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Item 7B - Plansabiq�� y�C' �qoa m� R� p C 6 x U� co A aQ ''5 1'.Cd 50 co.1 Q,w� yoom` Q) 0,0w 0 O C 0 a �' o`d >' OF LOT 1, BLOCK 7 SOUTH VIEW ADDN CAB. A, SL. 739 P. R. T. C. T. ZONING: OFFICE COMMERCIALI L.U.D.=ECZ LOT 1, BLOCK 1 PANORAMA PLACE CAB. A, SL. 4318 P. R.T.C. T. ZONING: OFFICE COMMERCIAL L.U.D.=ECZ LOT 2, BLOCK 1 ' PANORAMA PLACE I CAB. A, SL. 5304 P. R. T. C. T. ZONING: OFFICE COMMERCIAL L.U.D.=ECZ LOT 3, BLOCK Ld z Ld QO F— �> —J Jo0 �z OW U J m H Q� �Qw U vv z I ' LOT 1 R RICHARD EADS NO. 481 I ADDITION CAB. A, SL. 12195 I P. R. T. C. T. ZONING: S -P-1 _- L.U.D.=TOWN CENTER ICV - — Ss ,x xxxx%% �\\ 41.53' x% x„x x x x x DIVISION STREET x ;t, ' slcNx (VARIABLE WIDTH R.O.W.) w xx.xlxxxx;;xx xxxx% EXIST. ASPH. PVMT W 3 ONC C G xxxxxlxxxxxxxx xxxx A, xxxxxxxxxxxxx ,xx 20'�I II\®�IID��III�� 44� Iilllllill1111ifi1 ; .e • ®� ��■i MEMO - • • • • • • • • • • • IIIA III, III IIIIIIII 1,111,11 I Ill • • • • • • • v o • • • • • w • • • L • • • • �I � iiiiliilliil I I it I •••• ••••�-w••�••••••••••••••�I I iliii�iiil all . - ,I = • • . . . . . . . . . . � I, � I I I I I I I I I I �� I III IIIIE U • • _ 111 -_ • • _ 1� • -9 Im�I— xxxxl % %xxxxxxxxxxxxxx\xxx\xxxxx\\xxxxxxxx x xxxxxl;;:::x::;;;;xxxxxxxxxxxxxxxxxxxx.:xxxxxxxxx x xxxXlX xx. xxxx xx„ xxxxxxxxx,x,xXx%xx..x. x xxxxl: ::: xxxx Xxxxxxxxxx xxxx ..xx..x.xx xxxxx�xxx� ������ o �x �x %%xxxx"'�x"'�xxxxxxxxxxxxx I. x% O xx:xxxx;xxx;xx:x:x:xxxxxxx �'$ C-4 I .xx I _— / ii J :x:x:xxx;:xx;xxx.x:xxx;xx AMENITY BUILDING ' Ld 3 -STORIES II %%%xxxx O %xxx icy –, 24, 500 g. s. f. Q 0� 0 w i;xx.xlK ao x � Ixx xxx IKI 69' %.xxxx%%xxxxx0%%xxxxxxxxx r -I x ., x, 85' xx..xxxxxxxxxx,xxxxxxxx xxxxxxxxx...xxxx,xxx.xxxxx IN x xxL,xx xxxxxxx%%xx%%%%xxxxxxxxxx O O O xx<x,;x,,,xx x:x;xxx;x xxx �xxx> xx: xx %%%%xxxx x,x, '% ..xx..x,xx xxxxxxxxxx SIGN' x :................ .....x,,, x �xxxxx� xxxxxxxxxxx:x:%XXx:xxxx:%xx=xx X%xXX” xxxxxxxxxx x SOUTH BUILDING SOUTH BUILDI� I 3 -STORIES j u •� �� • • • • - ®viii LOT 2, BLOCK 10 SOUTHLAKE TOWN SQUARE ADDITION, PH. II CAB. A, SL. 5261 P. R. T. C. T. ZONING: S -P-1 L.U.D.=MIXED USE �— -- ———— — — — — -- dI I O I U I �0 AREA OF OPEN SPACE o� I 36.8% TOTAL BUILDING AREA (BUILDING FOOT PRINT) 161,000 S.F. SQUARE FOOTAGE BROKEN DOWN BY USE T EDGE OF WATER L> ® ,C I IMPROVED EDGE OF POND 2 ''I SSI Q I SOUTHLAKE TOWN xxxxl % %xxxxxxxxxxxxxx\xxx\xxxxx\\xxxxxxxx x xxxxxl;;:::x::;;;;xxxxxxxxxxxxxxxxxxxx.:xxxxxxxxx x xxxXlX xx. xxxx xx„ xxxxxxxxx,x,xXx%xx..x. x xxxxl: ::: xxxx Xxxxxxxxxx xxxx ..xx..x.xx xxxxx�xxx� ������ o �x �x %%xxxx"'�x"'�xxxxxxxxxxxxx I. x% O xx:xxxx;xxx;xx:x:x:xxxxxxx �'$ C-4 I .xx I _— / ii J :x:x:xxx;:xx;xxx.x:xxx;xx AMENITY BUILDING ' Ld 3 -STORIES II %%%xxxx O %xxx icy –, 24, 500 g. s. f. Q 0� 0 w i;xx.xlK ao x � Ixx xxx IKI 69' %.xxxx%%xxxxx0%%xxxxxxxxx r -I x ., x, 85' xx..xxxxxxxxxx,xxxxxxxx xxxxxxxxx...xxxx,xxx.xxxxx IN x xxL,xx xxxxxxx%%xx%%%%xxxxxxxxxx O O O xx<x,;x,,,xx x:x;xxx;x xxx �xxx> xx: xx %%%%xxxx x,x, '% ..xx..x,xx xxxxxxxxxx SIGN' x :................ .....x,,, x �xxxxx� xxxxxxxxxxx:x:%XXx:xxxx:%xx=xx X%xXX” xxxxxxxxxx x SOUTH BUILDING SOUTH BUILDI� I 3 -STORIES j u •� �� • • • • - ®viii LOT 2, BLOCK 10 SOUTHLAKE TOWN SQUARE ADDITION, PH. II CAB. A, SL. 5261 P. R. T. C. T. ZONING: S -P-1 L.U.D.=MIXED USE INN Ln%x„x WEST END � N .,xxx d -x x N xxxx PEED LIMIT SIGN •• I I .� N .. • , A Q FH MYSTERE ENT. INC. VOL. 14018, PG. 407 D. R. T. C. T. — — — — — — — — — — — ZONING: OFFICE COMMERCIALI I I L.U.D.=ECZ I z I I J LOT 1, BLOCK 10 v SOUTHLAKE TOWN I Q SQUARE ADDITION, PH. II �-25' UTILITY EASEMENT m CAB. A, SL. 5261LLJ I CAB. A, SLIDE 5261 P. R. T. C. T. I P. R. T. C. T. ZONING: S -P-1 L.U.D.=MIXED USE I . I I REMAINDER CALLED 16.602 ACRES SILTS LAND, L.P. DOC. NO. D205049245 O. P. R. T. C. T. ZONING: DT L.U.D.=TOWN CENTER -15'x40' WATER LINE EASEMENT D209047611 0. P. R. T. C. T. N, 40'x60' PERMANENT DRAINAGE AND UTILITY EASEMENT D209047610 O. P. R. T. C. T. LOT 9, BLOCK 12 I— SOUTHLAKE TOWN SQUARE PHASE IV D216064992 O. P. R. T. C. T. ZONING: DT L.U.D.=TOWN CENTER �— -- ———— — — — — -- dI I O I U I �0 AREA OF OPEN SPACE o� I 36.8% TOTAL BUILDING AREA (BUILDING FOOT PRINT) 161,000 S.F. SQUARE FOOTAGE BROKEN DOWN BY USE (SEE CHART BELOW) EDGE OF WATER L> TOTAL AREA OF RESIDENTIAL USE 0 I IMPROVED EDGE OF POND 2 LOT 1, BLOCK 12 Q I SOUTHLAKE TOWN (SEE CHART BELOW) SQUARE ADDITION, PH. IV X CAB. A, SL. 10950 200,444 S.F. I P. R. T. C. T. 63.2% L.U.D.=PUBLIC PARK Level 5 EXISTING t i POND ® I 56,000 Total Floor Area 456,500 0 IZ 1 0 INN Ln%x„x WEST END � N .,xxx d -x x N xxxx PEED LIMIT SIGN •• I I .� N .. • , A Q FH MYSTERE ENT. INC. VOL. 14018, PG. 407 D. R. T. C. T. — — — — — — — — — — — ZONING: OFFICE COMMERCIALI I I L.U.D.=ECZ I z I I J LOT 1, BLOCK 10 v SOUTHLAKE TOWN I Q SQUARE ADDITION, PH. II �-25' UTILITY EASEMENT m CAB. A, SL. 5261LLJ I CAB. A, SLIDE 5261 P. R. T. C. T. I P. R. T. C. T. ZONING: S -P-1 L.U.D.=MIXED USE I . I I REMAINDER CALLED 16.602 ACRES SILTS LAND, L.P. DOC. NO. D205049245 O. P. R. T. C. T. ZONING: DT L.U.D.=TOWN CENTER -15'x40' WATER LINE EASEMENT D209047611 0. P. R. T. C. T. N, 40'x60' PERMANENT DRAINAGE AND UTILITY EASEMENT D209047610 O. P. R. T. C. T. LOT 9, BLOCK 12 I— SOUTHLAKE TOWN SQUARE PHASE IV D216064992 O. P. R. T. C. T. ZONING: DT L.U.D.=TOWN CENTER FRANCHISE LI TY EASEMENT CAB. A, SLI 10950 I— I P.R.T.C.T. I I I— I J 15DRAINAGE EASEMENT CA A, SLIDE 10950 P. .T.C.T. I 52' I I I EDGE OF WATER PO IN I I IMPROVED EDGE OF POND / ROCK RET NI G WALL WITH 4' M T L FENCE �I I z I YI a- I I EXISTING J I I PONDLd / JI I a_i of / / 1 DRAINAGE EASENT CAB. A, SLIDE 109 0 P. R. T. C. T. / 1 � I xslcN Fj 0 V PROJECT LOCATION EAST Mo(Dono�� [map 0 40 80 120 GRAPHIC SCALE 1 "= 40' SITE DATA SUMMARY (LOT I, BLOCK II) �— -- ———— — — — — -- dI I O I U I �0 AREA OF OPEN SPACE o� I 36.8% TOTAL BUILDING AREA (BUILDING FOOT PRINT) 161,000 S.F. SQUARE FOOTAGE BROKEN DOWN BY USE (SEE CHART BELOW) EDGE OF WATER L> TOTAL AREA OF RESIDENTIAL USE 0 I IMPROVED EDGE OF POND 2 LOT 1, BLOCK 12 Q I SOUTHLAKE TOWN (SEE CHART BELOW) SQUARE ADDITION, PH. IV X CAB. A, SL. 10950 200,444 S.F. I P. R. T. C. T. 63.2% L.U.D.=PUBLIC PARK Level 5 EXISTING 28,000 i POND ® I FRANCHISE LI TY EASEMENT CAB. A, SLI 10950 I— I P.R.T.C.T. I I I— I J 15DRAINAGE EASEMENT CA A, SLIDE 10950 P. .T.C.T. I 52' I I I EDGE OF WATER PO IN I I IMPROVED EDGE OF POND / ROCK RET NI G WALL WITH 4' M T L FENCE �I I z I YI a- I I EXISTING J I I PONDLd / JI I a_i of / / 1 DRAINAGE EASENT CAB. A, SLIDE 109 0 P. R. T. C. T. / 1 � I xslcN Fj 0 V PROJECT LOCATION EAST Mo(Dono�� [map 0 40 80 120 GRAPHIC SCALE 1 "= 40' SITE DATA SUMMARY (LOT I, BLOCK II) EXISTING ZONING C-3 GENERAL PROPOSED ZONING DT LAND USE DESIGNATION TOWN CENTER GROSS ACREAGE 317,291 SQ. FT. OR 7.284 AC AREA OF OPEN SPACE 116,847 S.F. OPEN SPACE AS A PERCENTAGE 36.8% TOTAL BUILDING AREA (BUILDING FOOT PRINT) 161,000 S.F. SQUARE FOOTAGE BROKEN DOWN BY USE (SEE CHART BELOW) TOTAL FLOOR AREA (EXCLUDES PARKING GARAGES) 456,500 S.F. TOTAL AREA OF RESIDENTIAL USE 456,500 S.F. LOADING SPACES PROVIDED 2 PARKING SPACES REQUIRED - PARKING SPACES PROVIDED (SEE CHART BELOW) NUMBER OF PROPOSED LOTS I AREA OF IMPERVIOUS COVER 200,444 S.F. PERCENTAGE OF IMPERVIOUS COVER 63.2% BUILDING FOOTPRINT North Building 77,000 South Building 77,000 Amenity Building 7,000 Total 161,000 FLOOR AREAS Level 1 North Building 36,500 South Building 36,500 Amenity Building 10,500 Total 83,500 Level 2 North Building 50,500 South Building 50,500 Amenity uilding 7,000 Total 108,000 Level 3 North Building 50,500 South Building 50,500 Amenity Building 7,000 Total 108,000 Level 4 North Building 50,500 South Building 50,500 Total 101,000 Level 5 North Building 28,000 uth Building 28,000 kTotal 56,000 Total Floor Area 456,500 PARKING North Garage 307 South Garage 307 Street * 87 Total 701 Note: Each garage level accounts fora handicap �k INCLUDES 46 SURFACE PARKING AT CARROLL AVENUE NOTE: MAXIMUM BUILDING HEIGHT IS 65'. BUILDINGS OR PORTIONS OF BUILDINGS FRONTING NORTH CARROLL AVENUE WILL HAVE A MAXIMUM BUILDING HEIGHT OF 40'. y ASE OF T4,1 It I� / �� JAMES A. •RILEY �• ° • 00 •73231• • ••w�,' lICENs$•a'•. 1t`rs'I.. Z N a1 W O O�w" LU W LU �LU >o�V'� W LU Q �Q2 0 ®moo U N IN Y Q � Q 0? un co 1.0 > aL) 6 0 Q O c v x W b W muv�^� W C: -z' 5 X UNvo�� co .6 z� � b� fY0">Xab m U U I-- v V ! LEGEND LTJ v — PROPOSED RESIDENTIAL BUILDING — PROPOSED PARKING STRUCTURE Q — PROPOSED LANDSCAPE AREA nn� 1__L — PROPOSED CONCRETE PAVEMENT (DRIVES & PARKING) NOTE: MAXIMUM BUILDING HEIGHT IS 65'. BUILDINGS OR PORTIONS OF BUILDINGS FRONTING NORTH CARROLL AVENUE WILL HAVE A MAXIMUM BUILDING HEIGHT OF 40'. y ASE OF T4,1 It I� / �� JAMES A. •RILEY �• ° • 00 •73231• • ••w�,' lICENs$•a'•. 1t`rs'I.. Z N a1 W O O�w" LU W LU �LU >o�V'� W LU Q �Q2 0 ®moo U N IN Y Q � Q 0? un co 1.0 > aL) 6 0 Q O c v x W b W muv�^� W C: -z' 5 X UNvo�� co .6 z� � b� fY0">Xab m U U I-- v V ! LTJ v _ 00 � z z Q W Q �Q(/-) O X Q nn� 1__L V / El� I-- W m W ~ L�J�QQ�z LJ_J z 0 LU LLJ O z � p O�LL- -j O Cn O < >- W Q LLJ > z �� LTJ O U 0 IZ Revisions Date 2 4 6 8 9 Issue Dates: t t o p� — — — — Scale: 1 "=40' LOT 6, BLOCK 3R2 01/21/2020 SOUTHLAKE TOWN Drawn By: DJR SQUARE ADDITION, PH. IV BENCH MARKS: CAB. A, SL. 10950 BM ST 52 - BRASS CAP IN CONC. AT STA 390+12.58; 50.52' RT. Designed By. JAR P.R.T.C.T. EAST SOUTHLAKE BLVD. (F.M. 1709) — ELEV. = 652.93 I ZONING: DT N: 7,028,011.751 / E: 2,389,246.527 Sheet L.U.D.=TOWN CENTER BM ST 53 — BRASS CAP IN CONC. AT STA 379+95.25; 50.52' RT. EAST SOUTHLAKE BLVD. (F.M. 1709) — ELEV. = 626.78 N:7,028,028.956 / E:2,388,229.350 C O ARCHITECT DEVELOPER ENGINEER I BM ST 55 - BRASS CAP IN CONC. AT STA 14+96.35; 18.68' LT. DAVID M. SCHWARZ ARCHITECTS COOPER & STEBBINS BROCKETTE DAVIS DRAKE, INC. NORTH CARROLL AVENUE —ELEV. = 656.80 1707 L STREET NW 1256 MAIN STREET 4144 N. CENTRAL EXPRESSWAY SUITE 400 SUITE 240 SUITE 1100 N: 7,029,571.095 / E: 2,387,604.037 WASHINGTON, DC 20036 SOUTHLAKE, TEXAS 76092 DALLAS, TEXAS 75204 (202)862-0777 (817)310-0792 (214)824-3647 CITY CASE No.: ZA20-0002 Project No. C19023 CD 0 M N 0 rn U D_ w U z 0 U z Q CLJ o_ w U z O U / 0 U Cn z a J a_ / z a J 0_ a_ w U z O U Y U O J Cc w G' a O z O w Y Q J _ 0 1 N O M U / rn 0 N / J U / a Q 0 / Legend 0 Approximate existing canopy extents - • Mesquite ~~ 20% • Honey Locust ~~ 20% • Southern Hackberry 20% • Bois d'Arc ~~ 20% • Texas Hercules' Club 5% • Lacebark Elm 5% • Ash ~~1% • Bradford Pear 1% • Juniper ~~ 1% • Live Oak 1% • Gum bumelia > 1% • Cedar Elm > 1% • American Elm > 1% • Willow > 1% • Post Oak < 1% _ Existing ulmus parviflora (Lacebark Elm) 18 total for 80 DBH/in. total ` M 0a i h• 4 A7' : I � it . ,' * - _ •� _ TBG 4 _„ `1 � ' 4 1 _ yy r 9 � AM-: • - Fr, - T 4 - n _ - s DI VISION S TREE -- -�' �'� _ �� •,a �°i�; 'rte 7-f�°'.i - *t",�„ _ , 44 --� ;e 40 T '`'..rte • fr � .t �rc�` _ +� .•_ %I+'��.ir� i �i. �_ a..;fi-�' ,� `• ` t J • FFie 1 • southlake town square block 11 tree analysis Southlake, Texas 10/21/19 1 1 1 1 1 1 1 I� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -A!F d - .� r teL Ir b 10 IF 1 ,�.,. . `•.yam yJb,_ . a. r.-, � � -,.;. R ( ��ryryyy . �.. „ / F/I 41 -� r construction/event staging area no existing trees FEDERAL WA Y TBG 1306 May St. Suite 200 Fort Worth, Texas 76104 [8171 870 9848 tbgpartners.com The information shown is based on the best information available and is subject to change without notice. 0 5' 15' 30' 60' SCALE: 1'=30' r t -A!F d - .� r teL Ir b 10 IF 1 ,�.,. . `•.yam yJb,_ . a. r.-, � � -,.;. R ( ��ryryyy . �.. „ / F/I 41 -� r construction/event staging area no existing trees FEDERAL WA Y TBG 1306 May St. Suite 200 Fort Worth, Texas 76104 [8171 870 9848 tbgpartners.com The information shown is based on the best information available and is subject to change without notice. 0 5' 15' 30' 60' SCALE: 1'=30' I is 9 -Em i Jim F I m 9 111I�� n rl ompol 0 - W -m NO ANN s _ter.......... ...... -zdw w r Nom -7 -Li -al i4 MAN V-0411110 I '... IN L, 11 e, ft oIft Q) Q) 0 mq Q �Qo '0' C cC Qwz7A '-orn_0 0 -1 Q 0 U ocuIM a�0 0 o0 0 1 � LZ F. o o .0 L) y OEC I/ v PROJECT WI LOT 1 R I REMAINDER LOCATION I I RICHARD EADS N0. 481 CALLED 16.602 ACRES O I SILTS LAND, L.P. �� It N II ADDITION CAB. A, SL. 12195 I DOC. NO. D205049245 r� z N � P. R. T. C. T. w O SAN MH \ ZONING: S -P-1 A ZONING: CDT m ~ Q0 _ L.U.D.=TOWN CENTER wwM I S, L.U.D.=TOWN CENTER a W W vi -- -- -- -- _ _ RIM= 41.7 " �h Ex s" wTR ® FIL oLI s2 .81 - 15'x40' WATER LINE EASEMENT s 4 ~ Q icv a D209047611 O.P.R.T.C.T. o ' CJ/�J X W FF -ED -ERA -Ll Q S�Ti fE,T ®I _ r w LL ff I L N .10 co ❑ J RIM= 9 mS8 41.53 0 8 08 X o QP2 W LU m� DIVISION STREET _ EXIST 24 RCP Ell _ _ > Q -®- W LU ' SIGN (VARIABLE WIDTH R.O.W.) '� m � - - - sT ' EXIST. ASPH. PVMT W 30" CONC C G N RI 641.75 MAIN ST. \\ F" FLi ® 0 \\ ION ES.) - - J 0 I - SIGN SIG EAST SOUTHLAKE BLVD. (F.M. 1709) O 40 80 120 V / � Lr) O V7 X 12" WTR N • f " f EX 12" WTR f III � I � 1 ST - - 40 III I I n n p n n n n n �M I I IG GRAPHIC SCALE I :IALI �I I I �I 'I N N °° I I 3 I I I PO 4 E RVUL � (DMS CLl PROP 8" SANITARY " SEWER LATERAL DOUBLE CHECK u Sh eet I C, C ° II \ I 40'x60' PERMANENT DRAINAGE \ AND UTILITY EASEMENT - - - CO2 I Project No. C19023 c 1, DETECTOR CHECK D209047610 i' SII , I (FIRE) O.P.R.T.C.T. Ld PROP 2'� METER V UL LOT 9, BLOCK 12 (IRRIG 0 SOUTHLAKE TOWN SQUARE I II PHASE IV I i I I D216064992 C " I ZONING: DT I L.U.D.=TOWN CENTER �-IMPROVED EDGE OF POND LOT 1, BLOCK 12 SOUTHLAKE TOWN SQUARE ADDITION, PH. IV CAB. A, SL. 10950 P. R. T. C. T. L.U.D.=PUBLIC PARK X15' DRAINAGE EASEMENT CA . A, SLIDE 10950 / P. .T.C.T. EDGE OF WATER IMPROVED EDGE OF POND 15�\DRAINAGE EASI CAB. A, SLIDE 109 P. R. T. C. T. / Q9n(DnHnCG3V M&p WATER & SANITARY SEWER NOTES 1. All construction shall be in strict accordance with the standards of the City of Southlake, and governed by the North Central Texas Council of Government's Standard Specifications for Public Works Construction. 2. Texas Department of Highways and Public Transportation approval must be obtained prior to construction in state highway right-of-way. 3. Street cut permit (issued by Public Works Department) is required before cutting any city street. 4. All water meters shall be sized and installed by City personnel. 5. Fire hydrants shall be located outside of sidewalk if walk is intended. 6. The location of underground facilities indicated on the plans is taken from public records. It is the Contractor's responsibility to make arrangements with the owners of such underground facilities prior to working in the area to confirm their exact location and to determine whether any additional facilities other than those shown on the plans may be present. The Contractor shall preserve and protect all under -ground facilities. UNDERGROUND FACILITY OWNER TELEPHONE NUMBER City of Southlake (817) 481-5581 Lone Star Gas Co. (817) 923-8481 T.U. Electric (817) 858-2564 General Telephone Co. (214) 318-8850 Harron Cablevision (817) 430-0646 7. Where existing utilities or service lines are cut, broken, or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless other -wise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Engineer at once of any conflicts in grades and alignment. 8. All excavations, trenching and shoring operations shall comply with the requirements of the U.S. Department of Labor, OSHA, "Const. Safety and Health Regulations", Vol. 29, Subpart P. pg. 128-137, and any amendments thereto. 9. Adequate measures shall be taken to prevent erosion. In the event that significant erosion occurs as a result of construction, Contractor shall restore the eroded area to original condition. 10. The Contractor shall restore all areas disturbed by construction to original condition or better. Restored areas include, but are not limited to trench backfill, side slopes, fences, culvert pipes, drainage ditches, driveways, private yards and roadways. 11. All water line shall be PVC pipe conforming to AWWA standard C-900 SDR -18 minimum, with NSF seal, pressure tested and disinfected in accordance with NCTCOG STD. SPECS. Water mains to have a minimum 42" of cover to top of pipe. Service line connectors shall be compression -type with stainless steel tube liners. 12. All water lines to be encased in sand. Backfill shall be select material compacted to 95% standard proctor density. 13. Service location to be stamped on curb with 2" high letter "W". 14. All services to meter to be 1" SDR -9 class 250 polybutylene unless otherwise noted. 15. Utility Contractor to furnish and install water meter boxes after the paving contract has been completed. 16. Curb stops should be tested for leakage and full flow when system is pressure tested. 17. All fire hydrant assemblies to be equipped with a 6" gate valve and box. All valves and fire hydrants to be per City specifications. The fire hydrant shall have a factory prime coat only. Fire hydrants shall be equipped with Storz adaptor connection. 18. Any water valves located within pavement areas shall be adjusted to final grade by the Paving Contractor. The Paving Contractor shall construct a typical concrete block-out per detail on Sheet No. C50. 19. Any changes from approved construction plans shall be approved by the Water Utility Department, and a change order must be obtained from the design engineer. 20. Sewer pipe shall be bedded in Class II, or better, material as defined in ASTM D-2321, and placed as directed therein. Backfill shall be select material compacted to 95% standard proctor density. 21. After completion of all testing (i.e. mandrel & air) Contractor shall perform a Television inspection and provide a video tape to the Public Works Department. Deflection testing shall be performed as specified in special conditions. 22. A 2" high letter "S" shall be stamped on the curb to mark the location of the sewer services. 23. All sewer manholes shall be 4 ft. diameter in accordance with standard City of Southlake details. 24. Contractor to place a 3/4" plywood false bottom in all sanitary sewer manholes before Paving Contractor commences work. 25. Rim elevations of the proposed sanitary sewer manholes in streets are to be constructed 18" below final finished grades by Utility Contractor and adjusted by Paving Contractor to finished grade at time of paving. Each shall have a typical concrete block-out constructed per detail on Sheet No. C50. 26. All trenches shall be compaction tested at the rate of one test per 300 L.F. of trench per lift. Lifts shall be no greater than 12" loose. Tests shall be staggered so that tests of adjacent lifts are not directly over the previous lift. If the distance between manholes exceeds 300 L.F., a minimum of 2 tests per lift shall be taken. The testing lab shall provide the location of all results on a plan and profile sheet prior to trench acceptance. The paving Contractor shall not begin work until all trench work has been approved by the City of Southlake. 27. Sanitary sewer lines shall be SDR 35 PVC pipe. One joint of 150 psi pressure rated pipe shall be installed under all proposed water pipe crossings. 28. Sanitary sewer pipe with depths of 16' or greater shall be SDR 26 PVC. 29. Irrigation services to be shown on Landscape Plans, and approved prior to installation of water mains. 30. All dead-end water mains shall extend 2 full joints beyond edge of pavement or nearest fitting, whichever is the greater distance. 31. All 20 inch water mains shall be class 150, pretension concrete cyclinder pipe. 001 X N4 '05'25"W VIII VIII WEST - 508.45 VIII VIII �� - - - - ` �E of T��si r SIGN 13.80 _ EX 8" WTR X WTR % „� Al FEDERAL WAY NORTH - 14.50' / (VARIABLE WIDTH R.O.W.) EXIST z4" RCP 3 A. • •JAMES. A: RILEYof (EXIST. ASPH. PVMT W/ 30" CONC C/G) WEST - 8.00' 3 SII o �•'• 73231 ••w�r �\ 00 NII w /�j�o� •'-'CEN S�'�•�ti��" • FH w SII i IONAL II LOT 6, BLOCK 3R2 'IAL SOUTHLAKE TOWN 01/21/2020 BENCH MARKS: I I I SQUARECAB ADDSLI.010950 IV z LOT 1 BLOCK 10 I LOT 2 BLOCK 10 I P.R.T.C.T. BM ST 52 - BRASS CAP IN CONC. AT STA 390+12.58; 50.52, RT. EAST SOUTHLAKE BLVD. F.M. 1709 - ELEV. = 652.93 SOUTHLAKE TOWN I SOUTHLAKE TOWN I II I ZONING: DT ( ) m SQUARE ADDITION, PH. II 1 -25' UTILITY EASEMENT I SQUARE ADDITION, PH. II I I I L.U.D.=TOWN CENTER N:7,028,011.751 / E:2,389,246.527 I- CAB. A, SL. 5261 I CAB. A, SLIDE 5261 I CAB. A, SL. 5261 BM ST 53 - BRASS CAP IN CONC. AT STA 379+95.25; 50.52' RT. P. R. T. C. T. I P. R. T. C. T. P. R. T. C. T. II EAST SOUTHLAKE BLVD. (F.M. 1709) - ELEV. = 626.78 028.956 E: 2,388,229.350 N NI S - P-1 I ZONING:S-P-1 II N: 7,028, / L.U.D.=MIXED USE I L.U.D.=MIXED USE II I ARCHITECT DEVELOPER ENGINEER I DAVID M. SCHWARZ ARCHITECTS COOPER & STEBBINS BROCKETTE DAVIS DRAKE, INC. BM ST 55 - BRASS CAP IN CONC. AT STA 14+96.35; 18.68' LT. 1707 L STREET NW 1256 MAIN STREET 4144 N. CENTRAL EXPRESSWAY NORTH CARROLL AVENUE - ELEV. = 656.80 SUITE 400 SUITE 240 SUITE 1100 N:7,029,571.095 / E:2,387,604.037 WASHINGTON, DC 20036 SOUTHLAKE, TEXAS 76092 DALLAS, TEXAS 75204 (202)862-0777 (817)310-0792 (214)824-3647 CITY CASE No.: ZA20-0002 A w S Q 0 Cc v 1 0? V) > �O\ v" 3 0 Q C •ao ; n x 5) US �W�� W 2, -v N W -0 i- � We 2a-� 'A -a) U W A U a) 0 � N Oc°6°`Z�c cr O'> Xaa m0U�aO� v W 00 4- W U z 0 � W U<1 U) Q U X Q W VJ �U) W yQQ� o _Jz mw= D > D O z DU) Q � 0 LL_ < O 0 � LLJ Q z 0 `) Q NW U LL 0 Q Revisions Date 1 2 3 4 5 6 7 8 9 Issue Dates: Scale: 1"=40' Drawn By. DJR F Designed By: JAR u Sh eet I C, C ° O CO2 Project No. C19023 c 1,