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S-2009-2.1I s 6 J N T CV �I O O N Ci) El J L GENERAL NOTES — COSTA MESA SANITARY DISTRICT 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF Thig DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949)631 -1731. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED* UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH STREET, COSTA MESA TELEPHONE: (949) 645 -8400 EXT. 229 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAW AND CMSD STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BOND -SEAL OF APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY. 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. 9_ ALL- - LATERALS -SHALL BE- P- 6AG€$-PRIOR TO, SURFACING OF STREETS. 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105. 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED "SEWER." 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. 16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS. ARE TO BE USED PER STD. DWG. NO. S -110 -A OR S- 110 -B. 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR -OUND TO BE DEFECTIVE. 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO. S -112. 19. A CLEAN OUT WALL BE REQUIRED FOR EACH LOT ON PRIVATE PROPERTY BETWEEN RESIDENCE AND EDGE OF THE STREET RIGHT -OF -WAY. NOTE: CONSTRUCTION OF THE SANITARY SEWER SHALL COMMENCE AT THE EXISTING MANHOLE STA. 7+06 NOTE: CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION !NOTICE TO CONTRACTOR PURSUANT q EXCAVATION PERMIT IS gu O�� UNDERGROUND SERVICE ALERT AND HAS PROVIDED INQUIRY I.D. / Illillid" OF W.�5 1 'THE UNDVtS0*D AGREES TO CONTACT AND OBTAIN AN INQ1JItY LD.# FROM UNDERGROUND SERVICE ALERT BEARINGS SHOWN HEREON ARE BASED ON A LINE BETWEEN ORANGE (1 -100TO 41 LEAST TWO (2) VWORKING DAYS COUNTY SURVEYOR CONTROL POINTS GPS 6171 AND GPS 6169 Ri, COM �p� �(�A BEARING NORTH 3'55'36" WEST PER RECORDS ON FILE IN THE OFFICE V/ SO4ED DATE OF THE ORANGE COUNTY SURVEYOR. FINISH SURFACE LINE c CONSTRUCTION NOTES & QUANTITIES AREA TO BE GROUND 1-1/2- BELOW FINISH q w ob 1O 48" MANHOLE, CMSD, STD. DWG. S -100 2 EACH O2 8" VCP, CMSD, STD. 113.85 L.F. O3 8" PVC CLASS 200, AWWA C900, CMSD STD. 21.00 L.F. ® TRENCH PAVING, SEE DETAIL HEREON. 580 S.F. O5 TRENCH BACKFILL, SEE DETAIL HEREON. L.S. © TRAFFIC CONTROL, SEE SHEET 3 OF 3. L.S. O RECHANNEL MANHOLE PER CMSD INSPECTOR 1 EA. ® NOT USED 9O CAP EXISTING 6" VCP SEWER LATERAL AT PROPERTY LINE 1 EA. 10 CONTRACTOR TO POTHOLE EXISTING WATER LINES TO INSURE L.S. *4 60 0 ADEQUATE CLEARANCE PRIOR TO ANY SEWER CONSTRUCTION !NOTICE TO CONTRACTOR PURSUANT q EXCAVATION PERMIT IS gu O�� UNDERGROUND SERVICE ALERT AND HAS PROVIDED INQUIRY I.D. / Illillid" OF W.�5 1 'THE UNDVtS0*D AGREES TO CONTACT AND OBTAIN AN INQ1JItY LD.# FROM UNDERGROUND SERVICE ALERT BEARINGS SHOWN HEREON ARE BASED ON A LINE BETWEEN ORANGE (1 -100TO 41 LEAST TWO (2) VWORKING DAYS COUNTY SURVEYOR CONTROL POINTS GPS 6171 AND GPS 6169 Ri, COM �p� �(�A BEARING NORTH 3'55'36" WEST PER RECORDS ON FILE IN THE OFFICE V/ SO4ED DATE OF THE ORANGE COUNTY SURVEYOR. FINISH SURFACE LINE c E. APl•IID w. AREA TO BE GROUND 1-1/2- BELOW FINISH q w ob SURFACE AND REPAVE WITH MEDIUM GRADE -. ASPHALT CONCRETE OVER REINFORCING FABRIC — SEE NOTES -_j R/1191l7lA191plV: N l' I TRENCH I 1 ' j JPK Y 1N�tN01�0EWAY � 1 E. 4 0 Z cp 3/4" CRUSHED ROCK PER CMSD STD S -1 12 Z N TRENCH PAVING AND BACKFILL DETAIL N.T.S. 18" MCWD WATER / w 6" 20' E S.S. STA 6 S.S. STA 11 +29.85 Ss PR 10" WATER IR'WD 13' E CROSS w W 0 o S.S. STA 11 +4 EXISTING 6" WATER EXISTING P.P. ( GEOMCHNML 04D11A OVVNM CM- 51 -89, ELEVATION = 66.027, D.C.S. 1995 ADJUSTMENT COUNTRY CLUB CONVALESCENT HOSPITAL DESCRIBED BY OCS 2001. FOUND 3 -3/4" OCS ALUMINUM EGA CONSULTANTS CARE OF: ISABEL C. & JULIA U. BENCHMARK DISK STAMPED "CM- 51 -89" SET IN THE TOP OF A 4" 375 —C MONTE VISTA AVENUE HERNANDEZ BY 4' CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHWEST COSTA MESA, CA 92627 CORNER OF THE INTESECTION OF SANTA ANA AVENUE AND MESA PHONE: 949- 642 -9039 DRIVE, 57 FEET WESTERLY OF THE CENTERLINE OF MESA DRIVE AND 1700 KINGS ROAD 21 FEET NORTHERLY OF THE CENTERLNE OF SANTA ANA AVENUE. FAX: 949- 642 -1290 NEWPORT BEACH, CA 92663 MONUMENT IS SET LEVEL WITH THE TOP OF CURB. PHONE: 714- 549 -3061 No. DATE APPIIDVta I FAX: 714- 668 -9859 M w — w— o — c — STREET 6 WATER IRWD F, I*oEE5S10N� %T11141 l�s� No. 22015 e Exp. 9 /30/2009 t} sr�jf c1W1VFO0.��! OF C 1L� SANTA ANA AVENUE S.S. STA 7 +06 S.S. STA 10 +00 S.S. STA 10 +25 EXISTING P.P. EXISTING TELEPHONE PULL BOX \> O SCALE 1 " =20' R IISIIN RANAM&RAM APl•IID w. OAT[ q w ob � o -_j R/1191l7lA191plV: j JPK Y 1N�tN01�0EWAY � TRAKM CANMOI, CA ■IA 0 DOM wr *4 60 0 (iM�ML� 4 0 Z cp 3/4" CRUSHED ROCK PER CMSD STD S -1 12 Z N TRENCH PAVING AND BACKFILL DETAIL N.T.S. 18" MCWD WATER / w 6" 20' E S.S. STA 6 S.S. STA 11 +29.85 Ss PR 10" WATER IR'WD 13' E CROSS w W 0 o S.S. STA 11 +4 EXISTING 6" WATER EXISTING P.P. ( GEOMCHNML 04D11A OVVNM CM- 51 -89, ELEVATION = 66.027, D.C.S. 1995 ADJUSTMENT COUNTRY CLUB CONVALESCENT HOSPITAL DESCRIBED BY OCS 2001. FOUND 3 -3/4" OCS ALUMINUM EGA CONSULTANTS CARE OF: ISABEL C. & JULIA U. BENCHMARK DISK STAMPED "CM- 51 -89" SET IN THE TOP OF A 4" 375 —C MONTE VISTA AVENUE HERNANDEZ BY 4' CONCRETE POST. MONUMENT IS LOCATED IN THE SOUTHWEST COSTA MESA, CA 92627 CORNER OF THE INTESECTION OF SANTA ANA AVENUE AND MESA PHONE: 949- 642 -9039 DRIVE, 57 FEET WESTERLY OF THE CENTERLINE OF MESA DRIVE AND 1700 KINGS ROAD 21 FEET NORTHERLY OF THE CENTERLNE OF SANTA ANA AVENUE. FAX: 949- 642 -1290 NEWPORT BEACH, CA 92663 MONUMENT IS SET LEVEL WITH THE TOP OF CURB. PHONE: 714- 549 -3061 No. DATE APPIIDVta I FAX: 714- 668 -9859 M w — w— o — c — STREET 6 WATER IRWD F, I*oEE5S10N� %T11141 l�s� No. 22015 e Exp. 9 /30/2009 t} sr�jf c1W1VFO0.��! OF C 1L� SANTA ANA AVENUE S.S. STA 7 +06 S.S. STA 10 +00 S.S. STA 10 +25 EXISTING P.P. EXISTING TELEPHONE PULL BOX \> O SCALE 1 " =20' R IISIIN RANAM&RAM APl•IID w. OAT[ q w ob MIMI DATA D[LW1m W R/1191l7lA191plV: JPK 1N�tN01�0EWAY TRAKM CANMOI, CA ■IA PHONE p" DOM wr *4 60 0 (iM�ML� CLF SUPERVISION OF J.P. KAPP R.C.E. EXPIRES DATE CHEOM N, V .. 4 22015 09 -30-D9 Itltl /, l JPK ORANGE COUNTY ENCROACHMENT PERMIT No. 2007 -1075 SANITARY SEWER IMPROVEMENT PLAN SHEET MANHOLE STATION 7 +06.00 2 OF 20362 SANTA ANA AVENUE 3 SHEETS COSTA MESA SANITARY DISTRICT 034.30 11/27/2007