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S-2000-1.2z V z 1 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES • V I NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. EACH CONTRACTOR 3 ' S I SEWER DATE 50 INSTALL 8" VCP SEWER MAIN (TYP.) WITH BEDDING PER CMSD STD DWG S -112 2580 L.F. z CONSTRUCT 48" MANHOLE PER CMSD STD DWG S -100 16 EA. 5 INSTALL 6" VCP SEWER LATERAL PER CMSD STD DWG S -104 —A 1410 L.F. 53 TRENCH REMOVAL AND RECONSTRUCTION PER CITY OF COSTA MESA STD DWG NO. 813. � 1 1 (OFF— SITE). NEW PAVEMENT STRUCTURAL SECTION SHOULD BE AS FOLLOW: 1 SIC ADAMS AVE. 17" FULL DEPTH AC OVER NATIVE. G 500 SF 54 REMOVE EXISTING AND CONSTRUCT TYPE (C -8) CURB AND GUTTER PER CITY OF • COSTA MESA STD DWG NO. 312 20 LF 55 INSTALL CLEANOUT PER CMSD STD DWG S -107 2 EA. 6 J 1500 SF 5 SEWER /SD PROTECTION PER CMSD STD S -109 OR PER CMSD INSPECTOR. 9 EA. WATER 6 INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) 2560 L.F. 61 INSTALL 1" COPPER SERVICE ASSEMBLY PER MESA CONSOLIDATED WATER W 69 EA. © INSTALL STANDARD FIRE HYDRANT PER MCWD STD DWG NO 4 (CLOW W /BREAK —OFF CHECK VALVE, MODEL LB400) 8 EA. 1 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES E V I NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. EACH CONTRACTOR I O SHALL BE RESPONSIBLE FOR HIS OWN CALCULATIONS AND BID A COMPLETE JOB. S I SEWER DATE 50 INSTALL 8" VCP SEWER MAIN (TYP.) WITH BEDDING PER CMSD STD DWG S -112 2580 L.F. 51 CONSTRUCT 48" MANHOLE PER CMSD STD DWG S -100 16 EA. 5 INSTALL 6" VCP SEWER LATERAL PER CMSD STD DWG S -104 —A 1410 L.F. 53 TRENCH REMOVAL AND RECONSTRUCTION PER CITY OF COSTA MESA STD DWG NO. 813. � 1 1 (OFF— SITE). NEW PAVEMENT STRUCTURAL SECTION SHOULD BE AS FOLLOW: —_ ADAMS AVE. 17" FULL DEPTH AC OVER NATIVE. MESA VERDE DR. 13" FULL DEPTH AC OVER NATIVE. 500 SF 54 REMOVE EXISTING AND CONSTRUCT TYPE (C -8) CURB AND GUTTER PER CITY OF • COSTA MESA STD DWG NO. 312 20 LF 55 INSTALL CLEANOUT PER CMSD STD DWG S -107 2 EA. 6 RESURFACE PER SLURRY SEAL REQUIREMENTS ON SHEET 1. 1500 SF 5 SEWER /SD PROTECTION PER CMSD STD S -109 OR PER CMSD INSPECTOR. 9 EA. WATER 6 INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) 2560 L.F. 61 INSTALL 1" COPPER SERVICE ASSEMBLY PER MESA CONSOLIDATED WATER DISTRICT STD DWG NO 1 &3 WITH 3/4" METER & BOX (22 -23 GPM) 69 EA. © INSTALL STANDARD FIRE HYDRANT PER MCWD STD DWG NO 4 (CLOW W /BREAK —OFF CHECK VALVE, MODEL LB400) 8 EA. © INSTALL STD 8" TAPPING SLEEVE & 8 "x12" R.S. GATE VALVE (FLG. x PUSH —ON) PER MCWD STD DWG NO 6 2 EA. 6 CONSTRUCT THRUST BLOCK PER MCWD STD DWG 12 23 EA. 65 INSTALL 8" FLG. D.I. TEE 4 EA. 66 INSTALL 8" PUSH —ON D.I. 45 DEGREE BEND 6 EA. 6 INSTALL 8" R.S. GATE VALVE (PUSH —ON x FLG.) PER MCWD STD DWG NO 14 12 EA. 6 INSTALL 1" SERVICE W/ 3/4" METER PER MCWD STD DWG 1 &3 FOR REST ROOMS (23 G.P.M.) 1 EA. 69 INSTALL 8" x 8" x 6" PUSH —ON x FLG. D.I. TEE 8 EA. INSTALL 8" PUSH —ON D.I. 111/4 DEGREE BEND 1 EA. 71 INSTALL 8" PUSH —ON D.I. 90 DEGREE BEND 1 EA. 17 INSTALL 8" PUSH —ON D.I. 22.5 DEGREE BEND 1 EA. 3 INSTALL 1" SERVICE W/ 5/8" METER PER MCWD STD DWG 1 &3 1 1 11 FOR IRRIGATION OF POCKET PARK (9.0 G.P.M.) 1 EA. Al ® INSTALL 1" SERVICE W/ 1" METER PER MCWD STD DWG 1 &3 FOR IRRIGATION OF ENTRY & PERIMETER (20.3 G.P.M.) 1 EA. 10 O5 INSTALL 8" x 6" FLG. x PUSH —ON D.I. REDUCER 1 EA. © INSTALL 6" PVC CL 150 C900 AWWA WATER LINE (WHITE) 190 L.F. © INSTALL 6" FLG. x PUSH —ON R.S. G.V. 8 EA. ® INSTALL BACKFLOW DEVICE PER MCWD STD DWG 23 2 EA. ® PROTECT EXISTING FIRE HYDRANT IN PLACE 6 EA. ® REMOVE & ABANDON EXIST. SERVICE AT MAIN BY CONTRACTOR & RETURN EXIST. 1" METER TO DISTRICT YARD 1 EA. ® INSTALL SIPHON PER MCWD STD DWG NO 25 2 EA. 86 INSTALL STL. CASING PER MCWD STD DWG NO 10 WITH UNI— FLANGE RESTRAINED CASING SPACERS FOR PVC PIPE 130 L.F. ® INSTALL 1" SERVICE W/ 3/4" METER FOR IRRIGATION PER MCWD STD DWG 1 &3 (12.8 G.P.M.) 1 EA. P.L. LATERAL LENGTH PER SEWER LATERAL TABLE 1.41' 11 — 1/8" BEND NI 4" ROLLED CURB LINE SLOPE 6" LATERAL 8" SEWER MAIN v FL ELEV. H NO. 1 •H IS 0.87' SEWERHLATERAL F.LP DETAIL47 & 48 N.T.S. SEE CMSD STD. DWG S -104 —A AND TABLE ON THIS SHEET FOR COMPLETE DETAILS DRIVEWAY WIDTH =16' � T 1 SIDEWALK WATER �I METER N n.. TYPICAL WATER METER LOCATION N.T.S. R E V I S I O N S I NO. DATE DEBCFW110N APP. 1 1 /2\ 1 1 ADDED IRRIGATION METERS ON MESA VERDE DRIVE I WATER SERVICE LINE 36' N• � _ — AVE_N� AD AMS - - c - STA. 1G +80.79 MESA VF = t INTERSECTION HUFF- zOLLAvRs Huitt- Zo•ars, Inc. 15101 Red Hill Avenue, Tustin, CA 92780 (714) 259-7900 PREPARED UNDER THE 39478 12 -31 -01 R.C.E. EXPIRES / /QgOFESSIL>t,,� ci V^ m W No 39478 m Expiration A * 12 -31 -01 rT9lE CIVIv E��\j OF CAIN SEWER LATERAL DATA TABLE 110k, -- • SEWER LAT. SEWER LATERAL FLOWUNE BEARING IF NOT 1 1 1 . • � 1 1 11 —_ ••�•— • b+�i1= 1 / Muffs 1 1 / 1/ — 1 1 14MEW 1 — :. 1 1 11 — m��� :1 1• 11 11 — 1• 11 11 — �_ - �� 1 1 11 1 / 11 —I . • • / I= 14 /• 1� •. . :1 1 1 1 • — :. •1 11 11 — m 1 .. • .• •1 / 1 11 — • � +�;u�� 1 1 11 — • 11 — 1 1 11 — �� almorwe 1 — •• •1 1 . 1 •• 66 11 •1 � •.1 11 11 - • 1 1 11 - .1 :• � • • 1 1 11 - .. . • 11 61 11 ON5TRUCTION NOTES (CONT'D) STALL 1" SERVICE WITH %/8' METER PER MCWD STD. DWG. 1, 3 AND 23 OR IRRIGATION C GPM) 1 EA. STALL 115EZVICE WITH �Y'8 "METER PER MCWD STD. DWG. 1, 3 AND 23 R IRRIGATION (9 (5PM)— 1 EA. (,I IV ur COSTA MESA ^ineering D vikin Approval tor Oftsite Improvements EI, ' nee r tee \`-b' 00 JJCQ�RCNMENT P�'ltPN1TI RG�U�(Ltp ►, I =16h ►i \ 1 a ii WTAI l SEWER & WATER TR. 15882 - ADAMS AVENUE 8 MESA VERDE DRIVE CITY OF COSTA MESA 2 8 I tJ tA- f1AM_M