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S-2000-1.4Em � :i • 3 ' F z °a LL Kill '0 J \ A 61 h "�F sy �� t� w w 8' WATER LIE 'B' J �'— 8' SEWER LM 'B' INSTALL 326.09 LF 8" VCP SEWER 6� Ar / / SQ. \ 0 � NbA\ /J P.L. t \ xa, � 9 P �� / h �,p' i c0' / • I ;\ R E V I S I O N O NO. DATE 102 L Ll = DE8CHIMM n O O APP. 6`60'* 10 -06 -00 p BACKFLOW (D + BUILDING � + ^ O CO Y L� J 64 65 + + 0 + _ + II m Ll Q 2N O= m Li Q mo=no L Q Q��� 64 66 II (nn°DO 3 N� +L PROP. F.S. 0 STREET C/L i.-: + Ln = —Q P:L< a �T---- - - - - -� N r-) + L0 m BRIAR Ln lh 00 �`') — — � �� — EXIST. GRID. MATCHINE SEE SHEET 6 60 SEE SHEET 5 CONSTRUCTION NOTES 60 WATER SEWER Kill '0 J \ A 61 h "�F sy �� t� w w 8' WATER LIE 'B' J �'— 8' SEWER LM 'B' INSTALL 326.09 LF 8" VCP SEWER 6� Ar / / SQ. \ 0 � NbA\ /J P.L. t \ xa, � 9 P �� / h �,p' i c0' / • I ;\ R E V I S I O N S NO. DATE 102 N09'30'23 "W DE8CHIMM 103 N34- 14'06 "E APP. 6`60'* 10 -06 -00 1 MOVED BACKFLOW DEVICES CLOSER TO BUILDING � Ax 1 y 61 I I � y 5= 0.0054 I+ 13 — 12 + _ H AMBERLEAF r18" RCP 5.0 • I C &G ❑0 6 1 8 SCALE: 1"=20' 11011 NOTE: FOR SEWER LATERAL STATIONING & DATA SEE SHEET 2 WATER DATA COURSE DATA ❑ BEARING LENGTH 101 N09'30'23 "W 70.03' 102 N09'30'23 "W 195.51' 103 N34- 14'06 "E 27.04' CURVE DATA Q DELTA R L T 151 80'08'13" 1 315.00' 1 440.58' 264.96' 8' WATER w / LME 'B' L L r m U a U7 = L 7 d Z Z + J J rl 61 61 Q �Uj w 14 M I a Ln � O + n 00 + .I 3' SEWER LM 'B' INSTALL 210.38 LF 8" VCP SEWER ❑ � J > -- DD _ z ^ao> (0 xz N30'45'40 "E 0 6`60'* O '7 5 U) co 't PROFILE SCALE � + ^ x soul CO L L r m U a U7 = L 7 d Z Z + J J rl 61 61 Q �Uj w 14 M I a Ln � O + n 00 + .I 3' SEWER LM 'B' INSTALL 210.38 LF 8" VCP SEWER Li Li J 7 Z Im w m N ❑ L Q N_ O -- DD _ INSTALL 46.52 F 214.37' 00 N30'45'40 "E It BE ADJUSTED TO GRADE O 't SLURRY SEALING. w z Q w PROFILE SCALE 64 65 VERTICAL: 1"=2' Q � Cf L� J 64 65 + + M O + _ .00 ATER Of m Q 2N O= m Li Q mo=no V) r-. Q��� 64 66 =OL (nn°DO 3 N00 2u00i PROP. F.S. 0 STREET C/L i.-: + J� + (n Of Oct i.-: O J� BRIAR ROSE ST. N U� — —_ MATCHINE SEE SHEET 6 60 Li Li J 7 Z Im w m N ❑ M N_ O -- DD of INSTALL 46.52 F 214.37' 00 N30'45'40 "E It BE ADJUSTED TO GRADE O 't SLURRY SEALING. w z Q w PROFILE SCALE S =0.004 7J 10 0 0 3ij a� ❑ 24 N4- -- 202 -- q, a� v ° 635 6 INSTALL 46.52 F 214.37' 8 VCP SEWER N30'45'40 "E NOTE: SEWER MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING IS INSTALLED, BUT BEFORE SLURRY SEALING. w z Q w PROFILE SCALE 64 65 VERTICAL: 1"=2' Q HORIZONTAL: 1"=20' P3 s Q U w = til Z Ln 15 61 61 w 61 — 1 7 co o' M 18 16 ? ,, rn� rn 0 0 PO a al r a 0 X + + 3 cyl N (Z OD 00 T T0 � -�- 20 0 EWER LINE "B "—�' SLAT. A3 — 118" RCP S.D. � I i 102 � 7 WATER LINE "B LINE A C &G —S.D. LAT. A4 10 0 i / S fro F —�4" LINE B.D. SE,►/ER LINE "B" \ 51 P.L. \Ok0 1R 1ok�a5-5 `v �vl'q.fl MN SNPFZ � C\- 2� " 0 Y�R C \tIV— COURSE DATA ❑ – -- 202 -- 50.03' v ° 635 6 N09'30'23 "W 214.37' 204 N30'45'40 "E 50.52' ST. P.L. 666 STA 9 +68.33 w z Q w Lr ST. STA 7 +69.67 64 65 + 4 WA I WATER LINE "B" L� J 64 65 + + _ + .00 ATER DINE "E" 20 Ui m w 42 61 61 43 64 66 ST. STA 10 +01.83 3 BOUGAINVILLEA ST. BRIAR ROSE ST. MATCHINE SEE SHEET 6 SEE SHEET 5 CONSTRUCTION NOTES WATER SEWER 6t� INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) 5 INSTALL 8" VCP SEWER Iv(AAN WITk{ BEDDING PER. CMSD STD DWG S -112 61 yTSSTALL 1" COPPER SER`VtiCE ASSEIJBLY PER 1J ESA C046SOLiDATED WATER 4)ySTR4CT STfl QWG 460 1 &3 51 CONSTRUCT 48" MANHOLE PER CMSD STD DWG S -100 WITH 3/4" METER & BOX (22 TO 23 G.P.M.) 5 INSTALL 6" VCP SEWER LATERAL PER CMSD STD DWG 5 -104 –A © INSTALL STANDARD FIRE HYDRANT PER MCWD STD DWG NO 4 (CLOW, W /BREAK – OFF CHECK VALVE, 5 SEWER /SD PROTECTION PER CMSD STD 5 -109 OR PER CMSD INSPECTOR MODEL LB400) SEWER DATA 64 CONSTRUCT THRUST BLOCK PER MCWD STD DWG 12 6 INSTALL 8" FLG. D.I. TEE COURSE DATA ❑ BEARING LENGTH 202 N09'30'23 "W 50.03' 203 N09'30'23 "W 214.37' 204 N30'45'40 "E 50.52' 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 14 INSTALL 1" SERVICE W/ 3/4" METER FOR DOMESTIC USE PER MCWD STD DWG NO 1 &3 FOR RESTROOMS (20 G.P.M.) 6 INSTALL 8 "x 8 "x 6" PUSH –ON x FLG. D.I. TEE CURVE DATA Q DELTA R L T 251 1 80'08'13" 1 335.00' 1 468.55' 281.78' 7 INSTALL 6 PVC CL 150 C900 AWWA WATER LINE (WHITE) 7 INSTALL 6" FLG. x PUSH –ON R.S. G.V. ® INSTALL BACKFLOW DEVICE PER MCWD STD DWG 23 Hu- Zolsrs, Inc. c; tt SEWER & WATER N 15101 Red F Avenue, Tustin, CA 92780 (744) 259 -7900 No. 39478 Expiration PREPARED UNDER 7HE SUPERNSN7N 12 -31 -01 TR. 15882 - ADAMS AVENUE 8 MESA VERDE DRIVE PLAN st CIV1� ape 12-31-01 qTf OF CAl\E�� R. R.C.E EXPIRES DA P. E AFAL CITY OF COSTA MESA I ti 111- f1AM -M ® INSTALL 1 SERVICE W/ 3/4 METER FOR IRRIGATION PER MCWD STD DWG NO 1 &3 (12.8 G.P.M.) H U ITT -ZOLLARS oQROfESS/ �e�rR.� F IMPROVEMENT PLAN 4 s of 8 Hu- Zolsrs, Inc. c; tt SEWER & WATER N 15101 Red F Avenue, Tustin, CA 92780 (744) 259 -7900 No. 39478 Expiration PREPARED UNDER 7HE SUPERNSN7N 12 -31 -01 TR. 15882 - ADAMS AVENUE 8 MESA VERDE DRIVE PLAN st CIV1� ape 12-31-01 qTf OF CAl\E�� R. R.C.E EXPIRES DA P. E AFAL CITY OF COSTA MESA I ti 111- f1AM -M