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S-96-1.1W 6 i a' ILl9 W J 1 i r N °o h s r ir LI 70de �� �V 7H EXIST. F.S. O SEWER CONTT. 37.59 L.F. - 15" V.C.P. SEWER 5- 0.0020 CONTRACT R'S SURVEYOR TO • I VERIFY 15TING TIE-IN EU CONSTRU TING 6EWE3t. x I vi cz t W m 4 LF - 8' VCP STUB & PLUG SEWER CONSTRUCTION NOTES 90 CONSTRUCT 15" VCP,EXTRA STRENGTH SEWER WITH COMPRESSION JOINTS. 92 CONSTRUCTS* VCP EXTRA STRENGTH SEWER WITH COMPRESSION JOINTS. 93 CONSTRUCT MANHOLE PER CMSD STD. NO. S -100 94 INSTALL PVC LINER & GAS FLAP IN EXISTING OCSD MANHOLE PER OCSD STD. S -056 95 PROTECT IN PLACE EXISTING GAS LINE, SUPPORT IF REQUIRED. 101 REMOVE EXISTING 12" STUB. 102 COAT MANHOLE INTERIOR WITH SANCON COATING OR EQUAL PER COSTA MESA SANITARY, DISTRICT SPECIFICATIONS. 103 CORE DRILL AND CONNECT W/ 15" SANITARY SEWER TO MATCH SOFFIT OF TRUNK SEWER. REPAIR PVC LINING TO THE SATISFACTION OF THE ORANGE COUNTY SANITATION DISTRICT INSPECTOR. ALL WORK ON O.C.S.D. FACILITIES SHALL CONFORM TO THE DISTRICTS STANDARDS, PROCEDURT16 AND SAFETY REQUIREMENTS, 104 BEDDING & BACKFILL SHALL BE PER COSTA MESA SANITARY DISTRICT STD. DRAWING NO. 5 -112 QBEDDING A: STANDARD REQUIREMENT I BEDDING B: 3/4" CRUSHED GRAVEL BACKFILL: COSTA MESA STD. DRAWING NO. 813. PROFILE SCALE HORIZONTAL 1'- 20' VERTICAL 1'- 2' 1w 4 3 1y. % A ^O r ff I I CSMD STANDARD SEWER NOTES I_,II I II O 1 THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA 1 1 1 1 1 1 888888 I I 2( 22 g N MESA SANITARY DISTRICT. 17 +93.11 ;-SUNFLOWER AVE. = I 2 CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO THE COMMENCEMENT OF WORK, 25+03.80 ri SUSAN STREET -- O. C. S. D. STA. 80 +52.08 TELEPHONE: (714) 631 -1731. CONTRACT N o. 7 6 1 3 ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT ti SHALL BE CONSIDERED UNACCEPTABLE. • / �7 1 �� 4 CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO 1 U I I \ 15.37 )SOFFIT 84 "RCP INV. (9.62) COMMENCEMENT OF WORK FROM THE DEPARTMENT OF STREETS AND 15.37 =INVERT 15 VCP SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE. TELEPHONE: (714) ST,LT. 754-5323. -- ' -- - -- - - -- - - - -- X -- ---- - \� -T --- - - - - -- - -- -- -- ----- - - - - -- ----- ------ -- - - - - -- --- .----- - - -_ -_ - --_ ___ -__- __ __ 5 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE ❑ — — — — _ p— — TH — — — — — — — ,1 — — — - - - REQUIRED BY THE LOCAL GOVERNING AGENCY. — — — - - - - CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMS STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. ry* —(8-DIP) S 7 CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION w t ® JOINTS, FOR MAIN SEWER LINE. TYPE "D" JOINTS, BAND -SEAL OF " ONLY. 16, W EX. 18 RCP 8 ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. 57" RCP " 9 STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. �� — — — — — — — — 57 RCP 10 SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT *00-- 11 PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS y 00 SHALL BE LEFT 6" BELOW FINISHED GRADE. AFTER STREET SURFACING IS ~— I 18 + �— — -i- — — ----{ COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. U EX. �718"RC�P 94 - DWG. No. S -105. _ 12 SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A- 84 - -- _ 1270, OR APPROVED EQUAL. COVER TO BE STAMPED "SEWER ". 13 SEWER AI HA B BALLED AF ALL MANHOLE FRAMES AND — — — — —Of3- — EX, CATV — — — -4 OB - — — — — — — — — - — — — — — — — — _ M A — 3f09 EX, CATV ' ""`��.� EWE N SHALL E LED TER -- - x - - - - -- - - -- -- - - -- -- - - -- - -- '^ -' �`����. y — — COVERS HAVE BEEN RAISED TO GRADE. I 04 _ I 10 EX. 12' STUB _ - 14 IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN 95 ' 90 5 -0.061 03 04 IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED © I 8' W rr r C ' 0 N P__LUO' -'�� ro _ PER STD. DWG. No. 5 -110 -A OR S- 110 -8. - - - - - - - - - - - - - - - - - - iS DEVELOPER I RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS � NOT FOUND IS FIELD OR FOUND TO BE DEFECTIVE - -- - t °D - - - - - - - - - - - - - - - ° - - - - - - - - - 18 NATION AND PIPE BEDDING SHALL BE DONE PER STD. ALL TRENCH EXCAVATION 13' -� -- -- -- _ _ -- -- DWG. No. 5 -112. ix » �— plug a n m f z R/1N d' 3y d z u�z / N 10 o + in z ,6• to co w V l.I pp W O m I j 93 a > ±' a io 131 I I ~ g o o X W ti co tr $ X 7 I II I 3 I I > + z+ �_ + � 2' v v z w c4I 35' — I 3S' T} I ¢�-- 7' a vQi Q 02 IT w LOv rn M X a a ICI I I11 1 �1 •. � II II III � II SUSAN STREET SEE SHEET N 0. 11 NORRIS- REPKE,INC. LConsulting Cidl Engin...a and Land n 600 N. TUSTIN AVENUE 1 SUITE 250 SANTA ANA CA. 92705 -3736 TEL. (714) 973 -2230 FAX. (714) 973 -2263 4.,,n, R RANDALL G. BERRY, RCE 4464V DATE T -81.95 1 REVISED PIPE CUKVEDATA 8- 5.93 1 ELIMINATE RIGHT TURN POCFiET INC2EA6E 6.W. CORNER E.P. RADW ofESGl0p yc 35, JOIN EY. E.P. W m °L No. C44642 z * R. 3/31/98 or CAUE��� N0. I DATE DESCRIPTION AS--BUILT: I /9 /96 ISSUE DATE: 8/14/95 `PLAN AND PROFLE FOR THE SEWER NuPROVEMENTS CIN SUNFLOWER AVENUE 10 AT BUBAN STF;M OF 21 SHEE 7'S CITY OF COSTA MESA ` PLAN NUMBER DEPARTI�NT OF ENO�EERINC3 SERVICES C: \P \5403 -1 \DWG \SHT7A.DWG JN 5403