' - O" 31' - G" 24' - ro" 23' - G" 2' - O" I GFRP CORNICE AS SELECTED LIGHT FIXTURE BRICK VENEER AS SELECTED AS SELECTED WATERTABLE AS SELECTED /'1 Al7/-LLI GI Gr a GFRP CORNICE AS SELECTED BRICK VENEER AS SELECTED ALUMINUM STOREFRONT AS SELECTED OFF CORNICE AS SELECTED BRICK VENEER AS SELECTED WATEIRTABLE AS SELECTED WATERTABLE AS SELECTED poicMENT 0 ICJ F— U 0 Ucc W cc ~ x 0 U cr-3 Q Lc> co °O O M W ti F- O ® LLJ L - O ® F- M � M °O Z M ® 14 Z r ® ■ U a � o — W z ® W o � 2 cs F z J LL ® CV '^^ vMJ Lu 'OLu Lu C/> W � mC J_ L W J � o z Q N IgQ LLi Cm CV c 7HI5 DOGUMEN715 RELEASED FOR PRELIMINARY REVIEW ONLY I715 N07 70 BE USED FOR BIDDING, PERMIT, OR FOR CON57RUG71ON PURPOSES 1308 RWN BY Pmm IROJECT# HKD BY SK13 ATE 08-13-21 �SSUED 07-12-21 08- PRELIMINARY DOCUMENTS FOR CITY RENEW DATED 08-t3-P EXTEF3IOF3 ELEVATIONS CASE NUMBER: -Aa ZA21-00611xx 01- xix PLANTING PALETTE Canoov Trees:* Live Oak Quercus virginiana Shumard Red Oak Quercus shumardii Accent Trees: Common Name Scientific Name Crape Myrtle Lagerstromia indica Eastern Red Cedar Juniperus virginiana Magnolia 'Little Gem' Magnolia grandiflora 'Little Gem' Mexican Plum Prunus mexicana Savannah Holly Ilex opaca'Savannah' Shrubs:*** Common Name Scientific Name Burford Holly Ilex cornuta'Burfordii' Dwarf Burford Holly Ilex cornuta 'Nana' Dwarf Yaupon Holly Ilex vomitoria'Nana' Sea Green Juniper Juniperus chinensis'Sea Green' Groundcovers: Common Name Scientific Name Liriope'Big Blue Liriope muscari'Big Blue' Winter Creeper Euonymus fortunei Owner: David Disiere 1224 Wyndham Hill Lane Southlake, Texas 76092 214-697-4729 Engineer: Hamilton Duffy, P.C. Mid Cities Blvd., #100 North Richland Hills, TX 76182 817-268-0408 Architect: H BJ Architects 2225 E. Randol Mill Road, Suite 524 Arlington, TX 76011 972-438-4380 Legend Existing Saved Tree Interior LandscapeCanopy Tree - 4" + Interior Landscape Accent Tree - 6' Height Min. Interior Landscape Shrub - 3 Gallon Min. Groundcover - 4" Containers Min. (12" o.c.) Seasonal Color - 4" Containers Min. Bufferyard LOT 35—R Lou a,jk._11�Cind A70Deer Hol vd. uthlake, TX 7 09 —83 D204�2 9053 ZONE SF-20B LOT 5, BLOCK A RTH DAVIS BUSINESS PARK Stanley Jordan 2000 Greenwood Drive Southlake, TX 76092 Vol. 97424, Page 410 ZONED 1-1 Planner: SAGE GROUP, INC. 30 JUL 21 1" = 20' 0 20' Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 0, U 2' — E NT— 8' — 0" HIGH MASONR DUMPSTER ENCLOSURE EXISTING 8' TALL -- CHAIN LINK FENCE 5' TYPE 'A' BUFFERYARD Bufferyards Summary Chart - 210708 O ;§� Location Length Bufferyard Width - Type Canopy Trees Accent Trees Shrubs Fence / Screening Height & Material Required 223' 5'-A 2 4 18 None North Provided 223' 5'-A 2 4 18 None Required 0' N/A N/A N/A N/A None South Provided 0' N/A N/A N/A N/A None East Required 517' 10'-F2 20 41 61 8' Masonry wall Provided 517' 10'-F2 20 (17 EXISTING) 41 61 Existing 8' Masonry Wall Required 0' N/A N/A N/A N/A None West Provided 0' N/A N/A N/A N/A None "Exist trees have been counted General Streetscape Standard Notes: 1. Specific plant types and locations are subject to review by the Landscape Administrator during the building permit application process. 2. A canopy tree planted on the site must be a mimimum of 4" in caliper. P. Accent / Understory trees are required to be a mimimum of 6' in height when planted. 4. All plant materials are to be maintained in perpetuity. ® 9' — 0" D� PARKI ES — TYP. 40' SETBACK � 0 i` iJNG LINE 1 on% wo% o4 rn% on% om% s*% e% rl I on% wo% R, O N 10' TYPE 'F-2' BUFFERYARD S 00 °2 4' 04= 20' ii LITY ESMT. Summary Chart Interior Landscape - 210730 Required or Provided Landscape Area (s.f.) % of area in front or side Canopy Trees I Accent Trees Shrubs Ground Cover (s.f.) Seasonal Color Required 4,853 75% 10 19 121 728 97 Site Provided 29,120 100% 10 1 19 121 728 97 *All canopy trees planted along the eastern boundary will be Live Oaks. **AII accent trees planted along the eastern boundary will be evergreen. ***All shrubs planted along the eastern boundary will be evergreen hollies. GENERAL NOTES 1. MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW. 2. ALL EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH LIGHTING ORDINANCE. 3. ALL SIDEWALKS TO BE MONOLITHIC BROOM FINISH. 4. ALL PARKING AREAS TO BE ALL WEATHER SURFACE. Albert & Cynthia Carrasco 910 Deer Hollow Blvd. Southlake, TX 7 —8348 D204 17 37 ZON SF-20B 20' CONCRETE ACCESS DRIVE PAWN 30' BUILDI IN -77 N 00*2401 "W .28' GREENWOOD DRIVE CONCRETE PAVING ( 56' RIGHT OF WAY ) LOT 2, BLOCK B IWARom- .,N� ..11 81 • ' 3NI-I DNIa-IIn9 oi7 40' SETBACK -� O NEW CONCRETE CURB CUT PER CITY OF SOUTHLAKE STANDARDS RE: CIVIL DWGS FOR DETAILS WIOIkiE 600v�6� Of��'FI.RJED HYDRANT EXISTING FIRE HYDRANT LOT 3, BLOCK B O LJ o.• G.• G.• o.• 'p M o.• ■ 0 Case #ZA21-0061 R»il�ir�� Southlake, Tarrant County, Texas Owner: David Disiere 1224 Wyndham Hill Lane Southlake, Texas 76092 214-697-4729 Engineer: Hamilton Duffy, P.C. Mid Cities Blvd., #100 North Richland Hills, TX 76182 817-268-0408 Architect: HBJ Architects 2225 E. Randol Mill Road, Suite 524 Arlington, TX 76011 972-438-4380 Planner: 404G 30JUL 21 1"=30' 0 30' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 120' 5' TYPE 'A' BUFFERYARD 1k A on% em% 4= r% w F) I on% wo% Case #ZA21-0061 0 0 Bill 1d] iiLj Southlake, Tarrant County, Texas Tree Canopy Coverage Total site area Total existing canopy Preserved tree canopy Preserved tree canopy (green) Removed tree canopy (red) 88,751 s.f. z25,837 s.f. --> 29.11% 17,268 s.f. --> 66.83% 8,569 s.f. --> 33.17% --25,837 s.f. --> 100.00% Lr� Ais Kal Jr. & 7ndy A. 870 De.- Hollo Southlakej-TX 7 92 Q348 D2842 53 p Z(�I�D — 20E o 0' UTILI Y E Legend Preserved Tree Canopy J Removed Tree Canopy J LOT 36—R Santhosh & Anupam. . . • �: . • • X 11 It L F I -I I G H�e4'.' S2 Ib 60 .. 10ARD � lllllm�� • • • • PARKING SPACES - TYP. III/ • •' SETBACK 89, f1l02' - �' Y Q z 15 SETBACK ` J EXISTING 8' TALL `- CHAIN LINK FENCE LU S6' w o s� o �.� N LOT 5, BLOCK A NTH DAVIS BUSINESS PARK Stanley Jordan 2000 Greenwood Drive Owner: Southlake, TX 76092 Vol. 97424, Page 410 David Disiere ZONED 1-1 1224 Wyndham Hill Lane Southlake, Texas 76092 214-697-4729 Engineer: Hamilton Duffy, P.C. Mid Cities Blvd., #100 North Richland Hills, TX 76182 817-268-0408 Architect: H BJ Architects 2225 E. Randol Mill Road, Suite 524 Arlington, TX 76011 972-438-4380 Planner: SAGE GROUP, INC. 30 JUL 21 404G III =20' 0 20' Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 TEL. 817-424-2626 8' - 0" HIGH MASONR DUMPSTER ENCLOSURE EXISTING 8' TALL / \ CHAIN LINK FENCE s. :o n on \OR TH An Fn 30' BU NG LINE ou: 0�— Total Less Trees Net Trees Trees R.O.W of R.O.W. Saved Trees 28 - 28 Trees to be Altered 18 - 18 46 - 46 TREE TABLE TREES TO REMAIN Tree # Size & Species 101 4" COTTONW00 102 10" OAK 103 24" OAK 104 10" OAK 105 8" OAK 106 8" OAK 107 18" OAK 108 10" OAK TREES TO REMAIN Tree # Size & Species 109 10" OAK 110 2-14" OAKS 111 4-10" OAKS 112 6" ELM 113 10" OAK 114 4-8" OAKS 115 2-8" ELMS 116 10" ELM TREES TO REMAIN Tree # Size & Species 132 8" OAK 134 10" ELM 135 10" ELM TREES TO BE REMOVED Tree # Size & Species 116 10" ELM 117 14" ELM 118 16" ELM 119 16" ELM 120 8" OAK 121 8" OAK 122 14" CEDAR 123 7" CEDAR LOT 38—R LOT 37—R LOT 38—R Phillip &Patricia Jones Donald & Alysia Broadfield Albert & Cynthia Carrasco 930 Deer Hollow Blvd. 9 Hollow Blvd. 910 Deer H vd. Southlake, TX 76092-8348 Southlake 76,992 — 4 hlae, TX 6092-8D204193637 g20403G-735 o ZO'JED 11792 B ZONED SF-20B NED SF 00 24 01 E 517.57 oo XI',TING 8 HIGH MA Y FENCE Ln 00 Cv 10' 9UFFERYA D NOT_: 9 EFER T) CIVIL DWGS Z> FOF. RHIAINING WALL LOCATIONS J TAL J � _ 20' UTILITY ESMT. �—20'�co TILI Y EASE ENT— ZI 7 O 20' CONCRETE ACCESS DRIVE 40' SETBACK 0 30' BUILDING LINE R\ 376 010 0 N 00°24'01 "W 258.28' NEW CONCRETE CURB CUT PER CITY OF SOUTHLAKE STANDARDS RE: CIVIL DWGS FOR DETAILS T NOTEFDTO�EO CGREENWOOD DRIVE WI: 0oo FIRAED CONCRETE PAVING HYDRANT ( 56' RIGHT OF WAY) EXISTING FIRE HYDRANT LOT 2, BLOCK B W to% OIP% Alp% 11111"'10111h r"11111111 Alp% WTA 100% 01"Em ON A"% PON r) I OM% DOW% LOT 3, BLOCK B 0 ICA M ' BUII1IDING LIN 0 TREES TO BE REMOVED Tree # Size & Species 124 20" OAK 125 14" OAK 126 20 OAK 127 12" OAK 128 2-6" OAKS 129 22" OAK 130 20' OAK 131 3-10" OAKS p4 00 Q co 00 Ix Ln Ln w Ww � o z w Q � o � LL- o �Q� � a— � w W� U Wz 0 Case #ZA21-0061 Rlall�l�� Southlake, Tarrant County, Texas mom M9 -60L79 in IT awi muS OOE 81S LeM SA91Jeed '3 £ELZ 0ll 'jnS 190 obel NaVd SS3NISf19 SIM] Hl2fON 9 )40019 'E 101 auel IPH weypulM 17ZZL eJe!S!Q pineC �Q:]Vd S63NISf19 SIAVO HI?JON 9 Noole 'Z 101 •' .1 oAkNEH ■1 • 6, , • �I' � -� -••..7 .11 �p � III PAP --- owl ll ��� 11A� / / ��� � i1�,1 'III -. :. •. 'Use'% � .. • � �� _ I� gm wry LAI -E111110 I 1 I :1 - PROPOSED1 :1 . • . ..... PER SOU HLAKE WOODS PHASE 1 PLANS CONNECT TO EXISTING 42" RCP STORM LINE 0100 = Al +B1 +B2+B3 = 13.4 CFS ODESIGN = 18.7 CFS (TO THIS POINT) W LL SOUTHLAKE WOODS, PHASE 2 BLOCK 1 Cabinet A, Slide 7711 *IZ D DRAINAGE NOTES: 1. ALL DRAINAGE DESIGN IS IN ACCORDANCE WITH CITY OF SOUTHLAKE CONSTRUCTION AND DESIGN CRITERIA, WITH REFERENCE TO THE CITY OF FORT WORTH'S DESIGN CRITERIA. BASIS OF DESIGN IS FORT WORTH'S STORM WATER MANAGEMENT DESIGN MANUAL 2006 (ISWM). 3 Ine,os / \ \ \ H O3NOZ o OC"6ed '17Z17L6 'lon 3ON33 N Z609L Xl '811e1yanoS llVl 8 ONIISIX3 n enuO pooMu88J0 OOOZ (� 38nS010N3 aG S jepjor Aeiuej8 AUNOSWA HOIH . 8 X 1 SS3NIS 0 H1bON B 1 a � >IOOlB '9 10-1 c' - c \ \ 0 m m \ \ 3S �Ob \ du S vdS ONIN�i V4 O. BIXM. -.6- 90Z-dS O Z H01 999b6ZbOZ _ 9b£9-Z609L Xi '9�el 1 PN9M0I10H,89(] 0 POSED aeypueO wednuV g y o 1 21-9E101 RETAINING WALL / - - 33 N33 )INII NItlHO- \ 11VI R ONIISIX3 \ Otl813S S1 \ IN I INK - FENCE \ \ �Ly�W3svq Aa un.o - PROPOSE[f;Wo�0 aZ N GRATE s+�eA 6 L a a1OL9 yRpu!0' jr'e1e�jsmol ?J-S£ 101 SCALE 1" = 40' molmi 0 20 40 80 LEGEND 690-- EXISTING ELEVATION CONTOUR �6gp PROPOSED ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE A2 DRAINAGE AREA DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C Tc (MIN.) 12 110 (IN/HR) (IN/HR) 1100 (IN/HR) Q2 (CFS) Q10 (CFS) Q100 (CFS) COMMENTS Al 0.70 0.80 10 4.71 6.51 9.24 2.6 3.6 5.2 TO GREENBRIAR DR. 131 0.48 0.80 10 4.71 6.51 9.24 1.8 2.5 3.5 TO PROPOSED GRATE INLET B2 0.43 0.80 10 4.71 6.51 9.24 1.6 2.2 3.2 TO PROPOSED GRATE INLET B3 0.20 0.80 10 4.71 6.51 9.24 0.8 1.0 1.5 TO PROPOSED GRATE INLET C1 0.24 0.80 10 4.71 6.51 9.24 0.9 1.2 1.8 SHEET FLOW TO EAST RATIONAL METHOD CIA - Q RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM) RUNOFF COEFFICIENT - 0.80 FOR OFFICE COMMERICAL ZONING; C - 0.45 FOR UNDEVELOPED SCALE 1'' = 40' mli 0 20 40 80 PRE -DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C Tc (MIN.) 12 (IN/HR) 110 (IN/HR) 1100 (IN/HR) Q2 (CFS) Q 10 Q 100 (CFS) (CFS) COMMENTS Al 0.35 0.45 10 4.71 6.51 9.24 0.7 1.0 1.5 TO GREENBRIAR DR. A2 1.68 0.45 10 4.71 6.51 9.24 3.6 4.9 7.0 SHEET FLOW TO EAST U Ir N w Z v N U a ao O z '-' o a 00 x v � Ld V cb N _j �_ J J U J n O t O iED Z i a x a J U ILL a Q r 1 co z o � z , 0 z ao w c0 _j N �I > J U z m W Lo Z w F W Z Z U O W CS � a{S � J > Q CID v N C i X Cn LLJ z Q CD w Q <� O� w z Cf)a O LL CE Q Q D If O LLJ CE mU) 0 � Lzu LL z Q O U �O If o U 4 W >z3o a Z J O W N W �CN0=,, 00 Z a 0: U N V1 n z ?� 2oa W 00 w a W W Li D Z mod' 0- - % o 5 W r Z O W Z w M _J �z0Wr O Q~�� 2 Z W LL. n LLj W o aW 2 x�5w m w Y O N w w 2 1(1 \ 0'1 N 04CID \ Y W 0 Lu W 3 Q Lu 0 0 Q Q F r m mmmmmmmmmm RATIONAL METHOD CIA = Q RAINFALL INTENSITIES PER CITY OF FORT WORTH (ISWM) RUNOFF COEFFICIENT = 0.80 FOR OFFICE COMMERICAL ZONING; C = 0.45 FOR UNDEVELOPED SHEET C1.01 WATER IMPROVEMENT NOTES SEWER IMPROVEMENT NOTES g�� N 1. ALL WATER METERS WILL BE INSTALLED BY CITY PERSONNEL. 1. SANITARY SEWER LINES SHALL BE SDR-35. PVC PIPE. ONE JOINT OF 150-psi PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER LINE CROSSINGS. 4f W a N -a co 2. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. SCALE 1" = 20' Z N 3. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 2. PIPE NOT UNDER PAVEMENT SHALL BE BEDDED IN CLASS II. OR BETTER, MATERIAL AS DEFINED IN ASTM D-2321, AND PLACED AS DIRECTED THEREIN. BACKFILL SHALL BE milliz 0 10 20 ao Q '-' o a & MINIMUM. WITH NSF SEAL. PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH uj 00 NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 42" COVER TO SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. INCLUDING zzim THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAIN- LESS STEEL TUBE LINERS. SERVICES UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 3. AFTER COMPLETION OF ALL TESTING (IE: MANDREL AND AIR). CONTRACTOR SHALL PERFORM �A n ui o 00 N iz 4. ALL WATER LINES NOT UNDER PAVEMENT TO BE ENCASED IN SAND AND BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. PIPE. INCLUDING A TELEVISION INSPECTION AND PROVIDE DVD TO THE PUBLIC WORKS DEPARTMENT. DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. O � Z a x "S" = SERVICES. UNDER PAVEMENT REQUIRES CEMENT TREATED SAND BACKFILL. 4. A 2" HIGH LETTER SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THELL 5. SERVICE LOCATION TO BE STAMPED ON CURB WITH 2" HIGH LETTER "W". SEWER SERVICES. UTILITY RELOCATION NOTE: UI a 6. ALL SERVICES TO METER TO BE A MINIMUM 1' SDR-9 CLASS 200 POLYETHYLENE. 5. ALL SEWER MANHOLES SHALL BE 4-FT. DIAMETER IN ACCORDANCE WITH STANDARD CITY OF SOUTHLAKE DETAILS. IF ANY EXISTING UTILITY POLES. POWER POLES. Q Z it i z 00 7. ALL SERVICES TO METER TO BE A MINIMUM 1" SDR-9 CLASS 200 POLYETHYLENE. 8. CURB STOPS SHOULD BE TESTED FOR LEAKAGE AND FULL FLOW WHEN SYSTEM IS PRESSURE .. 6. CONTRACTOR TO PLACE A 3/4 PLYWOOD FALSE BOTTOM IN ALL SANITARY SEWER MANHOLES BEFORE PAVING CONTRACTOR BEGINS WORK. GUY WIRES, TELEPHONE UTILITIES. ETC. ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. , 0 W , o N TESTED. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE a 1. -1 00 i:z 7. RIM ELEVATIONS OF THE PROPOSED SANITARY SEWER MANHOLES IN STREETS ARE TO BE UTILITY COMPANY AND COORDINATE THE RELOCATION OF U w Op 9. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6 GATE VALVE AND BOX. CONSTRUCTED 18" BELOW FINAL FINISHED GRADES BY UTILITY CONTRACTOR AND ADJUSTED ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). o W HYDRANTS SHALL BE INSTALLED WITH A FACTORY BASED PRIME GOAT ONLY. HYDRANTS BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. EACH SHALL HAVE A E UJ z WILL BE PAINTED BY THE CITY. TYPICAL CONCRETE BLOCK -OUT CONSTRUCTED PER STANDARD DETAIL. W 10. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED TO FINAL GRADE 8. ALL TRENCHES SHALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER 300 L.F. ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. o BY THE PAVING CONTRACTOR. THE PAVING CONTRACTOR SHALL CONSTRUCT A TYPICAL CON- OF TRENCH PER LIFT. LIFTS SHALL BE NO GREATER THAN 12" LOOSE. TESTS SHALL BE SAFETY AND HEALTH REGULATIONS". VQL. 29. SUB PART P. _j ; v CRETE BLOCK OUT PER DETAIL ON SHEET. STAGGERED SO THAT TESTS OF ADJACENT LIFTS ARE NOT DIRECTLY OVER THE PREVIOUS PG. 28-137. AND ANY AMENDMENTS THERETO. PG.128 co LIFT. IF THE DISTANCE BETWEEN MANHOLES EXCEEDS 300 L.F.. A MINIMUM OF TWO (2) 11. FIRE HYDRANTS SHALL BE EQUIPPED WITH 4-1/2" x 5" STORZ ADAPTER CONNECTION WITH TESTS PER LIFT SHALL BE TAKEN. THE TESTING LAB SHALL PROVIDE THE LOCATION OF BUTTERFLY VANES. ALL RESULTS ON A PLAN AND PROFILE SHEET PRIOR TO TRENCH ACCEPTANCE. THE PAVING ::: CRITICAL 12. WHEN A WATER LINE IS BORED, THE CASING SHALL BE CAPPED AND VALVES ADDED ON CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE CITY OF SOUTHLAKE HAS APPROVED ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE EITHER SIDE. TRENCH WORK. AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR 13. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. 9. ALL MANHOLES SHALL BE VACUUM TESTED. IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING 14. FOR VALVES INSTALLED 4" AND DEEPER. ADD EXTENSION WITH CENTER RING 2" OR LESS. 10. COAL TAR EPDXY IS REQUIRED IN ALL MANHOLES. UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY FURNISH AND INSTALLATION. 11. ANY SERVICE TIE-IN TO AN EXISTING MANHOLE MUST BE CORED. ,.---- EXISTING FIRE 8 >1C0�8 `£ 10� 8 >1C0l 8 'z:10�---------------- - --- --- ------------------- � _--( FURNISH AND INSTALL: Cn w X 1-1" IRR. 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