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2000-10-03 CC Packet0 N LO li7 lf7 0 cm 3 c 3 Q' H Q w -..J W l[7 0 0 0 C1J u U SLOG. A EXTERIOR f:INISWES MEDiI , w a11N W/ BLENDED COLORS BRICK VENEER LICsHT TO MEDIUM BRoujN STONE VENEER' MEDIUM TO DARK GRAY COMPOSITION SHINCxLES: IP FIN. 12 61 -00 STONE VENEER (TYP.) COV. PORCH 0 STONE VENEER (TYP.) 19' l' 12' COVERED PORCH 21' 12 fo oil I oil PAINTED UJOOV - BRICK VENEER (TYP.) J BRICK VENEER (TYP.) STONE VENEER (TYP.) BRICK QUOINS (TYP.) FRONT ELEVATION SLOG. A SCALE: 1/8' COv. PORCH 6' 6' 19' 6' 12' N cv 12' cn 12' 12' MRSEP Z 6 Z000 REVISIONS BY cc wU E-+ O O� u o0 N u oo q, -moo oo� gQ ��ti O IDO -�,-� ' to T� TWO N � 1 \ U Q) U OF Dates: O8/P woo Drawn: Job=Gc2PN�m/mom' 8h�t 52 OF shoots 12' 12' CD oa N M ao (1.1 Cu _rn a o, 10 m Z 0 a w J w 0 co a U U Q a fU C. v r 100D t'P.) IIIIIIIIIIIIIIIIIIIIII111UIIIIIIIIIIIIIIIIIIIIIillllllllllilll 5' 1 __ 10, in 2'x2' ATTIC VENT COVERED PORCH �n 20 FRONT ELEVATION SLOG. 8 SCALE: 1/8' = 1'-0' 12 I6 12'-I' FLT. EXTERIOR FINISHES SLDG. 5 BRICK VENEER: MEDIUM BROWN W/ BLENDED COLORS STONE VENEER: LIGHT TO MEDIUM BROWN COMPOSITION SHINGLES: MEDIUM TO DARK GRAY BRICK VENEER (TYP.) `STONE VENEER (TYP.) 8' cn 8' 10' 2' n —BRICK 0 OWINS iP -- (TYP.) FIN. FLOOR REVISION$ BY W � b V�ww W E-+ 0 u 00 UC45 d) O CD �o 00cu c 0 9 W •� iy1 m V O: L ; 1 0i 1220 {T� 9 OF Date: 08✓09/00 Drawn: Job C-c2000/0005 Sheet Of sil�dta . Is 0 0 0 0j m m cai 0 cU' Cu 6 o, 3r cn 3_ m 1 z 0 a w w / Ln O O O V C.J O 0 0 N v v m PLATE PLATE__ BRICK QUOINS 0 (Tl'P.) FIN. FLOOR STONE VENEER (TYP.) I 12' cv lI' for 26' IS, .fl FREASIONS 15Y W R3 �h O \r Q� � � a � N rr O O � op o� 14 l`4 12to1 .=Q� OF Da to: 08/05/00 Drawn: JobCc2000/000r� akloot it-4- or Shaw4te CD 0 Ckj Cu Cu ti W n, Cn Cv r CT 3 a) a ID CU 0 C> r, SJ U EXISTING 6' HIGH WROUGHT IRON FENCE ON TOP OF APPROX. 3' H4GN EARTHEN 15ERM ALONG SOUTH PROPERTY LINE LOT 21 LOT 21 ZONED OFFICE COMMERCIAL LOT 6 n h. -r'� „r.► +fir. --- _ or- CURB 4 • • i �` " a - FLA Ns, a LOT 12 DENSITY RESIDENTIAL rim■ . �� - VINYL CLAD i1 --- \ CWAINI LINK FENCEIARE CENTER TORY 10' HT. , I lftffll 1 TO DRIVEWAY, • rlz�TE CIRCLE MYERS MEADOW, PHASE I ••r F04CZ ON TOP OF AMPROX. 1/ - y NORTH-•- - ... ....... ONE, � �� ��r �Ire►w,�,�1/,/ '/� A-.//� „n,'!'�iljTi./!� �•�► r',r'�'!-I•�.�i�iw.I./i%sSIX .�/�,e,�r.�l►./r _ • r r.wrrA�r. MUM IN 39' T�T. FIRE I-lYD. 666 — — -+---- EXIST F.N. EXIST. CONC. DRIVEWAY TO LOT 12 ZONED 'C3' L.U.D. = OFFICE COMMERCIAL LOT I I F-�iI 4 - Sl'-6 ���� TOR(' IS' HT. LOT it _ , s��— EXIST.CON { °5� IO �" -- a !J DRIVEWAY TO 1_T �•QII' , L. 1Gi. { e vs A ro -R wQ 6 m (TYPI ) (} — d) e!1 I A / 84� 4 `- \a►. A/C UNITS ( 0 `� + -p TYPICAL F P..,AY 6 � J i0 U.E. IV b i 28' .5TACKINC-- 'i SPACES / OT &R 0 LOT 12 i5 SPACES /LOT TRASH DU�fPSTER W/ i ZONED 'C3' COMMERCIAL 42 -0' Z EXIST. GONG. 8 H. BRICK MASONRY LOT 4R, BLOCK 6 15 U.E. DRIVEWAY WALLS ON CONC. PAD L.U.D. = RETAIL TO LOT ro-R ZONED 'C3' COMMERCIAL , SOUTHRIDGE LAKES, PHASE C LOT roR, BLOCK Co L.U.D. = RETAIL CAB. A, SLIDE 424+6 SOUT14RIDGE LAKES, PHASE C P.R.T. CO., TX. _ - - - - - SLIDE 3�14 GAB. A, r-rn P.R.T. CO., TX. 90404 MAW 0 j BM_ Railroad sp*o in posw pole at the northwest corner of FM.Wk* way 1105 and South Peytonvilte Avenue. Elev : 61953 (Per City of SoutNake). GENRAL NOTES I. EXTERIOR LIGHTING TO 13E LOCATED IN PARKING AREAS AND UNDER BUILDING SOFFITS. LIGHTING SHALL BE INSTALLED iN SUCH A MANNER SO AS NOT TO ADVERSELY AFFECT ADJACENT PROPERTIES AND SHALL COMPLY WITH THE CiTY'S 1_614TINrs ORDINANCE NO. 6S38. 2. INTENDED USE FOR THESE SITES IS FOR DAY NURSERY. 3. SIDEWALKS SHALL BE CONSTRUCTED PER CITY STANDARDS. 4. BOTH BUILDINGS TO BE FULLY PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. 5. BACKF LOW PROTECTION FOR FIRE SPRWL.ER SYSTEM MAY BE IN BUILDING AT RISER (INSTEAD OF IN VAULT) P RISER 16 WITHIN R00 FEET OF WATER MAIN. 6. COORDINATE WITH PUBLIC WORKS THE LOCATION OF WATER METERS AND SEWER TAPS. 1. THE EXISTING i0' x 10' PIMP HOUSE LOCATED ON LOT I0-R IS A SANITARY SEWER LIFT STATION. IT HAS A LIGHT BEIGE STUCCO FINISH AND A MEDIUM GRAY C-OP1P061TION SHINGLE ROOF. S. ALL AIR CONDITIONING UNITS AND SATELLITE DISHES SHALL BE SCUD FROM VIEW WITH SHRUBS. 1 L 1 1 'A* '!: LOT .8,-R ` 1i, DING, ' ' 1 LOT t ' 10-�R SITE DATA��ARY � A . T S 11`E DATA Glut RY � A ' EXISTING 10NIN6s: 'C ''GOI'fi FaG1AL 006TING ZON*Cv 'C3' C:O"RCIAL LAND t1 DE &IGNATION ': OFFICE ! C4:P " RC1AL LANi> USE DE +EATICN: OFFICE / h' 'ERCIAL. GROSS ACREAdElz LOT 8-R 13461 ACRE$ GROSS, ACREAGE- LOT 10-R s;1,6883 ;ACRES 58b85 $F 13,542 JF NET ACREAGE; LOT 8-R 13461 ACRES NET ACREAGE: LOT im-R - %6882 ACRES 58*" SF 't3$42 SF SITE COVERAGE (bldg. foot print), 18..21% l31TE' COURAGE (blclg. foot print)- 0 22% AREA OF OPEN SPACE- 34,240 SF AMA 'OF OPEN SPACE: 50,2t1 SF ' PERCENTACsE .CF OPEN SPACE: MR 4TAGE OF OPEN SPACE: PERCENTAGE CF OUTSIDE STORAGE= N/A PEi■CENTAGE OF OUTSIDE STORAGE: N/A TOTAL BUILDING AREA (foot print.). 11015 SF TOTAL 15UILDNG AREA (foot print). 9125 SF SQUARE FOOTAGE BY USE: SQUARE FOOTAGE BY USE: CLASS7$OO MS 6,413 OF CLASSROOMS 6,535 SF OFFICE 644 SF OFFICE 238 SF HALLWAYS, CLOSETS, MISC. 3,604 SF HALLWAYS, CLOSETS, MISC. - 2,2 5 SIM MECH., ELEC., ETC. 180 3F MECH, ELEC., ETC. S6 SF PORCHES S14 OF POUCHES 641 SF TOTAL BUILDING AREA IiA15 SF TOTAL BUILDING AREA S,125 SF TOTAL FLOOR AREA (A/C) : io,121 SF TOTAL FLOUR AREA (A/C) : R,988 SF TOTAL NUMI ER OF STUDENTS: 142 STUDENTS TOTAL NUMBER OF STUDENTS: 762 STUDENTS PARKING SPACES REQUIRED: 21 SPACES PARKING SPACES REQUIRED: 33 SPACES (REQUIRED PARKING SPACES REDUCED 10% PER PARKINOVI G SPACES PRDED: 33 SPACES CITY ORDINANCE SECTION 439,E RECAJLAR Vxlb' 3I SPACES PARKING SPACES PROVIDED: _ 21 SPACES W.C. REG. t VAA1J5U8 8`x1S' w/ 5'xl8' Rale 2 SPACES REGULAR 9`x18' 25 SPACES LOADING SPACES REQUIRED (10' x 50'): 1 SPACE H.C. REG. t VAN/8U8 VxtV w/ VAS' later_ 2 SPACES LOADING SPACES PROVIDED: i SPACE LOADING SPACES REQUIRED (10' x 509: 1 SPACE 1R CIF STORIES: ONE STORY LOADINCs SPACES PROVIDED: i SPACE - NUMBER OF PROPOSED LOTS: 1 LOT$ rxl"BER OF bTC�RJEB: ONE STORY IMPERVIOUS COVERAGE: (24,WS SF) 32.83% NlM5ER OF PROPOSED LOTS: [LOTS IMPERVIOUS COVERAGE: (25,144 SF) 43,W % BUILDING 'A' / LOT S-R SUMMARY CHART- E FFERYARDS 5UFFERYARD CANOPY ,ACCENT SHRUBS FENCE / SCREENING LOCATION LENGTH WIDTH / TYPE TREES TREES HEIGHT t MATERIAL NORTH REQ'D. NA NA NA NA NA NA PROVO. NA NA NA NA NA NA EAST REQ'D. 168' V / A 2 3 14 NOW PROV'D. 168, V / A 2 3 14 NONE SOUTH REQ'D. 345' 5' / A 3 1 28 NONE PROV'D. 345' V / A 3 1 28 NOW WEST REQ'D. I11' 10' / E 1 3 11 SEE NOTE 01 PROV'D. 111' 10, / E 4 3 11 SEE NOTE h COMMENTS - I. WHERE PARKING IS PROVIDED ISETUVEN THE E UILDING SETBACK LIE AND PUBLIC RDW, SHR1UBS OBTAINING A MATURE HEIGHT OF THREE FEET (Y) OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (301) ON CENTER CONTINUOUS ALONG ALL PAVED EDGES OF THE PARKING OR DRIVE AREA. 2. A MINIMUM OF 50% OF ALL CANOPY I FM 8 PLANTED ON THE SITE MUST BE 2' CALIPER AND 50% MUST BE 4' IN CALIPER. THIS INCLUDES PLANTINGS IN BUFFERYARDS AS WELL AS INTERIOR TO THE SITE. BUILDING 'A' / LOT S-R SUMMARY C44ART- INTERIOR LANDSCAPE LANDSCAPE AREA (SQ FT-) % IN FRONT OR SiDE CANOPY TREES ACCENT TREES SHRUBS GROLM COVER (15%) SEASONAL COLOR REQUIRED 5,360 SF 15% 11 21 134 a" 9: 101 8F PROVIDED 1,944 SF 100% If 21 134 804 OF MOl OF "'E OJECT A� CORPORATE a `n F N .1'1. 11 09 d -SOUTHLAKE SL VD. Q BUILDING W / LOT IO-R SUMMARY CWART- SUFFERYARDS 0OFFERYARD CANOPY ,ACCENT SHRUBS FENCE / SCREENWG LOCATION LENGTH WIDTH / TYPE TREES TREES HEIGHT t MATERIAL NORTH REQ'D. 353, 10' / Ft 11 22 28 6' TYPE 'FI' FENCE PR01/'ID: 353' 20' / Fl 9 18 22 6' TYPE 'FI' FENCE (EXISTING) EAST REQ'D. 20s, V / A 2 4 11 NONE PROV'D. , 2M' V / A 2 4 11 NONE SOUTH RECIV. NA NA NA NA • NA NA PROV'D. NA NA NA NA NA NA WEST REQ'D. 201' I0' / E 2 4 VP WE NOTE .41 PROV'D. 201' 10, / E 3 4 16 SEE NOTE 91 COMMENTS: I. WHERE PARKING 16 PROVIDED BETWEEN TI•E BUILDING SETBACK LINE AND PUBLIC RA.W, SHRUBS OBTAINING A MATURE 14EIG 14T OFTI*'EE FEET (39 OR GREATER MUST BE PLANTED AT A MAXIMUM SPACING OF THIRTY INCHES (30') ON CENTER CONTINUOUS ALONG ALL PAYED EDGES OF THE PARKING OR DRIVE AREA 2. A MINIMUM OF 50% OF ALL, CANOPY TREES PLANTED ON THE SITE MUST BE 2' CALIPER AND v0% MUST BE 4' iN CALIPER THIS INCLUDES PLANTINGS IN BUFFERYARDS .AS WELL AS INTERIOR TO THE SiTE 3. THE 'FI' BtFFERYARD WIDTH WAS DOUBLED fiEOUCIWs THE REQ'D. PLANTINGS BY 29M Z• ~ INTERIOR 'a % IN FRONT OR SIDE CAN( TREE 15x 100X c Architect: Wood -Stovall Architects Owners: Rea Itex ventures, Inc. 806 E. Abram Street 1825 Wimbledon Drive Arlington, Texas 16010 Arlington, Texas 16011 (811) 548-8114 Fax: (611) 261-2302 (811) 184-9941 Fax: (811) 460-9521 Contact: Mr. Gary Wood Contact: Mr. Jim Mills 1.346 7 ACRES, LOT S-R 4 1.1:o882 ACRES, LOT 10-IR SOUTHRIDGE LAKES, PH45E C-1 CITY OF SOUT1-1L AKE, TARRANT COUNTY, TEXAS LAND USE: Commercial 6 1 T U ZONED: C3M cainmeercla I / Oatl C'j'.areo_ .SCALE: 1' = 30' -O" 31 AUG 00 rev. 26 SEP 00 Project Name t RECD SEP 282000 0 30 60 Project Address: N The Children'S Courtyard Corporate Circle BLDG. A W Corporate Circle - BLDG. e 5OUTHL.AKE, TEXAS 16092 S CASE N0. ZA 0 _ 0" 4 a_r ti x $'r yt / f L A[ T[ I4k 24 1 I l wf yk •28 1 At m � 97 I r 4.lta.�.__'_ _w__���._,...� ------ --- L-_---.r---------- ,.----_--,-.-----__ i � s' � • Rkv t - , -A • - Of 22 A 44 a • P•R..r.Co..TX ' _ -� -- _ - .-► •T -• - -- -i -- - - --� L• -- � "Z a�{{' •• i -I! Nl - -... .--.- _---_-_ w r _._-_-- w -- ----�- -•---• ---fir �•-- rt--T. •M- -----, w w r•.-- w w w �-w.-_ �- r-y--- _--_ ----►.---- _ w.�. --w Y t.{ ---t- - ----- -- - ---__ - .. _.r- ' .t VOLPG. to i iJ I I 1 f 1 F.F. 665.50 i I INSTALL 1 i l STANDARD blOTES WATER I(yPj,Q,VrEMENTS i - 8" 5' BEND 1 ': ! INSTALL j I 1 - 8" X 6" TEE 1 1. All construction shall be in strict accordance with the standards+' Nrd W 1 - 8» TAPPING SLEEVE 1 -- 6" G.V. W/BOX of city of Southlake and governed by the North Central Texas! r 1 - F.H. Council of Governments Standard` Specifications for Public Works 1..... t..... � 1 - 8 G.V. W/BOX INSTALL 452 L.F. I I " 1 Construction. .4 1 I 8 o P.V C DRIB t ! LOT x o• i U.LI 2. Texas Deportment of Highways and Public Transportation approval l 1 INSTALL 101 L.F. - must prior to construction in state highway right of I way. , P.Y.0 DR18 I 1 �•y l i '� / ! pRpp` I 3. Street cut 44T14� permit (issued by Public VVorica Deportment) is required 1 INSTALL I .� before cutting any city street. l City ll t d d ii shall b h t t " I N 4. All water meters sae sized anInstalled by y personnel. 1 8 45 BEND � .. .'•. aas•s�, 1 - 8" GATE VALVE W/80X 5. Fire hydrants shall be located outside of sidewalk if walk intended. 4 a _r _ CORPORATE CIRCLE--- - - - - ' _a��-_ .__ �h. 6. Thar location of underground facilities indicated on the plans -'- - - - N a9•so'43" E ` I Nja is taken from public records. It is the contractor's responsibility sr to confirm their exact location and to determine whether any e i additional facilities other than those shown on the plans may be a f's 1 I 444.31' e ' I present. The Contractor shall preserve and protect all underground F.F. 665.50 facilities. {{ ", UNDERGROUND FACILITY OWNER: ,,TELEPHONE NUMBER: y I City of Southlake 817 481-5581` I�•t i CONNECT TO EXIST. 8" W.L. t j Lone Star Gas Company 817 923--8481 r Y 1 ! i " T.U. Electric 817 481-0518 s, � = t 8 W.L. UNDER EXIST. 8 S.S. General Telephone Company 214 318-8850 0 +p ••1 3 I ..+ SEE CONNECTION DETAIL 9 { I ► L= W �'"' INSTALL 1 - 8" TAPPING SLEEVE i Harron Cable 817 430-0646 fo , GIs �= a; W/8 » GATE VALVE 7. Where existing utilities or service lines are cut, broken or damaged, iR - .•„!z;• I ® `': •., WARNM the Contractor shall replace or repair the utilities or services lines EXIST. 8' S.S. t EXIST, p eP I I I EXIST. A' S.S. + VERY SHALLOW. I ., with the came type of original material and construction or better. I VERIFY LOCATION EXIST. I e S.S.unless otherwise shown or noted on the plans. at his own expense. I 1 PRIOR TO CONSTRUCTION E ST. I EXIST. W/20 L.F./- 1 S.S.hIN. o is rt. uT� Es+t►. �o' P.E. ( 8" W.L. 2 - 4V BENDS CONC. ENCASE The Contractor shall immediately notify the Engineer at once of any ` ,r,' �►,E, 1s FT. UTN . E2 cr CAR A. SURE 2199•0' 1 2�o.w CAD SrKta��Ee I conflicts in grades and alignments.`r I 1 s �x - _ _ - - -P' -r co.•- - - _ _ _ _ _ _ P.R ,TrC._.Tx _ _ _ _ _ _ _ � _ _ -t - • "' 8. AN excavations, trenching and shoring operations shall comply with �1 i------------------- _ --�- _ I I i _____ _ __ ____ �- -c --------- --- -- -w-_�-_----- -- _t__-- the requirements of the U.S. Department fo Labor, OSHA, "Const. •••.V _ _ - -- �. ��.. �. Safety and Health Regulations.% Vol, 29. Subpart P. pg. 128-137 -- -- ----- - ---- :------------'t---- - sI.`..... .� 1e2.00 -'`r i and any amendments thereto. j •' a - - - -- - - - - - - - - - - w - - - ` G.v. "�� ••� EXIST 1r, . .......1X. +!- ....... 1 9. Adequate measures shall be taken to prevent erosion. In the y 1 t 50• R{* •��� G.V.(2) (N �.. ..� I , 'e• W.L. a�. ` event that significant erosion occurs as a result of construction ,t 1--a" G . i �y "?1' F• the Contractor shall restore the eroded area to original condition. i e'•+ I II store d b construction .!'`••. .' W I ? 10. The contractor shall ra ,all areas disturbs y S .• .. e • W �'�., ��. to original condition or .better. Restored areas include, but are 9 I not limited to trench backfill, 'side slopes, fences, culvert pipes, IJ uo +`� IA drainage ditches, driveways, private yards and roadways. �, 9ro I 1;-; CONNECTION DETAIL 11. All water Lines shall be PVC pipe conforming to AWWA standard S4 Lin S � i (SECTIONAL \AEW) C-900 SDR-18 minimum, with NSF seal, pressure tested and I �, I ►-r disinfected in accordance with NCTCOG STD. SPECS. Water mains , LC7T in to have a minimum of 42 cover to top of pipe. Service line I I 1 connectors shall be compreseW type with stainless steel tube liners. 1 12. All water lines to be encased in sand Backfill shall be select 1 i • I material compacted to 95% standard proctor density. 1 13. Service location to be stamped on curb with 2" high letter low. © e 1 S R-9 class 250 t en unless 14. All services to meter to b D s poiybu yl e i _ i~r so• 8.�. -- -- - -- -- - -- -- -- -- -L _ -- -I otherwise noted. •....• •••. t 15. Utility contractor to furnish and install water meter boxes after 1 the paving contract hoe been completed. 1 _ - _ - I : _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 16. Curb stops should be tested for leakage and full flow when system COMMON'--------------- AccEs -------------►--- I-----�Ls__�Q �.--- - is pressure tested. _ -' - - - - - - - �� I I • t' 17. All fire hydrant assemblies to be equipped with a 6" gate W • I 4�. .... A -. I �_ -.•-�- p valve and box. All valves and fire hydrants to be per City •' .1 specifications. Hydrants to be pointed with a factory base so x �• DUST• CONC. WiX prime coat only. THE HYDRANT SHALL BE PAINTED BY $: AccEss Es►aT. THE CITY OF SOUTHLAKE WATER DEPARTMENT. # 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 F.M. 1709 ____�__ -=_ --__ - - - - - - - - - - - fl`re �5}• Y' _____n _ _ _ _ _ --rt-- - - - 19. AN bends are to be fitted with retainer glands do mega lugs. -'�� - - ---- - - - (WEST SOUTHLAKE BLVD.) SPECIAL NOTES FOR FIRE HYDRANT CONNECTIONS: 1. Each tee off of main line to MJ X Flange, hh 2. Each 6" gate valve on lead line to be Flange X MJ with anchoring W coupling. tQ 3. 2' x 2 concrete block Is required around all gate valves. p T ---------------------;---------------------------------- 1 r - - - - - ----------- -------------------------------------------------- - 15' U.E. NOTE. .. ►.4'. R!!I! I LOCATIONS OF WATER SERVICES -W(LL BE DETERMINED AND SERVICES .......... H INSTALLED AT TIME OF BUILDING CONSTRUCTION. W.` x `; :" a n IVdo& w %. ( DESIGNED. Yi CURVE DATA CURVE NO.1 DELTA I RADIUS I TANGENT LENGTH U 2000 ` 1 89' 41' 06" 50.00' 49.73' 78.26' • UATEi�LEG16'I1tfl' � e � �'� � doom dw� Wm"a memo EXISTING WATER MAIN. ' PROPOSED WATER MAIN fir PROPOSED FIRE H MAN f , EXISTING FIRE HYDRANTba GATE VALVE (SIZE" TO MAP f(jF . F i! Y n R:.4 f •4 1" SINGLE SERVICE +e , , . , ... ` +* ,. 04 - > . , r ,- +. r ,.. , , _ ti a r '. i .. .. 'i .. - i .: .. -. .o a •: -: , , : - :., .. .. ,. of rr ­ I,!I. ., .� II. I �I_ I �. � . � - I � I I I . � . . .� I . . I I II .I . I I � I . II .I L I % . I . I. - - ��.� III: �� I�_I,I � . .I I I. I I 1� I�� I �. � 1II % 1 , II - .� II .�; ��� I 7I I, -- _4� ,- `,,,i_ , s- I I I-.�I- I� �� :. _. a i5. . .. ,: .- :' s ,, : i 4 h a. .. , t .. r: ,:. ., ... ., .... ... .. ,. , 1 -:. .. . .. .. - r r• e ,. - a ,, :..... a, . , - ,,... i fI 1'- t. , . ,i r , ,. -. .. .. pp f \ ..-. r ... 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A _ .,7 4 ,. .: M " ,t ,,, v ,. _ J , . � >a „ --_-- %, r , .., - - -- __ L v -. ..y , ... _ ... _,...... . . • _ _ .. a- �- A . .. , . ,,, -__--- an.Nr. ,. , � 1 _ ... _ .�... -err �wr� - �� _ . r ; �� , • ♦ y tt 1 R __ ., x.x .<,.,,, ices.: .•...tar _�,.._- - . , ,. .a 4 .: - w + SS t ( .var s�st. o. 1e S.S.IdH. ( •......... A (.•v ,, o k•L r EXIST q ( 0A.T co •Tx ,r , . . I .S. A. 1 +00 RI& , RD t4 TES Q TA-Y 7. ,, , ., ( 1 a s sT ,� al��� "�:., ( ( ' i .",_ '...1`. I I tonda'ds of the city ;; .:. t I EXIST. S.S.MN. ,.,r• , 2 4 ( All construction shall be M strict accordance with the s , w. . 1 i . * 1• of Government s Stoddard -. :k, : _&. _ . STA. 6LOO 1 _. �.._, .�... ..-- - . I I TOP 665.50 �+� ' .1, anal veined b the North Central Texas CouncY t, z,::,• • Awy},I ,; .. 3 r.. ,. . ....`.. I -.. L'_;. . Southlalce y q 'Cep,. ` .50 1 1 e 53.20 Works Construoth n• ._'. _ rL , ... _ _ F.F. 665 EXIS . S.S.�iH. i 8 FL 6 ,: - + _ - .t..., I I Specifkotbns for tslabNc n, .,, : t364.30 I I *ELEV.'S FROM CONTR. PLANS FOR 1 I TOP 2. Texas Deportment of Hiyhwoya and :Public Transportation approval must be obtah►ed ¢' , •- I I I E ( to conetroetiort h state highwoY right-of-way 1 1 *FL 655.20 MYERS MEADOWS PHAS for _ `; _ I I ermlt issued b Public works Department) is required before cutting • ,,; �Y v : . f #CLE S FROM CONTR. PLANS FOR i , _�. I 1 (GOOi7WIN MARSNALL ENGR• S) 3. Street out p ( y I r I WS PI•!►SE I y. 1_MYERS MEADO I`r • an city street. of z t!, i th owners I LOT 4M �� ,, i W • I�...i......3 (GOODWiN-MARSHALL ENGR.'S) / / I I I - --- - -- -- - - / /� 1 s' D. a uE. I I . _____••B1'----.-------.--•--------- - ``�- i i• Y _ ,__j_-_______'____________-___`\.,\\` f L' I 447.14'� �. i N a. ( \ 1 NW.- - 445:9T CIRCLE-- - - _�+-------`-- �` I k * . 0. am. _.�- �L _ _ _ - CORPORATE N 89'50'43- E �: A- � I 3 . '11\17 � i ,- 4 , - N - - I it ° { h.• 10 I 444.31;' ./ F.F. 665.50 I t:= T. I 1 I 1 R`Jo i1. I 1 - -_ .-_ _- _ _ __­___.__­1 I i i. o i_ ___--------------------- ------t� I I --------------- 30' e.�. m 1 �14 - ( i I I t'" S i Mr. N , i -..-,_ ......-- it I i ­1 � � i. 1 I e� I I F ,F - I •,� d I I ., � ... • • w • I Laf 412 I I , 5 1 I ! 1 �, t a> .,•o� .= I I . �., al U. .ork _ ( I j 1­1r 1=W �� W� i i N• 1 4 � 4 ' I • \ .... �..... i i EXIST. S S.S. # I i 0�3: 1 ! 1 1 ;_ i I w _� .. % 9 i � I EXIST. o i i558FT. u E2S►IT. 200.0' io' P.E. A. SUDE s #11 - - I h i I S.S.1,.1H. 10' y.E. 1s Ft. suniE nM98 199 1 I � CAB A E` P.R.,T,Co _ _ _--1- } -�•-- _-"-` "'- ( i-.------------------ --'•"�..( ...... __ '.....-�..�. ..r• EXIST. k'r I I __ -- --- I --- R. _� -" 1¢2.00' - -___ o L ' rf - F t ';; _- Ir-_---------- --- - - !0q Re# ��'�� • EXisT• a" w.l. I s� j11 .1 L (IO" �i : �_ _ /�! • EXIST• 6" W.L. l rN } /� ^ 1 A i I I i - 1s• u.E. 1 i -0 i Y r' I I I I ao o e m I N �Ui e 1 } S` I I N 1A. 1 }r �� i =,� l � , 1 1 1 R 1 LL I I I I I '..ice __.__.__ __ _ __ __ _L _ __ a �' t__-------- --- "`j ---- i 11 GOtt+MYiON I I i .,,,i.11 k _:� -f 1 30' x 4a• __----JWIL4Lca t_-------- - $ *i: +. :. : - - A " ( • • 7 11 30 1f 60' EXIST. CONC. W" # V ,t ° • t $. / AccEss EsuT. E '� N I 9: P<R.,T.ca.•TX. r, 4. it Is the Contractors responsibility to make arrangements their exact ipcation y 7 underground focifities prior to working h the area to." `. and to determine whether any addition facilities ocher than those shown on the Preserve and protect all underground plans may be present. The Contractor shallPr , , faciitla& ► 1, ��Ip , 1 . I - 0 1 . . � , , 1, -, �,_ - I I �; 1 '141� qty of SouUltake at 923-8481 11 - Lone Star Gas Company at 7 658-2564 1 � 9 , �' � " TU Electric ', General Telephone Company 214 310-UM 4O ,. a' ' :� r Horton Cabe 817 43D-0646 i t `I I_1P ',4 I I, _I � �I i,_I ', ,�f,1 -, � ��'.,_" ..1I �1I ?,e ' `�1 a broken or damaged, the Contractor 5. Where existing utilities or service lines are t. 0 , ' 1 loco or repair the utilities or service Ones with the same type of origklaI I I - , 1a1 rep eP `, material and construction or better. unless otherwise shown or noted on the plans. < A: a at his own oast and expense. The Contractor shah Immediately trotlfl► the a . nr ( I x� , at once of any conflicts In grades and oltgnments. with the requirements trenching and shoring aperatlons shall canr4)IY , : . t' ' ' 6. NI excavations. g and Health Ctsgedatlons. . of the U.S. Department of kobw. OSHA. Corset. Safety r . t28-f37 and any amendments therata +�+► Val. 29,bport P. pg. , , 7. Adequate M00VL shah be token to prevent erosion M the evenE that significant } erosion occurs a s a result of construction the Contractor shah restore the eroded > 14 . . ' % a, area to Original condition. `-, S. The contractor shay restore op on+sos disturbed bbyy construction to oo�gginol condition O but on not IMrited to trenll baakitil, side slopes. �" !� Or bother. loreO areas iriCiude. y s f fences. culvert pipes. drainage &Uhes. driveways. Private yords - and roadways. � h `: one joint of PVC DR18 9. Sanitary sewer An" shall be SDR 3s. PVC pipe• � F .,, .� j f; shah be Installed under all proposed storm ,drain pipe crossings- = 10. is shah be bedded in C1oss N. or better, material as defined M ASTN D-2321. and placed as directed therein. 8odcfilt ahoN be select materlai compacted to 937i standard proctor density. ,x ,.v ' - t +_ . . _' ^,, ; , y w 11. After du►lpistion of oil testing (i.e. mandrel !k air) Controator �t1o11 perform o 'i < <r television Mspsatton and provide a vkiea tape to the Public Works pepariment.11 �". Deflection testing shah be performed as specified In spectd conditions. 4 y 12. A 2 high letter S shall be stomped on the curb to mark the location of the sewer services• 13. All sewer manholes shalll be 4 feet In diameter In accordance with standard city of Southlake detalls. ttom in all sanitary sewer manholes 14. Contractor to place o 3/4" plywood false bo before paving Contractor commences work. 15. Rim sie att� off Proposeder manhoNs M streets ors to be constructed . 180 below n �rcontractw and adjusted by paving contractor to finished Wade at timepavinq. Each shay haw a �i ed concrete block --out constructed detail on Sheet XX• oon P� voted with PVC $ a Ir � f Y 4i A � , ' 1 ',1. • f T `1.' ` 1 ' .q - 11>l� .aF, �_ •qy. i 16. All connections between SDR35 and pressure pips ww" be corm - �, , , rigid connections. 17. All trenches shall be compaction tested at the tells of one test per 300 L.F. of%, trench er lift. Lifts shall be no greater than. 12 loose. Tests• shall be stag b�$10 :,, that tests of adjacent rifts are not directly over the previous lift. If the distance tween manholes exceeds 300 L.F a minimum of 2 tests per lift shall be taken. The testis lab shall provide the location of all results on a plan and profile sheet prior to trench acceptance. NOTE: LOCATIONS OF SANITARY SEWER SCES' WILL BE DETERMINED ERVIAND SERVICES INSTALLED AT TIME OF BUILDING CONSTRUCTION- _� , , L I I I ­ � I _ L , ,­_ I 11 r . _L ' . III 1 14 , � ` _ _ - - _ _ ,_ I � . aI II F.M. 1709 _ t__ ------ -=---- - - - - , 0,T-AI I .: i ° _ ----- - - - - t__ - (WEST. c S OUTHLAKE BLVD.) a 4_ _. _.__ - _-___-_---- -- - -} ___ -t : 1I�� :x I � j ?(J � . _ s 10 �;,I t�. kV 3 •` , - __•.+- - 4. r 2 - -�.II -I:9' I I 4 I L I � .. __,__- , t,l ' -} - -- - - T_ '- 1 s U.E.+__--- I • y r A r.i - _ - - } Ty , - R 71• ........ ., .. ... .. . . s . #, `"I aI � i - a' +' , " - 1 ter +�7 ,!', . 's.:` 4 '' 3 . . f y { , - ## I ' t .:A , .� , .." CURVE DATA - ., r � i y A ,�. f `: w.r - f :..: CURVE NO. DELTA RADIUS TANGENT LENGTH 1 9- 41' OS" 50.00' 49.73' 78.26' P r . I I � L I . - �,% � '! � �., '.1 L ,.�, . 1�_ � _­�L - ­4 I I ......�. r. w� EXISTINQ. SANiI ­ , a I- ig, ' L ", ' , * - I :_, .* . I., � 11 � w�l I T/tRY S111� 7 j,^�y� ROPOSEt1 SANITAARY SEI ' , a P y �k. r - CURVE NO. DELTA RADIUS TANGENT LENGTH 1 9- 41' OS" 50.00' 49.73' 78.26' P r . I I � L I . - �,% � '! � �., '.1 L ,.�, . 1�_ � _­�L - ­4 I I ......�. r. w� EXISTINQ. SANiI ­ , a I- ig, ' L ", ' , * - I :_, .* . I., � 11 � w�l I T/tRY S111� 7 j,^�y� ROPOSEt1 SANITAARY SEI ' , a P y �k. r - P r . I I � L I . - �,% � '! � �., '.1 L ,.�, . 1�_ � _­�L - ­4 I I ......�. r. w� EXISTINQ. SANiI ­ , a I- ig, ' L ", ' , * - I :_, .* . I., � 11 � w�l I T/tRY S111� 7 j,^�y� ROPOSEt1 SANITAARY SEI ' , a P y �k. r -