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S-88-6.10 e � o a\ � � W anow q, 23� QOWp ..W .1 ., w PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ";da ac p r ' F 9 �? L i C, _ ist , Saw EXISTING PRECAST MANHOLE SHALL BE RAISED - TO GRADE BY REMOVING CONE SECTION AND ADDING 48" I.D. SECTIONS. RING AND COVER TO BE 24 ". EXISTING BRICK MANHOLE SHALL BE RAISED TO GRADE BY REMOVING BRICKS TO WHERE INSIDE DIAMETER IS 36" AND ADDING 36" PRECAST SECTIONS UP TO 2' BELOW FINISHED SURFACE AND ADDING GRADE RINGS FROM THERE, RING AND COVER TO BE 24 ". THE EXISITENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND /OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REOUIRED TO TAKE DUE PRE- CAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. Construction contractor agrees that in accordance with generally accepted con- struction ractl p en, construction contractor will be required to assume sole and complete responsibility for Job site conditions during the course of construction California Council of the project, Including safety of all persons and property, that this require- ment Engineers shall be made to apply continuously and not be limited to normal working 9 hours, and construction contractor further agrees to defend, Indemnify and hold & Land SUrveyOf3 design professional harmless from any and all Ilabllty, reel or alleged, In con- nection with the performance of bark an this project, excepting liability arising from the sole negligence of design professional. R E V I S 1 0 N S DATE DESCRIPTION AW REVIVED LOCAr /ON OF Fry OF NEWIORT PAP,$ BEACH CONNECT /ON -24-8f .IDOEO eA5-BO/LT­ CO.vO7r/OIVS 4 20301, Z eri tea SEWER NOTES l SANTA ANA AVENUE �T - t ft�er �' w.rP�u.✓� (i'" IYiPTGSPK /.1/E � CU T AIVO -YUG At!! soj& EA'1_'6rin.G f7Ai_' iYf�L9HN/7"" AVO ARI1`x­7Z1A7t1 2-n .s .4 4 w.4,-e-�e co. ~P E�1D ip r"PI� fRE1 t � '• FRAMES AND COVERS REMOVED AS A PART OF ABANDONING VAN- HOLES SHALL BE RETURNED TO THE CORPORATION YARD, 2300 PLACENTIA AVENUE, COSTA MESA. f CONST. G" APPROVED BACKFLOW DEVICE PER M.C.W.D. STD. NO. 17 1 EA. ® CONSTRUCT 6" BUTTERFLY VALVE PER M.C.W.D. STD. NO. 14 EA. 40 CONSTRUCT 5'x <," GT. x FLG TEE I EA 13 SANTA ANA DELHI CHANNE_ Lea CosTA Y1R=sA PROJECT LOCATION W C I NEWPORT r MACH QZU)0Z�3 U_ ll-0 >O n�U + NOZO tai °D- .<MCD 0 CO. �03in HM ° N �F -NWU_ 00 Q Y Qz�2OW W a1 O 0 LEJ > MACH ��� Q mt W W CO. It ��� oU)ZZm? CD It �� 0 O 1- in p Wi II 11 = IfiC;U_ N (� O N 11 O Z NNJF -QO > VICINITY MAP M 1_5U21ZF -o W N.T.S. FOR WORK WITHIN C M S D R/W g " QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL l4i1f =1 BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A Ld COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF __.. ._ 1. The sewer system shall conform to the sPandards of the Ct:stu CONSTRUCTION NOTES a EST'D. QUANTITIES* z 4/ CONSTRUCT I" AIR AND VACUUM RELEASE 2 EA O Mesa Sanitary District. 304 LF O CONSTRUCT 6" VCP SEWER LATERAL VALVE A SS' Y. PER M.C.W.D STD # 8 O CONSTRUCT 6" CLEANOUT PER COSTA MESA O Q SANITARY DISTRICT STD. NO. S -107 3 EA ® CONSTRUCT STANDARD 48" I.D. MANHOLE PER ~ LL_ 42 CONSTRUCT B` FLG KGT. 904 ELL I EA 2. Contractor shall request inspection from the office of the U) z MESA SANITARY DISTRICT STANDARDS DES.; A 6./ District Engineer 48 hours prior to commencement of work. 4 EA *wO 43 INSTALL TEMPORARY 6" GT. CAP I EA a Telephone (714) 631 -1731. W FINISH GRADE AND BACKFILLING WITH SAND. CUT AND 2Z 3. Any work performed without inspection from the 7O CAP EXISTING SEWER LATERAL AT MAIN ") ©CONNECT District shall 1 be cons'dered anaccepteble. iANTA ANA NEIGYTS WAiu Ca1PANY - STANDARD Waite CONSTRUCTION NOTES a. Install [iv hydrant per Standard Drawing II. Iowa Class A- F5100P (hive sM.1mg Sf is the only fire hydrant accepted by Santa Ana Heights water Company. 4. Contractor water co tee Lurt Standards and Sp•clticecioma o[ the Will beateraDist CONSTRUCT 8" PVC PIPE CL 150, C 900 AWWA, WHITE 1189 �F t/ shat 1 obtain CMSD sewer permit prior to 0 District. H.•a ce..euaad Water Diarists t Install Iastau ble. -etf yr Standard Dr.,,1ntl P9. t2 coamlencement of work from the Department 'of Streets 2. Contr•c[or co nave on Job -sits a copy of the latest Standard Specifications At all times. 5. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS. ?3 and Sanitation, City of Costa Mesa, 77 Fair Drive. 7. Contractor to notify S.A.H.W.CO. 49 hour. prior to <osecrueclon. (Phone 345 -1060 or 515 -I05C 'I E. Back fill rurta. will news a aavd equivalent of 70 or greater. O Telephone: (714) 754 -5323. STD. NO. 14 FLG. x FLG. 5 EA O CONSTRUCT THRUST BLOCK PER M.C.W.D. STD. 4. Plan Check. In. ection and Engineering , and all enter a service connection deposits 7. Th. ,and backfill ill be c in cud par Standard Drawing P13. ?� CONSTRUCT 8"x6" REDUCER FLG. x GT. 3 EA will W made prior to signature of General Keenest. 8. CHIP 2" "W" IN CURB FACE TO IDEwrlrT WATER SERVICE LOCATION. 5. Clay pipe Joints shall bet Type "G" mechanical compression 5. A performance guarantee bond shall be posted In the seetms of Ras of the setrl cost of 9. INSTALL THRUST BLOCKS PER MESA CONSOLIDATED WATER DISTRICT STANDARD DRAWING 012. e9 joints for main line sewer. Type "D" joints, Band -Seal of installation or 35OO.DO, whichever Is Brodeur. The band and A"llcatim/F•rwit too dust 3 EA 30 approved equal, are approved for laterals and repair work be received by seat, Ana Heights "ter Company prier to our final approval of plans and /or p. Contractor to verify depth and location of all utilities prior to trenching. 3/ Only. issuance of App liuclon /Permit number. All work done under thin Application / Permit number 1. Contractor to Install temporary caps for testing and chlorination prior cc connecting to O CONSTRUCT 8" FLG. TEE shall be in accordance with Cosgany Rules ad Regulations W Standard Speclficacio.s. •xisticg rive. 1 6. Sever main A. Separation between tan i r y sew[, ad co[ l col 11 N 1 ' t101fEORAL, l' VERTICAL. 2. C..trwcor to return men all material cmvd except A. C. pipe. e, broken coveter mad ma[SVe ® g District 7. Is' oil co Santa Me Heights water company. 35 Engineer's approval. A will M Slanted to the s.d.R.f.**. for nsln...a s' water moan s•(7. 5 EA 36 CONSTRUCT 8" FLG. x GT. 45e ELL 5' .c decpoe.s. for sour services (].5' each of nsan; 2.5' each side of **mice). Sa..rnc l«trau are J. Water mean and bon.. to M installed by S. A. tl. W. CO. but vie for by other.. 7. Prior to asphalt concrete manhole frames co be submitted to the Coop", so later than 30 days after Notice of C..,l.tlov 1. filed. 4. A double check valve assembly will be required on all water metered services to any paving, and cover- shall be left 6" below 5, s. rvic• laterals ,lull be set to grade by to tractor prior to the Installation of Water condominium unit over two Stories or fine or mare units on owe mound .. rvlu, contact f: -7i.sh grade. After street surfacing me rare and bores (per HCWD Standard Drawing. 1, 2 and 3) . Pl.r. state "ter also and quantit Water Quality at 754 -5398. is completed, frames and c irs shall be raised to grade per needed o" plans. 5. Irrigation motors will require a reduced pressure principle assembly to be installed. Std. Dung. NO. S -105. 9. Water motor• will not be installed nor water turned om until the backflow devices required b. A reduced pressure principle assembly will be required on metered water services to ail ter tin• building and irrigation gecem how* been installed. tested and certified. ivdu.crlal buildings. 8 Sewer main shall be balled after all manhole frames and Contact Water Oualiry at (714) 754 -5398. have been i_sed LO. Protect existing utilities in place. I. A doubt [neck valve assembly will be required on "wild weer ,.cult.. to .11 torrtlal covers sea to �*rade. bv.laing.. 11. Water mains, shall haw 42" "ai toter to finish grade. 8. In landscaped areas• no trees shall be located In S.A.H.W.CO. use "ac or within 7.5 fast 9 All sewer Wi` ,in CMSD easbtnp.Ilt shal L be vCP. 12. Raise •:lacing water valve cowers to grade (per MCWD std. Dag. 14). of any S.A.H.W.CO. facility. 13 SANTA ANA DELHI CHANNE_ Lea CosTA Y1R=sA PROJECT LOCATION W C I NEWPORT r MACH QZU)0Z�3 U_ ll-0 >O n�U + NOZO tai °D- .<MCD 0 CO. �03in HM ° N �F -NWU_ 00 Q Y Qz�2OW W a1 O 0 LEJ > MACH ��� Q mt W W CO. It ��� oU)ZZm? CD It �� 0 O 1- in p Wi II 11 = IfiC;U_ N (� O N 11 O Z NNJF -QO > VICINITY MAP M 1_5U21ZF -o W N.T.S. SANTA ANA HEIGHTS WATER CO SAH -105 W. 0. 1047 APPROVED: cf ✓mew,,, , -,,,,w ' , +/ •y .3, � 9>?'� DATE COSTA MESA SANITARY DISTRICT APPROVED FOR WORK WITHIN CMS /W: I DISTRICT ENGINEER DATE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY. PRIVATE SEWER SYSTEM APPROVED: DATE ORANGE COUNTY FIRE MARSHALL. FIRE HYDRANT LOCATIONS APPROVED: 6 OFF /CE BU /LO /NGS ✓OB 11W,01 X55: 2032! -2037/ IleVIit/� AI/E. DATE 0"A 11110S NOTE g " QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL l4i1f =1 BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING AND SHALL BID A Ld COMPLETE JOB. CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER OF __.. ._ ANY APPARENT DISCREPANCIES IN ESTIMATES. W U N CONSTRUCTION NOTES a EST'D. QUANTITIES* z SEWER W O CONSTRUCT 8" VCP SEWER MAIN 304 LF O CONSTRUCT 6" VCP SEWER LATERAL 515 LF O CONSTRUCT 6" CLEANOUT PER COSTA MESA O Q SANITARY DISTRICT STD. NO. S -107 3 EA ® CONSTRUCT STANDARD 48" I.D. MANHOLE PER ~ LL_ COSTA MESA SANITARY DISTRICT STD. NO. 5-100 2 EA O RAISE EXISTING MANHOLE TO GRADE PER COSTA U) z MESA SANITARY DISTRICT STANDARDS DES.; A 6./ DOZ 4 EA *wO ABANDON MANHOLE BY REMOVING FRAME AND 2 EA a COVER AND GRADE RINGS TO AT LEAST 24" BELOW W FINISH GRADE AND BACKFILLING WITH SAND. CUT AND 2Z Cr at PLUG EXISTING SEWER INLET AND OUTLET. 7O CAP EXISTING SEWER LATERAL AT MAIN 3 EA ©CONNECT TO EXISTING MANHOLE BY CONSTRUCTING I EA v W DROP STRUCTURE PER CMSD STD. S -102 WATER O CONSTRUCT 8" PVC PIPE CL 150, C 900 AWWA, WHITE 1189 �F t/ CONSTRUCT FIRE HYDRANT ASSEMBLY PER M.C.W.D. STD. NO. 4 DRY BARREL 4 EA t2 CONSTRUCT 2" STANDARD METER ASSEMBLY Wit 112" METER 4BACWFLOW PER M.C.W.D. STD. NO. 2,3, 8 17 G.P.M. = 45 ) DEVICE O 5 EA ?3 CONSTRUCT 2" STANDARD METER ASSEMBLY W 12" METER6'Ack" w PER M.C.W.D. STD. NO. 2, 3, 8 16 (G.P.M. = 85 ) 2 EA O CONSTRUCT 8" BUTTERFLY VALVE PER M.C.W.D. STD. NO. 14 FLG. x FLG. 5 EA O CONSTRUCT THRUST BLOCK PER M.C.W.D. STD. NO. 12 14 EA ?� CONSTRUCT 8"x6" REDUCER FLG. x GT. 3 EA l" CONSTRUCT 6" PVC PIPE CL 150, C 900 AWWA, WHITE iBG LF CONSTRUCT 6" FLG TEE 1 EA e9 CONSTRUCT 8" 90e ELL GT, x GT. 3 EA 30 CONSTRUCT 8" 45' ELL GT. x GT. 3 EA 3/ CONSTRUCT 8" FLG. 900 ELL I EA O CONSTRUCT 8" FLG. TEE 2 EA 33 CONSTRUCT 8" FLG. 45' ELL I EA ® CONSTRUCT 6" FLG. x GT. 90' ELL 2 EA 35 CONSTRUCT 8" FLG. x GT. ADAPTER 5 EA 36 CONSTRUCT 8" FLG. x GT. 45e ELL I EA. 37 CONSTRUCT 8" x6" REDUCER GT. w FLG. I EA SANTA ANA HEIGHTS WATER CO SAH -105 W. 0. 1047 APPROVED: cf ✓mew,,, , -,,,,w ' , +/ •y .3, � 9>?'� DATE COSTA MESA SANITARY DISTRICT APPROVED FOR WORK WITHIN CMS /W: I DISTRICT ENGINEER DATE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY. PRIVATE SEWER SYSTEM APPROVED: DATE ORANGE COUNTY FIRE MARSHALL. FIRE HYDRANT LOCATIONS APPROVED: 6 OFF /CE BU /LO /NGS ✓OB 11W,01 X55: 2032! -2037/ IleVIit/� AI/E. DATE 0"A 11110S v,1 J Ad L C W � P r g " 0 l4i1f =1 O 11.0 r�r `V Ld U CD __.. ._ W U N F z ZQ(3) W 7J F- e Q jgTS =ZQ M a LL1 Q U O Q F N w MO CD O ~ LL_ LL1 W 0) in ZO= U) z XLo< DES.; A 6./ DOZ • M N Q a J le, W v,1 J Ad L C W � P r g " l4i1f =1 r�r `V Ld / � I..L __.. ._ F z U Q jgTS a [ a O Q _ y LL_ ct W � CL 3 W W U) z UOD NO. A24 -014 DES.; A 6./ I DR; sir v • J le, W r 2Z Cr at U a` v W W v,1 J Ad L C W � OF Z SHEETS • z Q 1..L Ld / � I..L F W z U Q w O Q _ y LL_ ct W � CL 3 W W U) z UOD NO. A24 -014 DES.; A 6./ I DR; sir v SHEET I OF Z SHEETS • z