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S-2006-1.13 � r z t 1 a ac r? J i W N GENERAL NOTED 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE 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 C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM COSTA MESSA SANITARY DISTRICT 628 W. 19TH ST. COSTA MESA CA 92627, (949) 645 -8400 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 PLAN AND C.M.S.D. 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, BAND -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 PLACED PRIOR TO SURFACING OF STREETS. 10. STAMP 'S' ON CURB AT SEWER LATERAL LOCATIONS. 11. SEWER MAIN SAHLL 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 APROVAL FROM THE DISTRICT ENGINEER. 16. IF MINIMUM SEFIAfON DISTANCE BETWEEN SEWER AND WATER MAIN IS (NO ET, 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 FOUND TO BE DEFECTIVE. 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO S -112. COSTA MESA SANITARY DISTRICT r /r W I w rr I TRACT NO. 16070 SEWER IMPROVEMENT PLAN w I/ Ilr Ir rl II rr I/ r 14 13 12 I 15 - � 16 I 17 i 18 � ESTIMATE OF QUANTITIES NO. DESCRIPTION SHEET INDEX SHEET NO. SEWER IMPROVEMENT PLANS COSTA MESA E234 EAST 17TH STREET, SUITE 205 COSTA MESA, CA 92627 FAX)(949)17548 -6516 RBHINC@PACBELL.NET 10 t� 05 DESCRIPTION 21 CONST. 8" VCP PER C.M.S.D. STD. WITH 3/4" CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE LF 755 22 CONST. 6" VCP PER C.M.S.D. STD. S -104 WITH 3/4" CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE SEWER IMPROVEMENT PLAN 236 1 TITLE SHEET 5 25 2 LINE LINE "A" — "C" — "A" DRIVE — FROM "C" DRIVE — FROM STA. 8+45.80 TO STA. 5 +00.00 STA. 5 +00.00 TO STA. 7+67.87 3 LINE "B" — "B" DRIVE — FROM STA. 6+59.58 TO STA. 5 +00.00 COSTA MESA SANITARY DISTRICT r /r W I w rr I TRACT NO. 16070 SEWER IMPROVEMENT PLAN w I/ Ilr Ir rl II rr I/ r 14 13 12 I 15 - � 16 I 17 i 18 � ESTIMATE OF QUANTITIES NO. DESCRIPTION UNIT QUANT. m SEWER IMPROVEMENT PLANS COSTA MESA E234 EAST 17TH STREET, SUITE 205 COSTA MESA, CA 92627 FAX)(949)17548 -6516 RBHINC@PACBELL.NET 10 t� 05 ROBI ERS DATE 21 CONST. 8" VCP PER C.M.S.D. STD. WITH 3/4" CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE LF 755 22 CONST. 6" VCP PER C.M.S.D. STD. S -104 WITH 3/4" CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE LF 236 23 CONST. 48" I.D. SMH PER C.M.S.D. STD. S -100 EA 5 25 SEWER PUMP TO BE MODIFIED BY OTHERS EA 1 26 CONST. 4" PVC CLASS 200 PER C.M.S.D. WITH 1/2" CRUSHED ROCK BEDDING EXTENDING TO 1' ABOVE PIPE LF 266 0 I I--- GAS GA AS GAS GAS GA� GAS GAS GAS GA. w w W_ CA WON ON ML I III III I II I II� I I III I IIII I'G-- — _ I I — _ I II © O I IIII I a ® O I I I IIII I I IIII I I IIII i � III II J. KE 1 MIS NOT TO SCALE DQP �a s iL1e _ r iri p ov eIT t public pp erts iopcnated r w0hi r iii ear �� t f ..mii:t (.Y regLa'Bd to (�QT In l; ii �51y:.i C _ •'mom OI �U�/ a r W HAMILTON I AVE. SEA BLUFF VICINITY MAP N. T. S. LEGEND O SEWER IMPROVEMENT PLAN SHEET NUMBER I NEW SEWER MAIN AND LATERALS SEWER MANHOLE EXIST. /PROPOSED (BY OTHERS) SEWER MAIN MH MANHOLE EDGE OF PAVEMENTS AR AIR RELEASE AV AIR VACUUM BF BLIND FLANGE BFV BUTTERFLY VALVE BOSD BOTTOM OF STORM DRAIN BOW BOTTOM OF WATER LINE BRPM BLUE RETROREFLECTIVE PAVEMENT MARKER CAV COMBINATION AIR VALVE CG CENTER GRADE CML do C CEMENT MORTAR —LINED AND COATED STEEL PIPE (CLASS 150 UNLESS OTHERWISE NOTED) CO CLEANOUT CS CORPORATION STOP CV CHECK VALVE EP EDGE OF PAVEMENT F FLANGE FH FIRE HYDRANT GV GATE VALVE H HUB HPI HORIZONTAL POINT OF INTERSECTION MH MANHOLE PROP PROPOSED RSGV RESILIENT SEAT GATE VALVE R/W RIGHT OF WAY SO STORM DRAIN STL RECLAIMED WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED) TOS TOP OF SEWER LINE VPI VERTICAL POINT OF INTERSECTION W OR WL POTABLE WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED) �S7 CII nl O eD (5 k AT DWL TAD ftOK BERJRE DAYS YOU DIG TOLL rwa A PUKIC SEWIM BY 1- 000-227 -2900 UruE9wOUa0 SUN= N-W 0 0Q(tO CONO C", pQ 'Sp Z L�l No. 33100 �t DP. 06/30/06 Jl F CI VIL O�� 7l OF CAS \� � m Q COSTA MESA E234 EAST 17TH STREET, SUITE 205 COSTA MESA, CA 92627 FAX)(949)17548 -6516 RBHINC@PACBELL.NET 10 t� 05 ROBI ERS DATE 7 VICTORIA ST. BENCH MARK DESCRIPTION: BENCH MARK NO. HB- 243 -77 3 3/4" ALUMINUM BENCHMARK DISK STAMPED "HB- 243 -77- SET IN THE NORTHEAST CORNER OF A 4 PT. BY 11 Fr. CONCRETE CATCH BASIN, 260 FT WESTERLY OF THE CENTERLINE OF AMERICAN AVENUE, AND 3 FEET SOUTERLY OF THE CENTERUNE OF VICTORIA STREET. ELEV. 78.365 LEVELED 2005 Q DEVELOPER: T PACIFIC RIM BUILDERS, L.P. 3111 N. TUSTIN AVENUE, SUITE 220 ORANGE, CA 92865 TEL: (714) 974 -5111 FAX: (714) 974 -5091 DESIGNED BY: W CHECKED BY: U a TRACT NO. 16070 SEWER IMPROVEMENT PLAN � 6 PROJECT SITE PAGE VICINITY MAP N. T. S. LEGEND O SEWER IMPROVEMENT PLAN SHEET NUMBER I NEW SEWER MAIN AND LATERALS SEWER MANHOLE EXIST. /PROPOSED (BY OTHERS) SEWER MAIN MH MANHOLE EDGE OF PAVEMENTS AR AIR RELEASE AV AIR VACUUM BF BLIND FLANGE BFV BUTTERFLY VALVE BOSD BOTTOM OF STORM DRAIN BOW BOTTOM OF WATER LINE BRPM BLUE RETROREFLECTIVE PAVEMENT MARKER CAV COMBINATION AIR VALVE CG CENTER GRADE CML do C CEMENT MORTAR —LINED AND COATED STEEL PIPE (CLASS 150 UNLESS OTHERWISE NOTED) CO CLEANOUT CS CORPORATION STOP CV CHECK VALVE EP EDGE OF PAVEMENT F FLANGE FH FIRE HYDRANT GV GATE VALVE H HUB HPI HORIZONTAL POINT OF INTERSECTION MH MANHOLE PROP PROPOSED RSGV RESILIENT SEAT GATE VALVE R/W RIGHT OF WAY SO STORM DRAIN STL RECLAIMED WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED) TOS TOP OF SEWER LINE VPI VERTICAL POINT OF INTERSECTION W OR WL POTABLE WATER LINE (CLASS 150 UNLESS OTHERWISE NOTED) �S7 CII nl O eD (5 k AT DWL TAD ftOK BERJRE DAYS YOU DIG TOLL rwa A PUKIC SEWIM BY 1- 000-227 -2900 UruE9wOUa0 SUN= N-W 0Q(tO CONO C", pQ 'Sp Z L�l No. 33100 �t DP. 06/30/06 Jl F CI VIL O�� 7l OF CAS \� � COSTA MESA E234 EAST 17TH STREET, SUITE 205 COSTA MESA, CA 92627 FAX)(949)17548 -6516 RBHINC@PACBELL.NET 10 t� 05 ROBI ERS DATE 7 BENCH MARK DESCRIPTION: BENCH MARK NO. HB- 243 -77 3 3/4" ALUMINUM BENCHMARK DISK STAMPED "HB- 243 -77- SET IN THE NORTHEAST CORNER OF A 4 PT. BY 11 Fr. CONCRETE CATCH BASIN, 260 FT WESTERLY OF THE CENTERLINE OF AMERICAN AVENUE, AND 3 FEET SOUTERLY OF THE CENTERUNE OF VICTORIA STREET. ELEV. 78.365 LEVELED 2005 REFERENCES DEVELOPER: T PACIFIC RIM BUILDERS, L.P. 3111 N. TUSTIN AVENUE, SUITE 220 ORANGE, CA 92865 TEL: (714) 974 -5111 FAX: (714) 974 -5091 DESIGNED BY: CHECKED BY: PREPARED BY: 2564 W. WOODLAND DRIVE � ANAHEIM, CA 92801 1p7- TEL: (714) 527 -2552 y.� FAX: (714) 527 -2662 J /� �j� �6�JQ 1 ` 7�� � TRACT NO. 16070 SEWER IMPROVEMENT PLAN SHEET 1 OF 3 6 FIELD BOOK PAGE REFERENCE PLAN DpAvm By: CHECKED BY: 5 4 RECOMMENDED BY: APPROVED BY: 3 PUN HUMBER �y/�y/ yy��/ M —M 2 SENIOR CIVIL ENGR. ASSIST. CIVIL ENGR. CITY O F COSTA MESA DEPARTMENT OF PUBLIC SERVICES 1 APPROVED BY; CITY ENGINEER — R.C.E. No. EXP. NO. DATE REVISIONS APP. DANH CONG HO DATE R.C.E. No. 33100 EXP. 6/30/06 DATE s -i i�