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S-93-1.3g� 3 W l t'n 1 M O� TIE I I I I I L- I AREA 7 NOTE: WORK IN CALTRANS R/W REQUIRES SEPARATE CALTRANS PERMIT. CONTRACTOR SHALL PAY FOR ALL PERMIT AND INSPECTION COSTS. WORK IN COUNTY OF ORANGE REQUIRES SEPARATE PERMIT FROM THE COUNTY. CONTRACTOR SHALL PAY ALL PERMIT AND INSPECTION COSTS. LEGEND M.H. STATION M. H. No. 2 +22 -MH15 APPROX. INVERT ELEVATION APPROX. DEPTH FROM RIM TO PIPE INVERT 21 +80 -MH39 6.0(7 3 43 1 +58 -MH19 JOANN TREET 5.7(73.63) 18 +80 -MH38 0 +00 -MH18 5.8(74.43) 5.8(73.06) WILSON :-L1 A_ nn AREA 12 c»-ii- mni,)o 5.05 DEEP SENATE 6 +95- MH158A 25 5.1 DEEP w \6 +77 -MH148 �OVENO z > o ST. I ? Q r HAMILTON T KNOWELL P BAY ST. YORKSHIRE PL. Iw Q L - -� 0 > J m 0 m o- L UPSTREAM- DISTANCE 2 +35 -MH54 < Q 4 +65 -MH49 FROM z 2 +58 -MH116 > MANHOLES NO. w 5.38 DEEP ' Q > -MH83 Q > a Q J Q z w A AREA 4 Q I 0 +00 -MH115 Cr F- 3 Q 6.58 JEEQ w p z I W SEA BLUFF 26 DR. o Lwi U 2 +35 -MH50 8 +25 -MH82 ~ Q PIPE MISSING AVE VICTORIA /I 0 J VICTORIA 1 WILSON :-L1 A_ nn AREA 12 c»-ii- mni,)o 5.05 DEEP SENATE 6 +95- MH158A 25 5.1 DEEP w \6 +77 -MH148 �OVENO z > o ST. I ? Q r HAMILTON T KNOWELL P BAY ST. YORKSHIRE PL. Iw Q L - -� 0 > J m 0 m o- L UPSTREAM- DISTANCE 2 +35 -MH54 < Q 4 +65 -MH49 FROM FROM MANHOLES NO. w = c9 CANYON DR. -MH83 1 +32 -MH72 0 +00 -MH47 o z J w 30.07 8.3 24.30 15 Cr 0 3 BROKEN PIPE 8.0 21.75 > J Q W SEA BLUFF 26 DR. o z PIPE MISSING 2 +35 -MH50 8 +25 -MH82 ~ PAULARIN PIPE MISSING AVE 911 -912 0 J HOLE 5.4(24.60) 5.8 (31.21) SEA COVE LN. 8 +80 -MH72 1 w > - A - - DETAIL 0 +00 -MH Q BROKEN PIPE © !21 259- 2% 6 +60 -MH73 OPEN CRAGk STREET Lu w 13.59 h!�!H 0 +00 -MH73 Al 2 +48 -MH103 15 > o LN. ° a 5 +34 -MH74 8.5 23.46 10.8(42.17) w MEADOW VIEW LN. 12.51 2 +79 -MH75 Q WILSON :-L1 A_ nn AREA 12 c»-ii- mni,)o 5.05 DEEP SENATE 6 +95- MH158A 25 5.1 DEEP w \6 +77 -MH148 �OVENO z > o ST. I ? Q r HAMILTON T KNOWELL P BAY ST. YORKSHIRE PL. Iw Q L - -� 0 > J m 0 m o- L 34.15 AREA 13 0 +30 -MH26 S 18.2(15.43 O.C.F.C.D. 3 +29 -MH124 10.5(17.64) 11 ACACIA III STREET UPSTREAM- DISTANCE 2 +35 -MH54 < Q 4 +65 -MH49 FROM FROM MANHOLES NO. 0 DOWNSTREAM 3 5 +40 -MH83 1 +32 -MH72 0 +00 -MH47 o z AREA 4 6.1 30.07 8.3 24.30 15 Cr 0 3 BROKEN PIPE 8.0 21.75 AREA 5 Q 26 890 -889 o z PIPE MISSING 2 +35 -MH50 8 +25 -MH82 PAULARIN PIPE MISSING AVE 911 -912 0 J HOLE 5.4(24.60) 5.8 (31.21) 31 w > - BROKEN PIPE - 1100 -1091 0 +00 -MH Q BROKEN PIPE © !21 259- 2% CYPRESS OPEN CRAGk STREET Lu w DORSET h!�!H 0 +00 -MH73 Al 2 +48 -MH103 > o LN. ° a I 8.5 23.46 10.8(42.17) w 5.6(29.69 > Q m 4 +85 -MH102 go� w SPRUCE AVE. Q Q 5.5 30.27 5 +90 -MH111 BAKER ST. °� (34.95) 3 +70 -MH110 COOLIDGE AVE. :6I1I IIIRII 34.15 AREA 13 0 +30 -MH26 S 18.2(15.43 O.C.F.C.D. 3 +29 -MH124 10.5(17.64) 11 ACACIA III STREET 1 +70 -MH48 Q 4.7(53.72) �z BAY VIEW AVE. N 0 +00 -MH47 4.7U53.42) UPPER BAY DR. STREET 23 +10 -MH911 V) 0 5. 75.23 0 -MH910 D. 0 w II w A.V0C?.D0 ST. _J 9 +80 -MH912 w Ljj 6.6 71.14 STREET R� I z © AREA 8 AREA 16 �2 B �I C. vRESSVaE U,�E I - -- ADAMS _ LJ STREET I Q z w U a J D_ 0 ° FCAIVIlvGp aa19B y 3 _Y47 r 0 �° Z a R zs9 )� 'z'\�� �I K /GCOEf�4 6o P� zz3 Q 451SZ, \ _o. 78 +19 75 +77 IMH MH HAMILTON C /R. j 121 Q ; 4 SWAIN C v AREA 7 U Q 72 +27 -MH182 J \1(83.46) 39 +06 MH193 > 36 +31 -MH194 78 +05- 6.6 85.00 5.8(85.40) w w AREA 12 DETAIL "A" STS REET 68 +77 -MH183 LINE UPSTREAM- DISTANCE DISTANCE TYPE OF PROBLEM NO. DOWNSTREAM FROM FROM MANHOLES NO. 0 DOWNSTREAM MANHOLE MANHOLE AREA 4 15 73 -74 3 BROKEN PIPE AREA 5 Q 26 890 -889 15 PIPE MISSING v 0 +09 -MH116 82 PIPE MISSING ® 911 -912 0 8.0 40.86 HOLE AREA 7 31 w > 5 BROKEN PIPE 1100 -1091 8 Q BROKEN PIPE © !21 259- 2% CYPRESS OPEN CRAGk STREET AREA 12 h!�!H 4. 1. p 4.1.q Al Q 3 +37 -MH59 0 = 10.8(42.17) w Q > Q > m go� SPRUCE AVE. Q D 1 +70 -MH48 Q 4.7(53.72) �z BAY VIEW AVE. N 0 +00 -MH47 4.7U53.42) UPPER BAY DR. STREET 23 +10 -MH911 V) 0 5. 75.23 0 -MH910 D. 0 w II w A.V0C?.D0 ST. _J 9 +80 -MH912 w Ljj 6.6 71.14 STREET R� I z © AREA 8 AREA 16 �2 B �I C. vRESSVaE U,�E I - -- ADAMS _ LJ STREET I Q z w U a J D_ 0 ° FCAIVIlvGp aa19B y 3 _Y47 r 0 �° Z a R zs9 )� 'z'\�� �I K /GCOEf�4 6o P� zz3 Q 451SZ, \ _o. 78 +19 75 +77 IMH MH HAMILTON C /R. j 121 Q ; 4 SWAIN C v AREA 7 U Q 72 +27 -MH182 J \1(83.46) 39 +06 MH193 > 36 +31 -MH194 78 +05- 6.6 85.00 5.8(85.40) w w AREA 12 DETAIL "A" STS REET 68 +77 -MH183 LINE UPSTREAM- DISTANCE DISTANCE TYPE OF PROBLEM NO. DOWNSTREAM FROM FROM MANHOLES NO. UPSTREAM DOWNSTREAM MANHOLE MANHOLE AREA 4 15 73 -74 3 BROKEN PIPE AREA 5 26 890 -889 15 PIPE MISSING 27 910 -911 82 PIPE MISSING ® 911 -912 64 HOLE AREA 7 31 1093 -1094 5 BROKEN PIPE 1100 -1091 7 BROKEN PIPE © !21 259- 2% 6 OPEN CRAGk AREA 12 h!�!H 4. 1. p 4.1.q Al HPI F_ IN Pfor 182 -183 17 HOLE IN PIPE 64 193 -194 21 HOLE IN PIPE C AREA 13 70 72- 73 30 BROKEN PIPE AREA 16 1 ® 48 -47 125 44 OPEN CRACK ® 59 -116 38 PIPE MISSING ® 124 -26 109 HOLE IN PIPE AREA 8 i158- 57 19 OPEM CRACK ALTERNATIVE "A" 1. CONTRACTOR'S BID FOR RECONSTRUCTION OF SEWER LINES SHALL INCLUDE, BUT NOT BE LIMITED TO, EXCAVATION, SHORING, REMOVAL AND REPLACEMENT OF SEWER LINES, TRENCH BEDDING, BACKFILL AND REPAVING AS REQUIRED BY THE CITY OF COSTA MESA ENGINEERING DIVISION OR COUNTY OF ORANGE, STRIPING AND TRAFFIC CONTROL. 2. METHOD FOR RECONSTRUCTION OF SEWER LINES SHALL BE PER CMSD STD. S -106 WHICH INCLUDES REMOVING THE DAMAGED PORTION AND RECONNECTING THE NEW SECTION WITH BAND -SEAL REPAIR COUPLING WITH STAINLESS STEEL SHEAR RINGS OR APPROVED EQUAL. 3. ALL PIPE MATERIAL SHALL BE VCP. ALL EXISTING SEWER LINES ARE 8" VCP. 4. TRENCH BACKFILL AND PAVING SHALL BE AS REQUIRED BY THE LOCAL GOVERNING AGENCY. ALTERNATIVE "B" MINIMUM LENGTH OF PIPE TO BE REPLACED LINK PIPE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS FOR REPAIRING 8" SEWER LINES WITH LINK -PIPE REPAIR SLEEVES. THE LINK -PIPE REPAIR SLEEVE WRAPPED IN CLOSED -CELL POLYETHYLENE FOAM GASKET SHALL BE ACCURATELY POSITIONED IN EXISTING SEWER LINE USING A CLOSED CIRCUIT TELEVISION (CCT) CAMERA AND LOCKED IN PLACE BY A SEWER PLUG. THE PLUG IS THEN DEFLATED AND INSTALLATION INSPECTED, USING THE VIDEO CAMERA. CONTRACTORS BID TO INCLUDE ALL EQUIPMENT, LABOR, MATERIALS, VIDEO CAPABILITIES, AND TRAFFIC CONTROL NECESSARY TO PROPERLY INSTALL LINK - PIPE, WITH THE EXCEPTION OF LINE CLEANING WHICH WILL BE PERFORMED BY AGENCY. BIDDER'S NOTES: ADDITIONAL PLANS AND VIDEO TAPES SHOWING SEWER SYSTEM, ITS LOCATION WITHIN THE STREET RIGHT -OF -WAY, AND THE PROBLEMS WITHIN THE LINES ARE AVAILABLE FOR REVIEW AT THE DISTRICT ENGINEER'S OFFICE. IT IS RECOMMENDED THAT BIDDERS REVIEW THIS INFORMATION AT COSTA MESA SANITARY DISTRICT ROBIN B. HAMERS, DISTRICT ENGINEER 234 E. 17TH. STREET, SUITE 205 COSiA MESA, CA 92827 (714) 631 -1731 Q�pFESS /pN Co NO. N c? O RCE 31720 m L EXP. 12/31/96 ��9T CIV1v ��\P � OF rAL�Fp 2 3 2 2 lG 2 2 2 2 2 GRAPHIC SCALE 800 0 300 800 1200 24 ( IN FEET ) 1 inch = 600 ft. FULL SIZE PLANS AVAILABLE UPON REQUEST © "Al- BUILT" 9. ZI- 93 n N N rn \ O N O O J