2008-10042 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... LEGAL DESCRIP77ON WORK TO BE DONE
LEUCADIA WASTEWATER DISTRICT (LWD) NOTES THE SOUTH QUARTER OF THE WEST HALF OF THE SOUTHWEST
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD QUARTER OF THE SOUTHWEST
QUARTER IN SECTION 35, TOWNSHIP IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), 1. LWD APPROVAL OF THESE PLANS DOES
NOT RELIEVE THE APPLICANT, 12 SOUTH, RANGE 4 WEST, S.B.M. IN THE COUNTY OF SAN DIEGO, PLANS• THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WOWS STANDARD
STREET RIGHT-OF-WAY. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD PRIVATE ENGINEER OF WORK. OR CONTRACTOR FROM RESPONSIBILITY FOR STATE
OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
SPECIFICATIONS FOR PUBLIC WORLDS CONSTRUCTION (ADOPTED BY THE THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AND LOT 22 OF CITY OF
ENCINITAS TRACT NO. 98-094, IN THE CITY STREETS AND STANDARDS REFERENCE DRAWINGS.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO AFTER CONSTRUCTION. OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, S.D.C. SAN DIEGO COUNTY
OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). ACCORDING TO MAP THEREOF NO. 13778, FILED IN THE OFFICE
OF O.M.WD. OLIVENiAIN MUNICIPAL WATER DISTRICT
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 2. ALL DESIGN, MATERIALS AND CONSTRUCTION WOW SHALL CONFORM TO THE THE COUVTY RECORDER
OF SAN DIEGO COUNTY, MAY 10, 1999. S.D.P. SAN DIEGO PRECAST
CONSTRUCTION. (PUBLIC) 25. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE
SDR.SD. SAN DIEGO REGIONAL STANDARD DRAWINGS
APPROVAL _ _ OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WOWS A.P.N.:
3 CONSTITUTE APPROVAL OFF ANY CONSTRUCTION OUTSIDE THE CONSTTRRUCTIONV." (PRIUVAATEESTS SHALL BE REQUIRED PRIOR TO ITT NT EDITIONS. )IN THE HE REGIONAL
CONFLICT T HE LWD SEWER 254-631-14 & 216-122-15 LEGEND:
PROJECT BOUNDARY. STANDARDS GOVERN. THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT
OMWD WATER NOTES 'SITE ADDRESS RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS QUANTITIES
AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 1450 BLUE HEROIN AVENUE THIS
PROJECT.
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 1. POTABLE WATER WOWS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ENCINITAS,
CA 92024
AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENIAIN 4• THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. NO
. ITEM & STD. DWG. STNS SYMBOL QTY
5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS DOCUMENTS ON THE JOBSITE AT
ALL TIMES. ORrIVER/P
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES INCLUDING ALL
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. 5• THE CONTRACTOR SHALL
GUARANTEE ALL WORK FOR A PERIOD OF ONE CURB & GUTTER G-2 710 LF
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB YEAR AFTER THE DATE OF FINAL ACCEPTANCE
BY LWD AND SHALL DONVIE PHILLIPS \
THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE SITE AT ALL TIMES. REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN 1450 BLUE
HERON AVENUE SIDEWALK G-7 0 3825 SF
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY 2, THE SLBMISSICN AND REVIEW OF ALL SLBMITTALS (SHOP DRAWING, SIX SETS) AS WORKMANSHIP AND/OR MATERIALS
WITHIN THE ONE YEAR PERIOD ENCINITAS, CA 92024
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO WITHOUT EXPENSE WHATSOEVER TO LWD
CROSS GUTTER MODIFIED G-12 329 SF
SHOWN ON THESE PLANS. '
THE PRE-CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. 6. PRIOR TO BEGINNING SEWER WORK CONTRACT? SHALL SECURE A OWNER'S CERTIFICATE
4" AC PAVEMENT OVER N/A 0 13,814 SF
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 3. UNLESS OTHERWISE NOTED, CONFECTIONS TO EXISTING MAINS SHALL BE MADE DRY. LWD PERMIT FOR CONSTRUCTION
AND SHALL PROVIDE A MINIMUM 6" CLASS II ASP. BASE MIN. \ �
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR THE TINE AND DURATION OF ANY SlUTDONMS OF EXISTING MAINS SHALL BE SU &ECT OF 48 HOURS NOTICE TO LWD PRIOR TO
CONSTRUCTION. TRAFFIC INDEX OF 6.0 MIN.
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IT IS AGREED
THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND IN ADVANCE OF ANY SHJTOOMV. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A THESE
PLANS. SUBDIVISION BOUNDARY
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRAAGEMENTS FOR HIGH-LINIAG REPRESENTATION OF THE ACCURACY
OF THE LOCATION OF, OR THE
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO ShUTDOWNS WILL BE SCHEDULED ON EXISTENCE OR NON-EXISTENCE OF ANY
UNDERGROUND UTILITY, IT IS FURTHER AGFEED THAT THE OWNER (DEVELOPER) SHALL HAVE A PROPOSED LOT LINE (PER PARCEL MAP ___)
ACTUAL LOCATION OF EXISTING FACILITIES. A MONDAY OR FRIDAY. PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ADDITIONS CIVIL
PLHAANSRWH MAKE SUCH CH THE CITY ENGINEER INEERDETERMINES PROPOSED EASEMENT (PER PARCEL MAP----
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD ARE
NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF CENTERLINE
7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRE,), SHALL BE SUBMTTED TO 8.
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES THE DISTRICT PRIOR TO CONSTRUCTION. DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. THE
IMPROVEMENTS.
AND SHALL COORDINATE HIS WORK WITH COMPANY 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. EXISTING
CONTOURS
REPRESENTATIVES. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOUNDS 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL I FURTHER
AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
PRIOR TO THE BEGINNING OF WOW TO ARRANGE FOR INSPECTION OF THE PROJECT. ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. THESE PLANS
WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS PROPOSED CONTOURS 255
NOTICE ALL ELECTRIC AND GAS SERVICES WITHIN NEW SEWER SHALL NOT BE CONVECTED OR ALLOWED TO FLOW AFTER ISSUANCE OF THE CONSTRUCTION
PERMIT AND TO PUPSUE SUCH
THIS PROJECT ARE "UNDERGROUNDD 7. THE CONTRACTOR MST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE
OF ALL WOFHK ACTIVELY ON EVERY NORMAL WOFdKING DAY UNVTIL COM>pLETEO EXISTING EDGE OF PAVEMENT - -UADERGROLNO SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION.
THIS CALL EXISTING SEWER
INSTALLATIONS". FOR LOCATION OF UPSTREAM WORK BY THE LWD INSPECTOR ORE APPROVED WORK AC I EL AND INDEPENDENT OF ANY OTHER WORK
ASSOCIATED WITH
ELECTRICAL CABLES AND GAS PIPING AND WILL BE MACE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING BY DISTRICT ENGINEER. THIS
PROJECT OR UDDER MY CONTROL
PERFORMED IN PU BLIC RIGHT-QF-WAY. (DIG ALERT PH�E 800-227-2600)
APPURTENANCES CALL SD.G.& E. EXISTING WATER
TELEPHONE: 1 800 422-4133 (DIG ALERT) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION IF, LINE 10. ALL SERVICE LATERALS SHALL
BE LOCATED AT RIGHT ANGLES TO EXISTING STORM DRAIN
CROSSINVGS LINE PARIALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY
8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO VERIFIED BEFORE ANY CONSTRUCTION LWD ON THE FLANS. ° '
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE BEGINS. PROPOSED SAWCUT LINE
DO'UVIE PHILLIPS DATE
HIS WOW WITH COMPANY REPRESENTATIVES. 9. THE CONTRACTOR SHALL FU7VISH AND INSTALL PER THE STANDARD SPECIFICATIONS 11. A 2-INCH HIGH °S" SHALL BE INSCRIBED
ON THE CURB FACE AT EACH n
THE APPROPRIATE BU9IED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL LATERAL LOCATION BY THE CONTRACTOR. PROPOSED 4"
SEWER LATERAL LWD S-17 4 EA
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY.
PROJECT BOUNDARY ARE "UNDERGROUND 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP 12. A 10 GAGE SHIELDED COPPER WIRE SHALL
BE BURIED OVER EACH LATERAL PROPOSED 1-112" WATER SERVICE OMWD B-1.3 4 EA
INSTALLATIONS". FOR LOCATION OF OF PIPE PROFILE IS 46-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED
AND SOLDERED TO
CABLES AND APPURTENANCES CONTACT 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT THE WIFE. THE TAG OVER THE
SEWER MAIN SHALL TERMINATE 6" ABOVE PROPOSED FIRE HYDRANT ASSEMBLY OMWD C-1.1 ® z 1 EA
PACIFIC BELL. COUPLINGS WITH 4* MAXIMUM DEFLECTION PER COUPLING (2* PER JOINT). NO BENDING PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING.
THE TAG
TELEPHONE: 1 800 422-4133 (DIG ALERT) (CURVING) OF PIPE SHALL BE PERMITTED. OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE
9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT 12• MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT CTON CONNECTED
AND SHALL THEREAFTER BE BUMMED AT THE POINT OF STATEMENT OFENGIlVEER OF WORK
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ALL LOW POINTS IN T HE WATER MAIN PROFILE. PLACE MANIUAL AIR RELEASES AND NOTE
OW-OFFS WITHIN METER BOX AND LOCATE BEHIND IXNaB UNLESS OTHERWISE APPROVED ALL OVERHEAD UTILITIES TO BE PEALED UNDERGROUND
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. SL BLPERFORMED BY THE
DRIVEWAYS THE UNDERSIGNED ENGINEER AGREES THAT THE WO
DISTRICT 5 REPRESENTATIVE.EAESENTATIVE. FIFE HYDRANTS MAY DE USED IN LIEU OF A MANUAL 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF RM
AIR RELEASE BLOW-OFF WHEN LOCATED AT OR HEAR HIGH OR LOW POINTS AS ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
AND
NOTICE: ALL WATER SERVICES WITHIN THIS 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR PRACTICES OF THE ENGINEEER
S TRADE OR PROFESSION. THE ENGINEER
PROJECT BOUNDARY ARE 'UNDERGROUND APPROVED BY THE DISTRICTS REPRESENTATIVE. TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR FURTHER
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
INSTALLATIONS". FOR LOCATION OF 13. INSTALL A MVVR" 1-INCH WATER SERVICE TO EACH LOT. METER TO DE LOCATED 5-FEET TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD.
AIR TEST SHALL BE ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
WATER MAINS AND LATERALS CONTACT FROM A SIDE LOT LINE. A 314-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES
AND UTILITY LATERALS. OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
SAN DIEGUITO WATER DISTRICT. EXISTING CURB OR IMPRINTED IN NEW CURS AT ALL WATER SERVICE CROSSINGS. PERFOMED BY THE CITY OF ENCINITAS
IN ITS CAPACITY AS A PUBLIC
TELEPHONE. 1 800 422-4133 (DIG ALERT) 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE 15. ALL SEWERS AND LATERALS SHALL
BE IN PLACE AND SHALL HAVE FINAL ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DISTRICTS PRIOR WRITTEN CONSENT. APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. DETERMINATION BY THE CITY OF ENCINITAS OF
THE TECHNICAL
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 15. ALL WATER SERVICES FOUR IRRIGATION MLTIPLE RESIDENTIAL COMPLEXES COMMERCIAL SUFFFICIENCY
OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON 16. ALL NEW CONNECTIONS TO
EXISTING SEWER SHALL BE MADE TO DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIIITY FOR THE PLANS OR
IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS IF NEEDED. CUSTOMERS SIDE OF WATER METER. EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANIAFACTUNED DESIGN
OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR OFFICERS AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY
TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
"UNDERGAOLAND INSTALLATIONS". FOR LOCATION OF CABLES AND INSERTING WYES INTO AN EXISTING SEWER. INJURY ARISING SOLELY FROM THE NEGLIGENT
ACTS ER#TORS OR
APPURTENANCES CONTACT: TELEPHONE. 1-800-422-4133 17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE OMISSIONS OF
THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
TEE MHENEVEA POSSIBLE. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORN, UPSTREAM ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY
AND EMPLOYMENT
12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 18. FIRE HYDRANTS. AS APPROVED BY THE APPROPRIATE FIRE DISTRICT ANO MEETING THE FLOW IN THE EXISTING SEWER
SHALL BE TEMPORARILY PLUGGED AND AND ARISING OUT OF THE WORK PERFORUED BY THE ENGINEER.
SHOWN ON THE 'AS-BUILT" IMPROVEMENT DRAWINGS. ALL DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY-PASSED BY PUMPING OR PUMPER TRUCKS
FOR DISPOSAL TO A
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF- BY THE FIRE DISTRICT. DOWNSTREAM LWD SEER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF 19. ALL DESIGN OW4GES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT FLOW, LWD MAY REQUIRED TEMPORARY PROVISION
OF DUTY AND BYPASS I'ZG 01
ENCINITAS. REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTIOV AND ACCEPTANCE OF THE CHAA E. EQUIPMENT WITH FULL-TIME MANED MONITORING. NO UMNNANNED BY:
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES BYPASS SHALL BE ALLOWED. BRIAN M. ARDOLINO DATE
13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE RCE No.
71651
RELOCATED OUTSIDE THE AREAS TO BE PAVED. DESIGNATED WORKRE PRESSURE FOR TESTING ALL PIPE VALVES (CLOSED) AND 18. FOR CONNECTION OF PLAIN END TO PLAIN END
PVC SEWER REPAIR
APPURTENANCES. COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION REQUIREMENTS AND
OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. QpQfESSjON
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO PVC SEWER REPAIR COURLINGS SHALL BE RUBBER
GASKETED WITH NO PASCO LARET SUITER O �HAEL q!
FIELD. EXISTING SYSTEM FACILITIES. BACTERIOLOGIC DUALITY TEST RESULTS SHALL COWORM1 CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO
�Q�C. �1 4q icy
TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. INSTALLATION OF TEH REPAIR COUPLING(S). THE REPAIR COUPLING SHALL & ASSOCIATES ;
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE LF BE SLIPPED ALL THE
WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND DML ENGINEERING+LAND PLANNING+LAND BURIMING �m No. 71651 o m
REFLECTIVE FACE OR EQUIVALENT. WORN(. THE PLANS MST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION ADJOINGIN PIPES SHALL BE ALIGNED TOGETHER AND
THE REPAIR COUPLING 535 N Coast Highway 101 Ste A Solana Beach,CA 92075 � s
SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN Exp. 12/31/09
AND ELEVATION OF PIPES AND APPURTENANCES. ph esa.as9.eala f:asa.as9.4aia plaseagiaee:iag.eom
16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED �T
'� u RAVE
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 23. CONTRACTOR SHALL GUARANTEE ALL WOAD FOR A PERIOD OF ONE (1) YEAR AFTER THE BY PW PIPE OR EQUAL
APPROVED BY THE LWD DISTRICT ENGINEER. PLSA 1472F 6j CTVIV Q
HOURS OF NOTICE FOR SUCH A MEETING. (633-2770) DATE OF ACCEPTANCE FOR THE PREECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY q�
OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED
TO OF CALIF
17 ALL CUT AND FILL SLOPES OVER THREE (3) FEET (:HEATED BY DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE TIE-IN TO EXISTING VCP.
FOR CONNECTION OR REPAIR OF PLAIN END VCP
GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO TO VCP OR VCP TO PVC A ROMAC INDUSTRIES
INC. STYLE 501. OR APPROVED
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. THE DISTRICT, ORDINARY WEAR AND TEAR UNUSUAL ABUSE OR NEGLECT EXCEPTED. EQUAL, STRAIGHT OR TRANSITION COUPLING
SHALL BE USED WITH A GASKET
HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCTC 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY RANGE FOR EACH END OF THE
COUPLING TO MATCH THE OUTSIDE DIAMTER
UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. APPROVED IN WRITING BY THE DISTRICT. OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED.
THE CENTER
RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 AND SHALL
18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUTOFF, AND ALLOW BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE A
YE
r.J�/E
NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. TYPE OF CONNECTING PIPE. GASKEYS SHALL BE SBR PER ASTM D2000 MBA710, 8
COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL
19 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION BE TYPE 316 STAINLESS STEEL.
ONLY. CITY OFFICIAL S SIGNATURE HEREON DOES NOT CONSTITUTE 6
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR 20.FINAL APPROVAL OF PLAN BY DISTRICT ENGINEER IS VALID FOR A PERK OF
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF
ENCIlVITAS FIRE DEPARTMENT NOTES CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START
20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND/OR SIDEWALKS SHALL NOT PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT OF CONSTRUCTION
THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK � N
BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL.
SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE g ti
THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE
yy B
SATISFACTION OF THE ENCINITAS FIFE DEPARTMENT. DEVELOPER EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 1. ALL WET & DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE PRIOR TO THE START OF
CONSTRUCTION. g
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. A-5 - 13 U I LT
LAND SURVEYOR. 2. AS A MINIMLA%( THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE
TO PROVIDE A PERMANENT ALL WEATHER FOR EMERGENCY VEHICLES. Q LIV C N 1�A I N M U N 1 CI P/3 L W R C ER \�IST2 GT
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER o,R�JEL-` M-�U• 43Z7Z0
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" 3. ALL FIFE HYDRANTS SHALL BE INSTALLEDd IN SERVICE, AND ACCEPTED BY 7�7�*'�'+�
D
AND "W; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE THE ENCINITAS FIRE DEPARTMENT AND THE APPLICABLE WATER DISTRICT. - - ' �t 2 g,
�JrC, lYll'�
Cam' THIS INCLUDES ALL FIRE HYDRANTS THAT ARE TO BE RELOCATED. V •�
23 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A C, ,E BRIEST T'E . VA-TE NTS
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
ENCIINITAS FM DEPART1VlErTI' OLIVE NHAW MUNICIPAL WATER DISTRICT LEUCADIA WASTEWATER DINT. ENC WAS PUBLIC WORKS DEPT. ENCINITAS PARKS &RECREATION DEPT.
AS BUILT
BY: /��OQt>A APPROVED ED B : 4 fie- Za .�d3��/� APPROVED../ 2w APPROVE
DATE: 8/10/01 DATE: �. O 1 DATE: 7/3//U9 40'. fir 21" DATE:� �4 0( ATE: i 711,31 DATE
SIGNATURE EXPIRES 2 YEARS AFTER DATE EXT
REVISIONS APPROVED DATE REFERENCES DATE BMC�ARK SCALE PLANM N(3 & BUIMINCi oESRSJIfD Br R Ala+ ev cllE8 By APPROVALS