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S-2002-1.5X 3 «a 3 Mail: i �N Q LL W • i� STANDARD WATER CONSTRUCTION NOTES CONSTRUCTION NOTES ON -SITE UTILITIES CONSTRUCTION NOTES OFF -SITE UTILITIES LEGEND 1. ENGINEERING PLAN CHECK /INSPECTION FEE AND PERFORMANCE GUARANTEE BOND SHALL BE PAID AND APPLICATION /PERMIT (A.P.) COMPLETED BY THE APPLICANT O CONSTRUCT 6" DIA. VCP SEWER LATERAL FROM 5' OUTSIDE OF BUILDING 28 CONSTRUCT 8 "x8 "x6" TEE, 6 "GATE VALVE, KENNEDY VALVE PRODUCT OR EQUAL, AND �n CONSTRUCT 8" DOUBLE DETECTOR CHECK ASSEMBLY PER M.C.W.D. STANDARD W EXISTING WATER LINE BW BACK WALK PRIOR TO THE APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL TO EXISTING SEWER LINE ON PROPERTY PER CITY OF COSTA MESA DEPARTMENT © CONCRETE THRUST BLOCK. INSTALL 6" CL200 (C900) PVC FIRE WATERLINE PER CMDPS IL-nq DRAWING 17, AND INSTALL 8-DIA. CLASS 200 PVC WATERLINE IN ACCORDANCE BE IN ACCORDANCE WITH DISTRICT RATES AND DEPOSIT SCHEDULE. Q OF PUBLIC SERVICES (CMDPS) TRENCHING DETAIL STANDARD DWG. NO. 813. STANDARD DWG. NO. 813 TO 5 FEET OUTSIDE OF BUILDING. COORDINATE CONNECTION WITH MCWD STANDARD DRAWINGS. ON -SITE INSTALLATION SHALL COMPLY WITH E EXISTING ELECTRIC LINE CD CURB DRAINS CONNECT TO EXISTING SEWER LINE WITH A WYE CONNECTION PER COSTA MESA WITH PLUMBING PLAN. INSTALL 8" TO 6" REDUCER ON MAIN LINE DOWNSTREAM OF TEE. 1998 C.P.C. G EXISTING GAS LINE FH FIRE HYDRANT D. SEE SEWER NOTES 19 & 20. 2. DEVELOPMENT IMPACT FEES WILL BE COLLECTED BY THE DISTRICT AT THE TIME SANITARY DISTRICT STANDARD PLAN S- 104 -A, 29 CONSTRUCT 6" DIA. 90' ELBOW AND CONCRETE THRUST BLOCK PER MCWD STANDARDS. 17 SAWCUT OTHER FEES ARE COLLECTED PRIOR TO APPROVAL OF PLANS OR SERVICE AGREEMENT, O CONSTRUCT 6" DIA. VCP SEWER LATERAL FROM 5' OUTSIDE OF BUILDING S EXISTING SANITARY SEWER LINE FS FUTURE SURFACE WHICHEVER IS FIRST. THIS FEE WILL BE IN ACCORDANCE WITH DISTRICT RATES Qg 2 DWG. OS 8138 CONNECT PROPERTY PER NEW SEWER CLINE WITH ACHHIN CONNECTION DETAIL ST DAR 30 CONSTRUCT 6" DIA. CL200 (C900) PVC FIRE WATERLINE PER MCWD STANDARDS. 18 CONSTRUCT 4' DIA. SEWER S-100. HOLE PER COSTA MESA SANITARY DISTRICT SD EXISTING STORM DRAIN LINE FG FUTURE GROUND AND DEPOSIT SCHEDULE. COSTA MESA SANITARY DISTRICT STANDARD PLAN S- 104 -AD. SEE SEWER 11 31 CONSTRUCT 8" DIA. 45' BEND AND CONCRETE THRUST BLOCK PER MCWD STANDARDS. OHW EXISTING OVER HEAD WIRE INV PIPE INVERT RELOCATE NOTES 19 & 20. 19 E HYDRANT STRICTTANARD DRAWING OSO P4 N PER MESA SIC EXIST. SIGNAL INTERCONNECT CABLE PP POWER POLE 3. WATER MAINS SHALL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND 32 CONSTRUCT 8" DIA. 90' ELBOW AND CONCRETE THRUST BLOCK PER MCWD STANDARDS. CONSOLIDATED WATER D SPECIFICATIONS OF MCWD. CONSTRUCT 8" DIA. VCP SEWER LINE. JOIN TO EXISTING 8" VCP IN NEWPORT O BLVD. PER CMDPS TRENCHING DETAIL STANDARD DWG. NO. 813 AND CMSD &5 37 REPLACE EXISTING 2" WATER METER #WITH 1 -1/2" WATER METER (30.44 GPM) AND 20 TRENCH BACKFILL AND COMPACTION PER CITY OF COSTA MESA - - PROPERTY LINE PB PULLBOX 4. CONTRACTOR SHALL HAVE, ON THE JOB SITE, A COPY OF THE LATEST STANDARD STANDARD DETAIL 5 -112. BACKFLOW DEVICE FOR IRRIGATION USE PER MCWD STANDARD DRAWING NO. 3 &23. STANDARD DRAWING NO. 813. NO SLURRY BACKFILL ALLOWED. RETURN 2" METER (87678610) TO MCWD YARD. BACKFLOW DEVICES SHALL BE FLOWLINE OH OVERHEAD SPECIFICATIONS AT ALL TIMES. STANDARD CONSTRUCT SEWER CLEANOUT PER COSTA MESA SANITARY DISTRICT STANDARD O INSTALLED PER 1998 C.P.C. 21 ADJUST ITEM AS INDICATED TO FINISH GRADE. CURB FACE TC TOP CURB 5. CONTRACTOR SHALL NOTIFY MCWD 48 HOURS PRIOR TO CONSTRUCTION 38 TO ENSURE APPROPRIATE FLOW CHECK WITH CITY PLUMBING INSPECTOR FOR BACKFLOW Y2 RELOCATE EXIST. OMNIBUS SIGN AS SHOWN ON PLAN. SD NEW STORM DRAIN LINE TELE PB TYPICAL O (PHONE: 949 - 631 -1201 - INSPECTION DEPARTMENT) O INSTALL FIRE HYDRANT PER MESA CONSOLIDATED WATER DISTRICT (MCWD) SIZING. 6 STANDARD DRAWING NO. 4. SAWCUT INSTALL NEW 2" SERVICE AND RELOCATED 2" WATER METER AND BACKFLOW DEVICE PER CONNECT 2" COPPER WATER SERVICE TO EXIST. S" AC WATER MAIN AND INSTALL TSPB TRAFFIC SIGNAL PULLE 6. A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S CONSTRUCT TWO (2) STEEL BOLLARDS PER PSI STANDARD DRAWING 3.1.2 39 MCWD STD. DWG. NO. 2,3 & 23 AT BACK OF SIDEWALK ALONG NEWPORT BLVD. RECONNEC 7 23 NEW 3/4" WATER METER (23 GPM) AND BACKFLOW DEVICE FOR DOMESTIC USE NOTICE OF COMPLETION TO GUARANTEE WORK PERFORMED BY THE CONTRACTOR. O SPACED 2' O.C. OR AS NECESSARY TO PROTECT F.H. FROM VEHICULAR DAMAGE. A WITH THE EXISTING 2" DOMESTIC SERVICE PIPE ON DAILY PILOT PROPERTY. 2" SERVICE, PER MESA CONSOLIDATED WATER DISTRICT STANDARD DRAWING 2,3 & 23. ON -SITE FIRE HYDRANT SMH SEWER MANHOLE BACKFLOW DEVICE AND RECONNECTION TO EXISTING SERVICE SHALL BE PER 1998 C.P.C. ® INSTALLATION SHALL COMPLY WITH 1998 C.P.C. BORING LOCATION W WATER 7. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS SHALL BE 10' HORIZONTAL, O UTILITIES TO WEST BAY STREET. THIS SHEET AFTER CONNECTION OF NEW 40 ABANDON 1" SERVICE AT MAIN BY CONTRACTOR. RETURN 5/8" WATER METER #74511998 24 CONNECT 8 "DIA. CLASS 200 PVC WATER MAIN TO EXISTING 8 "AC WATER MAIN WITH + POWER POLE WM WATER METER V VERTICAL. O TO MCWD YARD. O STANDARD TAPPING SLEEVE AND VALVE PER MCWD STANDARD DRAWING 6. ON -SITE CAP END OF CONDUIT AT PROPERTY LINE. O ABANDON 2" SERVICE AT MAIN BY CONTRACTOR AND RETURN TO MCWD YARD UPON INSTALLATION SHALL COMPLY WITH 1998 C.P.C. 0 NEW ASPHALT PAVING WV WATER VALVE 8. A 15' WATER MAIN EASEMENT WILL BE GRANTED TO THE MCWD FOR MAINTENANCE PURPOSES, 11 42 VERIFICATION THAT METER IS NO LONGER IN SERVICE. VCP VITRIFIED CLAY PIPE 5' FOR WATER SERVICES (7.5' EACH SIDE OF MAIN; 2.5 EACH SIDE OF SERVICE). 25 CONNECTION TO EXISTING GAS LINE AND GAS LINE CONSTRUCTION PER SOUTHERN 0 NEW CONCRETE PAVING 10 EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO THE DISTRICT NO LATER THAN 8 CONSTRUCT 1" DIA. SCH. 40 PVC WATERLINE FROM NEW GAS COMPANY STANDARDS 16 NEW WATER METER TO 43 NEW ELECTRICAL TRANSFORMER, SEE ELECTRICAL PLANS. (85.76) EXISTING ELEVATION TO MATCH CONSTRUCTION NOTE 5' OUTSIDE OF BUILDING PER CMDPS TRENCHING DETAIL STANDARD DWG. N0. 813. 30 DAYS AFTER NOTICE OF COMPLETION IS FILED. INSTALL 6" PVC SEWER LATERAL FROM NEW 8" VCP SEWER LINE TO EXISTING DAILY PILOT ® CONSTRUCT AN APPROVED 1" REDUCED PRESSURE BACKFLOW PREVENTER ON qq INSTALL NEW 2" SERVICE LINE CONNECTION AND METER VAULT AT BACK OF WALK ALONG 27 6 VCP SEWER LATERAL. LOCATION TO BE DETERMINED BY CONTRACTOR. JOIN EXISTING WITH 85.76 PROPOSED ELEVATION 4A EASEMENT REFERENCE 9. SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE THE SERVICE LINE PER MCWD STANDARD REQUIREMENTS. PER 1998 C.P.C., SEE NEWPORT BLVD. CONSTRUCT ANGLE STOPS AT END OF PIPE IN VAULT PER 1998 C.P.C. A BANDSEAL STAINLESS STEEL COUPLING WITH SHEAR RING. TRENCH PER CMDPS STANDARD O INSTALLATION OF WATER METERS AND BOXES (PER MCWD'S STANDARD DRAWINGS STANDARD WATER CONSTRUCTION NOTE 31. Q 45 CONSTRUCT 2" DIA. SCH. 40 PVC WATERLINE FROM BACK OF RELOCATED 2" WATER DWG. NO. 813 AND CMSD STANDARD DWG. NO. 112. 85.76 EXISTING SPOT ELEVATION #1, #2 AND #3). METER PER 1998 C.P.C. CONNECT TO EXISTING 2" PVC WATER SERVICE LINE IN 8 11 ROOF DRAIN CONNECTIONS PER SHEET 01.3. (16 TYP.) PER 1998 CPC PLANTER OF DAILY PILOT PROPERTY. 35 CONSTRUCT 8" DIA. VCP SEWER LINE. JOIN TO EXISTING 8" VCP IN NEWPORT 112 & 10. WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BLVD. RIGHT HI WAY. TRENCHING PER CMSD STANDARD DWG. NO. 5 -112 & BACKFLOW DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS 12 STORM DRAIN PER SHEET 01.3 (7 TYP.). 46 CONSTRUCT 2" DIA. SCH. 40 PVC WATERLINE FROM BACK OF NEW METER VAULT TO CMDPS TRENCHING DETAIL STANDARD DWG. NO. 813. PLANTER ON DAILY PILOT PROPERTY PER 1998 C.P.C. CONSTRUCT ANGLE STOPS AT HAVE BEEN INSTALLED, TESTED, APPROVED, AND CERTIFIED. zoo CONSTRUCT 2" CONDUIT PER CMDPS TRENCHING DETAIL STANDARD DWG. NO. 813. ENDS OF PIPE. 41 ABANDON FIRE HYDRANT AT MAIN BY CONTRACTOR. I. CONTACT CROSS CONNECTION CONTROL AT 949/631 -1200 ext.134. 47 CUT AND PLUG EXISTING 6" VCP SEWER LATERAL AT RIGHT OF WAY. CONSTRUCT 8"x8 "x6" TEE, 6 "GATE VALVE, KENNEDY VALVE PRO OF, UAL, CONSTRUCT 1 -4" ELECTRICAL CONDUIT PER CMDPS TRENCHING DETAIL STANDARD 51 14 DWG. NO. 813 FROM BACK OF RELOCATED VAULT TO EXISTING TRANSFORMER. 48 CUT AND PLUG EXISTING 6" VCP SEWER LATERAL PRIOR TO ABANDONING 8" VCP LINE. 11O AND CONCRETE THRUST BLOCK. INSTALL 6" CL200 (C900) PVC FI WATTERLINE Q 11. PROTECT EXISTING UTILITIES IN PLACE. 8 PER CMDPS STANDARD DWG. N0. 813 TO RELOCATED FIRE HYDRANT CONNECTION. 4 15 CONSTRUCT 8" DIA. CL200 (C900) PVC WATER PIPE PER CMDPS TRENCHING DETAIL 49 CUT AND PLUG EXISTING 6" VCP SEWER LATERAL 5 -FEET FROM EXSTING MAIN LINE. 12. WATER MAINS SHALL HAVE 42" MINIMUM COVER TO FINISH GRADE. 0 STANDARD DWG. NO. 813. PER 1998 C.P.C. SEE STANDARD WATER CONST. NOTE 31. TO O CONSTRUCT 8" DOUBLE DETECTOR CHECK ASSEMBLY PER M.C.W.D. STANDARD TO BE REPLACED, REMOVE EXISTING CONDUIT AND ELECTRIC LINES BENEATH NEW BUILDING. Q O DRAWING 17, AND INSTALL 8 "DIA. CLASS 200 PVC WATERLINE IN ACCORDANCE SEE ELECTRICAL 13. RAISE EXISTING WATER VALVE COVERS TO GRADE (PER MCWD STANDARD DRAWING #14). 16 E PLANS 2 WITH MCWD STANDARD DRAWINGS. ON -SITE INSTALLATION SHALL COMPLY WITH 8 CONSTRUCT 4' DIA. SEWER MANHOLE PER COSTA MESA SANITARY DISTRICT 1998 C.P.C. REMOVED D.D.C.A. FROM DAILY PILOT PROPERTY MAY BE REUSED. I 14. INSTALL FIRE HYDRANT PER MCWD STANDARD DRAWING /4 OR #4B. 26 INSTALL ASSEMBLY MIN. 6' -0" FROM BACK OF WALK AND MIN. 1' -0" CLEARANCE I t STANDARD DETAIL N 5 -10 WITH NEW GATE, TO ALLOW FOR MAX MiJM SIGHT DI T E. 15. INSTALL BLOW -OFF PER MCWD STANDARD DRAWING #9. I I I AREA OF FUTURE BUILDING .i ® w 27 / 14 ACCESSIBLE 16. WATER MAINS SHALL BE TESTED AT 225 P.S.I. FOR FOUR HOURS. 31 �rn ����I��f����TT %�%T/i(M.H. APPROX. 457 L.F. / % !.i / 16 UNIT FRM EXIST. MAIN IN / NEWPORT BLVD.) 17. BACKFILL MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER. �= � ��� 18. THE BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE COMPACTED PER MCWD EXISTING \ Fw -� f I t _ SbS STANDARD DRAWING #18, AND BE IN COMPLIANCE WITH C.C.M. STANDARD DRAWING 813. 2" PVC I LJ OA % / ��( 3l� �4 EXISTING B�AC I W W W I /i �' 165 (TO RAIN) 19. CHIP 2" "W" IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION. 6 - X4 '/��{ / P 2075 NEWPORT BLVD. 20. INSTALL THRUST OR GRAVITY BLOCKS PER MCWD STANDARD DRAWING #11 OR #12. 3 rn 1p a I X_ 21. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. OA 22. CONTRACTOR SHALL INSTALL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR 131 51 30 P ►% 9A TO CONNECTING TO EXISTING MAINS. j Fly 23. CONTRACTOR SHALL RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P., y I 1'V�/i 3 ��31 /// 2053 NEWPORT BLVD. I 14 BROKEN CONCRETE, AND NATIVE SOIL. �4 24. WATER METERS AND BOXES WILL BE INSTALLED BY MCWD BUT PAID FOR BY OTHERS. 15 27 EWER ESMNT U 8 _ 25. A REDUCED PRESSURE PRINCIPAL ASSEMBLY WILL BE REQUIRED ON ALL WATER c � e ExIS c EL TRIC TRA METERED SERVICES TO ANY CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR 3 I Q I a z CONCRETE GUTTER EDI N 3�E EcTR I L P S MORE UNITS ON ONE METERED SERVICE. CONTACT CROSS CONNECTION CONTROL '// 79 949/631 -1200 ext.134. I V -�_ 0• 1 u u rn f� EXIST. 3" SCHEDULE Z ~n 6z7 Sz6 s�q VA T 1 80 PVC DOMESTIC \ N X 88 ' 26. IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY. Qg 18 �Pi•3�,,,��N�����t/ WATER LINE (PRIVATE) \ i 871 /f 88 B6.9 fig. G� 86.9 �j, 27. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN MCWD EASEMENT OR 1 8tc �F5 8 7 I % E ECTRICAL 8T7 88 WITHIN 7.5' OF ANY MCWD FACILITY. �x p p h PANEL FIRE r 15 C tP: �Nd�' ��z 1� EAstl g I Story Storage Units - Bu ld*n B SPRINKLER 28. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED 45 : 6 5 11,443 S.F. B76 n VALVE WATER SERVICES TO ALL INDUSTRIAL BUILDINGS. w rR� wait w° e ° 1'r��W TA. 1 +54.94 Ori7� F SE 29. A DOUBLE CHECK DETECTOR ASSEMBLY WILL BE REQUIRED ON FIRE LINE SERVICES. 8 3 S 1 MANH LE LAI 30. FIRELINE SERVICES SHALL NOT BE TURNED ON UNTIL THE DISTRICT ENGINEERING r 5.1dV 1 3A NOTE FOR CONTRACTOR: DEPARTMENT HAS RECEIVED A LETTER FROM THE OWNER, OR OWNER'S AUTHORIZED H 15 AGENT, REQUESTING IT AND STATING THAT THE PLUMBING IS READY FOR THE kn ,n FIRELINE TO BE TURNED ON. THE LETTER MUST ALSO CONTAIN THE MCWD FILE 8 32 iv iv g 1 11 I ro S 7ti 11 N q� I REGARDING SIGNAL INTERCONNECT CABLE rv- NUMBER, SIZE AND SERIAL NUMBER OF THE DEVICE AND JOB ADDRESS. N1 © N2 N39'44'5 tSi.87 I 11 t1 ® I 87'5 CONTRACTOR SHALL PROTECT EXISTING SIGNAL INTERCONNECT CABLE IN PLACE 8 1. ALL ON -SITE WATER FACILITIES SHALL COMPLY WITH 1998 C.P.C. 8 c 28 Y:nl 11 /� I h 9A (AFTER AREPAIRS) FROM TOCONTROLLERSATLBAY STREETETO WITHIN CONTROLLER ATOVICTORIA /8� to 11 29 I STREET. CONTRACTOR SHALL INSTALL 12 PAIRS OF 19 SIGNAL INTERCONNECT SEWER NOTES f !"L, I CABLES PER CITY OF COSTA MESA REQUIREMENTS. # 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA 13 3 0 87 I I 4A 5A 1 43 �SZs SANITARY DISTRICT. In I I 1 I ) " r 1 44.30' 7A 8A / 1 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT 7 11 ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (714) 15 -- I (, 2075 NEWPORT BLVD. 631 -1731. g7 My r °K TO 1 8L4 y III 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE BE AN 01 t CONSIDERED UNACCEPTABLE. 1.25' 2.25 11 3 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF -- WORK FROM THE DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA Q 3.75 �T t5 !� / to Clinlate C ®P�j CPS lily �� ��� J� �C�(� ° = 1 MESA, 77 FAIR DRIVE. TELEPHONE: (714) 754 -5323. Qy ®dU�h �/ I 87.1 0 North 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED Q Lobby q 48 I New Bull imlg A 87. BY T"F- tCCAL GOVERIRMG aGEIRCY. - - 67 y . � FF 88.910 ®1��� I a7 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD o ? 3 45 8 1k 40 I 2051 NEWPORT BLVD. r PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. �'' f' w iv 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS 3s ; N" FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OF APPROVED EQUAL, F > > �' P`' r e67 ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY. a a a pp 6A N G���aOl ° 86.6 N N N GO Z I .V 7 � � C7 � CV1 8, 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT. r -I I N 87 �, 86.s .� 86.5 { 4" ss 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS. a 1' ® 3 \ °� q 8j 11 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 86.78 TC 8 .2 TG 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S 81.86 INV 87.3 �D SO B SD SD r 871 APPROVAL a 44 SDL6 SDL7 n Sp o Z a4 l kro ro 3Y l 1 3 X18- �ti -88.5 0 C N 7 r� G 7 12 7 4 tf� �., - - 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE 7 9 j V 47 "t k� 1 I 3 ' - "' V B� v 7 _ LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, 9� 39 24 24 21 v, e 35 6� N s 2 mss 47 8 42 6 5" 49 8a 50 ti 7 / ) FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105. 8 39 4 00" E 350. of BELL PUL BOX 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR W G ti G 10 WALK G W G W G 667 W W W W - 86.7 APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. 0J' S S �� 6 "CONC CURB FACE 1�� a 0 637 a6.o 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE �0 aNJ t 86.2 Q g ^ �a�F m Q 1 19 19 m Tc q2 37 BEEN RAISED TO GRADE. Oro' 7 o p 51 5 IN 23 � 1 <,n ¢ o o 86. 19 1 1 'I� • 86.31 n 19 86.3 r7 O o, 86.7 g'L (0 co 86.1 vi O�O� ^ r�i O �� 41 a c'o 38 <'o 15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER. a 41 ELOCAFE Th7 22 o 0`' N ao Q l p o 1gT ® U 1 e r o 20 m a ENTERLINE c ? 3 EXISTING 20 m m = 6 f°= _ �y!m8 = 1 a8.7 w 857 Z6 g NEWPORT BLVD. 16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT N a ° = BUS SIGNa° �z a w L $ rn CENTERLINE 03� °w° O ' w >� _ MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. - �- Gn� n - F a- 3 n I - N n _ a 3 - I 3 3 3 3 3 6 - N 1173 in fV 11 Oa I I NO. S -110 -A OR S- 110 -B. 3 +00 M M 9i n +� n m k` 4 +00 + 5 +00 m J6 +00 ut r, a 7+00 8+00 + + + + + �+ +-I + N t0 +� + N +J + �j 17 r.7 M In r9 O h 85.6 85.6 N 855 85.5 In � ONE WAY ro + p 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT a a a < 2 <a a a < < $ b a o < a o �_ rI- I- r- Id I- ui I- Ci I- CALIRANS R.O.W. SD FOUND IN FIELD OR FOUND TO BE DEFECTIVE. kn to Inn In « _kn r - 47.1't rao ry 85.00 RIM SD 98 -- 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. 63 "_ N0. 5 -112. ti 6 - - �m 13.3' �Z a a _ p CONCRETE CHANNEL e7r g5 9 g p4" RCS? SD SO g�6 1 20' I 9 h h ., 19. ALL SEWER WITHIN PUBLIC RIGHT OF WAY OR CMSD EASEMENT IS PUBLIC AND SHALL �� cn cn _ SQ cn C STA 0 20 40 60 CONSTRUCTED PER THESE STANDARDS. ALL SEWER ON PRIVATE PROPERTY THAT IS �r ORM AIN MANH L OUTSIDE CMSD EASEMENT IS PRIVATE AND THE SEWER SYSTEM SHALL BE REVIEWED, .6 t APPROVED, AND INSPECTED BY THE CITY OF COSTA MESA BUILDING DEPARTMENT. REMOVAL NOTES ON -SITE UTILITIES 0 EASEMENTS v ground 20. ALL ON -SITE SEWER FACILITIES CONSTRUCTED OUTSIDE OF DEDICATED EASEMENTS ABANDON EXISTING SEWER MANHOLE, REMOVE THE EXIST. MANHOLE EASEMENTS FOR #2053 NEWPORT BLVD. ARE SHOWN PER CHICAGO TITLE CO. PRELIMINARY REPORT EASEMENTS FOR #2051 NEWPORT BLVD. ARE SHOWN PER CHICAGO TITLE CO. PRELIMINARY REPORT Service Alert SHALL COMPLY WITH 1998 C.P.C. a COMPLETE. BULKHEAD PIPE EXITING MANHOLE AND CAP AND PLUG #203008296 -MO8 DATED OCTOBER 26, 2000. #203008249 -MO8 DATED JULY 20, 2000. of southern California EXISTING PIPES TO BE ABANDONED. BACKFILL PER SOILS ENGINEER'S - NO EASEMENTS PER THE ABOVE MENTIONED TITLE REPORT. AN EASEMENT FOR PIPELINES, DITCHES, AND AQUEDUCTS, RECORDED JANUARY 29, 1920 11 SURVEY NOTES: RECOMMENDATIONS. O IN BOOK 351 PAGE 42 OF DEEDS. EASEMENT IS UNPLOTABLE, DOCUMENT IS ILLEGIBLE. {,- Calk TOLL FREE 1. STATION 00+00.00 CENTERLINE INTERSECTION OF BAY STREET AND ABANDON ENTIRE EXISTING 8" DIA. VCP SEINER MAIN FROM MANHOLE IN NEWPORT BLVD. PER RECORD OF SURVEY 82 -1161 BK. 104 PG 29 R.S. 8 NEWPORT BLVD. R.O.W. FILL PIPE TO BE ABANDONED UNDER BUILDINGS WITH ONE SACK CEMENT SLURRY. CAP AND PLUG ENDS OF REMAINING PIPE OUTSIDE OF BUILDING FOOTPRINT. FLAG THE ENDS OF THE EXISTING 2. WORK WITHIN PUBLIC RIGHT OF WAY REQUIRES AN ENCROACHMENT PERMIT PIPE FOR LOCATION BY THE GEOTECHNICAL ENGINEER. FROM THE CITY OF COSTA MESA PUBLIC SERVICES DEPARTMENT. CAP AND PLUG END OF EXIST. 8" VCP SEWER PIPE AND RECHANNEL 3. NO UNDERGROUND UTILITY HAS BEEN VERIFIED FOR ITS LOCATION, SIZE AND BOTTOM OF EXISTING SEINER MANHOLE. ELEVATION, ETC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO POTHOLE ABANDON EXISTING 8" DIA. ACP WATER MAIN AND 2" GAS LINE FROM AND VERIFY ALL EXISTING UTILITIES PRIOR TO THE CONSTRUCTION, AND PROTECT r4l CONNECTION IN NEWPORT BLVD. R.O.W. TO NW'LY PROPERTY LINE. FILL THE SAME. PIPE TO BE ABANDONED WITH ONE SACK CEMENT SLURRY. BULKHEAD BENCHMARK Qj ENDS OF PIPE. 5 CAP AND PLUG ENDS OF EXIST. 8" ACP WATER WITH BLIND FLANGE, COUNTY OF ORANGE BENCHMARK AND ABANDON 8" VALVE AT MAIN ON NEWPORT BLVD. FOUND ELEVATI DATUM: PROTE OPR( L- 1-800 422 -4133 10 DAYS BEFORE YOU DIG James Goodman Architect ure " M 31732 Rancho Vlejo Road - Suite E San Juan Capistrano, California 92675 949A93.0740 -Voice 949A93.0719 - Fax infonnado ri ftala.com An Architectural Corporation Member American Institute of Architects Penffueld & Smith Civil Engineers 101 East Victoria Street Santa Barbara, California 93101 805.963.9538 - Voice 805.966.9801 - Fax cp9@pemleldsmith.corn Peter Ba andow & Assoc. Landscape Architects 20301 SW Birch Street - #102 Newport Beach, California 92660 949261.6066 - Voice 949261.6064 - Fax pbrandow®aol.com � A New Storage Ftidily for S�ba9e Public Storage 99 -332 2051 -2075 Newport Blvd. Costa Mesa, Callfomia PuNic Storage, hc. 701 Western Avenue Glendale, California 91201 818244.8080 - Voice 818543.7341 -Fax jRtzpati ickeNbikstoeage.com Project Number 2022 Drawing Number 2022a201 Issue Dates Building Department Submittal - April 6, 2001 Plan Check Corrections - August 27, 2001 Q Added Utlllry Connections to RJ)idk PropMy - September 10, 2001 2Q Plan Check & Owner Requested Conectons - October 8, 2001 ///�/� Addendum 1- October 31, 2001 4 Addendum 2- November 26, 2001 5 Plan Check Corrections- December 13, 2001 6 Plan Check Corrections- December 18, 2001 7 Plan Check Corn ctici January 31, 2002 8 Plan Check Corrections- February 5,2D02 9 Plan Check Corrections- February 13, 2002 0 Buik!tln 3- Mardi 15, 2002 1 Plan Check Comments- April 03, 2002 2 Owner Request- May 2, 2002 Owner ,20025ted Revisions (Building B) - Clarification - -June 19, 2002 PA=G I A utfloty G°,docat000 n & G nstrucVoo n Man C-1 05 14115.01 1411503 -5.dwq TO REMAIN EASEMENTS FOR #2075 NEWPORT BLVD. ARE SHOWN PER CHICAGO TITLE CO. PRELIMINARY REPORT --AN EASEMENT FOR ROAD, RECORDED APRIL 16, 1951 IN BOOK 2170, PAGE 607 O.R. #203008337 -MO8 DATED AUGUST 16, 2000. AND RECORDED NOVEMBER QUITCLAIMED, INSTRUMENT 6,1953 IN BOOK 2608, PAGE 394 O.R.. (PRIVATE) NO. 2002- 0036379 O - - - -AN EASEMENT FOR ROAD & PUBLIC UTILITIES, RECORDED --AN EASEMENT FOR PUBLIC UTILITIES (GAS CO.), RECORDED IN BOOK 2548, PAGE 123 O.R. IN BOOK 2145, PAGE 109 O.R.. (PRIVATE) 6A TO BE QUITCLAIMED UPON ----AN EASEMENT FOR PUBLIC RELOCATION OF UTILITY UTILITIES (EDISON), RECORDED OCTOBER 19, 1953 IN BOOK O - - - -AN EASEMENT FOR SANITARY SEWER & APPURTENANCES IN FAVOR OF COSTA MESA 2596, PAGE 6, O.R.. TO BE QUITCLAIMED UPON RELOCATION OF UTILITY SANITARY DISTRICT, RECORDED IN BOOK 11953, PAGE 548 O.R.. <8> - - - -AN EASEMENT FOR ROAD & PUBLIC UTILITIES, RECORDED NOVEMBER 6, 1953 IN 12 - - - -AN EASEMENT FOR PUBLIC UTILITIES, RECORDED AS INSTRUMENT NO. 85- 293060, O.R. BOOK 2608, PAGE 397, O.R.. (PRIVATE) QUITCLAIMED, INSTRUMENT NO. 2002 - 0036379 ///��.\ (RA )- - - -AN I7ACI =1AFNT FAR RnAn RFCf1RnFn Nn VF11RFR R 10FA IN R(VW 9rni;t RArF 740A n R AN AC EASEMENT FOR PIPELINES, RECORDED OCTOBER 20, 1987 INCTRI WENT NA R7- SRRn57 f1 R L- 1-800 422 -4133 10 DAYS BEFORE YOU DIG James Goodman Architect ure " M 31732 Rancho Vlejo Road - Suite E San Juan Capistrano, California 92675 949A93.0740 -Voice 949A93.0719 - Fax infonnado ri ftala.com An Architectural Corporation Member American Institute of Architects Penffueld & Smith Civil Engineers 101 East Victoria Street Santa Barbara, California 93101 805.963.9538 - Voice 805.966.9801 - Fax cp9@pemleldsmith.corn Peter Ba andow & Assoc. Landscape Architects 20301 SW Birch Street - #102 Newport Beach, California 92660 949261.6066 - Voice 949261.6064 - Fax pbrandow®aol.com � A New Storage Ftidily for S�ba9e Public Storage 99 -332 2051 -2075 Newport Blvd. Costa Mesa, Callfomia PuNic Storage, hc. 701 Western Avenue Glendale, California 91201 818244.8080 - Voice 818543.7341 -Fax jRtzpati ickeNbikstoeage.com Project Number 2022 Drawing Number 2022a201 Issue Dates Building Department Submittal - April 6, 2001 Plan Check Corrections - August 27, 2001 Q Added Utlllry Connections to RJ)idk PropMy - September 10, 2001 2Q Plan Check & Owner Requested Conectons - October 8, 2001 ///�/� Addendum 1- October 31, 2001 4 Addendum 2- November 26, 2001 5 Plan Check Corrections- December 13, 2001 6 Plan Check Corrections- December 18, 2001 7 Plan Check Corn ctici January 31, 2002 8 Plan Check Corrections- February 5,2D02 9 Plan Check Corrections- February 13, 2002 0 Buik!tln 3- Mardi 15, 2002 1 Plan Check Comments- April 03, 2002 2 Owner Request- May 2, 2002 Owner ,20025ted Revisions (Building B) - Clarification - -June 19, 2002 PA=G I A utfloty G°,docat000 n & G nstrucVoo n Man C-1 05 14115.01 1411503 -5.dwq