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HomeMy WebLinkAboutWTR2703019.350 0 50 100 SCALE IN FEET AS z J 00 N cn 0 i 00 N w 7E Q z w t1 o 0 0 N z F W SITE DEVELOPMENT PLAN PROVIDED BY HUGH G. GOLDSMITH & ASSOCIATES, INC. DI V. 1 11-23- 5 20R ONSITE ESMTS. R's LAT OO F MTE FF=N C= [RANCH SW 11-23-5 WATER DISTRICT NO. 90 APPROVED CONSTRUCTION DRAWINGS: DATE I II I` Z I I 01111 30 29 28 27 26 25 24 23 22 21 20 1, I 18 17 16 �1 i I i U d d 0 0 III S d00 CO N� - x X X —X Q Q o w X X o 0 \ 30' INGRESS,EGRESS,DRAINAGE- & UTILITY ESMT. Q Ld N Q 24 23 17 16 10 �� 4 3 LOT A �, - 30' 18 11 j 9 �g II 25 IN P VING 1-2" TD. BO ASSY. 1-2" 4TD. BO ASSY. 1-2" STD. BO ASSY. 42' 42° 1-2 TD. BO ASSY. ( ) (IN PAVING) (IN RAVING) (IN PAVING) TRACT "Ell a / (ACCESS) LII N w 15' PERM. ESMT. I 26 22 19 * 15 12 / I 8 5 O — I — 2-70 V II 106 U I � I II I V ' II I o� �' II o, 8'-12"DI \ WZ \ V 1 II7 "ZW W 6 \ 00 1 II14Z 21 1-8x 4" TEE:MJxF128, -12 2D.5I I LNI 30' 27 20 13�1-4" GV: FLxMJ -S/aMVO STD 1—x TEE:MJxFL I FH ASSY. 2-8" G:FLxMJ 1-5I/4MVO STD. --1 1-AIR VAC--7 1-8" ADAPT: FLxMJ 11 I FH ASSY. I I o SHAD W AVE NE _ I ---- -- — --- — ---/i 8' — II I =� 5 CD W 103 -8 DI I 297 -8 DI 53 -8 DI 244 -8 DI 196 -8 DI N85'-8"DI, 52'-8"DI 1 -- - - - - Z -- ---- ------ -- -- - --�- ----- -SAN. SWR.- - - - - ----- --- ------'------ ----- - - "� 11 - - - - - - - - - - - - - - - - - - - - I �- - - - - - - — — — — — — — — — — — — - - — 5' \ _ — --— 1=--- --- I --- --- I—=-- --- --- --- 1-=— I-- I = -- U ,> L10' PLAT UTILITY STRM. (TYP) 1-8"x 4" TEE: M xFL 1-8 x 4 TEE: M xFi_ ( ) 1-8"x 4" TEE: M xFL 1-8" GV: FLxMJ ESMT. TYP 1-8GV: FLxMJ 1-8" GV: FLxMJ I — 1-8" ADAPT: FL MJ 1-8 ADAPT: FL MJ 1-8" ADAPT: FLx J I 21 121' 28 29 " GV: 31 32 33 1-4GV: 39 1-4" GV: 35 36 37 " I 1-4I l I I 73 �► 34 J o I 30 38 I ao I -- 10' PLAT UTILITY 74 i I-ESMT. (TYP) = I i oz I `� I ZL D ' 187-12"m DI ��I _ �i Q Lu io z I IT IT . TRACT "H„ i 50 49 48 47 46 45 44 43 42 40 I ji I (ACCESS) ~ N \\ 41 cn � \\ 15' PERM. ESMT. x W L0 1-8"x 6" TE : FLxFL I z II 72 1-8" GV: FLxIIAJ II I \�`J - - 2.5 I� 0 1-8 ADAPT: FLxMJ I II j— ROSA IO PL NE 1-51/4" MVO STD. FH ASSY. I II I 12"sD _ I 7.5 -12 DI ,> -- 8 - I - - - - -- -- 481 414'- "D'-8"D1- --- - - --- N II 1 8 x 8" TEE: FLxFL W� I 2-8 GV: FLxMJ I J —I- — — ------ — —�- -- -- - --- II I 30' -SAN. SR-�r----- 1-8" ADAPT: FLxMJ V-SAN. SWR------- — -- N—Z r�- 71 I — — — — — — I TRACT A � U 10' PLAT UTILITY STRM. (TYP) 1 (DETENTION POND) I 1 l f ESMT. (TYP) o I (NO WATER SERVICE) ( Ir 3: I I "o I 58 59 60 61 62 63 64 65 66 67 68 1 69 I N II 70 II I X o i t I Iw _' 2-8" MJ SLEEVES II I j 0 42' 42 II V � cuYf1 [ �1, -_- — 8'-8"DI - - I /; II cn X 9 �, it Qo 11 D 0 D I z0'I 1201' ❑ � TRACT „A„ I II 0] DM�O D L I oLu cn 15 14 13 12 11 10 9 8 7 6 5 4 2 1 I m O X — o II 0 ROSARIO AVE N ___ i „ aCI°~ __-------- Io CD win I II N Ii REVISED TO INDICATE CONSTRUCTION RECORDS FIELD REP: DENNIS KOHL REVISED BY: BACH NGUYEN DATE: SEPTEMBER 26, 2003 CONTRACTOR: PLATS PLUS 4"D.I. PIPE: 597 L.F. CL52/ U.S. PIPE 8"D.I. PIPE: 2439 L.F. CL52/ U.S. PIPE 12"D.I. PIPE: 330.5 L.F. CL52/ U.S. PIPE F.HYDRANTS: M & H GATE VALVES: KENNEDY FITTINGS: TYLER ORIGINAL DRAWINGS: SHEET 3-5 NOT A PART OF CRD SET. ' SCANNED MAR4 I i 2-12" 45'VERT. BENDS: MJxMJ ROTATED HORIZ. 45` (REST. JOINT) I•-- U) M� W T. 70 �W �/ ) —1-12"x 8" TEE: FLxFL 1-12" GV: FLxMJ 1-12" ADAPT: FLxMJ 1-8" GV: FLxMJ WM INSTALLED NEW WATER SERVICE ON EX. WATER METER II I 94 iII 11 2-12" 45"VERT. BENDS: MJxMJ u ROTATED HORIZ. 45° 11 (REST. JOINT) II I 68 �I N O U- O J 0 00 a- _ U cn N 0 0 Q t a✓ W m 0 U o 0 J w rn z C 0 Y _ L j Q N c i �; (00 °O i o ) U Z W ca m LL ao o J LL o QD � o Lu mc o L0 II O W N (A o w � (A I > T® V) O Z 0 � Z � I— Z I— � Q D U X Z Q W UUQ= � Z V Q Z W W Q LWLI I— > Q Q 2 CRD SHEET 2 OF 2 BASE ,MAP D-3 SHEET 2 OF 5 DRAWING D 3.016 'd 4->; W