2011-11112 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... LEUCADIA WASTEWATER DISTRICT(LWD)NOTES LWD NOTES CONTINUED... A•P Nv; 254-270-18 ABBREVIATIONS:
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 23 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE
THE APPLICANT, 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 'S" AND PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM
RESPONSIBILITY FOR DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SITE ADDRESS C&G CURB & GUTTER
STREET RIGHT-OF-WAY. "W; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR SHALL
NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER EX EXISTING
AFTER CONSTRUCTION. UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD 905 ORPHEUS AVENUE GP GRADING
PLAN
24 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. ENCINITAS, CA 92024
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY MH MAN HOLE
OF ENCINITAS PUBLIC ROAD STANDARDS. MANNER AND LOCATION APPROVED BY THE INSPECTOR. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
OWNER/PERMITTEE NO. NUMBER
'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE 26. ALL SERVICE LATERALS SHALL BE LOCATED AT
RIGHT ANGLES TO THE PED PEDESTRIAN
25 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD MARQUEE ENTERPRISES LLG
CONSTRUCTION. (PUBLIC) SPECIFICATIONS FOP PUBLIC WORKS CONSTRUCTION (LATEST EDITION), REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON A CALIFORNIA LIMITED LIABILITY COMPANY SS SANITARY SEWER
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS THE PLANS. SW SIDEWALK
THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SEAN POURTEYMOUR
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT
THE LWD SEWER 9255 TOWNE CENTER DR., SUITE 950 TP TOP OF PIPE
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE STANDARDS GOVERN. 27. A 2-INCH HIGH 'S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH
PROJECT BOUNDARY. SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO LATERAL LOCATION BY THE CONTRACTOR. SAN DIEGO,
CA 92121
REGIONAL STANDARD DRAWINGS (LATEST EDITION). 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS (858) 450-1188
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 26 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SHALL BE FOLLOWED AT ALL TIMES WITHOUT
EXCEPTION. 2B. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL WORK TO BE DONE
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY THE WIRE SHALL EXTEND UP TO A 2" COPPER
TAG TIED AND SOLDERED TO
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. ENGINEER. R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER
NOTES 2. & 3. THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
CONSTRICTION. (PRIVATE) DOCUMENTS ON THE JOBSITE AT ALL TIMES. PAVING SBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG PLANS
THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE SPECIFICATIONS
AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH WATER NOTES (SAN DIEGUITO WATER DISTRICT) 5• THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD
OF ONE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF STREETS AND STANDARDS REFERENCE DRAWINGS.
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL CONNECTION. S.D.C.
= SAN DIEGO COUNTY
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED REPAIR OR REPLACE ANY WORK THAT MAY PROVE
DEFECTIVE IN 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, S.D.W.D. = SAN DIEGUITO WATER DISTRICT
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER WORKMANSHIP AND/OR MATERIALS WITHIN THE
ONE YEAR PERIOD S.D.P. = SAN DIEGO PRECAST
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND WITHOUT EXPENSE WHATSOEVER TO LWD JOINTS
LINING, AND COATING. THE PIPE SHALL BE BEDDED TO PROVIDE S.D.RS.D_ = SAN DIEGO REGIONAL STANDARD DRAWINGS
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER CONTINUOUS BEARING AND
PREVENT UNEVEN SETTLEMENT. PIPE SHALL
SHOWN ON THESE PLANS. THE DATE OF ACCEPTANCE. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. BE PROTECTED AGAINST FLOTATION AT
ALL TIMES. OPEN ENDS OF PIPE
NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. LEGEND:
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT OR COMPLETENESS OF THE SEWER QUANTITIES.
THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF 30. PIPE JOINTS SHALL NOT
BE DEFLECTED UNLESS SO DESIGNED AND SHALL RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL
SUBMIT SHOP DRAWINGS THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND INSPECTION. PHONE: (760) 633-2709. ALL WORK PREFORMED WITHOUT REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY
TO LWD. BY THE PIPE MFGR. THIS PROJECT.
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 31. SEWER PIPE ZONE AND TRENCH BACKFILL
SHALL 8E PER THE LWD SEWER
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF B. PRIOR TO BEGINNING SEWER WORK THE LWD INSPECTOR SHALL BE
ACTUAL LOCATION OF EXISTING FACILITIES. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE- FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH
STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. NO. ITEM & STD. DWG. STDS SYMBOL QTY
CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT LWD STANDARD SPEC SURVEY REQUIREMENTS.
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. .32. ALL LATERALS SHALL
BE CONSTRUCTED CLEAR OF DRIVEWAYS. INSTALL 8•' SEWER MAIN 690 LF
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES PHONE: (760) 6.33-2709. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A
AND SHALL COORDINATE HIS WORK WITH COMPANY LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM 33. JOB MIXING OF CONCRETE IS NOT ALLOWED
WITHOUT EXCEPTION. CONCRETE CONSTRUCT SEWER MANHOLE LWD S-3 m 3 EA
REPRESENTATIVES. 4, UNLESS OTHERWISE NOTED ALL CONNECTIONS TO EXISTING MAINS WILL BE OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. TESTING BY LWD
WILL BE AT CONTRACTOR EXPENSE.
MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER INSTALL 6" SEWER LATERAL LWD S-17 S�-
1 EA
NOTICE.' ALL ELECTRIC AND GAS SERVICES WITHIN DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE
BEEN OBTAINED 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED
THIS PROJECT ARE "UNDERGROUND FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AT TIME OF PLACBEENT. CPK PRODUCTS INC., OR APPROVED
EQUAL, MANHOLE UTILITY TRENCH BACKFILL CITY OF ENCINITAS AIN
INSTALLATIONS". FOR LOCATION OF 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, AGENCIES. ADAPTORS SHALL BE SET
IN THE BASE FOR EACH PIPE CONNECTION. SETTING AND RESURFACING STANDARD DRAWING
ELECTRICAL CABLES AND GAS PIPING AND TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS
AFTER CONCRETE
APPURTENANCES CALL SI1.G.& E. STREET. 11, CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY PLACEMENT. PRECAST MADE BASED ARE ACCEPTABLE
FOR USE WITH 8" EXISTING RIGHT-OF-WAY c(ID
TELEPHONE: 1 800 422-4133 (DIG ALERT) SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE SEWERS WITH DISTRICT ENGINEER APPROVAL. LOT
LINE
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE
B THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING 35. JOINTS BETWEEN MH BASE,
SHAFTING CONE SECTIONS, AND RING SHALL EXISTING RIGHT-OF-WAY CENTERLINE
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX GROUND DURING TRENCH EXCAVATION AND PIPE
INSTALLATION THEREIN. HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACES WITHIN THE FULL
HIS WORK WITH COMPANY REPRESENTATIVES. FOR EACH RESIDENTIAL LOT. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE CIRCUMFERENCE.
GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., EXISTING EDGE OF PAVEMENT
IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS OR APPROVED EQUAL.NOTICE: ALL ALL TELEPHONE SERVICES WITHIN THIS B.
CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA ESTABLISHED BY THE CONSTRUCTION SAFETY OROEAS TITLE $ EXISTING SEWER -- -5-----
S --
PROJECT BOUNDARY APE "UNDERGROUND DIVISION OF SAFETY FOR ALL TRENCH WORK. CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY 36. ALL
MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER
INSTALLATIONS". ED[? LOCATION OF A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED
MOVEMENT OR DAMAGE EXISTING WA TER --- '---bv---
CABLES AND APPURTENANCES CONTACT 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION.
AFTER BACKFILL.
PACIFIC BELL. EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL
TELEPHONE.' 1 800 422-4133 (DIG ALERT) BE CONSTRUCTED. 12° ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND 37. ALL SEWERS
AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR
TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. CONTINUOUSLY UNTIL THE WORK
IS COMPLETED INCLUDING PLACEMENT TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE STATEMENT OFENGEVEER OF WORK
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE DONE AFTER CONSTRUCTION OF
ALL OTHER UTILITIES AND UTILITY LATERALS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED
TO BE NET IN COMPLY WITH THE ENGINEER GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER S R'S
ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS-OF-WAY. THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE 38• ALL SEWERS AND LATERALS
SHALL BE IN PLACE AND SHALL HAVE FINAL
NOTICE ALL WATER SERVICES WITHIN THIS GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER APPROVAL BY THE LWD INSPECTOR PRIOR TO
PAVING. TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
PROJECT BOUNDARY ARE 'UNDERGROUND 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER FOP REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING
SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
INSTALLATIONS". FOR LOCATION OF LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS-OF-WAY, CITY OF PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER
39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY
WATER MAINS AND LATERALS CONTACT ENCINITAS RIGHTS-OF-WAY, OR PRIVATE EASEMENTS AND THE RESULTS SHALL NOT BE ALLOWED. PER LWD STANDARD DRAWING
S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE
SAN DIEGUITO WATER DISTRICT. APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE PIPE 18-INCHES AND LARGER PER LWD STANDARD DRAWING
S-4. ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
TELEPHONE: 1 800 422-4133 (DIG ALERT) ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13° THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES
SHOWN ON SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT
THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE 40_ ALL MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-LOCK) OR A
RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
10 THE CONTRACTOR SHALL NOTIFY LEUCADIA WASTEWATER DISTRICT 13. PRIOR TO AWARDING WATER LINE CONTRACT OWNER SHALL ADVISE PRIVATE ENGINEER. TO THE BEST OF
THE PRIVATE ENGINEERS POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY
OF
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' KNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EXCEPT THOSE SHOWN FOR: ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. STANDARDS COMMITTEE (WASC) SPECIFICATIONS. ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY
a) ALL NEW MANHOLES INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE
MEASURES TO PROTECTO THE UTILITIES SHOWN ON THE PLANS AND b) ALL EXISTING MANHOLES WITH NEW CONSTRUCTION ENGINEER AND HIS
/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF
NOTICE: ALL WATER SERVICES WITHIN THIS 14. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. OTHER EXISTING FACILITIES OR STRUCTURES NOT
SHOWN. C) ALL EXISTING LINED MANHOLES THAT PEOUIRE NEW CONCRETE RISER RINGS SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
PROJECT BOUNDARY ARE "UNIOERGROUND
INSTALLATIONS". FOR LOCATION OF 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A
41. MAXIMUM DEPTH OF SEWER FOP SDR35 PVC PIPE IS 15'. C900
SEWER MAINS AND LATERALS CONTACT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE
REQUIRED FOR DEPTH OF COVER OVER 15'.
LEUCADIA WASTEWATER DISTRICT. OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGAOUNVD UTILITY, PIPE EXISTENCE OR NON-EXISTENCE OF ANY UNOERGROUND UTILITY, 42.
FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A BY.
TELEPHONE.' 1 800 422-4133 (DIG ALERT) OR STRUCT(NaE WITHIN THE LIMITS OF THIS PROJECT. PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. PERIOD
OF TIME NOT TO EXCEED ONE YEAAR FROM APPROVAL DATE TO BRIAN M: ARDOLINO DATE
11 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN I.E., LINE 15. CONTRACTOR SHALL NOTIFY UNDERGROUND
SERVICE ALERT (800) 422-4133, START OF CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED RCE No. 71651
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE PRIOR TO START OF CONSTRUCTION,
THE DEVELOPER SHALL RESUBMIT
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED THE PLANCHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW PASCO LAAET
SUITER & ASSOCIATES
IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS IF NEEDED. VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET POTHOLED PRIOR TO TRENCHING. AND
APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE 535 N. HIGHWAY 101, SUITE A
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LWD SOLANA BEACH
CA, 92075 QppFESSION
12 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING
WITH ALL LOCAL, STATE, DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. O FHAEC q!
"UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND PERMISSION BY SAN DIEGUITO WATER DISTRICT. AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED T0,
PE 1885 Q� �� 49 F
APPURTENANCES CONTACT: TELEPHONE.' 1-800-422-4133 TRENCH SAFETY AND CONFINED SPACE ENTRY. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY
AND SHOWN
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED ON THE DRAWINGS THE CONTRACTOR SHALL CONNECT EXISTING MANHOLE
`co
BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS STRUCTURES AND
CONSTRUCT NEW FLOW-THROUGH CHANNELS IN EACH m 0. 71651 o T
13 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE w Ta
SHOWN ON THE "4S-BUILT" IMPROVEMENT DRAWINGS. ALL WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL
WAS COMPACTED AS MANHiOLE BASE TO ACCOMODATE THE NEW SEWER LINES AS REQt�PED. � Exp. 12/31/13 a
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE
WITH ON SITE SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF THE
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR MAINTENANCE AND EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD
SPEC. NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES.
ENCINITAS. ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (LE.) INSIDE BOTTOM MANHOLES
SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE GRILLE DHOLE BY LINK-SEAL, OR STq�OF ZF� p
OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO
14 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE CENTER OF MANHOLE. APPROVED
EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED CA
RELOCATED OUTSIDE THE AREAS TO BE PAVED. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. WITHIN ONE FOOT OF THE MANHOLE BASE, JACK HAMMERING
SHALL NOT
ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD BE ALLOWED.
15 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 19. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING 19.
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE WATER SERVICES. DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. OWNER'S CERTIFICATE
FIELD. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING THESE PLANS.16 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY
TYPE WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE
, ETC.) THAT ENGINEER SHALL PROVIDE S CBUILT DRAWINGS TO LWD FOR REVIEW
REFLECTIVE FACE OR EQUIVALENT. ARE EFFECTED BY THEIR PROJECT. AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER) SHALL HAVE A
17 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTERATIONS OR
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER 21. LENGTHS OF OPEN TRENCH SHALL BE LIMITED
TO 350 FEET, ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE ARE NECESSARY FOR AND DESIRABLE FOR THE
PROPER COMPLETION OF
HOURS OF NOTICE FOR SUCH A MEETING. {633-2770) APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE THE IMPROVEMENTS.
18 ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS BACKFILLED OR PLATED AT THE
CONCLUSION OF EACH DAY OF WORK. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY
MONUMENTATION. THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED,
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRICK PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR
TO RE- WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNJTIL COMPLETED,
END PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140 ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. IRRESPECTIVE AND INDEPENDENT
OF ANY OTHER WORK ASSOCIATED WITH
FEET TO 270 FEET. USE 19-FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS THIS PROJECT OR UNDER MY CONTROL
19 ALL LUMINAIRES SHALL PROVIDE TRUE 9Ne CUTOFF. AND ALLOW FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL 23. A MINIMUM OF 12 INCHES VERTICAL
CLEARANCE SHALL BE PROVIDED
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. z
ENO PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES.
20 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION TO FORME A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD