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S-90-4.1X X X X W M CO Q D 0 J LL W �Z Y U C7 U Qw -r UD U IZ W W 2 W U n cc a O H cc Cz CL N Z cc IZ F-- W O H Z W a I U. W t` a h CMSD STANDARD SEWER NOTES 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: (714) 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 Department of Streets and Sanitation, City of Costa Mesa, 77 Fair Drive. Telephone: (714) 754 -5323. 5. Contractor shall obtain all necessary permits that may be required by the local governing dgenc,. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RISPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 1I11S REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEOGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISIING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER. UNDERGROUND STRUCTURES ALL UNDERGROUND STRUCTURES OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNFR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREE TO ASSUME LIABILITY AND TO HULU UNDERSIGNED HARMLESS FROM ANY DAMAGES RESULTING FROM THE IXISTEMCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED BY fill- UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. Till CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTLCI Till- UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S xt SPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. FORM DC- OE -92 -PF (REV. 1/88) + 1-1 SETA I L a 0 DE TA /L I, 1, DETAIz _= d SIDE VIEW (PLAN 4/EW 1W.DFNr1CALJ TRENCH WIDTH A 12" it 12" 7 tE 1� — r VALVE 10 BACKFILL X 0. D. X Ends of Lhlmblc hull not be sea lid Cqu l'x Lctuouw 1� min_ See tbtc C LhinA'lu A pipe -- "On new construction thimble may be cast - in -place alter tightly See DETAIL A wrapping with 2 layers of 15# tuilding paper cN sealed as per Moto A ntld detail below. ABUT;31fr Extend thimble 5' min. past end of wingwalls Caulk betwoen It min.- -+i - 4u min. See Note A thimble Ic pipe - - -� E'-- I • /// — — — — Ends of shall not be cealed�::) See Ilote B I Sao flora C ABUT ;71n' norES - A - Fill space between abutment &. Galvanized strap thimble with grout or mortared brick after tightly wrappinr thimble with 2 luyors of 159 building paper. p - Cradle spacing shall be deter- mined by the Permittoe, but shall not exceed IOC and shall Air- be subject to State approval. I IT C - Scrernll mesh, or porous fabric may be used to prevent 1ha ck him material from entering � � � �� rho thimble. a.: .D .o•.�•I,o.. a e. BEDDING ol: : it BARREL OF PIPE BELL OF PIPE NOTES: 6" MIN. — TRENCH SHEETING OR SHORING 6" MIN. 1. Bedding shall be composed of 3/4" crushed gravel 2. Backfill and shall be as required by.the local Agency. 3. "X" shall be between 6 and 8 inches and shall include the thickness of any shoring. 4. All trenching and bedding; operations shall be done in conformance to the Standard Specifications for Public. Works Construction, and as required by the local Agency. TRENCH DETA /L FOR PYC P/PE TRENCH WIDTH BACKFILL /, r X 1 0. I D. _IX 12" BEDDING B / / TRENCH SHEETING OR SHORING SEWER LINE t, BEDDING A q;'.'• ". co o: .o- ' '.o: 6" MIN. a o p BARREL OF PIPE BELL OF PIPE NOTES: 1. Bedding A shall be composed of 3/4" crushed gravel. 2. Backfill and Bedding B siall be as required by.the local Agency. 3. "X" shall be between 6 aid 8 inches and shall include the thickness of any shoring. 4. All trenching and bedding operations shall be done in conformance to the Standard Specifications for Publiz Works Construction, and as required by the local Agency. � Galvanlzed anchor bolts 0 W } 0 m PIPE U�rA 1L A � 0 W w Ir In 1 - L'nst -in -I lace cradles 511,111 be 5el•Urcd to the w > I- brldl;n uot'flt 51ah with doaels. The contact surface of the soffit -,lab shall ho thoroulhly COSTA � 0 LU I- Q 0 W M CO Q D 0 J LL W �Z Y U C7 U Qw -r UD U IZ W W 2 W U n cc a O H cc Cz CL N Z cc IZ F-- W O H Z W a I U. W t` a h CMSD STANDARD SEWER NOTES 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: (714) 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 Department of Streets and Sanitation, City of Costa Mesa, 77 Fair Drive. Telephone: (714) 754 -5323. 5. Contractor shall obtain all necessary permits that may be required by the local governing dgenc,. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RISPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 1I11S REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEOGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISIING FROM THE SOLE NEGLIGENCE OF THE OWNER AND ENGINEER. UNDERGROUND STRUCTURES ALL UNDERGROUND STRUCTURES OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNFR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREE TO ASSUME LIABILITY AND TO HULU UNDERSIGNED HARMLESS FROM ANY DAMAGES RESULTING FROM THE IXISTEMCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED BY fill- UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. Till CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTLCI Till- UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S xt SPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. FORM DC- OE -92 -PF (REV. 1/88) + 1-1 SETA I L a 0 DE TA /L I, 1, DETAIz _= d SIDE VIEW (PLAN 4/EW 1W.DFNr1CALJ TRENCH WIDTH A 12" it 12" 7 tE 1� — r VALVE 10 BACKFILL X 0. D. X Ends of Lhlmblc hull not be sea lid Cqu l'x Lctuouw 1� min_ See tbtc C LhinA'lu A pipe -- "On new construction thimble may be cast - in -place alter tightly See DETAIL A wrapping with 2 layers of 15# tuilding paper cN sealed as per Moto A ntld detail below. ABUT;31fr Extend thimble 5' min. past end of wingwalls Caulk betwoen It min.- -+i - 4u min. See Note A thimble Ic pipe - - -� E'-- I • /// — — — — Ends of shall not be cealed�::) See Ilote B I Sao flora C ABUT ;71n' norES - A - Fill space between abutment &. Galvanized strap thimble with grout or mortared brick after tightly wrappinr thimble with 2 luyors of 159 building paper. p - Cradle spacing shall be deter- mined by the Permittoe, but shall not exceed IOC and shall Air- be subject to State approval. I IT C - Scrernll mesh, or porous fabric may be used to prevent 1ha ck him material from entering � � � �� rho thimble. a.: .D .o•.�•I,o.. a e. BEDDING ol: : it BARREL OF PIPE BELL OF PIPE NOTES: 6" MIN. — TRENCH SHEETING OR SHORING 6" MIN. 1. Bedding shall be composed of 3/4" crushed gravel 2. Backfill and shall be as required by.the local Agency. 3. "X" shall be between 6 and 8 inches and shall include the thickness of any shoring. 4. All trenching and bedding; operations shall be done in conformance to the Standard Specifications for Public. Works Construction, and as required by the local Agency. TRENCH DETA /L FOR PYC P/PE TRENCH WIDTH BACKFILL /, r X 1 0. I D. _IX 12" BEDDING B / / TRENCH SHEETING OR SHORING SEWER LINE t, BEDDING A q;'.'• ". co o: .o- ' '.o: 6" MIN. a o p BARREL OF PIPE BELL OF PIPE NOTES: 1. Bedding A shall be composed of 3/4" crushed gravel. 2. Backfill and Bedding B siall be as required by.the local Agency. 3. "X" shall be between 6 aid 8 inches and shall include the thickness of any shoring. 4. All trenching and bedding operations shall be done in conformance to the Standard Specifications for Publiz Works Construction, and as required by the local Agency. � Galvanlzed anchor bolts Cast in cradle' ' MENCII/ DETA IL FOR Dr. PIPE U�rA 1L A Cast -in-place or precast concrete Cradles 1 - L'nst -in -I lace cradles 511,111 be 5el•Urcd to the brldl;n uot'flt 51ah with doaels. The contact surface of the soffit -,lab shall ho thoroulhly COSTA MESA SAN /TARY 01S7A' 1C7 cleaned prior to placeusnt of concruto. • 2 - Precast cradles shall be securely fastened to the bridlto soffit ulab with a two compommt rpn.y adb,eslvo approved by the Stnte. The contact un dace of the sot'rlt, slab shall bn L•veted L cleaned prior t.n application or the adhoslve. DETA /L .aII FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES DIST COL POST MILES SHEET T TOTAL PROJECT NO 51 REGISTERED CIVIL ENGINEER v s PLANS APPROVAL DATE NO R � tap CIVIL w 4.' PN Il lV VICINITY MAP NOT TO dCALE 4T e P NO l ITCE31720 gCIV1l J?le OF CAI If 0310% U "M BUILT" 4/90 PpPO./ECT NO. 1112/00 - //O PpOJECT LOCAT /ON 234 E. 17 -T1H STREET , Sl11TE 205 COSTA MEJ'A , CA 92627 1'7147 631 -1731 MESA tDRYT 40AFRIMArS/NG lj SE1�✓E�P FO�PCE MANN D/ST.PleT EN6 11YEE.P- .POB/N9 HAMMS DATE CU SHEET 2 G N