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S-84-15.1r I ADAMS Q/ W r, a PROJECT SITE EST CIA HIGH -SC OL ,f. WILSON i VICTORIA r: I 2, w� 19th ST. Y, 17th ST. ER AVE. SAN I DIEGO PAULARINO BAKER DATE D REINFORCED CONCRETE PIPE J REACH DRIVEWAY m AVE. MANHOLE CL ORANGE 1 C M. C. h. COAST RICH COLLEGE SCHOOLARLIE R. TOP OF RIM B. C. 'JAY BEGIN CURVE MERRIMAC L. HANOv" d2. , SHEET 4 OF - CHANGED THE DIRECTIVE LINE TO PROPER POSITION V END CURVE ER AVE. SAN I DIEGO PAULARINO BAKER LEGEND r' r �i F W Y. �I W m J F 7 ST H I rE r/ 1000 0 1000 3000 feet LOCATION MAP CITY OF COSTA MESA R.C.P. DATE D REINFORCED CONCRETE PIPE J REACH DRIVEWAY m AVE. MANHOLE CL ORANGE 1 C M. C. B. COAST RICH COLLEGE SCHOOLARLIE R. TOP OF RIM B. C. 'JAY BEGIN CURVE MERRIMAC L. HANOv" d2. , SHEET 4 OF - CHANGED THE DIRECTIVE LINE TO PROPER POSITION V END CURVE DR. 1 FAIR C.M.P. SHEET ZOF 4 - 4o0ED EX %8T BUR /Eo T6L. C4OLE - 38'NOezw OF MERRIMAC 4Vly 4L V CORRUGATED METAL PIPE E. CIVI ;CENTER m O / �SO. CAL. it V. TELEPHONE VAULT O. C. < F > ;COLLEG L - -- G w LL ST. S T. 22'v LINEAR FEET j A LEGEND r' r �i F W Y. �I W m J F 7 ST H I rE r/ 1000 0 1000 3000 feet LOCATION MAP CITY OF COSTA MESA R.C.P. DATE D REINFORCED CONCRETE PIPE D. W. REACH DRIVEWAY M. H. MANHOLE CL CENTERLINE C. B. CATCH BASIN J. S. JUNCTION STRUCTURE T. R. TOP OF RIM B. C. 7 184 S BEGIN CURVE F. L. FLOW LINE E.C. SHEET 4 OF - CHANGED THE DIRECTIVE LINE TO PROPER POSITION V END CURVE T. C. TOP OF CURB C.M.P. SHEET ZOF 4 - 4o0ED EX %8T BUR /Eo T6L. C4OLE - 38'NOezw OF MERRIMAC 4Vly 4L V CORRUGATED METAL PIPE E. V. ELECTRIC VAULT V.C.P. VITRIFIED CLAY PIPE T. V. TELEPHONE VAULT O. C. E. M. A. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY G UNDERGROUND CABLE L.F. LINEAR FEET j SEWER LINE C.C.M. CITY OF COSTA MESA - - - -Cr - GAS LINE R / W RIGHT OF WAY - " - -�./ WATER LINE C.C. STEEL CYLINDER CONCRETE PIPE E. UNDERGROUND ELECTRIC LINE A.C. WATER ASBESTOS CEMENT PIPE ® REFER TO SIGNAL PLAN L. A. C. F. C. D. LOS ANGELES COUNTY FLOOD CONTROL DISTRICT R E V I S 1 0 N S CONTRACTOR NO. D DATE D DESCRIPTION A APP REACH F 7/84 S SHEET OF - ADDED STEEL SPACES V V.T 7/84 S SHEET 4OF4 - TURN HOOK FLAT LENGTH V V. T. 7/84 S SHEET 4 OF 4 - ADDED STEEL BAR AND SPACE V V T W WORK STARTED: 7 184 S SHEET 4 OF 4 - ADDED CONCRETE THICKNESS V V.T. W WORK ACCEPTED: 7/84 S SHEET 4 OF - CHANGED THE DIRECTIVE LINE TO PROPER POSITION V V.T. INSPECTED By ® I I011Q4 S SHEET ZOF 4 - 4o0ED EX %8T BUR /Eo T6L. C4OLE - 38'NOezw OF MERRIMAC 4Vly 4L V V Z A I Io /2 M 5 51JE °T 3 OF4 - REV /SED WgTER L/ N 9 ELOCAT /ON ;y I 4 C m It. r NOTICE, TO CONTRACTORS: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON OR RELATED TO THESE PLANS SHALL CONDUCT 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 REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION" THE DESIGN ENGINEER AND THE CITY OF COSTA MESA SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS NON- 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. PRIVATE ENGINEERS NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUNC UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. NOTICE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPAN- CIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR SHALL PROVIDE AS- BUILTS" TO THE CITY OF COSTA MESA ENGINEERING DEPARTMENT UPON COMPLETION OF ALL WORK. CONTRACTOR SHALL VERIFY ALL PLAN ELEVATIONS. I' WIT&.1 !I I hiffi � i GENERAL NOTES Y REACH F 4 C m It. r NOTICE, TO CONTRACTORS: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON OR RELATED TO THESE PLANS SHALL CONDUCT 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 REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION" THE DESIGN ENGINEER AND THE CITY OF COSTA MESA SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS NON- 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. PRIVATE ENGINEERS NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUNC UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. NOTICE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPAN- CIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR SHALL PROVIDE AS- BUILTS" TO THE CITY OF COSTA MESA ENGINEERING DEPARTMENT UPON COMPLETION OF ALL WORK. CONTRACTOR SHALL VERIFY ALL PLAN ELEVATIONS. I' WIT&.1 !I I hiffi � i GENERAL NOTES Y REACH 4 C m It. r NOTICE, TO CONTRACTORS: ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON OR RELATED TO THESE PLANS SHALL CONDUCT 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 REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION" THE DESIGN ENGINEER AND THE CITY OF COSTA MESA SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS NON- 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. PRIVATE ENGINEERS NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUNC UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. NOTICE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPAN- CIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR SHALL PROVIDE AS- BUILTS" TO THE CITY OF COSTA MESA ENGINEERING DEPARTMENT UPON COMPLETION OF ALL WORK. CONTRACTOR SHALL VERIFY ALL PLAN ELEVATIONS. I' WIT&.1 !I I hiffi � i GENERAL NOTES I. ALL TRENCH EXCAVATION, BACKFILL S RESURFACING SHALL BE PER C.C.M. STD. NO. 801 AND" GUIDELINES FOR TRENCH EXCAVATION 100 -E -100 SAND- CEMENT SLURRY SHALL BE REQUIRED FOR R C.P. 2. ALL STANDARD PLANS REFER TO LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DWGS. AND /OR CITY OF COSTA MESA STD. PLANS. 3. WHERE PAVEMENT IS TO BE CUT 1.5' OR LESS FROM EDGE OF GUTTER, STOMP CUTTING SHALL NOT BE ALLOWED.SAW CUTTING WILL BE PERMITTED. 4. WHERE TRENCH WALLS ARE 1.5' OR CLOSER TO THE EDGE OF GUTTER, TRENCH SHALL BE BACKFILLED WITH CLASS 100 -E -100 SAND CEMENT SLURRY. 5. ALL TRENCHES WHICH ARE TRANSVERSE OR DIA- GONAL TO EXISTING STREETS OR ARE WITHIN AN i INTERSECTION SHALL BE BACKFILLED WITH CLASS 100-E -100 SAND - CEMENT SLURRY. 6. LINE 8 GRADE TO BE ESTABLISHED BY CONTRACTOR, CERTIFIED BY CONTRACTORS ENGINEER OR SURVEYOR ON FINAL CONSTRUCTION DWGS. 7 CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS FOR STORM DRAIN TIE -INS PRIOR TO START OF CONSTRUCTION AND SHALL BE CERTIFIED BY LICENSED ENGINEER OR SURVEYOR. R E E R E N C E S DESIGNED BY. D K R 6/84 CHECKED By TBH /JWB BENCH MARK NO. CM -45 -81 REFERENCE PLANS IMP. PL., TR. 2726 2727. DRAWN BY: KM , TZ , HE 6/84 CHECKED BY: T B H /JW B ELEVATION 62.813 NOTE TO CONTRACTOR, SEE SHT. i RECOMMENDED BY: DESCRIPTION DESCRIPTION BRASS DISK IN NE COR. OF STANDARD DRAWING NO. PER CONST. NOTES. ` �4 // / i 3 -64 C.B. AT SW COR. OF FAIRVIEW AND A SOC)A CCIIVILLEENGINEER ASSISTANT CfT_Y_ -ENGIN ARLINGTON. - APPROVED BY: _ CITY ENGINEER RCE 19388 R INDEX OF SHEETS SHEET DESCRIPTION I. TITLE SHEET 2. PLAN AND PROFILE- HANOVER DRIVE TO MERRIMAC WAY 3. SURFACE OVERFLOW CHANNEL 4. DETAILS AND SECTIONS UTILITY PHONE NO. SOUTHERN CALIF. GAS CO. (714) 634- 3117 MESA CONSOLIDATED WATER DIST. (714) 631-1291 COSTA MESA SANITARY DIST. ( 714) 631-1731 SOUTHERN CALIF EDISON CO. (714) 973-5491 PACIFIC BELL ( 714) 966 -6224 UNDERGROUND SERVICE ALERT 1-800- 422 - 4133 GENERAL NOTES FOR WATER LINES I. WATER MAINS TO BE INSTALLED ACCORDING TO THE 1980 STANDARDS AND SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT. 2. CONTRACTOR TO HAVE ON JOB -SITE COPY OF 1980 STANDARD SPECS. AT ALL TIMES. 3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 HOURS PRIOR TO CONSTRUCTION. (PHONE: 714/631 -1291 OR 754-5398) 4. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS TO BE 10' HORIZONAL, I ' VERTICAL, MINIMUM. 5. PROTECT ALL EXISTING UTILITIES IN PLACE. 6 WATER LINES SHALL HAVE 42" MINIMUM COVER TO FINISHED GRADE. 7 RAISE EXISTING WATER VALVE COVERS TO GRADE. B. WATER MAINS SHALL BE TESTED AT 225 PS.I. FOR FOUR HOURS. 9. BACKFILL MATERIAL SHALL HA`JE A SAND EQUIVALENT OF 25 OR GREATER. 10. THE SAND BACKFILL SHALL BE COMPACTED PER STD. DWG. # 19. 11. INSTALL THRUST BLOCKS PER STD. CWG.-# 12. 12 CON 'TRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 13. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTION TO EXISTING MAINS. 14. CONTRACTOR TO RETURN ALL MATERIAL REt,10VED TO DISTRICT YARD. 15, PLAN CHECK, INSPECTION AND 'NO FEE PERMIT' WILL BE MADE PRIOR TO SIGNATURE OF DISTRICT ENGINEER. MESA CONSOLIDATED WATER DISTRICT 1965 Placentia Avenue, California 92627 - - APPROVED BY: DATE: JEFF RtNNA- 0/1r. EN6R. / 7 0' 4 13CX.Jl L120 E 7C V1G?C- * 71C7 CCWr"atblr7. \/ consu /ling engineers /architects 1501 Quail Street, P.O. Box 7350 Newport Beach, California 92658-0469 (714) 752-0505 PLANS PREPARED�THE SUPERVISION OF: THOMAS HOOKER R.C.E. 29275 DATE 6'84 UPPER F03 STORM DRAIN REACH NO.4 6/8� TITLE SHEET I SOFT 'fig HANOVER DRIVE TO MERRIMAC WAY PLAN 3 CITY OF COSTA MESA NUMBER DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION H4� 1 O.1 a Y I. ALL TRENCH EXCAVATION, BACKFILL S RESURFACING SHALL BE PER C.C.M. STD. NO. 801 AND" GUIDELINES FOR TRENCH EXCAVATION 100 -E -100 SAND- CEMENT SLURRY SHALL BE REQUIRED FOR R C.P. 2. ALL STANDARD PLANS REFER TO LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DWGS. AND /OR CITY OF COSTA MESA STD. PLANS. 3. WHERE PAVEMENT IS TO BE CUT 1.5' OR LESS FROM EDGE OF GUTTER, STOMP CUTTING SHALL NOT BE ALLOWED.SAW CUTTING WILL BE PERMITTED. 4. WHERE TRENCH WALLS ARE 1.5' OR CLOSER TO THE EDGE OF GUTTER, TRENCH SHALL BE BACKFILLED WITH CLASS 100 -E -100 SAND CEMENT SLURRY. 5. ALL TRENCHES WHICH ARE TRANSVERSE OR DIA- GONAL TO EXISTING STREETS OR ARE WITHIN AN i INTERSECTION SHALL BE BACKFILLED WITH CLASS 100-E -100 SAND - CEMENT SLURRY. 6. LINE 8 GRADE TO BE ESTABLISHED BY CONTRACTOR, CERTIFIED BY CONTRACTORS ENGINEER OR SURVEYOR ON FINAL CONSTRUCTION DWGS. 7 CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS FOR STORM DRAIN TIE -INS PRIOR TO START OF CONSTRUCTION AND SHALL BE CERTIFIED BY LICENSED ENGINEER OR SURVEYOR. R E E R E N C E S DESIGNED BY. D K R 6/84 CHECKED By TBH /JWB BENCH MARK NO. CM -45 -81 REFERENCE PLANS IMP. PL., TR. 2726 2727. DRAWN BY: KM , TZ , HE 6/84 CHECKED BY: T B H /JW B ELEVATION 62.813 NOTE TO CONTRACTOR, SEE SHT. i RECOMMENDED BY: DESCRIPTION DESCRIPTION BRASS DISK IN NE COR. OF STANDARD DRAWING NO. PER CONST. NOTES. ` �4 // / i 3 -64 C.B. AT SW COR. OF FAIRVIEW AND A SOC)A CCIIVILLEENGINEER ASSISTANT CfT_Y_ -ENGIN ARLINGTON. - APPROVED BY: _ CITY ENGINEER RCE 19388 R INDEX OF SHEETS SHEET DESCRIPTION I. TITLE SHEET 2. PLAN AND PROFILE- HANOVER DRIVE TO MERRIMAC WAY 3. SURFACE OVERFLOW CHANNEL 4. DETAILS AND SECTIONS UTILITY PHONE NO. SOUTHERN CALIF. GAS CO. (714) 634- 3117 MESA CONSOLIDATED WATER DIST. (714) 631-1291 COSTA MESA SANITARY DIST. ( 714) 631-1731 SOUTHERN CALIF EDISON CO. (714) 973-5491 PACIFIC BELL ( 714) 966 -6224 UNDERGROUND SERVICE ALERT 1-800- 422 - 4133 GENERAL NOTES FOR WATER LINES I. WATER MAINS TO BE INSTALLED ACCORDING TO THE 1980 STANDARDS AND SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT. 2. CONTRACTOR TO HAVE ON JOB -SITE COPY OF 1980 STANDARD SPECS. AT ALL TIMES. 3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 HOURS PRIOR TO CONSTRUCTION. (PHONE: 714/631 -1291 OR 754-5398) 4. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS TO BE 10' HORIZONAL, I ' VERTICAL, MINIMUM. 5. PROTECT ALL EXISTING UTILITIES IN PLACE. 6 WATER LINES SHALL HAVE 42" MINIMUM COVER TO FINISHED GRADE. 7 RAISE EXISTING WATER VALVE COVERS TO GRADE. B. WATER MAINS SHALL BE TESTED AT 225 PS.I. FOR FOUR HOURS. 9. BACKFILL MATERIAL SHALL HA`JE A SAND EQUIVALENT OF 25 OR GREATER. 10. THE SAND BACKFILL SHALL BE COMPACTED PER STD. DWG. # 19. 11. INSTALL THRUST BLOCKS PER STD. CWG.-# 12. 12 CON 'TRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 13. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTION TO EXISTING MAINS. 14. CONTRACTOR TO RETURN ALL MATERIAL REt,10VED TO DISTRICT YARD. 15, PLAN CHECK, INSPECTION AND 'NO FEE PERMIT' WILL BE MADE PRIOR TO SIGNATURE OF DISTRICT ENGINEER. MESA CONSOLIDATED WATER DISTRICT 1965 Placentia Avenue, California 92627 - - APPROVED BY: DATE: JEFF RtNNA- 0/1r. EN6R. / 7 0' 4 13CX.Jl L120 E 7C V1G?C- * 71C7 CCWr"atblr7. \/ consu /ling engineers /architects 1501 Quail Street, P.O. Box 7350 Newport Beach, California 92658-0469 (714) 752-0505 PLANS PREPARED�THE SUPERVISION OF: THOMAS HOOKER R.C.E. 29275 DATE 6'84 UPPER F03 STORM DRAIN REACH NO.4 6/8� TITLE SHEET I SOFT 'fig HANOVER DRIVE TO MERRIMAC WAY PLAN 3 CITY OF COSTA MESA NUMBER DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION H4� 1 O.1 a R INDEX OF SHEETS SHEET DESCRIPTION I. TITLE SHEET 2. PLAN AND PROFILE- HANOVER DRIVE TO MERRIMAC WAY 3. SURFACE OVERFLOW CHANNEL 4. DETAILS AND SECTIONS UTILITY PHONE NO. SOUTHERN CALIF. GAS CO. (714) 634- 3117 MESA CONSOLIDATED WATER DIST. (714) 631-1291 COSTA MESA SANITARY DIST. ( 714) 631-1731 SOUTHERN CALIF EDISON CO. (714) 973-5491 PACIFIC BELL ( 714) 966 -6224 UNDERGROUND SERVICE ALERT 1-800- 422 - 4133 GENERAL NOTES FOR WATER LINES I. WATER MAINS TO BE INSTALLED ACCORDING TO THE 1980 STANDARDS AND SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT. 2. CONTRACTOR TO HAVE ON JOB -SITE COPY OF 1980 STANDARD SPECS. AT ALL TIMES. 3. CONTRACTOR TO NOTIFY MESA CONSOLIDATED WATER DISTRICT 48 HOURS PRIOR TO CONSTRUCTION. (PHONE: 714/631 -1291 OR 754-5398) 4. REQUIRED SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS TO BE 10' HORIZONAL, I ' VERTICAL, MINIMUM. 5. PROTECT ALL EXISTING UTILITIES IN PLACE. 6 WATER LINES SHALL HAVE 42" MINIMUM COVER TO FINISHED GRADE. 7 RAISE EXISTING WATER VALVE COVERS TO GRADE. B. WATER MAINS SHALL BE TESTED AT 225 PS.I. FOR FOUR HOURS. 9. BACKFILL MATERIAL SHALL HA`JE A SAND EQUIVALENT OF 25 OR GREATER. 10. THE SAND BACKFILL SHALL BE COMPACTED PER STD. DWG. # 19. 11. INSTALL THRUST BLOCKS PER STD. CWG.-# 12. 12 CON 'TRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING. 13. CONTRACTOR TO INSTALL TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTION TO EXISTING MAINS. 14. CONTRACTOR TO RETURN ALL MATERIAL REt,10VED TO DISTRICT YARD. 15, PLAN CHECK, INSPECTION AND 'NO FEE PERMIT' WILL BE MADE PRIOR TO SIGNATURE OF DISTRICT ENGINEER. MESA CONSOLIDATED WATER DISTRICT 1965 Placentia Avenue, California 92627 - - APPROVED BY: DATE: JEFF RtNNA- 0/1r. EN6R. / 7 0' 4 13CX.Jl L120 E 7C V1G?C- * 71C7 CCWr"atblr7. \/ consu /ling engineers /architects 1501 Quail Street, P.O. Box 7350 Newport Beach, California 92658-0469 (714) 752-0505 PLANS PREPARED�THE SUPERVISION OF: THOMAS HOOKER R.C.E. 29275 DATE 6'84 UPPER F03 STORM DRAIN REACH NO.4 6/8� TITLE SHEET I SOFT 'fig HANOVER DRIVE TO MERRIMAC WAY PLAN 3 CITY OF COSTA MESA NUMBER DEPARTMENT OF PUBLIC SERVICES/ ENGINEERING DIVISION H4� 1 O.1 a t o OF CHA /N L/A/K DATE INSTALLED o , PC-)e L.A. CO FC O DWG. /JO. 2 -D /7 ' W /LOCK e' KE Y5 �3C x 12 HAIVOVEP; AA/CHOR GATE SLIPPO,eT TO WALL W� /' "GALVST,PAP fHn/O BOX ORA /N 314" �i GALV 9OLT,5 GATE DE TAIL / VAIClE5, 5EE RROF /LE v _ _ SLUM�SIONL fSLG�K - -_ _ v�� h 27 0 I ! °7 �4s II L���tih S�a�Tt, Ni rerFn N.WA €ATE¢ lo, A 1 PROTECT EX /STING -- �� l SEE CONST,eUCT /ON SE UENCE NOTES CH/a/NL/NK FENCE /N PACE 2� Mss. i3 4 i Q ��� /. ONSHEET4 F0.2CON67RUCT 10N OF %7/ANOYE,e J BLG�'K WAL L � FOUN0.4T /ON SLAB ConiSTQUCTICQ NOTES ANO FEiI/CE. T� 2 2 L 9 35 8 "RT. 45 0ELL RELOCATE EX /ST. ?" SERVICE FROM Eki5T. 8 "A.CP. TO NEW 8 "A.C.P PER D /STR /CT STD. NO.2 \ i 4/o CONNECT TO EX /ST B CL . I50 2 �� I �7 1 1 44 — A,ClCHOR BLOCK PER D /STR /CT r � � 5T0. - VOL- UME = 2.5 cu. yds. PER D /STRICT 57,0. NO. // 2A /_ 49 THRUST PER v /STR /CT STO. - i�- / 1 +62 s 3S I I BEARIAJG AREA = 6,- 7 sq. ft. PER _ - v D /STRICT STD. 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