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S-85-3.11555 M E5A VERDE DRIVE �ExIsTINct 24 "14.1- .G INDEX MAI° a SEWER - LINE "D" zr a P� SEWER - LINE "E" MF1.s10- 4a "c -I rr� 9n WATER LINE (NOT A PART) (F I WATEKPCA�/ uae'o° i8 �FN - N 1 seWER LVWF SEE « ............... WATER / LINE' D" - -W - PS NVk ZRAIL PROPOSED) - -(24,. W ) INDEX MAP LEGEND « ............... 5-rOILM DR.11N �• -- TRACT boUW0AKY - -W - hILTEK LINE 5S CjANITAKY 15EWEIC LINE - 'bTVMeT GE.NTeil � �WEtc A/11►NHOLE • W ATCK dllTitee FLY VAL.V E • WATETC 6L.r�w OFF a FIRe N�rDRANT e Alec VAGUUkrt KELCASE VALVE O7 �JNEET NU►.necet ExtsTlwc, G" v c P WATeie LINe.'A' \rc SS 11•tR.wp r - EXIIT. METER To BE ` RELocATED 6Y M.c.W D. E X (STING 8" A. C. F (TO 0E A5AHI?0uEO) jrr I I I r I I I I I I I I � I I I I II I D I I J II ? I I � I C I��J NBW METER I- oGATION 3 I I I I I I 1 --itF LY T(PIGA.L" WATCj[ VALVE Il To CxAL t I SEE SHT -- out - -- -WATER LINE..er, /`0 1v1N�►4 r" MN. f 7 11 - �� l'Y,9TE_P CONS T/P!/CT /ON NOTES Install 8" R.T. 45" ell - 9 ea. Install 8" R.T. 90° ell - -____ 1 ea. SET SHT.3 8„ WATER LINE "C" nni 7 ?i/ MH.Rq/ _ \ SEWER LINE'( T/P,4C T /2088 F. R. 6� NoKTH SHEL LEY GIRcLE FAIRVIEW STATE HOSPITAL SITE 2501 HARBOR BLVD. • DENCH MARK (5tafe DAtUn1) State of Calif. Mon. No. 7 4" Bronze Cap get in conc. 'In5ide 12''¢ 51d. casing w/4-2`0 Guard 1P05 +s) l6il 510 it Merrimac WaLI, 43' 11 4_� North Shelley Circle - EL.Ev. G8.7C0 State CJa +um 5tate Oaturt1 -0-415 Eq. O. Co. Datum PRIVATE ENGINEER S NOTICE TO CONTRACTORS The exialence and locdliun of any underground utility pipes or structures shown on this plan are obtained by a search of available records To the best of our knowledge there are no existing utilities except as shown on these plans The contractor Is required to take due precautionary measures to protect the utilities shown and any other lines or structures nut shown on these plans All contractors and subcontractors performing work shown on or related to these plans shall cunoucl their operations so that all employees are provided a safe place to work and the public Is protected All contractors and subcontractors shall comply with the Occupational Safety and Health Regulallon of the U S Department of Labor and with the State of California Department of Industrial Relations Construction Safety Orders The civil engineer shall not be responsible in any way for the contractors and subcontractors compliance with the Occupational Safety and Health Regulations of the U S Department of Labor or with the State of California Department of Industrial Relations Construction Safety Orders Contractor further agrees trial he shall assume sole and complete re sponsrbrlrty for job site conditions during the course of construction of this project. Including salely of all persons and properly that this require ment shall apply continuously and not be limited to normal working hours, and that the contractor shall defend. Indemnity and hold the owner and the engineer harmless from any and all liability, real or alleged. In Connect tlon with the performance of work on this project. excepting for liability arlsmg from the sole negligence of the owner or the engineer Street work plans reviewed and agreed to pursuant to Public Utilities Code Section 10103 City of Costa Mesa by date3 "g RCE 19-488 I 1AH. R 5 �Exls, ray 4" v C r SEE SH T 2 AV,f TERL /NE A IAN. a is �$ WATERLINE '5TU6 FOR FUTURE CONNECTION - FKISTINC 10" G I. r 5TANDARD 5EwER NOTES 1A /.F 'I L N IQ) Install 8" flg'd. tee..---. - 4 ea. O3 Install 2 water service lateral WIIHZ7WE7ER11EA1`1 0. 20 Construct standard 48 -inch sewer manhole per C.M.S.D. standard S -100. PROFILE SCALES HORIZ. ICI = 40 VERT. I " =4 PLAN SCALE I" = 40' Std. Dwg. 2. 13 ea. ® Install 12" x 8" hot tap on 12 "c.c. (8" tapping valve) per S.D A KF_VISGI> WATEfz A"NI7 M.C.W.D. Std. Dwg- 5 and 6. - 1 ea. OInstall 6 R.T. x Ftq'd Tee _ i ea, © Install 6" x 8" R.T.x Ftq'ci. reducer. 1 ea. O7 Install 1" air vacuum release valve assembly per DOU4LA5 DR., L!/KUP LN., K /N6A /D OR. 22 M.C.W.O. Std. Dwg. 8. - _6 ea. ® Install fire hydrant assembly per M.C.W.D. Std. Install 6 -inch P.V.C. sewer lateral per C.M.S.D. standard S- 104 -A. ______409 L F Dwg- 4. _ _ 5 ea. 0 Install 8" A.C.P. water line (CL -150). 2985 L.F. (011 Install 6" A.C.P. water line (CL -150). 205 L. F. it Trench and Resurface per M.C.lil Std. Dwg- 19. /¢ /O L. F. © Install blow off assembly per M.C.W.D. Std. Dwg- 9. 2 ea. 0 Construct concrete thrust blocking per M.C.1i REVISION Std. Dwg. 11 f 1 ?- li ea. Install 8" Flg- x R.T. butterfly valve per MXI VV.D. Std. Dwg. 14. 12 ea. /5 lIV97ALL B" rA101g1N6 TEE ; 8"7 -Ali VALVE / EA. /G /N6TALL 9' FL G. B/F VAL Vt / eA /7 REL.00St T,1- EXIST 2 ",4/R 1 VACUUM (/ALYE J"O Z' /NS /DE Q qC`WD. STD., i')W 6 IC-A. /B - - -- AELOCATE Ej( /9T YFJVT P/PE5 TD Zr /NS /DE J� 7°nR DETAIL 04/ Sf/T N° ¢ Z EA. /9 4011157- N1,dNNO4F7D GRADE A9 NEEOEO /EA G� FOR CONgT. WITHIN HARBOR UL.VD" R�) ,_�� 3„ Drawing 901 Is modified +o Indicate _J Head not be greater than existing C /Ty OF COS TfI Vv/ SA F //'E P•PEl/E/✓T /D/✓ /JPPPO!/ED SEWER CONSTKL)OTION NOTES OZJANTI TIES - 20 Construct standard 48 -inch sewer manhole per C.M.S.D. standard S -100. PROFILE SCALES HORIZ. ICI = 40 VERT. I " =4 PLAN SCALE I" = 40' I. The sewers stein shall conform to the standards of the Costa Mesa Sanitary District. Y Y MC 643 21585 S.D A KF_VISGI> WATEfz A"NI7 SEjN£IZ CONNI -GTI�N QN 21 Install 8 -inch P.V.C. sewer. 156 0 L F 2. Contractor shall request inspection from the office of the District Engineer 48 hours prior TYP/cAG STREET SEGT/aly to commencement of work. Telephone (714)631 -1731. DOU4LA5 DR., L!/KUP LN., K /N6A /D OR. 22 Install 6 -inch P.V.C. sewer. _ _ _ __ /0 77 Z - 3. Any work performed without inspection from the District shall be considered unacceptable. 23 Install 6 -inch P.V.C. sewer lateral per C.M.S.D. standard S- 104 -A. ______409 L F No 5CALE 4. Contractor shall obtain C.M.S.D. sewer permit prior to commencement of work from the WE57 24 Install 4 -inch P.V.C. sewer lateral per C.M.S.D. standard S- 104 -A. - Deoartrnent of Streets and Sanitation, City of Costa ,Mesa, 77 Fair Drive. Telephone eA67' SIDE $ /DE (7 14) 754 -5323. 31' 25 Install sewer cleanout with plug per C.M.S.D. standard 107. BY 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. PA C CAP 7. Prior to asphalt concrete paving, manhole frames and coversshall be left 6" below fihish grade. After street surfacing is completed, frames and covers shall be raised to grade per Standard Drawing No. S -105. EXrST. r7TREET SECT /oN 3'A.C16 "A. B. 8. Sewer main shall be balled after all manhole frames and covers have been raised to rade 6 "c AG G05T A Mt4,A �e,N ITAKY draTK IGT 234 It . CI TM ST. , Su IT E 2o5 C-cl ME%L C'AuF. "I'l '1 (`)11lull'II�I A"Kovap FO T TI011 WITHIN HAROOA VD. K/w ONLY. Apr. 15r 1 '%lQ�f3S KoeIN 15. NA►.still t�M►�E �. 12ji -J, %e T e-w4meam PLANS PREPARED UNDER THE SUPERVISION OF / \\ r G.T. L/NDQUIST R. .E. 1878,- DATE AIST"CT ENGINEER CONSOLIDATED WATER DISTRICT CAT E 27 •Trench and Resurface per City of Costa Mesa Standard Drawing 801.-- /, /,5-15 L. F 8 *Available As -Built drawings indicate the existing section consists of approx. 21k inches TYPICAL .h-TREET SECT /oN A.C. over 6 inches A B on Merrimac Wa For resurfacin o4 Merrimac W 5t d d SoIL_S EWC�INCCIR' FAG(FIG SOIL( 171 F1TGU, x114) 14) 5e1-'t'4so MB,eR /MAC WAY p/o Sca LE E�..,iwe ING, lNG. IICYINE, W.o -+s kXA5,0A Drawing 901 Is modified +o Indicate _J Head not be greater than existing C /Ty OF COS TfI Vv/ SA F //'E P•PEl/E/✓T /D/✓ /JPPPO!/ED y . S ay an or that resurfacint shall match existing section, and 0%7C Mesa Consolidated PROFILE SCALES HORIZ. ICI = 40 VERT. I " =4 PLAN SCALE I" = 40' PLAN AND PROFILE FOR THE CONSTRUCTION OF lV,47-ER E SEWER /MP.POVEMEIVTS FOR 7-RAC T 7V0. 121 /VOR7H/NESTErPLY CORNER OF NORTH SkIeLLEY CIRCLE AND MERR/M.4C kV�9Y MC 643 21585 S.D A KF_VISGI> WATEfz A"NI7 SEjN£IZ CONNI -GTI�N QN HPl 51-vj:::> FROM BORE To Ot °EIY 3IZ 85 S.P �£VISEI7 WP.TEt2 LINE Li- KUF' iANE Ii KIWCAIF, DR. Water District YOUR INDEPENDENT WATER AGENCY 1965 Placentia Avenue Costa Mesa,Ca92627 714 631 -1291 APPD DATE a e -6 W0 / VA, I Z_ /," c -d DATE BY REVISION DESCRIPTION GENERAL NOTES STATIONING 1. Water, sewer and streets are stationed separately. 2. Water line stationing is along centerlines of water lines. 3. Sewer line stationing is along centerlines of sewer lines. 4. Street stationing is along centerlines of streets. 5. Water and sewer are plotted on the profile at corresponding street stations. 6. Sewerstations are shown on the plan in boxes. 7 AY,9TEe STAT /OHS APE SHOWN On/ THE PL ASV 7,A/ZIS . v 1 . Water mains to be installed according to the 1980 (Rev. 1981) standards and specifications of the M.C.W.D. 2. Contractor to have a copy of 1980 (Rev. 1981) standards and specifications of the M.G.W. D. on fob site at all times. 3. Contractor to notify M.C.W.D. 48 hours prior to construction. Telephone 631 -1291 or 754 -5398. 4. Protect all existing utilities in place. 5. All water mains shall have 3 foot, 6 inch minimum cover to finish grade, unless otherwise noted. G. Water mains will be tested at 225 P.S.I. for four hours. Backf ill material will have a sand equivalent of 25 or greater. S. Chip 2 -inch "W" in curb face to identify water service locations. 9. Install thrust blocks per standard drawing number 12. lo" Plan check, inspection and engineering FEES will be paid prior to signature of District engineer. if. A 15' water main easement will be granted to the Mesa Consolidated Water District for maintenance purposes. 12. The sand backfill will be compacted per Standard Drawing 0 19. !3. A performance guarantee bond shall be posted in the amount of 10% of the actual cost of installation or $500.00, whichever is greater. The bond and validation fee must be received by the District prior to the District's final approval of plans and/or issuance of validation. All work done under this validation shall be in accordance with District Rules and Regulations and Standard Specifications. 14. Separation between sanitary sewer and water mains will be 10' HORIZONTAL 1' VERTICAL. 15. Service laterals will be set to grade by contractor prior to the Installation of water meters and boxes. (o. Water meters will not be installed nor water turned on until the backflow devices required for the building and irrigation systems have been installed, tested, and certified. Contact Water Quality at 714/631 -1462. (7. Raise existing water valve covers to grade. la. Install fire hydrant per Standard Drawing 114. F). Install blow -off per Standard Drawing 119. W. Contractor to verify depth and location of all utilities prior to trenching. 21. Contractor to install temporary caps for testing and chlorination prior to connecting to existing mains. 22" Contractor to return all material removed to District yard. 23. Water meters and boxes to be installed by M.C.W.D. but paid for by others. 24 Double check valves will be required on all water servicing any condominium unit over two stories, contact Water Quality at 631 -1462. 25" Irrigation meters will require a pressure vacuum breaker to be installed a minimum of 12" above highest sprinkler head. 2ro. A double check valve assembly will be required on metered wafer services to all commercial buildings, 21. W low LAND9C41-E,4REA9 No TREES SHALL 6E LOCArEO A//7H /N MCWD E49E114EIvr OR W/TwA! 75FEEr0/- 41,1YMt'.WD. 11c7urr. _ (M)AM Don and CONSULTING CIVIL ENGINEERS ENVIRONMENTAL ENGINEERS SURVEYORS Greek iquooiotes 2428 N. GRAND AVE., SUITE L SANTA ANA, CA. 92701 (714) 543 -0990 PROFILE SCALES HORIZ. ICI = 40 VERT. I " =4 PLAN SCALE I" = 40' PLAN AND PROFILE FOR THE CONSTRUCTION OF lV,47-ER E SEWER /MP.POVEMEIVTS FOR 7-RAC T 7V0. 121 /VOR7H/NESTErPLY CORNER OF NORTH SkIeLLEY CIRCLE AND MERR/M.4C kV�9Y MC 643 SHEET of S M. BL OF des. d n. APPD DATE a e -6 W0 / VA, I Z_ /," c -d ., ° P �. I 1 i i 1 ES � 1 Ila 1 T_ ` Emu4L. y� l8 DENT f /PEN�PEL�OL�GATON DETAIL J1 &� EAa AAP 0, Zo q \ t I / ? \� *i. fPoLyemyeNE, "N /N. L.4f PL A /V VIEW Aw Aklog O X/M #A'1&fACT44«A'# Q r �o 11 as t p AirROYEV /*/Afve 1I 8 Q ` n x < (• 6 24 f4 �tBgME GEJVERiIL /VOTES jnr,11xe- P/9Y/NG — of ApPI� ///���///f���M< -V �N �iVO P V C• 5EWER P//CE !7/ E: CA/AjERHa /. Ga$/NG sNAL.L 6E /NBTALLEO QY TN6 SD OR ✓ACK ME7NOV. P S,p �� N ✓ T /ON' 2. lT0 /OS AROGYVO OaMIAPE Of GAS /N6 SH % PRE56URB, 0 0 - - -- %rgdc /a"r.a i" a S�cEL CA.v►G GROUTCO, 4 To 1 M/X GEMiNT G t CAS /NG SE.GT/ON5 ro ?B JO/ QY G0NT/NI.IOU9 Kj". �\ MiN. I 4. EAcN ENO OF cA6 /N6 3 LC ?E BBALEO vv1M LONGfCTE OT \ '9 /9 i ' A //ROVED FLEX /6L AL. - _ - x�iG w \ \ /• E7f. NW I I Bic R Cou/L/NG 5 C.99/NG To DE f LiD w/TN A/R .?LCwN SA vo _ Vz IQ h P��� A. \, \ I 8 W I e (/ 0 3h I,I 30 30 h�o� bX J �I V1 NA/,vCi o7Ecr."AM o' f L " /9T. /5'K'•ITE�t . 7 I I I �n y�r Z°X 4 "X 3'UNf /N /9Ni0 REDW000 SK /OS, B CL60 I /I I I BOTH ENOS� ✓'TRAP /60 /N OtNGC 3' FR E..iON \ 1 ENV 1 ' lNERMEO /ATE SK /09 G43 ey T Pmow pa WATER lime D A-f4X /MUM COWMR TO SPAUNC OF 7' PoR 5EG7-1oNS /- 7NAN /5.' N07CN 9&/a* %O EAT Jc'TRAr _ SEWER RING DE TAILS 0 Nore s SEE SHEET 27 UPPaAr LBFT� Nos ro Sk.gis Street Work plans reviewed and PLANS P PARED UNDER THE SUPERVISION OF PROFILE SCALE PLAN AND PROFILE FOR THE CONSTRUCTION OF Mesa Consolidated agreed to pursuant to Public VERT. 1 Zt W.iTER BEWeR hWPROYEME/VT3 SHEET 9 p G.✓ LWDQU/5T R.C.E. /8752 DATE water District PLAN SCALE FOR Utilities Code Section 10103 APPROVED BY 1° _,40, TRACT N— /2068 City of Costa Mesa YOUR INDEPENDENT WATER AGENCY 9 Af 6/Y �� ��� TRICT ENGINEER `s`�` d . d N0.4T. WESTERLY CORNER of A424 / J//ELIEY CIKCLE �f by date'�t --Y= M A C SOLIDATED WATER DISTRICT DATE 1965PIacentiaAvenue•Costa Mesa, Ca 92627 714 631 -1291 G / -B4 A�V� /�,jE,�QR/ L' KI,4Y WJ date RCE 19388 DATE BY REVISION DESCRIPTION APPD DATE 7/4 VAL.