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S-2000-1.8n z W '3I 1 i W ' D w- krel I- V) I.� O rn 0 a EXIST. GRD. = x 04 +Oxm 1n O :m _ PROP. F.S. ® STREET CA 1- m _ w Ljj 00 > :x z 000 �x Go ul 1+00 SEE SHEET 4 8' WATER LINE !'F S_0,015 8' SEWER Ni CO > LNdE TO N L0 ao z- ED mo N 'tv) INSTALL 188.30 LF 8" VCP SEWER Mill - w � Q w In o �rn M x of N �M m + J� N UO w co ( I �6" WA =x LINE 01) R E V I S I O N S I NO. DATE —� 43.40' 115 DEBCRPfION 158.00' I� APP. Gill ui- ml KAM EngowTing NO" At�proni G'" "s`i`ee- Impowwwwribi c-MR00CHMU37- Vr -_mNT S rteA%)%mE"D N I SCALE: 1"=20' WATER DATA 60 60 EXIST. GRD.--�, r 1 / 1 P.L. PROP. FINISHED PAD GRADE PROP. FINISHED STF ,) w ao > Q xZ U)00 0) cn 00 U7) .l 55 55 N N l sin nrnn 11 55 BY ENCROACHMENT PERMIT, CONTRACTOR TO CONFIRM EXACT LOCATION AND ELEVATION OF EXISTING WATER LINE BEFORE CONSTRUCTION. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF RECORD IF THE LOCATION OR ELEVATION OF THE EXISTING FACILITIES ARE NOT CONSTRUCTED PER THIS PLAN. 50 50 NOTE: FOR SEWER LATERAL STATIONING & DATA SEE SHEET 2 COURSE DATA � \ LENGTH / N32'37'11 "E 152.01' W —� 43.40' 115 jm S 158.00' I� 0 w W m Q ST. cr W oQ -M I Q It. W / 69 m RESURFACE PER SLURRY SEAL REQUIREMENTS ON SHEET 1 _ NOTE: FOR SEWER LATERAL STATIONING & DATA SEE SHEET 2 COURSE DATA ❑ BEARING LENGTH 113 N32'37'11 "E 152.01' 114 N10'03'56 "E 43.40' 115 N80'29'37 "E 158.00' SEWER DATA COURSE DATA ❑ BEARING LENGTH 216 N32- 37 -11 "E 192.30' 1+00 0a U w En U z X N 4d J LLI U w z J X \ w 13 Iw P Z A 12 +76.55 I L =�Stw 2 +00 I 17 PROPOSED 15' WATER L — EASEMENT TO BE RESERVED ON TRACT 15882 40' r 2' I � I D_ 20' �� x LANAREAAPE 5 15' w L - -- i I i I CONSTRUCTION NOTES 16 - - P. L. SEE SHEET 4 I m w w W o J Ui m N W oQ Z I m OOz W 5 18 I I I I SEWER ® INSTALL 8" VCP SEWER MAIN WITH BEDDING PER CMSD STD DWG S -112 51 CONSTRUCT 48" MANHOLE PER CMSD STD DWG S -100 INSTALL 6" VCP SEWER LATERAL PER CMSD STD DWG S -104- A 53 TRENCH REMOVAL AND RECONSTRUCTION PER CITY OF COSTA MESA STD DWG NO. 813. (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. REMOVE EXISTING AND CONSTRUCT TYPE (C -8) CURB AND GUTTER PER CITY OF COSTA MESA STANDARD DRAWING NO. 312 OVER 6" CMB. CONTRACTOR SHALL RECONSTRUCT A MINIMUM OF 1' OF AC ADJACENT TO NEW GUTTER. THE NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 17" FULL DEPTH AC. MINIMUM CURB AND GUTTER SHALL BE 8 LF. (OFF -SITE) 56 RESURFACE PER SLURRY SEAL REQUIREMENTS ON SHEET 1 5 SEWER /SD PROTECTION PER CMSD STD S -109 OR PER CMSD INSPECTOR HUITr -ZOLLi 1l Hunt- Zolars, Inc. 15101 Red Hill Avenue, Tustin, CA 92780 (714) 259 -7900 PREPARED UNDER THE SUPERNSION Wf / 39476 12 -31 -01 R.C.E. EXPIRES ��ROFESSIpv, \\ R. C Ftic� W No 39478 m Expiration * 12 -31 -01 \T CIVIL j F OF CAOF� I 0 NOTE: SEWER MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING IS INSTALLED, BUT BEFORE SLURRY SEALING. 3+00 PROFILE SCALE VERTICAL: 1"=2' HORIZONTAL: 1"=20' 1 'T. STA 8 +95.74 ? +58.00 WATER LINE E 43 I SCALE: 1"=20' SEE SHEET 4 WATER 60 INSTALL 8" PVC CL 150 C900 AWWA WATER LINE (WHITE) 1 INSTALL 1" COPPER SERVICE ASSEMBLY PER MESA. CONSOLIDATED WATER DISTRICT STD DWG NO 1&3 WITH 3/4" METER & BOX (22 TO 23 G.P.M.) © INSTALL STANDARD FIRE HYDRANT PER MCWD STD DWG NO 4 (CLOW, W /BREAK -OFF CHECK VALVE, MODEL LB400) 6 INSTALL STD 8 "x12" TAPPING SLEEVE & 8" RS. GATE VALVE (FLG x PUSH-ON) PER MCWD STD NO 6 64 CONSTRUCT THRUST BLOCK PER MCWD STD DWG 12 INSTALL 8" PUSH -ON x FLG. D.I. 22.5 DEGREE BEND 7 INSTALL 8" x 6" FLG. D.I. REDUCER 7 INSTALL 6" PVC CL 150 C900 AWWA WATER LINE (WHITE) 7 INSTALL 6" FLG. x PUSH -ON R.S. G.V. 86 INSTALL STL. CASING PER DIST STD DWG NO. 10 WITH UNI- FLANGE RESTRAINED CASING SPACERS FOR PVC PIPE IMPROVEMENT PLAN SEWER 8 WATER TR. 15882 - ADAMS AVENUE 8 MESA VERDE DRIVE CITY OF COSTA MESA 8 SOF ET 8 PLAN NUMBER I Ai in_nnM -M