2002-7628 I (Plans) GENERAL IMPROVEMENT NOTES SEWER NOTES SEWER NOTES
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL,
WATER NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING ALL WORK SHALL BE. DONE IN ACCORDANCE WITH THE 1.
LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION APPLICANT, PRIVATE ENGINEER OR WORK OR CONTRAC�;OR
SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET LIMITED TO TRENCH SAFETY AND CONFINED SPACE ENTRY.
(LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR`, AND '
n RIGHT -OF -WAY. PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION.
17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACC TO 2. (PRIVATE) THE
STRUCTURAL SECTION SHALL BE IN ACCORDANCE SOILS ENGINEER WHiCH CER11RES THAT TRENCH BACKFILL WAS
WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL
THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR WiTH CITY OF ENCINITAS STANDARDS. R VALUE TESTS SHALL BE
COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER REQUIRED PRIOR TO CONSTRUCTION. STANDARDS COMMITTEE), THE SAN
DIEGO REGIONAL 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD
THE DATE OF ACCEPTANCE. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LCWD
2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE SPECIAL PROVISIONS:
SEWER STANDARDS AND TO THE REQUIREMENTS OF THE, SPEC.
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.),
INSIDE {
THE CONTRACTOR UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PROJECT BOUNDARY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO.
S -4 UNLESS BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER F
PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY OTHERWISE NOTED. REEN
AND THE REGIONAL STANDARD DRAWINGS, MOST
C URRENT T E EDI MANHOLE TO CENTER OF MANHOLE.
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 2. � CDITIONS. IN THE EVENT OF CONFLICT THE LCWD
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP PIPE AND BEDDING CONDITIONS: SEWER STANDARDS GOVERN. 19.
ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD
OF PIPE PROFILE SHALL BE 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. (A) ALL PIPE.
SHALL HAVE 40. MINIMUM OF 3/4 INCH DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND CRUSHED ROCK BENEATH THE PIPE. r�F
4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY. A 3. OSHA SAFETY
ORDERS AND OSHA CONFINED SPACE ENTRY 20. CONTRACTOR 4a ESPONSIBLE FOR KEEPING COMPLETE RECORD
5. CONTRACTORS TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR (B) V.C.P. AND
A.B.S. TRUSS PIPE BEDDING PROM BOTTOM OF REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE
EACH RESIDENTIAL LOT. KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE
SAND, EXCEPTION. PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE
AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- DRAINING AS -BUILT DRAWINGS
TO LCWD FOR REVIEW AND APPROVAL PRIOR TO
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY GRANULAR
MATERIAL HAVING A SAND EQUIVALENT OF 30 OR 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER FINAL ACCEPTANCE OF THE PROJECT.
SAFETY FOR ALL TRENCH WORK. EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS BETTER. NOTES 2. & 3. DOCUMENTS ON
THE JOBSITE AT ALL TiMES.
7. INSTALL FIRE HYDRANT 2 FEET FROM BACK OF CURB, IF NO SIDEWALK EXISTS, OR 7 NOT OF RECORD OR NOT SHOWN ON THESE PLANS. (C) P.V.C.
AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTON 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET,
FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS WITHIN CITY RIGHT -OF -WAY. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE NET BY OF PIPE TO
12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE
WORK TO BE DONE SHALL BE CONFIRMED BY FIELD 3 4 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE PERIOD OF ONE YEAR AFTER
THE DATE OF FINAL ACCEPTANCE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE
/ BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK
8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. USED ONLY WHERE PIPE
INVERT GRADES ARE 1 BY LCWD AND SHALL REPAIR OR REPLACE ANY WORK THAT
CONTRACTOR WiLL MAKE EXPLORATORY EXCAVATIONS AND % OR GREATER. MAY PROVE DEFECTIVE WORKMANSHIP AND /OR MATERIALS
22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATiON.
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS,
WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER . IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE j
FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT -OF -WAY. LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD SEWER SERVICE LATERALS AND
STRUCTURES SHALL BE TESTED TO LCWD
OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO
RE- ESTABLISH
10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING 3. IN
THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST AND RECORD THE MONUMENT CHANGE PER STATE LAW.
INSTALLED WITHIN EXISTING COUNTY RIGHT -OF -WAYS, CITY OF ENCINITAS RIGHT -OF -WAY, FACILITIES. SHALL BE USED UNLESS OTHERWISE DIRECTED
BY THE 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE
OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC INSPECTOR.
PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LCWD 23. A MINIMUM F 12 INCHES VERTICAL CLEARANCE SHALL BE
THE WATER LINES ARE ACCEPTED, AND A COPY SENT TO SAN DIEGUITO WATER DISTRICT COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES '
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES.
OFFICE. QUANTITIES. . NTH EWER MANHOLE SHALL BE PER
24. SEPARATION OF SEWER WATER AND SEWER RELCAAMED
AND SHALL COORDINATE HIS /HER WORK H COMPANY 4. THE CONSTRUCTION OF P.C.C. . WATER SHALL COMPLY WITH LCWD
STD DWG S -2 AND WITH ALL
11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE REPRESENTATIVES. SDRSD NO. S -17. POURED IN PLACE MANHOLE BASES
SHALL CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT COUNTY AND STATE HEALTH DEPT REGULATIONS
CO
CONTRACTORS TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS BE
A MOONOLITHIC POUR FINISHED CONPLETE AT TiME OF SHOP DRAWINGS 7 PRIOR TO O CO REPRESENTING ALL MATERIALS AND SUPPLIES
12. THE CONTRACTORS SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS PROJECT ARE UNDERGROUND INSTALLATIONS". FOR LOCATION OF POUR. PRECAST
MANHOLE BASES ARE ACCEPTABLE FOR USE
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S SATISFACTORY TO LCWD. WORK SHALL
NOT COMMENCE UNTIL 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL
IN ADVANCE OF BEGINNING WORK 10 ARRANGE FOR INSPECTION OF PROJECT. SUCH MATERIALS ARE APPROVED BY LCWD. ONLY
BE DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR.
13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. CONTACT THE SAN DIEGO GAS do ELECTRIC COMPANY. APPROVAL.
TELEPHONE: (800) 422 -4133 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NEW SEWER SHALL NOT BE CONNECTED
CR ALLOWED TO FLOW T
8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL
UPSTREAM
14. APPROVAL OF THIS PLAN BY THE SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO NO'S S -13 AND S -14. LATERALS SHALL NOT DISCHARGE SHALL BE FURNISHED
THREE SETS OF CUT SHEETS AND SHALL WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT
A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR EXISTENCE OR NON - EXISTENCE STARTING WORK NEAR COMPANY FACILITIES AND SHALL DIRECTLY
INTO MANHOLE. COMPLY WITH LCWD STANDARD SPEC SURVEY REQUIREMENTS. ENGINEER.
OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD 26. ALL SERVICE LATERALS SHALL BE LOCATED AT
RIGHT ANGLES
15. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E. LINE CROSSING, LINE PARALLELING,
NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL
OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSS NO. S -10, TYPE A. TO
THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY
BOUNDARY A "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF SECURE A LCWD PERMIT FOR CONSTRUCTION AND SHALL LCWD ON THE
PLANS.
WITHIN 10 FEET OF PROPOSE WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL CABLES A APPURTENANCES CONTACT PACIFIC BELL. 7. ALL MAINS
AND LATERALS SHALL BE CONSTRUCTED WITH PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD PRIOR TO
AND SEWER TO CROSS UNDER WATER MAiNS UNLESS GIVEN WRITTEN PERMISSION BY THE SAN TELEPHONE: (800) 422 -4133 42 -INCH MINIMUM COVER.
CONSTRUCTInN, 27. A 2 -INCH HIGH `S" SHALL BE INSCRIBED ON THE CURB FACE
DIEGUITO WATER DISTRICT.
9. IT SHALL BE THE RESPONSIBILITY 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER AT EACH LATERAL
LOCATION BY THE CONTRACTOR.
10. WATER COI41� NECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APROVAL BACKFLOW HVI41
CONTACT THE UTILITY AGENCIES, E TAEOE��IE TO MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL 10. NO WORK SHALL BE COMMENCED
UNTIL ALL PERMITS HAVE
CO
28. A 10 GAGE SHIELDED PPER WIRE SHALL BE BURIED OVER
DEVICE INSTALLED TO THE DISTRICTS SATISFACTION. BACKELOW DEVICES ARE TO BE INSTALLED DIRECTLY PROPOSED IMPROVEMENT AND BEAR THE COST OF RELOCATIONS,
AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. BEEN OBTAINED FROM THE JURISDICTIONAL CITY, G���ITY, " COPPER
,
OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, AND / OR OTHER APPROPRIATE AGENCIES.
EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2
MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. IF NEEDED. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL
BE APPROVED TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER
17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE BY
THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL
T "UNDERGROUND INSTALLATIONS ". FOR LOCAT OF CABLES AND FOR PUBLIC USE. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION LOCATION
JUST BELOW PAVING. THE TAG OVER THE CUSTOMER
DIEGO GAS AND ELECTRIC VAU� S. ION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT
18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVICE. APPURTENANCES CONTACT (800) 422 -4133. 10. FILL AREAS MUST
BE COMPACTED TO 90% PRIOR TO PIPE ENGINEER SHOWING THE DESIGN OF SHORING, BRACING; END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR RELOCATION OF ANY EXISTING WATER FACILITIES 11 - (PUBLIC) POWER SOURCES AND RUNS SERVING STREET LIGHTS
INSTALLATION. SLOPING OR OTHER PROVISIONS TO BE MADE FOR PROTECTION G� NECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF
RANT METER VALVES VALVE BOXES ETC. THAT ARE EFFECTED BY THEIR PROJECT. SHALL BE SHOWN OR THE "AS BUILT" IMPROVEMENT DRAWINGSD CAVING GROUW)
DURING ? - NECTION.
(FIRE HYDRANT, �) F 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD ?< b- PIPE SHALL
BE HANDLED AND INSTALLED SO AS TO
20. CONTRACTOR TO SUPPLY DOCUMENTATION SHO'E'ING THAT ANY ASBESTOS WATER PIPES REMOVED ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED OPERATIONS
DIVISION 48 HOURS IN ADVANCE OF BEGINNING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS
FROM THE GROUND WERE DISPOSED F IN A MANER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY
PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE - �cT OR r- 1�'JTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL 6£
DIVISION. OF ENCINITAS. WORK TO ARRANGE FOR INSPECTION OF PROJECT. PHONE NO. CAREFULLY BEDDED TO'PVID
R`OE OONTINUOUS'BEARING AND
633 -2770. MORE IN DEPTH. IF THE PLAN VARIES FROM THE Sl t RING I
1 2. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING
PREVENT UNEVEN SETTLEMENT. PIPE SHALL' ®E PROTECTED
21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH
DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND RELOCATED OUTSIDE THE AREAS TO BE PAVED. 12. CONTRACTOR
SHALL OBTAIN A PERMIT FRON THE CITYS GROUND DURING TRENCH EXCAVATION AND PIPE INST'�.�LATION AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL
BE W
VERTICAL DIRECTION. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION
THEREIN. THIS PLAN MUST BE PREPARED FOR AL4_,7RENCHES FI VE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE 13. (PRIVATE) PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE
WITHIN EXISTING CITY RIGHTS -OF -WAY. FEET OR MORE IN DEPTH. IF THE PLAN VARIES FT~ :AAA THE SHORING
LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON i
S� 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED
LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL DOES NOT CONSTiTUDE APPROVAL OR RESPONSIBILITY OF ANY
13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL SYSTEM STANDARDS ESTABLISHED BY THE CONSTOL _`WOK SAFETY AND SHALL iNEN BE LIMITED TO LESS THAN
ONE -HALF OF THE
BELL AND PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. KIND FOR THE DESIGN A CONSTRUCTION OF THESE PRIVATE
WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, ..f PLAN ANGLE RECOMMENDED BY THE PIPE MFGR.
USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH IMPROVEMENTS. (IF APPLICABLE) USE
OF THE WORK BY THE OWNER AND SHALL REPAIR SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF NE 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE
PER THE
(PUBLIC) OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD
THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 i DT
BE ALLOWED.
14. PUBLIC ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, OTHER WORK WHICH WAY BE DISPLACED IN SO DOING, THAT INSPECTOR PRIOR
TO EXCAVATION. LCWD SEWER STANDARDS. WATER JETTING SHALL
FEET WILL NOT BE USED UNLESS SPECIFICALLY SPECIFICALLY AUTHORIZED THE DISTRICTS REPRESENTATIVE. AND ALLOW NO ESCAPE F LIGHT ABOVE THE HORIZONTAL.
MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE 12. ALL SEWER FACILITIES
SHALL BE INSTALLED IN DRY EXCAVATIONS 33. "' OONG OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION.
SERVICE DEPARTMENT A PRE - CONSTRUCTION MEETING AND WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING AND TRENCHES. CONTRACTOR
SHALL DEWATER AND MAINTAIN CONCRETE TESTING BY LCWD WALL BE AT CONTRACTOR EXPENSE.
SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. DEWATERING CONTINUOUSLY
UNTIL THE WORK IS COMPLETED 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED,
MEETING. PHONE NUMBER 633 -2770. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER INCLUDING PLACEMENT AND COMPACTION F BACKFILL
MATERIALS IN AND COMPLETED AT TIME F PLACEMENT. GPK PRODUCTS, INC., OR
A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR
16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING APPROVED
EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE
AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED i
OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, BASE '
OR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL
IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE
BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC NOT
BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT.
SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL.
ENGINEER OR A LICENSED LAND SURVEYOR. RIGHT -OF -WAY OF EASEMENTS. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8"
17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER 15. FOR SEWER LATERAL TABLE, SEE SHEET 2. AND RETURN OF GROUNDWATER
TO THE SEWER SHALL NOT BE SEWERS WITH DISTRICT ENGINEER APPROVAL.
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" ALLOWED. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE
SECTIONS, AND
AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF 16. " AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF
THE WORK. RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES
THE CURB. WITHIN TriE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY
18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB 17. THE DEVELOPER MAY BE RE0 TO GRADE AN ACCESS SHOWN ON THESE PLANS
WAS OBTAINED BY AVAILABLE RECORDS PRESS -SEAL GASKET CORP., OR APPROVED EQUAL.
IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN SEARCH BY THE PRIVATE
ENGINEER. TO THE BEST OF THE PRIVATE
EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ENGINEER'S KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEP-
36• ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE
19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. THOSE SHOWN ON THESE
PLANS. ATTENTION IS CALLED TO THE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY
DECLARATION OF RESPONSIBLE CHARGE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTI 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE
POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL.
(LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL REQUIRED PRIOR TO CONNECTION TO SYSTEM. SHOWN, OR IN A DIFFERENT LOCATION
FROM THAT SHOWN ON THE 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK PROVISIONS TO THE STANDARD
NoText
NoText