Loading...
S-2003-1.13V S ' z a P J SEE SHEET 5 ",'-SEE MAL RA — - - -_ rn _ — ----- - - - - -- _- __- _ - - - - -- - --- -� ST. STA 21 +29.99 _ .._. < m _ + 0_ 0 WATER LINE "K" 1 +59.68 WATER LINE WU6 \ _ / 1 +4 WATER LINE N� 201 P. L. WATER IN E °K" LLJ cc O .54 COTE ro V 100 �-- - - - - - - -- - -- _ 28.17 INV 29.12 IN - . o c o F T WYE 101 0 o so - - - -- i IFLAT�T. - - - .60 COQ 0- __� .20 INV M o o� + I + c 00 M 7 I N LOT N M N N 1 ®® �^ 4 �� 20' LO /LOT 23 ®® II ®® i IiiiiiaZr... -- SCALE: 1"=20' R E V I S I O N S W. DATE DESCf#T10N App. 1 1 4/3/03 REVISED SEWER LATERAL GRADES LOTS 23 & 24, REVISED COURSE DATA 6/17/03 REVISED ADDRESSES 0 46 Q I 1 \ TL__ III z z > J T? W Iin NOS wIk iN w IN BLI� � J N AY� X •. OFF -SE ' T PLAN � Z LL w I \ 11 ICO 07 W T _R E UNEJ ' K" I X, EMP j p� Q ON ESC I TO X. g "W ! I I I I I I I I 351 I 140' I � I 20' II �I I I Ill 1 r I � N ST. ST i STA.10 +9 /jY,ET��9 4+ X12'0 r �r I STA.TO +O BEG. PIPE G /INV. =20.76 57< �' w _ _ 5.15 7 IN' P ST. S � ST. STA. 1 JOIN EX. 1 SEE WATERLINE PROFILE ABOVE WATER rjATA SEWER DATA COURSE DATA ❑ BEARING LENGTH 100 N45'49'20 "E 40.46' 101 NOO'19'26 "E 1 116.61' COURSE DATA ❑ BEARING LENGTH 200 N45'49'20 "E 58.33' 201 N45'49'20 "E 56.65' 202 N00- 19'26"E 6715' 203 N00'1 9'26 "E 47.72' 204 N44'40'34 "W 56.47' 205 N44'40'34 "W 52.40' 206 NDO- 19'2CE— 19.62' 207 N00- 19'26 "E 65.99' 208 N8 9'40'34 "W 2768' 209 N89'40'34 "W 8.00' 430 PREPAREZUND TH I GREGORY R. E 1A I LOT 5 I ®® 4jI � 3.25 COTG I 3 . i tiQ LU - -- �D PE PAL FLAT IYE \ :E WATERLINE 20FILE ABOVE V 0.86 IN A \� e up WYE COTG - - - - - - -- 0 INV/ y 23.17 INV _ FLAT CORTE MALTERA SEE SHEET 4 HUITT-ZOLIARS HWtt Zolers, Inc. anbe, 3uj9e 200, Irvine, CA 92602 (714) 734 -5100 / r iSIPA OF 39478 12 -31 -05 y ' R.C.E. EXPIRES DATE /O QROf ESSlpy9<1 R. C� F No 39478 m Expiration * 12 -31 -05 Jl CIVIL �P qlF CF CAL \F P. E SEAL I SCALE: 1"=20' 0 I - -r L'OT `R 1 97%9 26.77 -INV; 32.89 COTG k�l - _9_INV P. i J a m r II I I Iz I . o I' II' N l j 0 LW - 1. 7•I � I 1 � I 0 351 40 �I I 20' WATER 60 INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) 64 CONSTRUCT THRUST BLOCK PER MCWD STD DWG 12 66 INSTALL 8" PUSH -ON D.I. 45 DEGREE BEND 6 INSTALL 8" R.S. GATE VALVE (PUSH -ON x FLG) PER MCWD STD DWG NO 14A 68 CONSTRUCT 2" COPPER SERVICE ASSEMBLY & 2 "METER PER MESA CONSOLIDATED WATER DISTRICT STD. DWGS. NO. 2, 3 & 23 (IRRIGATION) (70 GPM) ® INSTALL 1" COPPER SERVICE ASSEMBLY PER MCWD STD DWG NO 1 &3 WITH 1" METER & BOX (38 GPM) WATER TO BE BUILT PER SHEET 5 OF 6 OF OFFSITE IMP, PLANS AO INSTALL STD 8" TAPPING SLEEVE & 8" R.S. GATE VALVE (FLG. x PUSH -ON) PER MCWD STD DWG No. 6 OB CONSTRUCT THRUST BLOCK PER MCWD STD DWG No. 12 OC RELOCATE EXISTING 12 "WATERLINE PER MCWD STD. 25 OD CONSTRUCT 6" BLOWOFF ASSEMBLY PER MCWD STD. 28 IMPROVEMENT PLAN - -- - - - -- 13 81-01EFF 13 SEWER & WATER TR. 16416 - 1325 SUNFLOWER AVENUE N CITY OF COSTA MESA I 0 n - o- n -I 61 N /�,L J.N. 10- 0829 -1; CORTE MALTERA SEE SHEET 4 CONSTRUCTION NOTES SEWER 50 5 tNSTA,LL 8" VCP SEWER INSTALL 6" VCP SEWER 1AA4N `MTlA BEDD444C LATERAL PER CMSD PER CM15D STD DWG S —v..2 STD DWG S -104 —A 54 INSTALL CLEANOUT PER CMSD STD DWG S -107 HUITT-ZOLIARS HWtt Zolers, Inc. anbe, 3uj9e 200, Irvine, CA 92602 (714) 734 -5100 / r iSIPA OF 39478 12 -31 -05 y ' R.C.E. EXPIRES DATE /O QROf ESSlpy9<1 R. C� F No 39478 m Expiration * 12 -31 -05 Jl CIVIL �P qlF CF CAL \F P. E SEAL I SCALE: 1"=20' 0 I - -r L'OT `R 1 97%9 26.77 -INV; 32.89 COTG k�l - _9_INV P. i J a m r II I I Iz I . o I' II' N l j 0 LW - 1. 7•I � I 1 � I 0 351 40 �I I 20' WATER 60 INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) 64 CONSTRUCT THRUST BLOCK PER MCWD STD DWG 12 66 INSTALL 8" PUSH -ON D.I. 45 DEGREE BEND 6 INSTALL 8" R.S. GATE VALVE (PUSH -ON x FLG) PER MCWD STD DWG NO 14A 68 CONSTRUCT 2" COPPER SERVICE ASSEMBLY & 2 "METER PER MESA CONSOLIDATED WATER DISTRICT STD. DWGS. NO. 2, 3 & 23 (IRRIGATION) (70 GPM) ® INSTALL 1" COPPER SERVICE ASSEMBLY PER MCWD STD DWG NO 1 &3 WITH 1" METER & BOX (38 GPM) WATER TO BE BUILT PER SHEET 5 OF 6 OF OFFSITE IMP, PLANS AO INSTALL STD 8" TAPPING SLEEVE & 8" R.S. GATE VALVE (FLG. x PUSH -ON) PER MCWD STD DWG No. 6 OB CONSTRUCT THRUST BLOCK PER MCWD STD DWG No. 12 OC RELOCATE EXISTING 12 "WATERLINE PER MCWD STD. 25 OD CONSTRUCT 6" BLOWOFF ASSEMBLY PER MCWD STD. 28 IMPROVEMENT PLAN - -- - - - -- 13 81-01EFF 13 SEWER & WATER TR. 16416 - 1325 SUNFLOWER AVENUE N CITY OF COSTA MESA I 0 n - o- n -I 61 N /�,L J.N. 10- 0829 -1;