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S-85-4.4t( 1 { t 1 555 M ESA VERDE DRIVE E.tcISTINr4 -100' 1ti O"M1ETRAIL CPROPOSED) INDEX MAP LEGEND »......... ».... S STORr'I DRAIN -rKA6T b0UW0AR'r WA.TEK Lwe 5S c c7^NITARY 5ewe1C Likle - a aJTV1&eT C.ENTC7Kl_ll < • C C_*WEK M1A.NNOL& • W WAT&K OUTTDRFLY VAL -\/E • W WATeyc blow OFr a F FIRE. HYVKAt-AT • A AIR VAX.UUTA KEL.CASE VALVE SHEET HUMOCCK otv I %-Ex15T. METER TO BE RELOLATED 6Y M.C.v4.D. 7 EXISTING 1311 A.C.F (To 0E ABANDONED) jr 0 I I I I II I I I: D � I e C �" ►„tH.o1 I� tC II -New METER I- ocAYION 3 N � I � I I I I I I �y II T`(PIGAL WATM VALVE WoT To `xA.Le AtifTFe CONS T/PUCT /ON NO TES "II SEE v// �� 3 ea. P � SHT.3 � / 28 Install 8" R.T. 45 ° °e11_ - -- -_- WATER 4) / 1 Install 8" R.T. 90 ell _. -._- __. 1 ea. LINE "D" 2O Install 8" flg'd. tee._ - -_ 4 ea. SEWER O3 Install 2" water service lateral WI1yZ "#EfERAFRN.CNto. LINE "E' s Std. Dwg. 2. 13 ea. SEESHT. 3 / MH. f► 5 sa MH.f10 a/ ® Install 12"x 8" hot tap on 12 "C.c. (8" tapping valve) per WATER LINE "G n o �'n N ExlsTrHy4 "v.G. III, . ` ""- M.C.W.D. Std. Dwg. 5 and 6. -- -- - - - - - -- - __ __..__ -1 ea. / SEESH7- 2 I' l O Install 8 "R.T. x Flq'd Tee 1 ea. IYATE-el INE \ ,l u © Install 6" x 8" R.T. x FIg'ci reducer. - -__- _ - 1 ea. SEWER LM1E "C' s SEWER // s O7 Install 1" air vacuum release valve assembly per LINE" T/P,4C T /2033 D / MIA. r* � .r° _ ° -�__� ,,,.. I M.C.W.D. Std. Dwg. 8. - - - - - -- - -- G ea. 3 y / $" wAT ER LINE STUB FOR 1`- u ` r. ..Il ..r I_ ® Install fire hydrant assembly per M.C.W.D. Std. -bf•N. / FUTURE CONNECTION / � ,�''' w-- Dwg. 4. _ -_ _ 5 ea. / ExlsTwy IO' E. 1 P r 9O Install 8" A.C.P. water line (CL -150). 2985 L.F. i ,r / ExrsnHq IS "s.o � Install 6" A.C.P. water line (CL -150). 205 L.F. Trench and Resurface per M.C.W.D. Std. Dwg. 19. -/¢/0 L.F. SHE 1l LAY GfKeL - © Install blow off assembly per M.C.W.D. Std. Dwg. 9. - 2 ea. E il- rll, �.1nr Construct concrete thrust blocking per M.C.W.D. Std. Dwg. 114 12_ __ I? ea. FAIRVIEW STATE HOSPITAL SITE E ® Install 8" F1 g. x R.T. butterfly valve per M.C.W.D. Std. Dwg. 14. -12 ea. BLVD. /5 lIVSTAI L rA PP /A/G TE6 f 3 "7`APP /N6 VA Ile / EA. 2501 HARBoR V L V D. INSTALL B' -L6 VE L �- - - - ��} -- /7 RELOCATE EX /S% 2 ':4 1R 1 VACUUM 1/& 1/E JO Z' /N5 1,0E ,Q AfCl4!D. 57D.GfV6 B /EA. C j�' - -- RELOCATE Ex1BT y4wr PIOE5 ro t /NS /DE 4 Pie NAIL Oil/ 9HT Nf 4 Z EA, DENGH MAllK (5late Batumi STANDARD ✓EWES 1`a OTEGJ /9 4DJUSTA9.4NN0[�-TO6RADE49 NEEOEO MA- 5tatc of Calif. Mon. No. 1 4" Bronze Ca pa,, SEWER CONSTKLWoTION NOTES QUANT/ TIES P (FOR CON3T. WITHIN i-iARCOR Vl_vD. R /W� �.�;�� 3�„ get In cone Ir1yIdC 11"0 5ti. easlnq w/4-2`46 .i 20 Construct standard 48 -inch sewer manhole per C.M.S.D. standard S -100. rjUS Yd p05 +t/ 155rf `•'/o � Merrimac VVa41 1. The sewer system shall conform to the standards of the Costa Mesa Sanitary District, 6 "cues `3'A.c /6 "A.B, &`c. E6 43 rid O North 51►elley GjrGle 21 Install 8 -inch P.V.C. sewer. 1360 L.F 2. Contractor shall request inspection from the office of the District Engineer 48 hours prior TyPICAt STREET 5.- C7-10n/ to commencement of work. Telephone (714)631 -1731. 22 install 6 -inch P.V.C. sewer. /077 L.F Et.ev. G8.7(a State datum DDU4LA5 DR -, LuKU? IN., KINCA /o DR. - - State Oa +urt1 3. Any work performed without inspection from the District shall be considered unacceptable. No ScacE 23 Install 6 -inch P.V.C. sewer lateral per C.M.S.D. standard S- 104 -A. ____409 L.F 0-45 4. Contractor shall obtain C.M.S.D. sewer permit prior to commencement of work from the �95T 24 Install 4 -inch P.V.C. sewer lateral per C.M.S.D. standard S-104-A. -- Eq. O. CO. Datum Denartrnent of Streets and Sanitation, City of Costa .Mesa, 77 Fair Drive. Telephone 511946 51,9E PRIVATE ENGINEER S NOTICE TO CONTRACTORS The ex"stence and locatiun of any underground utility pipes or structures shown on this plan are obtained by a search of available records To Itte 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 CUndllct 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 Safely and Health Regulation 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 Safely and Health Regulations" of the U S Department of Labor or With the State of California Department of Industrial Relations Construction Safely Orders Contractor further agrees that he shall assume sole and complete re- sponslbddy for lob site conditions during the course of construction of this project. Including safety 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 engine*( harmless from any and all liability. real or alleged, in conned tion with the performance of work on this project. excepting for liability arising from the sole negligence of the owner at the engineer Street work plans reviewed and agreed to pursuant to Public Utilities Code Section 10103 City of Costa Mesa (7 14) 754 -5323. 1 31, 1 2), Install sewer cleanout with plug per C.M.S.D. standard 107. _ 3 EA. 2ro.5' 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 27 "Trench and Resurface per City of Costa Mesa Standard Drawing 801. 1,5-SS L., Specifications on job site at all times. f A C. CA" 7. Prior to asphalt concrete paving, manhole frames and covers shall be left 6" below finish t7% 29 grade. After street surfacing is completed, frames and covers shall be raised to grade per Standard Drawing No. S -105. Ex 19I. �7rREE7 SECTION 8. Sewer main shall be balled after all manhole frames and covers have been raised to grade. C' C,EG. "Available As -Built drawings indicate the existing section consists of approx. 244 inches T'yP1cAG STRBBT SECTToN A.C. over 6 inches A.B. on Merrimac Way. For resurfacing of Marrrmac Way Standard Drawing 901 is modified +o indicate that resurfacing shall match exis+ing faction, and MERR /NAG SAY $ COSTA N&&At A 'E-�okN ITALY IDt5TK 4-r t34 t. 11 TM t r. , Su rr a 409 GO'bT M&%&) CAU IL 12(41 (" 7114) &tj A►►Rovep ro T TION WITHIN HAK00111 fillN0. RJW ONLY. A►r. br Ml;ostx D HAk�ttwf 'DM►� t7Y7rK1GT IEN4NtaiR � � PLANS PRED UNDER THE SUPERVISION OF 1-7 .1 - L 6.T L /NDQU /ST R.IE.E. /9732 I PIS "CT ENGINEER CONSOLIDATED WATER DISTRICT DATE DAT E 5,o1f -ai EwcomeeK FAGIPIG SotLS EtJC,IIJECKIN4, INC. nion F1TGN, 1xvime, C.A.I."l C1 14) 551-1450 W-a'a 100 l * Mesa Consolidated VA Water District YOUR INDEPENDENT WATER AGENCY 1965 Placentia Avenue• Costa Mesa, Ca 92627 714 631 -1291 Head not I>e greater than existlr)g. C /TY OF COSTA F / ?E P.PE//ENT /ON fJPPRO!//ED � � O/Ii TE 2 -15.85 S.D 0 f�EVISED WfaTErz Af.to HAR60R 13LV� FROM DATE BY RE TO OF-F-N CLi. :UP LANE A.NC KING, REVISION DESCRIPTION APW D I DATE PROFILE SCALES HORIZ. I"= 4 V ERT. I't =4 PLAN SCALE I" a 40 7,17 7/ 77 GENERAL NOTES STATIONING - I . 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. 3. Water and sewer are plotted on the profile at corresponding street stations. 6. Sewerstations are shown on the plan in boxes. 7 )VW 7-EA' STAT /OHS A.PE SHOWN ON THE i°L ASV THUS � WATER I . 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 1990 (Rev. 1981) standards and specifications of the M.C.W. D. on .job site at all times. 3. Contractor to notify M.C.W.D. 48 hours prior to construction. Telephone 631 -1291 or 754 -3398. 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. 7. Backfill material will have a sand equivalent of 25 or greater. B. Chip 2 -inch "W" in curb face to identify water service locations. 9. Install thrust blocks per standard drawing number 12. to. Plan check, inspection and engineering FEES will be paid prior to signature of District engineer. i f . 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 / 19. i3. 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. tG, 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. 17. Raise existing water valve covers to grade. Y� 113. Install fire hydrant per Standard Drawing 1i4. I9. Install blow -off per Standard Drawing fi9. 20. Contractor to verify depth and location of all utilites prior to trenching. el. 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 - v% Water meters and boxes to be installed by M.C.W.D. but paid for by others. ?A. Double check valves will be required on all water servicing any condominium unit over two stories, contact Water Quality at 631 -1462. e5. Irrigation meters will require a pressure vacuum breaker to be installed a minimum of 12" above highest sprinkler head. 26. A double check valve assembly will be required on metered water Services to all commercial buildincj5, 27, Wirwv LANDsc4PEARF.AS No TREES SHALL BE LOCATEO WITHIN MCM9 E46EMENr OR WITwA( 75FEEr OF ANY NL.WD. FAcILlrr. s Pill �PrAa Don Greek and fgssooiates CONSULTING CIVILNGINEERS 2428 N. GRAND AVE., SUITE L ENVIRONMENTAL E INEERS SANTA ANA, CA. 92701 SURVEYORS (714) 543-0990 PLAN AND PROFILE FOR THE CONSTRUCTION OF MC 643 ,WATER E SEINER IMPROVEMENTS SHEET FOR TRACT /VO. /ZOSS" /V0R7- H/'VES77EAPLY CORNER OF NURTH SNELLEY CIARVCLE of _ AND ME.PR /MAC A'V�9Y W.O / VAL. T`(PIGAL WATM VALVE WoT To `xA.Le AtifTFe CONS T/PUCT /ON NO TES "II SEE v// �� 3 ea. P � SHT.3 � / 28 Install 8" R.T. 45 ° °e11_ - -- -_- WATER 4) / 1 Install 8" R.T. 90 ell _. -._- __. 1 ea. LINE "D" 2O Install 8" flg'd. tee._ - -_ 4 ea. SEWER O3 Install 2" water service lateral WI1yZ "#EfERAFRN.CNto. LINE "E' s Std. Dwg. 2. 13 ea. SEESHT. 3 / MH. f► 5 sa MH.f10 a/ ® Install 12"x 8" hot tap on 12 "C.c. (8" tapping valve) per WATER LINE "G n o �'n N ExlsTrHy4 "v.G. III, . ` ""- M.C.W.D. Std. Dwg. 5 and 6. -- -- - - - - - -- - __ __..__ -1 ea. / SEESH7- 2 I' l O Install 8 "R.T. x Flq'd Tee 1 ea. IYATE-el INE \ ,l u © Install 6" x 8" R.T. x FIg'ci reducer. - -__- _ - 1 ea. SEWER LM1E "C' s SEWER // s O7 Install 1" air vacuum release valve assembly per LINE" T/P,4C T /2033 D / MIA. r* � .r° _ ° -�__� ,,,.. I M.C.W.D. Std. Dwg. 8. - - - - - -- - -- G ea. 3 y / $" wAT ER LINE STUB FOR 1`- u ` r. ..Il ..r I_ ® Install fire hydrant assembly per M.C.W.D. Std. -bf•N. / FUTURE CONNECTION / � ,�''' w-- Dwg. 4. _ -_ _ 5 ea. / ExlsTwy IO' E. 1 P r 9O Install 8" A.C.P. water line (CL -150). 2985 L.F. i ,r / ExrsnHq IS "s.o � Install 6" A.C.P. water line (CL -150). 205 L.F. Trench and Resurface per M.C.W.D. Std. Dwg. 19. -/¢/0 L.F. SHE 1l LAY GfKeL - © Install blow off assembly per M.C.W.D. Std. Dwg. 9. - 2 ea. E il- rll, �.1nr Construct concrete thrust blocking per M.C.W.D. Std. Dwg. 114 12_ __ I? ea. FAIRVIEW STATE HOSPITAL SITE E ® Install 8" F1 g. x R.T. butterfly valve per M.C.W.D. Std. Dwg. 14. -12 ea. BLVD. /5 lIVSTAI L rA PP /A/G TE6 f 3 "7`APP /N6 VA Ile / EA. 2501 HARBoR V L V D. INSTALL B' -L6 VE L �- - - - ��} -- /7 RELOCATE EX /S% 2 ':4 1R 1 VACUUM 1/& 1/E JO Z' /N5 1,0E ,Q AfCl4!D. 57D.GfV6 B /EA. C j�' - -- RELOCATE Ex1BT y4wr PIOE5 ro t /NS /DE 4 Pie NAIL Oil/ 9HT Nf 4 Z EA, DENGH MAllK (5late Batumi STANDARD ✓EWES 1`a OTEGJ /9 4DJUSTA9.4NN0[�-TO6RADE49 NEEOEO MA- 5tatc of Calif. Mon. No. 1 4" Bronze Ca pa,, SEWER CONSTKLWoTION NOTES QUANT/ TIES P (FOR CON3T. WITHIN i-iARCOR Vl_vD. R /W� �.�;�� 3�„ get In cone Ir1yIdC 11"0 5ti. easlnq w/4-2`46 .i 20 Construct standard 48 -inch sewer manhole per C.M.S.D. standard S -100. rjUS Yd p05 +t/ 155rf `•'/o � Merrimac VVa41 1. The sewer system shall conform to the standards of the Costa Mesa Sanitary District, 6 "cues `3'A.c /6 "A.B, &`c. E6 43 rid O North 51►elley GjrGle 21 Install 8 -inch P.V.C. sewer. 1360 L.F 2. Contractor shall request inspection from the office of the District Engineer 48 hours prior TyPICAt STREET 5.- C7-10n/ to commencement of work. Telephone (714)631 -1731. 22 install 6 -inch P.V.C. sewer. /077 L.F Et.ev. G8.7(a State datum DDU4LA5 DR -, LuKU? IN., KINCA /o DR. - - State Oa +urt1 3. Any work performed without inspection from the District shall be considered unacceptable. No ScacE 23 Install 6 -inch P.V.C. sewer lateral per C.M.S.D. standard S- 104 -A. ____409 L.F 0-45 4. Contractor shall obtain C.M.S.D. sewer permit prior to commencement of work from the �95T 24 Install 4 -inch P.V.C. sewer lateral per C.M.S.D. standard S-104-A. -- Eq. O. CO. Datum Denartrnent of Streets and Sanitation, City of Costa .Mesa, 77 Fair Drive. Telephone 511946 51,9E PRIVATE ENGINEER S NOTICE TO CONTRACTORS The ex"stence and locatiun of any underground utility pipes or structures shown on this plan are obtained by a search of available records To Itte 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 CUndllct 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 Safely and Health Regulation 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 Safely and Health Regulations" of the U S Department of Labor or With the State of California Department of Industrial Relations Construction Safely Orders Contractor further agrees that he shall assume sole and complete re- sponslbddy for lob site conditions during the course of construction of this project. Including safety 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 engine*( harmless from any and all liability. real or alleged, in conned tion with the performance of work on this project. excepting for liability arising from the sole negligence of the owner at the engineer Street work plans reviewed and agreed to pursuant to Public Utilities Code Section 10103 City of Costa Mesa (7 14) 754 -5323. 1 31, 1 2), Install sewer cleanout with plug per C.M.S.D. standard 107. _ 3 EA. 2ro.5' 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 27 "Trench and Resurface per City of Costa Mesa Standard Drawing 801. 1,5-SS L., Specifications on job site at all times. f A C. CA" 7. Prior to asphalt concrete paving, manhole frames and covers shall be left 6" below finish t7% 29 grade. After street surfacing is completed, frames and covers shall be raised to grade per Standard Drawing No. S -105. Ex 19I. �7rREE7 SECTION 8. Sewer main shall be balled after all manhole frames and covers have been raised to grade. C' C,EG. "Available As -Built drawings indicate the existing section consists of approx. 244 inches T'yP1cAG STRBBT SECTToN A.C. over 6 inches A.B. on Merrimac Way. For resurfacing of Marrrmac Way Standard Drawing 901 is modified +o indicate that resurfacing shall match exis+ing faction, and MERR /NAG SAY $ COSTA N&&At A 'E-�okN ITALY IDt5TK 4-r t34 t. 11 TM t r. , Su rr a 409 GO'bT M&%&) CAU IL 12(41 (" 7114) &tj A►►Rovep ro T TION WITHIN HAK00111 fillN0. RJW ONLY. A►r. br Ml;ostx D HAk�ttwf 'DM►� t7Y7rK1GT IEN4NtaiR � � PLANS PRED UNDER THE SUPERVISION OF 1-7 .1 - L 6.T L /NDQU /ST R.IE.E. /9732 I PIS "CT ENGINEER CONSOLIDATED WATER DISTRICT DATE DAT E 5,o1f -ai EwcomeeK FAGIPIG SotLS EtJC,IIJECKIN4, INC. nion F1TGN, 1xvime, C.A.I."l C1 14) 551-1450 W-a'a 100 l * Mesa Consolidated VA Water District YOUR INDEPENDENT WATER AGENCY 1965 Placentia Avenue• Costa Mesa, Ca 92627 714 631 -1291 Head not I>e greater than existlr)g. C /TY OF COSTA F / ?E P.PE//ENT /ON fJPPRO!//ED � � O/Ii TE 2 -15.85 S.D 0 f�EVISED WfaTErz Af.to HAR60R 13LV� FROM DATE BY RE TO OF-F-N CLi. :UP LANE A.NC KING, REVISION DESCRIPTION APW D I DATE PROFILE SCALES HORIZ. I"= 4 V ERT. I't =4 PLAN SCALE I" a 40 7,17 7/ 77 GENERAL NOTES STATIONING - I . 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. 3. Water and sewer are plotted on the profile at corresponding street stations. 6. Sewerstations are shown on the plan in boxes. 7 )VW 7-EA' STAT /OHS A.PE SHOWN ON THE i°L ASV THUS � WATER I . 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 1990 (Rev. 1981) standards and specifications of the M.C.W. D. on .job site at all times. 3. Contractor to notify M.C.W.D. 48 hours prior to construction. Telephone 631 -1291 or 754 -3398. 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. 7. Backfill material will have a sand equivalent of 25 or greater. B. Chip 2 -inch "W" in curb face to identify water service locations. 9. Install thrust blocks per standard drawing number 12. to. Plan check, inspection and engineering FEES will be paid prior to signature of District engineer. i f . 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 / 19. i3. 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. tG, 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. 17. Raise existing water valve covers to grade. Y� 113. Install fire hydrant per Standard Drawing 1i4. I9. Install blow -off per Standard Drawing fi9. 20. Contractor to verify depth and location of all utilites prior to trenching. el. 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 - v% Water meters and boxes to be installed by M.C.W.D. but paid for by others. ?A. Double check valves will be required on all water servicing any condominium unit over two stories, contact Water Quality at 631 -1462. e5. Irrigation meters will require a pressure vacuum breaker to be installed a minimum of 12" above highest sprinkler head. 26. A double check valve assembly will be required on metered water Services to all commercial buildincj5, 27, Wirwv LANDsc4PEARF.AS No TREES SHALL BE LOCATEO WITHIN MCM9 E46EMENr OR WITwA( 75FEEr OF ANY NL.WD. FAcILlrr. s Pill �PrAa Don Greek and fgssooiates CONSULTING CIVILNGINEERS 2428 N. GRAND AVE., SUITE L ENVIRONMENTAL E INEERS SANTA ANA, CA. 92701 SURVEYORS (714) 543-0990 PLAN AND PROFILE FOR THE CONSTRUCTION OF MC 643 ,WATER E SEINER IMPROVEMENTS SHEET FOR TRACT /VO. /ZOSS" /V0R7- H/'VES77EAPLY CORNER OF NURTH SNELLEY CIARVCLE of _ AND ME.PR /MAC A'V�9Y W.O / VAL. COSTA N&&At A 'E-�okN ITALY IDt5TK 4-r t34 t. 11 TM t r. , Su rr a 409 GO'bT M&%&) CAU IL 12(41 (" 7114) &tj A►►Rovep ro T TION WITHIN HAK00111 fillN0. RJW ONLY. A►r. br Ml;ostx D HAk�ttwf 'DM►� t7Y7rK1GT IEN4NtaiR � � PLANS PRED UNDER THE SUPERVISION OF 1-7 .1 - L 6.T L /NDQU /ST R.IE.E. /9732 I PIS "CT ENGINEER CONSOLIDATED WATER DISTRICT DATE DAT E 5,o1f -ai EwcomeeK FAGIPIG SotLS EtJC,IIJECKIN4, INC. nion F1TGN, 1xvime, C.A.I."l C1 14) 551-1450 W-a'a 100 l * Mesa Consolidated VA Water District YOUR INDEPENDENT WATER AGENCY 1965 Placentia Avenue• Costa Mesa, Ca 92627 714 631 -1291 Head not I>e greater than existlr)g. C /TY OF COSTA F / ?E P.PE//ENT /ON fJPPRO!//ED � � O/Ii TE 2 -15.85 S.D 0 f�EVISED WfaTErz Af.to HAR60R 13LV� FROM DATE BY RE TO OF-F-N CLi. :UP LANE A.NC KING, REVISION DESCRIPTION APW D I DATE PROFILE SCALES HORIZ. I"= 4 V ERT. I't =4 PLAN SCALE I" a 40 7,17 7/ 77 GENERAL NOTES STATIONING - I . 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. 3. Water and sewer are plotted on the profile at corresponding street stations. 6. Sewerstations are shown on the plan in boxes. 7 )VW 7-EA' STAT /OHS A.PE SHOWN ON THE i°L ASV THUS � WATER I . 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 1990 (Rev. 1981) standards and specifications of the M.C.W. D. on .job site at all times. 3. Contractor to notify M.C.W.D. 48 hours prior to construction. Telephone 631 -1291 or 754 -3398. 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. 7. Backfill material will have a sand equivalent of 25 or greater. B. Chip 2 -inch "W" in curb face to identify water service locations. 9. Install thrust blocks per standard drawing number 12. to. Plan check, inspection and engineering FEES will be paid prior to signature of District engineer. i f . 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 / 19. i3. 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. tG, 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. 17. Raise existing water valve covers to grade. Y� 113. Install fire hydrant per Standard Drawing 1i4. I9. Install blow -off per Standard Drawing fi9. 20. Contractor to verify depth and location of all utilites prior to trenching. el. 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 - v% Water meters and boxes to be installed by M.C.W.D. but paid for by others. ?A. Double check valves will be required on all water servicing any condominium unit over two stories, contact Water Quality at 631 -1462. e5. Irrigation meters will require a pressure vacuum breaker to be installed a minimum of 12" above highest sprinkler head. 26. A double check valve assembly will be required on metered water Services to all commercial buildincj5, 27, Wirwv LANDsc4PEARF.AS No TREES SHALL BE LOCATEO WITHIN MCM9 E46EMENr OR WITwA( 75FEEr OF ANY NL.WD. FAcILlrr. s Pill �PrAa Don Greek and fgssooiates CONSULTING CIVILNGINEERS 2428 N. GRAND AVE., SUITE L ENVIRONMENTAL E INEERS SANTA ANA, CA. 92701 SURVEYORS (714) 543-0990 PLAN AND PROFILE FOR THE CONSTRUCTION OF MC 643 ,WATER E SEINER IMPROVEMENTS SHEET FOR TRACT /VO. /ZOSS" /V0R7- H/'VES77EAPLY CORNER OF NURTH SNELLEY CIARVCLE of _ AND ME.PR /MAC A'V�9Y W.O / VAL. S-53- Z,3T A"' i/ CX-«,. 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Ec ��((TRiuL �' EASEMENT 1 � � 9 \/ WiRE �PROT Gi) /NE EX/5r. 1049.C.)0 2 WATER LINE B (/ \QOUGL yT3 (UrveR R'l6HTi \ \, , I SEE SHEET 3 (P�orecr) LUK LANE _ SEES CUPP�.� LEfT) . PLANS P ABED UNDER THE SUPERVISION OF PROFILE SCALES PLAN AND PROFILE FOR THE CONSTRUCTION OF MG 649 Street work plans reviewed and _ _e4 HORIZ. I" =40 Mesa Consolidated agreed to pursuant to Public S VERT. I " =4 `Y.4TER E SEWER /MPROIiEMENTS SHEET G.T. L/NDQU /ST R.C.E. 167S2 DATE water District PLAN SCALE FOR Utilities Code Section 10103 APPROVE BY I" = 40• TRACT /VO. 12,05Sr 2 City of Costa Mesa by date z r RCE 19398 4TR'ICT ENGINEER ESA CORSOLIDATED WATER DISTRICT YOUR INDEPENDENT WATER AGENCY DATE 1965 Plocent'IaAvenue -Costo Meso,Ca92627 714 631-1291 S M. BL OF a Idea. dwn. 1VORTH*vrs7 -ERLY CORNER OF NOe7 -H SHEGLEY CGPCLE of y 8 - / -8¢ AND MERR /MAC WAY [VA �- DATE BY REVISION DESCRIPTION APPO DATE WO . I �