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Item 7A - PlansSite Data Summary Chart Existing Existing Proposed Number Average Gross ROW Zoning Land use Zoning of Lots Lot Size Acreage Acreage (s.f.) AG Low Density R-PUD 2 111923 1.03 0.48 Residential < o W -- DOC. NO. D220241618 V I rz D.R.T.C.T. ' I �Fa 9 � LOT 4, BLOCK 1 0 B & G PROPERTIES 00 DOC. NO. D214040297 P R.T.C.T. PRIVA ROADWAY EASEMENT NO Existing zoning: R-7.5 VOL. 727, PG. 167 & S80 L. M. pee 61<dG3¢�od¢n4o�V Low V�1��� f30' VOL. 30 PG. 120 D.R.T.C.T_ _ — — — — — _ 15'ACCESS EASEMENT2 ' I GTY OF SOUTNLAKEft 31. I GTY OF W 2 1 I I ---- a l m l 2 I w -- a 3 I I I DO U \I 25.0'ri( I 11,785 s.f. I U j 12,061 s.f.�\Z Qb^ I I I w w l I� o I I I 15_SIDE SETBACK o o f 15_SIDE SETBACK jov I-- I 1 ------------ ------------- o �I o o ^ N 0 N 892T50' E 325.00' CITY OF GRAPENNE W I u I I I I O I I I I Fencing / Wall Diagram Legend 6' Wood Fence w/cap and metal posts M ■ ■ ■ M Residential Lots in Southlake Owner: Lonesome Dove Holdings, Inc. c/o J. Michael Ferguson 62 Main Street, Suite 310 Colleyville, Texas 76034 Tel: 817-267-1008 Contact: J. Michael Ferguson Engineer: Hamilton Duffy, P.C. 8241 Mid Cities Blvd., #100 North Richland Hills, TX 76182 Tel: 817-268-0408 Contact: Keith Hamilton Applicant: Hat Creek Development P.O. Box 92747 Southlake, Texas 76092 Phone: 817-991-8182 Contact: Kosse Maykus Planner: 19 JUL 21 1" = 50' 0 50' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 100' DT 1, BLOQ( 1 ODK M Ilm No. D=011W D."�T. u Key Map Scale: 1"=200' KEY MAP LEGEND Legend Southlake 0 Grapevine ROANOKE TROPHY CLUB FLOWER MOUND PROPOSED "eaPark1ef Gn - SITE 4j. WESTLAKE A ©The Cheesecake Factory Costco Wholesale Greal Wolf Lodgr i 4 � Southlake U,.,.,,,,a Water Park I Grapevin, 9 • QCow�ownSush� r-SOUTHLAKE s , : G`AAV1 �1E FQ o•'°°"` Ti­­Cour,,ry Clb'#) I .m �`"''�v' 7` QStarhucks `o i Go�,gle 0 9 Location Map N.T.S. LLJ N rn O U) pZ<Lj J ZO 1 U m J LLJ L _ ch "' LLJ> Q Li I— (n O OQom J = Q � U W N � C7 O(n� U � LLJ N LLI 0Z<Ld J Z p m O CO W _ ~ — LLJ w > Q cn 0 O=oa 11 U LLJ N � O7 0 V) `SUjLLJ N r� O'-''Qw� -JZ�p(j. d m_j(nJ o LLJ V) ~ N N = LLJ �LLJ>Q� I— cn O OQom W o _J = Q � U 5' CONCRETE SIDEWALK Z O 0 0 Q U O Y � � U � O _j m�LLJ� NV)2U I ~ - ~ m Q � w m > Q OJ � U LLJ :2- 5' CONCRETE 00 SIDEWALK LLJ Z O 25.0' Q O O `Dv �I o O w z O QI w O 7WI Z O� 25.0' i° Development Plan / CONC\ / CONC� CONC� ' ASPH 0 50.0SOUTAH GRAVEL CIRCLE g22 w J n P AN 18" RCP 18" RCP- 32" PECAN • 61 / O `\ Z f� CONC r D A I D 8c C YN TH BUILQIfy� �l A N Z O In p1 c0 U KK 15" PCAN / 5' U. E. QW� YH0 �moro LOT 1 LOT 2 DOC. NO. 11587& • I / I DOC. NO. D207135744 m o U w o a r I=M / P.R.T.C.T. W Z N CU _cn j CL 0 (f)LLI F BLOC 1 P. R . T. C . T. W = 7"+ x10" ELM • / /2"+2x8" ELM I �_ 0 C' p H J P= y 8,. ELM �� DRENNAN DDITION 5" I � � m W O � 21" ELM � 10"+5" HACKBEII�RY o� DOC. NO. D2 7135744 • O J Z O ~p - Z 0 0 Existing Zonl g: R-7.5 / "+2x5" HACKBERRY n w a J 0 0- z Lo U. P_ HL -R danda0 Lows 0nARSRF. R. T. . T. METAL / / ll H L, p M O J 4" NACKBERRY O O O O 5' U. E. SHED (Al DOC. NO. 207135744 m P.R.T.C.T. / — — N 89 29'11 " E 202 29' I o� z I --�-- 0.141 ACRE TAD TUBBS & N C� Existing Zoning: R-20 I I \ z ELLENA MARLETT Q o o'7 L. U. p°° IRL-G°�agg &f al I I I I I \ DOC. NO. D217116042 J to 0- o Low NansNy O I I I \ D.R.T.C.T. Q N DEBBIE EDGINGTON Q o w °° DOC. NO. D220241618 \1 ♦ \ Y oz o CD D.R.T.C.T. I \ 0o"� OH00 O \ I LOT 4, BLOCK 1 d 1 EASEMENT TO BE I � B & G PROPERTIES ABANDONED DOC, NO. D214040297 PR. T.C.T. 30' PRIVAIE ROADWAY EASEMENT /\ Existing Zoning: R-7.5 VOL. 2727, PG. 167 & Lo NJo poo Gad �G�Q�u�c�w4o�10 Low 0�4Q��s VOL. -�30 6, PG_120 D.R.T.C.T. — — — 15' ACCESS EASEMENT CITY OFSOUTHLAKE I--------t--� N 1A� 75 ' E �r� !T �I U _32�'tO'--_--- U� �I �� 1 m m 1 2 w\ ----_ ---� LU LU - wl I 11 785 S. I In �' 12,061 s.f. I z I I Q I Q I 10 I� 50' I I 5' U. E. \ �I ° 1 1 =I L R.O.W. N0. D204071257 L l 15_SIDE SETBACK 1 2 M _ 0 M 0 15'SIDE SETBACK JLn M o1Q IJ LU I P.R.T.C.T. \ 10' UTILITY EASM'T — — — — — — — — — — — —+ O 1.5' �I ca Q j oc I :3 Coll 1 v' z J 1 0 0 � U O I J ~ Q wlz 0 z J I oN - t � � FERGUSO I ROAD to O 5 CONCRETE O SIDEWALK N 89 27'501' E 325.00' I I R-PUD CITY OF GRAPEVINE S 89 27'50" W 455.14' Existing Zoning: R-12.5 L. U. poo RL-HOSMOINIM LOW h0IMSKY HALLS DRY STORAGE, INC. VOL. 11311, PG. 1283 D.R.T.C.T. 7 10' U. E. DOC. NO. D207223753 P.R.T.C.T. I I I LOT 4, BLOCK 1 DOVE PARK ESTATES DOC. NO. D207223753 P.R.T.C.T. O U H � 10 U.E. Existing Zoi DOC. NO. D201207812 L. U. P.. RL -[ P.R.T.C.T. 10' U.E. DOC. NO. D207223753 P.R.T.C.T. Al I LOT 10 D.F. 4 0�0\1 G ��o °c 1Or U. E. DOC. NO. D2040 P.R.T.C.T. Case No. ZA21-0053 I�er2uson Place W. W. Wallace Survey, Abstract No. 1606 Southlake, Tarrant County, Texas Tree Canopy Coverage Total site area Total existing canopy Preserved tree canopy (green) Removed tree canopy (red) Legend Preserved Tree Canopy Removed Tree Canopy ROANOKE FLOWER / MOUND TROPHY CLUB w.a PROPOSED cif SITE WESTLAKE Vaquero Club© y „tea `'-.- r k-a GOve IAa P - Q. yThe Cheesecake Factory 4 Costco Wholesale e Southlake _f w., =o Great Wolf Lodge Water Park I Grapevine ©Cowtown Sush' SOUTHLFAKE c GkAI�"UliJE J k "^++ eceme.nr rra .e ej Tjimarron Gountry N O eStarbucks o i Google Location Map N.T.S. I I WI � SOUTri GRAVEL CIRCLE DA T. k E. •� LOT 1 LDT Y OC. NC. 1�587 1 P.R.i.C.T. •Y '" 1 DDC r.R . W" d p7DM1•E209 2vi zs aux se.euxe � 1 E, I g"� pl�8f° s I .��"�" �$e I � , 1 -- - 4-- - e --- — ----- — I - ---- ----------- e :��s� ------------t------------ - S 1 a noEwau ` s, wx FERGU50 ;ROAD 1 �I 1 1 - I e I F' T1I Z I 3 \ HALLS N SMRADE. INC 11�1, M'= D.RT.CT. II I II ___________________________ III_ Owner: 43,996 s.f. 9,368 s.f. --> 21.29% 5,730 s.f. --> 61.17% 3,638 s.f. --> 38.83% 9,368 s.f. -> 100.00% Legend Southlake 0 Grapevine itIi ..---- u1 q-"- m - . Key Map Scale: 1"=200' Lonesome Dove Holdings, Inc. c/o J. Michael Ferguson 62 Main Street, Suite 310 Colleyville, Texas 76034 Tel: 817-267-1008 Contact: 1. Michael Ferguson Engineer: Hamilton Duffy, P.C. 8241 Mid Cities Blvd., #100 North Richland Hills, TX 76182 Tel: 817-268-0408 Contact: Keith Hamilton Applicant: Hat Creek Development P.O. Box 92747 Southlake, Texas 76092 Phone: 817-991-8182 Contact: Kosse Maykus Planner: 19JUL 21 111=50' 0 50' SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 100' LOT 1, � 1 DDaN AMNTM DOG N. O]021 MIN D.R.T.GT. C VJ O(ncl) LLJ O 7Qw� J 0 � 0 U mJLdU) L0 = Cy ro W > Q �(n0 0<C)M J = Q 0_ U W N :2 0-) O(n� UCnWN 0 LLJ Q W J � 0— W Cn ~ r� W W > Q �(n0 OQOClO J = Q W U W N 0-)O (n r- e UCn W N w W d OZQwI— bn� J p U d m 0 (n J C� LLJ Co k N = w MW>Qn o U) 0 >CEB O = Q Q W CL U z 0 0 QT 1 U Q0 Y � � U O OJ U M LLJ NU')�U I ~ ~ �Q � imQc� ~>Q OJ 0 U W 0 U) W z 0 J 25.0' —31. �° Tree Conservation Analysis /1 / 1 �J 1 � 1 -( 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 U) I 1 N 1 I 0 1 1 0 1 1 ov II 11 LOT 1, BLOC4 1 COOK ADDITI( m I 11 DOC. NO. D2021 w 1 I D.R.T.C.T. � 1 1 1 I FLOWAGE EASEN/ 1 Existing Zoning: R-A DOC. NO. D2021( 1 �o U. poo P.R.T.C.T. 1 RL -[Ro udangA Low M4QANy 1 1 11 1 1 1 1 1 1 1 1 1 I 1 80' DRAINAC 1 I�DOC. NO. D2 P.R.T.0 Case No. ZA21-0053 I�er2uson Place W. W. Wallace Survey, Abstract No. 1606 Southlake, Tarrant County, Texas FURNISH AND INSTALLION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS. W N Y J) I.NjN z a W F J 0 1- m J U) J W (f)~ In = Y MULLJ j>a0 I-U)0 O Q 0 6 J = Q a c) W ON1 n U ON N C) J r 0 m U J U W U)~ W Of W > Q L r U) 0 0=0m 0 U W N 0) Y W N U Z a W H J r � W U) ~ N= W 0' M IJ> Q O H U)0 0 =0 CO O U z O H 0 0 a U � Y � � U M O � U - m F w H V N 9 U I HU)H I mda �> 0 U 0 O N W O J z 0 0 0 Q _ U � 7 2 O O U io U) I ~ V) YQ m a d W 0 > m C) w 0 O w z O J I I IS' SAN. SEW. ESMT. _DOC. NO. D202101150 P.R.T.C.T.' I P_B 045 ACRE IPEVINE TRACT" IRF w/CAP "AREA ZVEVING" (C.M.) . ' 1 LOT 1, BLOCK 1 �' COOK ADDITION 1 1 DOC. NO. D202101150 DRAINAGE AREA COMPUTATIONS BASIS: 0 - CIA (Rational Method) 0 - Storm discharge (cubic feet per second) C - runoff coefficient, based on land use I - overage rainfall intensity for time of concentration (inches per hour) (per Technical Paper No. 40) A - area contributing runoff (acres) RUNOFF COEFFICIENT: C - 0.30 Undeveloped Tracts C - 0.50 Single Family Zoning Districts C - 0.80 Business STORM FREQUENCY: 5 Years - Enclosed Pipe System 100 Years - Combined Enclosed Pipe System • Street • R.O.W. TIME OF CONCENTRATION: Combination of inlet time and time of flow in the drain being the time for water to flow over the surface of the ground to the storm drain inlet (onsite • offsite, if applicable) MINIMUM INLET TIME OF CONCENTRATION: Undeveloped, Pork Areas 20 minutes Residential, Single Family 15 minutes Commercial, Business 10 minutes w 1 A 1 D.R.T.C.T. C�' 1 1 DOC. NO.FLOWAGE D202101EASEME�150 1 1 P.R.T.C.T. 1 1 1 1 1 1 I 1 2" IRF AP "AREAI 80' DRAINAGE ESMT, SURVEYING" (C.M.) /OOC. N0. D202101150 P,R,T,C.T.' 1 11 1 1 11 \ 1 1 F _\-20' —U.E. --- — I \ DOC. NO. D202101150 ( 1 � 1 P.R.T.C.T.' / /41./ tT I I / \ 80' DRAINAGE ESMT, 1 \ iDOC. NO. D202101150 1 \\ P.R.T.C.T.' / / I 10' U.E. 1 DOC. NO. D202101150J P.R.T,C.T.' 1 1/2" IRF w/CAP "AREA SURVEYING" BEARS N 46'26' E-0.76' — — — — — — — I I^ I N � I N nj v I o 0 I� I I1/2" IRF w/CAP "AREA �URVEYING" (C.M.) I 10 ' U.E. � DOC. NO. D202101150- P.R.T.C.T.' I SCALE 1'' = 100' 0 50 100 200 LEGEND EXISTING ELEVATION CONTOUR " 5 70 .., PROPOSED ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE PRE —DEVELOPED SITE DRAINAGE DATA MARK AREA C Tc Is 1100 Os 0100 COMMENTS (AC) (MIN. ) ( IN/HRH ( IN/HRH (CFS) (CFS) Al 2.54 0.50 15 5.6 9.6 7.1 12.2 TO AREA A2 A2 8.44 0.30 15 5.6 9.6 14.2 24.3 TO EAST (FLOWAGE EASEMENT) A3 2.77 0.80 10 6.6 11.6 14.6 25.7 TO AREA A2 B1 0.80 0.50 15 5.6 9.6 2.2 3.8 TO AREA A2 WE z U) Q x '_j 1� LLJ LLJ z Q LU O_ _/'�z L_L U zw^ D I _ O U) � z LL O LUO U LL— ~ LLJ � U W LLJ z_ Q W W 3 z z � w C,> N O />' 00 Z Q Q 0 W M � LLJ a Z ly�O� 00 %d' j Wo_-- LLJ V) O Lu C):� WwmO M� ?zam C:)81-:8 Q = LI_ o Z O � Woza M = �oW = M w Y CID �O O N 2 2 2 O O W I O N \ i i N to Q QT Y Y Y I 0 _ cr LU ti a 2 W p N Z W 3 LU CYt x LU � Z ~ r m 9 T SHEET C1.01A FURNISH AND INSTALLION MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS. W N Y J)1.NjN z a W F J 0 r 0 m J U) J W (n In = Y M w > a 0 �U)0 O Q 0 6 J = Q a o W ON1 n U ON N C) J r 0 m�U) JU W U)~ W Of W > Q L r U) 0 0=0m 0_ U W N 0) Y Wr N U Z a W H J r � W U) ~ N= W 1Y Mw>QO H U)0 0=0DO O U z 0 0 0 Q 2 U � 7 2 O O U io (NFU I ~ V) YQ I DO a d W 0 > m C) w 0 O Ld w z 0 J INLET CAPACITY CALCULATIONS CURB/DROP OPENING INLET IN SUMP: O/L - 3.OY 3/2 Where- 0 - Storm Drainage Discharge (cfs) L - Length of Inlet Opening (ft) Y - (Depth of flow at Opening) (ft) For 10' Curb Inlet in sump at 6" curb depth: 10" Depth (Inlet Throat): Ocop - 22.8 cfs For 15' Curb Inlet in sump at 6" curb depth: 10" Depth (Inlet Throat): Ocop - 34.2 cfs CURB OPENING INLET ON GRADE: Less thon 21 grade - 1 cfs/ft opening 2/. to 3.5% grade - 0.67 cfs/ft opening greoter thon 3.57 - 0.5 cfs/ft opening I I IS' SAN. SEW. ESMT. _DOC. NO. D202101150 P.R.T.C.T.' I P-B 045 ACRE IPEVINE TRACT" IRF w/CAP "AREA ZVEYING" (C.M.) . ' 1 LOT 1, BLOCK 1 �' COOK ADDITION 1 1 DOC. NO. D202101150 DRAINAGE AREA COMPUTATIONS BASIS: Q - CIA (Rational Method) Q - Storm discharge (cubic feet per second) C - runoff coefficient, based on land use I - overage rainfall intensity for time of concentration (inches per hour) (per Technical Paper No. 40) A - area contributing runoff (acres) RUNOFF COEFFICIENT: C - 0.30 Undeveloped Tracts C - 0.50 Single Family Zoning Districts C - 0.80 Business STORM FREQUENCY: 5 Years - Enclosed Pipe System 100 Years - Combined Enclosed Pipe System • Street • R.O.W. TIME OF CONCENTRATION: Combination of inlet time and time of flow in the drain being the time for water to flow over the surface of the ground to the storm drain inlet (onsite • offsite, if applicable) MINIMUM INLET TIME OF CONCENTRATION: Undeveloped, Pork Areas 20 minutes Residential, Single Family 15 minutes Commercial, Business 10 minutes w 1 1 D.R.T.C.T. A DOC. NO.FLOWAGE D202101N150 1 1 1 1 P.R.T.C.T. 1 1 1 1 I 1 2" IRF w/CAP "AREAI 80' DRAINAGE ESMT, SURVEYING" (C.M.) /OOC. N0. D202101150 P,R,T,C.T.' 1 11 1 1 11 \ 1 1 F -\-20' -U.E. --- - I \ DOC. NO. D202101150 ( � 1 1 P.R.T.C.T.' /41./ tT I I / 1 \ 80' DRAINAGE ESMT, \ _DOC. NO..202,011, 1 \\ P.R.T.C.T.' / I 10• U.E. 1 DOC. NO, D202101150J P.R.T,C.T.• 1 1/2" IRF w/CAP "AREA SURVEYING" BEARS N 46.26' E-0.76' - - - - - - - - I ST I NG POND 10 10 U.E. I '� N �O DOC. NO. D202101150- Imo P.R.T.C.T. Io^ I I I� I1/2" IRF w/CAP "AREA I - �URVEYING" (C.M.) NT )DO - _ - - - _ I I I I I I I I I I DEVELOPED SITE DRAINAGE DATA MARK AREA C Tc 15 1100 05 0100 COMMENTS ( AC ) ( M I N. ) ( I N/HR) ( I N/HR) (CFS) (CFS) Al 3.41 0.50 15 5.6 9.6 9.5 16.4 A2 2.50 0.50 15 5.6 9.6 7.0 12.0 A3 2.85 0.80 10 6.6 11.6 15.0 26.4 A4 0.28 0.50 15 5.6 9.6 0.8 1.3 A5 1.09 0.50 15 5.6 9.6 3.1 5.2 A6 0.62 0.50 15 5.6 9.6 1.7 3.0 A7 1.39 0.50 15 5.6 9.6 3.9 6.7 A8 0.75 0.50 15 5.6 9.6 2.1 3.6 A9 0.86 0.50 15 5.6 9.6 2.4 4.1 131 0.80 0.50 15 5.6 9.6 2.2 3.8 STORM DRAIN SYSTEM DESIGN CRITERIA & CALCULATIONS MINIMUM INLETS SIZE IS 5 FEET. MAXIMUM VELOCITY IN PIPE IS 12 FEET PER SECOND. MAXIMUM VELOCITY IN EARTHEN CHANNELS IS 6 FEET PER SECOND. HYDRAULIC SECTIONS: Use Mannings Formula with: n - 0.035 Earth Channels and Ditches n - 0.015 Concrete Pavement and Culverts n - 0.013 Concrete Conduits STREET CAPACITY (MIN SLOPE OF 0.50Z) 31' B-B W/ 6" CURB AND 2Z STRAIGHT CROWN: Q(STREET) = 289=So"5 = 289(0.005)0'5 = 20.5 CFS Q(R.O.W.) = 498-SO.5 = 498(0.005P-5 = 35.2 CFS STREET CAPACITY (SLOPE OF 1"00%) 31' B-B W/ 6" CURB AND 2X STRAIGHT CROWN: Q(STREET) = 289-S0"5 = 289(0.010) 0'S = 28.9 CFS Q(R.O.W.) = 498-SO.5 = 498(0.010)0-5 = 49.8 CFS SCALE 1'' = 100' 0 50 100 200 LEGEND EXISTING ELEVATION CONTOUR " 5 70..., PROPOSED ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE DETENTION IS NOT BEING PROPOSED. ALL FLOWS ARE BEING DIRECTED TO ARMY CORPS OF ENGINEERS FLOWAGE EASEMENT. 50' RIGHT-OF-WAY 30'F-F CONCRETE STREET I 15' I I I 0.2' 6" CURB 6" CURB i 2/. STRAIGHT SLOPE CROWN TYPICAL i 30' WIDE PAVEMENT SECTION i N.T.S. STREET CAPACITY N (CONCRETE) = 0.015 AREA = 7.50 SO. FT. WETTED PERIMETER = 31.0 FT RH = A/PW = 0.242 FT o.5 Q (MANNING'S EQUATION) = 289=S R.O.W. CAPACITY N (CONCRETE) - 0.015 N (GRASS) - 0.035 N(COMPOSITE) - 0.021 AREA - 15.5 SQ. FT. WETTED PERIMETER - 51.0 FT RH - 0.304 FT 0.5 Q (MANNING'S EQUATION) - 498-S WE z U) Q x 1� Lu LLJ z Q Lei 0 -J L_L U zw^ D I _ O U) 0 z LL 0 LU0 U LL_ LLJ U W Q LL Q /LL z_ W j Z W O W W 3 z Z � w >- C,> N O 00 Z Q Q SOLLJ W M M a Z ly�O� 00 %d' j Wa-- LLJ O 0f ?zam O U W n Q = I: LI_ o Z O Lo Woza _ Q W = ma w Y 0 U C 0 0 s 3 3 00 0 Ca 10 1b W Z 0 x a CD �O O N 2 2 2 O O W I O N \ i i N to Q QT Y Y Y I 0 _ LU ti a 2 W p N Z W 3 LU V x LU LU z I r m a 9 .a SHEET C1.01B MATERIALS AND METHODS SHALL BE PER NORTH CENTRAL ANY DISCREPANCIES BETWEEN THESE NOTES AND CITY GENERAL NOTES, CITY W TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) AND IN STRICT ACCORDANCE SPECIFICATIONS OR STANDARD DETAILS SHALL BE WHICHEVER IS MORE RESTRICTIVE 0CN WITH THE CITY OF GRAPEVINE'S STANDARD DETAILS. As DETERMINED BY THE CITY INSPECTOR. Z X 1� O MH \�F X - SCALE 1" 60' Q W o L, CITY OF SOUTHLAKE AND GRAPEVINE WILL ENTER INTO INTERLOCAL AGREEMENT // 0 N J TO SERVE THE LOTS THAT RESIDE IN THE CITY OF SOUTHLAKE AS ALL WATER/SEWER �\� // 1g� A�E 1 / 6� UND C.M.) 0 30 60 20 a J U N o 0 INFRASTRUCTURE BELONGS TO CITY OF GRAPEVINE. " F W o �? �H / B. 1 " 1 Z a � L 3 o 3 Z Q EXISTING 8" g/ 3.045 ACRE 5 49.s'00 / PERF 1 N I Q SANITARY SEWER LINE / 1A2 /CAP "AREA Su VEYING" (C.M.) ::: CRITICAL ::: Z w o O / LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE00 w c�1 \�Pe ��Pe � / ��\� R 0. / 1 1 AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING W N C, rn o z ? o\QO��\�0`'� ` , `�; / �\ �`� PROPOSED H I UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE U W m ;b Uw�N I o // O�� R\Pg� ��� // FSANITARY THE COMMENCEMENT OF ANY FURNISH AND INSTALLION. Z 0 Q w� z / MH SEWER LINE 1 J _ o En J (n J L�J (n C`---$$------------------------- ss - CONC CONc - - 'CON / / / 1 1 > w 2 o d - '� Q ASPH F `� 1 1 UTILITY RELOCATION NOTE: N �° w > Q w z o� 50.0' ASPH 9? /� EXISTING 6 " ' cp O O p Z _ 2" STEEL WATER LINE 1 1 IF ANY EXISTING UTILITY POLES. POWER POLES. = Q I W _ W Tf AN H / / o 1 GUY WIRES. TELEPHONE UT IL I TES. ETC. ARE FOUND �-% 18" RCP ig•' RC 32" PECoAN�Brc 9 ' AT 1v F 6.88'/ 0 I / TO BE IN CONFLICT WITH THESE FURNISH AND I NSTALL I ON PLANS, PROPOSED 10A' U.E. O LOT 1 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE Z coNc FIRE HYDRANT DOC. NO. D204071257 _ 1 P.R. T.C.T. I COOK UTILITY COMPANY AND COORDINATE THE RELOCATION OF z - 0�co O - - - - - - -------- - 30 BUILDING LINE cJ� 1 ¢ Ii0 / _ _ - 2 m 1 1 DOC. NO ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). Q I X�� �wN ~� a P° LOT 1 LOT 2 LOT 3 �15" PiN 5' u.. DOC. NO. D207135744 U 1 1 D. Q O -\ Y$ 00 0� "w�� YaLn WZ�'U �ONU Uw- . do / BLOCK 1 X= 7"+ "ELM / • " PROPOSED PROPOSED 8 PROPOSED 8" 1 U I ALL EXCAVATION TRENCHING AND SHORING OPERATIONS SHALL COMPLY z (� �L F>F4r mo7A OJ�NU '� ELM DRENNAN ADDITION " WATER LINE SANITARY SEWER LINE FLO` WITH THE REOUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA. 1 ""CONST. Q O J � mwQ� ''11 L 21" ELM 10"+5" HACryBERRY 1 DOC. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. LLJ N O J zz H zz 0 LLJ a0 d - DOC. NO. D2 7135744 / I '+2x5" HACKBERRY �_ 1 PG. 128-137. AND ANY AMENDMENTS THERETO. 1 O(n � O V) O �i 0 z w Q O m 0 O 0- 1 P.R.T. C. T. METAL / 4" KBERRY U W Lj N Q 0 0 m 00 5' U.E. sHE/ O Q W D � m DOC. N. D207135744 / �- J R.T.C.T. I 3 I , I 1 GENERAL NOTES FOR WATER IMPROVEMENTS Q mo�o� � J co // I� 89 29'11 ' E 202 29' 25' REAR 5ETBACK I �\ I 1 Q I� w � - - __1 I - - -5/9- I I w _ > Q � � W Q II�� - - - - 67' 65 71' 144' I \ 1 W L�J w F cn o z ' _J 0.141 ACRE co o> ~ z 25' REAR SETBACK ��ID1=S€T�A -1' _ I 1 CONTRACTOR SHALL ADHERE TO THESE NOTES AND ALL CITY GENERAL NOTES. CITY z U ~ W OQom J= Q O TAD TUBBS& w.Z o O -- - ------------- - I I // /I ___>- x - - 1 SPECS. AND CITY STANDARD DETAILS. ANY DISCREPANCIES BETWEEN THESE NOTES Q W J ELLENA MARLETT Ir Q a DOC. NO. D217116042 > M a o O_ I I I / I I 1 24 12 26 I 25 u I \ m \ I 4 H 1 2 IRF OR ANY CITY NOTES/GUIDELINES SHALL BE DETERMINED TO BE WHICHEVER IS MORE O _ J z a D.R.T.C.T, aN ID ,cn 1 23 I I ell I \\ I S RVEYINC RESTRICTIVE AS DETERMINED BY CITY INSPECTOR. W CL of o DEBBIE EDGINGTON c� a o DOC. NO. D220241618 N I i 1 rG I I .fhb I w I I \ I 1 U W Q Ld d Y��"�� D.R.T.C.T. I 1 I I I I\ „�Q�`h'Y I \ gl �\ 1 2. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD z af &o o I 11� �� I I �6� / i Lo I \ -ice - 1 C900 DR-18. PIPE COLOR CODED BLUE OUTSIDE FOR WATER LINE. WITH NSF W 0 z w r- z LOT 4, BLOCK 1 0 EASEMENT TO BE �/ - I �zr / 2% 1 _ _ _J _ _ _ �, _ _ SEAL . PRESSURE TESTED AND DISINFECTED I N ACCORDANCE WITH THE NCTCOG CL � Q Y W N U _1 z B & G PROPERTIES ABANDONED DOC. N0. D214040297 F�ON I PROPOSED 8 Q 0`� 'm 1 STD. SPECS. WATER MAINS TO HAVE A M 1 N I MUM OF 42" COVER TO TOP OF C� U U O LLJ w J z Q p - N 30' PRIVA E ROADWAY EASEMENT P.R.T.C.T. VOL. 2727, PG. 167 & N 3 gP WATER LINE / EC S �' I �, I I 1 PIPE AS MEASURED FROM THE TOP OF P 1 PE TO THE EX 1 ST I NG GROUND OR z W LL U m _I cn - �m PG. 120 D.R.T.C.T. VOL. 3o�/Bi PROPOSED 8 I- �' I o I PROPOSED FINISHED GRADE. WHICHEVER IS GREATER. WATER MAIN IN O W O N J w cn - - - - - - -"IRFIN GRAVEL ROAD °54' 2" IRF SANITARY SEWER LINE .',0 I TTv I LOT 29A �� SHADYBROOK DRIVE TO HAVE A MINIMUM OF 72 COVER TO TOP OF PIPE ASw z w > Q � (n O I 31.5' CITY OF SOUTHLAKE EARS S 11 E-0.58' CITY OF GRAPEVINE 134' 134' r77T/T� 1111-T/777717?/T/T/77 ter, _ - - - - - - - - - - - - -_ _ /// //.�'////////////// /� - - - _ 708� _ I- - M �i5' - 1 COMMON AREA MEASURED FROM THE TOP OF PIPE TO THE EXISTING GROUND SERVICE LINE W Q O o - -1 - - - - - - - H'�%v MH �__ _ - - - - �= _ _ r - - - - - -1 1 CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAINLESS STEEL TUBE - v a a1_ m I- I 2 a MH - - 2g a 1 I ---_ LOT LINERS. ° I- I co II W W � PROPOSED 8" Ln �i L1 + / I I w LOT Zsx 1 Ln 1 � PROPOSED 8" h LOT 1, BLOCK 1 3. ALL WATER METERS SHALL BE INSTALLED BY CITY PERSONNEL. `� W PROPOSED o " o w w PROPOSED WATER LINE o so' " COMMON AREA Q WATER ILu L I NE I \ Q FIRE HYDRANT o LL - M FIRE HYDRANT R.O.W. LOT L _ _ _ _ _ _ _ _ _ I \\ FERGUSON ADDITION 4. ALL WATER LINES TO BE ENCASED IN SAND. UNLESS SPECIFIED OTHERWISE z 0 _ _ _ _ -J M 15'SID SETBACK 15'SIDESETBACK �� 15'SIDESETBACK N \ DOC. N0. D204071257 AND DETAILED. BACKFILL SHALL BE SELECT MATERIAL COMPACTED TO 95% 0 \ P.R.T.C.T. STANDARD PROCTOR DENSITY. o z o PROPOSED EXISTING 8" MH L o LL CD MH MH \ F IRE HYDRANT 5. ALL SERVICES TO METER TO BE 1 " DIAMETER. TYPE K COPPER AS SPECIFIED WATER LINE IN ASTM B88 UNLESS NOTED OTHERWISE. = O 0 I CI SOUTHLAKE CITY OF GRAPEVINE 75' O.B. 75' Y 15' SIDE SETBACK - 4 _15' SID SETS; CK -� - - - c FLOWAGE EASEMENT DOC. N0. D204071257 P.R.T.C.T. 6. UTILITY CONTRACTOR TO FURNISH AND INSTALL WATER METER BOXES AFTER 3 W •• U m L.LJ � � 30' FR T SETBACK 1Y030 ACRES' I I I c 30'FRONTSETBACK �a I I I I H I I / � I TO BE ABANDONED THE PAVING CONTRACTOR HAS BEEN COMPLETED. W�3z v} O � cl - J ~ - o fUTHLAKETRACT" ------ I------- " IRF I I 1 ___ I I r------ I wO I 16z=N I I 19 18 1 I 17 I 7. ALL FIRE HYDRANT ASSEMBLIES TO BE EQUIPPED WITH A 6" GATE VALVE AND I c o 1 20 22 1 1 8 l �� la I I I „ PROPOSED 8 �' z o z N a 0O LaJ M Q I r I W f- Lu 1 I �N 1 BOX. ALL VALVES AND FIRE HYDRANTS TO BE PER CITY SPECIFICATIONS. o W Q O UtNN m 01 I PROPOSED 8 i I 1 1 SANITARY SEWER LINE Z o o0 > m 1 0 i I En 1 I I L -SANITARY SEWER LINE I I � 11 - _ _ _ _ _ _ _ 1 F-I_ _ _ _ _ _ J I 1 1 - - T1I� - - ------- I L ----- -� - - - - - - - - - - 8. ANY WATER VALVES LOCATED WITHIN PAVEMENT AREAS SHALL BE ADJUSTED o So W � W w L` � z - z CD �0U 0 25' REAR SETBACK I I-----� --- -- --I - I 15 �- I I I 8 I TO FINAL GRADE BY THE PAVING CONTRACTOR. J> Nw�� W z w 84--�5'-- ----- -- -- ko I 0Y WWW� = � O 31.5' 1"IPF 89 27'50" W 455.14' ► I 1i I 9 ALL PROPOSED WATER LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS. Al 0 ? o o cn S FENCE POST I I I I ALL LINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 6" OF L.L. o Z �a- � z 250 I I I L 11 _ _ _1 _ _ _ BACKFILL REPLACED WITH CRUSHED STONE INCLUDING SERVICES. Ln o W = o _It�-� F-- ~�9a m LJ I ---- 10 WATER LINES WILL BE INSTALLED AS SHOWN ON THE PLANS. HOWEVER. FIELD Y o o x L >- L 14 1 �i 9 \ ADJUSTMENTS APPROVED BY THE INSPECTOR OR ENGINEER MAY BE MADE TO or z I \ LESSEN DAMAGE TO THE ROAD PAVEMENT OR WHEN OTHER UTILITY LOCATIONS. N cli � I oo PROPOSED 8 11� `° \ I �\ TREES. OR STRUCTURES WARRANT SUCH AN ADJUSTMENT. o Q o rn Y ]G Y I cn z z -I WATER LINE \ L- �4-------� '` a Ir - 0 ``z o o0 11. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN STRICT W a Lu z PROPOSED 8" SANITARY SEWER LINE s \\�� ACCORDANCE WITH THESE PLANS, THE RULES. REGULATIONS. POLICIES AND Lu 3 X `) �1 13 1 PROCEDURES OF THE CITY OF GRAPEVINE. o a o Z Ld �U) Lp N la PROPOSED �� \ 12. ALL PVC PIPE AND APPURTENANCES (FITTINGS.VALVES, NIPPLES. ETC.) 3" I° FIRE HYDRANT �� - - - \ - DIA. AND SMALLER SHALL BE FURNISH AND INSTALLED AS SHOWN.Ld: 41 a Z I J LiJ l � _ _ -lei'- � - -1�' _ _ - - a UI � - - 1 13. ALL WATER LINE JOINTS SHALL BE CONNECTED USING MEGALUGS. } I 1 12 11 � Ir JI JI 11 O� O: I 1 Rso ^ 1 I ^ m MH , GENERAL NOTES FOR SANITARY SEWER - - - - - - - --------------- ----------------------�- - NO. D207223753 y; L�--------- I W W P.R.T.C.T. I------J 2" STEEL 15' SIDE SETBACK ` 189, 1. CONTRACTOR SHALL ADHERE TO THESE NOTES AND ALL CITY GENERAL NOTES. CITY C� - --------- - - 10' U,E. ----�-- \ S „ - -- j- - - - - - - - - - - - - - - 89" 8' W 674.32 SPECS. AND CITY STANDARD DETAILS. ANY DISCREPANCIES BETWEEN THESE OR ANY CITY NOTES/GUIDELINES SHALL BE DETERMINED TO BE WHICHEVER IS NOTES MORE ss ss I DOC. NO. D201207812 P.R.T.C.T.' I I \ ( 011e 674.60) FLOWAGE EASEMENT RESTRICTIVE AS DETERMINED BY CITY INSPECTOR. LOT 4, BLOCK 1 \ CAB. A, SLIDE 6900 -------------------- --�--- ----------------------------------------- VE PARK ESTATES I 10' U.E. I I \ P.R.T.C.T. 2. ALL PROPOSED SANITARY SEWER PIPE SHALL BE PVC SDR-35. ;. NO. D207223753 I DOC. N0D753 I I 1 j P.R.T.C.T. P.R.T.C.T. I LOT 10 LOT 11 \ 3. WHEN A PROPOSED SEWER LINE CROSSES AN EXISTING WATER LINE. THE z: Z� z: WTR. Zi 1 D.E. I I I I 1O.N CONTRACTOR SHALL INSTALL ONE 20 FOOT JOINT OF DR-18 (C-900) ON THE AT LOT LINE DOC. . D207223753 I DOC. N0. D201207812 P.R.T.C.T.' - - - - - - BLOCK 1 - _ _ SEWERR LINE. CENTERED ON THE WATER LINE, USING SDR-26 TO C-900 _J: j _Ji P.R.T.C.T. I I - - - - - - CANNON HOMESTE D ADAPTORS. NO SPECIAL PAY WILL BE PERMITTED FOR THIS ITEM. o� U' �: LOT 5, BLOCK 1 I I I I CA A, SLIDE 690 LOT 18 P.R. T.C.T. 4. ALL PROPOSED SEWER LINES NES ARE TO BE LOCATED AS SHOWN ON THE PLANS. a N DOVE PARK ESTAT I I I ALL LINES LOCATED WITHIN AREAS OF PAVEMENT SHALL HAVE THE TOP 6 OF > ROF AT DOC. NO. D207223 3 I DOC. I BACKFILL REPLACED WITH CRUSHED STONE INCLUDING SERVICES.ui CENTERLINE P.R.T.C.T. I I I 5. ALL SEWER LINES SHALL BE INSTALLED PER CITY OF GRAPEVINE STANDARDS. Z II LOT 9 LOT 12 LOT 17 SHEET TYPICAL LOT SERVICE CONNECTIONS I I LOT 6. ALL WATER MAIN CLEARANCE FOR PARALLEL SANITARY SEWER MAIN SHALL BE A MINIMUM SEPARATION OF 3 FEET VERTICAL AND 9 FEET HORIZONTAL. N.T.S. I I II C1.02