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2004-1469 I (Plans)
P LAN F OR GIENERAL POTABLE WATER SYSTEM NOTES 4 P n ';.. SITE 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED N ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD A pV• SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL LA GOS AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A 155 BELLA VIS7A ■ B ETE ©id 1k COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. GENERAL IMPROVEMENT NOTES SEWER NOTES �' A z o Bp1 , 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD x 4.5 i 2 FAC MENA 4.5 25' FS B TYP 1. 0 WITH THE DISTRICTS A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING ¢ SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET R W 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE PACIFIC INSPECTOR. E MIN. ITEE DEEP ACCESS EASEMENT lFL 110N -- j 2 • (PUBLIC) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE APPLICANT, PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM GO u pI1 VARIES WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R VALUE RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS OCEAN H dW c 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF BY SYNTHETIC INDUSTRIES ;i OR PROF ILE S% t M W PAD ELEV DISCOVERED DURING OR AFTER CONSTRUCTION. DR II OR EQUAL !I & ATER LAN TES TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. crio W ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE VAR z�= 2. (PRIVATE) THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 2% o, 2 1 1 2, 2• ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL TO 1 I 'IM 1 5% WITH CITY OF ENCINITAS STANDARDS. R VALUE TESTS SHALL BE 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PAD REQUIRED PRIOR TO CONSTRUCTION. CONFORM TO THE WASTEWATER DISTRICT LWD SEWER LE ADIA B D. PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT STANDARDS AND TO O THE HE R REQUIREMENTS THE STANDARD 4" AC 6" PROPOSED 16' AC CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE SPECIFICATIONS FOR PUBLIC WORKS CONSTT RUCTION ( GREENBOOK) AND 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION CL AB MI . PAVING DRIVEWAY PROJECT BOUNDARY. THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. T.I. 5.5 MIN. SE 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. VICINITY MAP 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE M SECTION A ENE= SMIS » SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY NOT SCALE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. THE PROJECT. It�(p� -I �- HORIZONTAL SCALE 1 " =10' 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD J EXCEPTION. OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE I� �, � b'?R�- FACILITIES SHOWN ON THESE PLANS WERE OBTAINED 8Y. A "��T�. PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE E� 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES 6"x12 CONCRETE 4.5 25 FACE TO FACE 4,5 H SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. AS -BUILT DRAWINGS H LWD FOR REVIEW AND APPROVAL PRIOR TO k VVV LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK �. _ KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT & 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES. BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800- 227 -2600) CUT -OFF WALL 24 PA MENT I I 1 AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS FINAL ACCEPTANCE OF THE PROJECT. (CURB FLUSH WITH ACCESS EASEMENT REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY 6 2. 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, LE., LINE CROSSINGS, LINE ) CEMENT 2 ' 0 EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, I PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 3.5' 2.5 GUARD - X}gT GRPaE ONE YEAR AFTER INCLUDING COLLECTORS R THE DATE OF FINAL ACCEPTANCE BY LWD AND { PROPO NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ECTORS AND LATERALS, UNLESS OTHERWISE POSTSa) I� 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE NET BY SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE SEE PLAN VP r, 2% 2� t 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED PROP. RET WORK TO BE DONE SHALL BE IN BY FIELD WI WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT WALL BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED PAD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. EXPENSE WHATSOEVER TO LWD. WORK. IN PUBLIC RIGHT -OF -WAY. M CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND PR OSED W / PR B.O. 4" AC OVER LOCATE EXISTING QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS PROP 4" TO 6" K OR M.A. . - PROPOSED MIN 6" OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 12" MIN SWALE CLASS II BASE ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM W /CEO E OR EQUAL =5.5 MIN 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC 24. SEPARATION OF SEWER /WATER AND SEWER /RECLAIMED A" COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES COUNTY AND STATE HEALTH DEPT REGULATIONS HORIZONTAL SCALE l"=10' NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF MATERIALS ARE APPROVED BY LWD. WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB �Z" TYP&`'z O0 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL , ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE ! �� > � >- CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE WH PROPOSED 58 RIGHT -OF -WAY ¢a ¢z 8. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF EN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS _j w ¢ TELEPHONE: 800 FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH ( ) 422 -4133 EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM APPROVED BY THE DISTRICT'S REPRESENTATIVE. 30' 28' 1 a-� THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO LWD STANDARD SPEC SURVEY REQUIREMENTS. WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT 3: o U 0 . ox STARTING WORK NEAR COMPANY FACILITIES AND SHALL ENGINEER. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM ASIDE LOT 40' w I oz o SAWCUT COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. 9• PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A o � LINE. A 3 a� LINE NEW NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES 4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ' 10 � STRUCTURAL / z 20 20' a U)_ 3' N 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. ALL WATER SERVICE CROSSINGS. z 8 i' x BOUNDARY A "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY ' 0 VARIES VARIES ac P Ow CABLES A APPURTENANCES CONTACT PACIFIC BELL. LWD ON THE PLANS. vv) 5.0 5.0' X AC PAVING 81 .0'TO10' 0_ ¢ REINF RCING 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR x SAW UT 5.0'3.0 '� FABRICIS AC TELEPHONE: (800) 422 -4133 WRITTEN CONSENT. w OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER _ SEE TAPE DETAIL 2% 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE 1'S' 1'S' THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENT APPROPRIATE AGENCIES. AT EACH LATERAL LOCATION BY THE CONTRACTOR. ACi 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL I� - -- _ AND BEAR THE COST OF RELOCATIONS, IF NEEDED. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. EX. 6 TO BE REMOVED A.C. BERM �q .•�,• 10. „ ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER *• 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR EXISTING CUR o UNDERGROUND INSTALLATIONS . FOR LOCATION OF CABLES AND DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO EACH LATERAL. THE WIRE SHALL EXTEND UP 70 A 2 " COPPER IMMEDIATELY UPON INSTALLATION OF VALVES. PROPOSED AC PAVING 3� NEW STRUCTURAL APPURTENANCES CONTACT (800) 422 -4133. BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER GUTTER & S/W 4 AC /6 CIIAB AND 11=6 IN 11. (PUBLIC) POWER SOURCES AND RUNS SERVING STREET LIGHTS CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION MAIN SHALL TERMINATE 6' ABOVE PAVING SUBGRADE WITH FINAL 17. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S TYP SECTION FELLA VISTA o� COLD PEE & CONFORM SHALL BE SHOWN OR THE "AS BUILT" IMPROVEMENT DRAWINGS. THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. act ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL NOT TO SCALE d TAPER S CALE DEMIL OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF 18. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN CONNECTION. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. WORK TO BE DONE RELOCATED OUTSIDE THE AREAS TO BE PAVED. THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE 29 ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO 19. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD (PRIVATE) PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE THE IMPROVEMENTS SHALL CONSIST OF THE FOLLOWING WORK TO BE DONE FOR INFORMATION ONLY CITY OFFICIALS SIGNATURE HEREON PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE . STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR IN ACCORDANCE WITH THE STANDARD DRAWINGS, STANDARD SPECIFICATIONS, DOES NOT CONSTITUDE APPROVAL OR RESPONSIBILITY OF ANY SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND CLOSED TESTING ALL PIPE, VALVES D APPURTENANCES, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE (CLOSED) AN THESE PLANS AND THE SPECIAL PROVISIONS. KIND FOR THE DESIGN A CONSTRUCTION OF THESE PRIVATE PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. - A COPY AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE 20. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD DESCRIPTION STD. DWG. SYMBOL QUANTITY IMPROVEMENTS. (IF APPLICABLE) OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. 14. (PUBLIC) ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, LWD INSPECTOR PRIOR TO EXCAVATION. SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. PROPERTY LINE -- AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED EXIST WATER MAIN 15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE 21. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST SERVICE DEPARTMENT A PRE - CONSTRUCTION MEETING AND EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWAER AND ANGLE RECOMMENDED BY THE PIPE MFGR. PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. EXIST SEWER MAIN - SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS MEETING. PHONE NUMBER 633 -2770. COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL 31. SEWER PIPE ZONE AND TRENCH BACKFILL 'ALL BE PER THE 22. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE 8" SEWER MAIN S -4 $0064& LF 16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED LWD SEWER STANDARDS. WATER JETTING SHAD NOT BE ALLOWED. FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER MH OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL WI N 4THIEHONE MA Y PERIOD DISPLACE FR DATE OF THA ACCEPTANCE WITHOUT EXPENSE KWHATSOEVERO AN D/ O R E ENGINEER R A L M DISTRICT, SEWER MANHOLE(S - % S(IWP) A✓EA B RE C SED R EPL A CED AND SURVEYOR. R. E M A MATERIAL HALL AREGISRED CIVIL ENCA S SUBMITTED TO THE STRIICT BO MA DI ENGINEER S ILFOR 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. INSTALL 1 "WATER OMWO B1.1 - W - W 4 EA 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. COPPER SERVICE PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 23. FOR ALL APPLICATIONS UTILIZING NON -HEX HEAD BOLTS, INCLUDING, BUT NOT LIMITED TO, T -BOLTS ON SEWER LATERAL S -3, 13 - s - s $ 4 EA SEWER SHALL NOT BE ALLOWED. MECHANICAL JOINT FITTINGS, THE BOLTS AND NUTS SHALL BE COATED WITH A FLUOROPOLYMER CORROSION AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. INHIBITING COATING. THE COATING SYSTEM SHALL BE TRIPAC 2000 BLUE COATING SYSTEM, OR DISTRICT APPROVED 8" PVC WATER MAIN OMWD A -2.3 - w - w ft fs68 LFA 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, EQUAL. THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT PRIOR TO IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR PROPOSED FH OMWD C1.1 _w -W 2 EA SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE INSTALLATION IN THE FIELD. THE COATING SYSTEM SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. 19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL GUARD POST OMWD E -1.4 • 4 EA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. 14 "X8" TEE, 8" OMWD D -2.2 1 EA (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" /� PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT m OWNER'S CERTIFICATE OWNER. GATE VALVE D -3.3 WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE VIS STANDARDS COMMITTEE) AND THE SAN DIEGO REGIONAL SEWERS WITH DISTRICT ENGINEER APPROVAL - pQ SUBDIVI BLOWOFF -� 1 EA PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY m (OWNER TOMMY D. SHIELDS'� MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND c�c !y 1555 BELLA VISTA DR. X04 7 57" CONCRETE COMMERTIAL G -26 w 192 SF STANDARD DRAWINGS (LATEST EDITION). RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WE NoText NoText NoText NoText NoText NoText