2001-6906 I (Plans) WORK TO BE DONE
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0 0 - 012 E M A », CATiO R O N WITH TH AN R IMP
N IN A D D SPEC �fS
A W HA AC THE S WORK LL BE DOE AC
WATER A N D ALL 0 S
WATER NOTES FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
GENERAL NOTES SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
SEWER NOTES T E S CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS
SAN DIEGUITO WATER DISTRICT AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN 1. WATER MA LEUCADIA COUNTY WATER DISTRICT NS, LATERALS AND APPURTENANCES SHALL BE
IMPROVEMENTS STD. DWG. SYMBO QUANTITIES
THE STREET RIGHT -OF -WAY. CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 20.
CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF
OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR PRIVATE ENGINEER OF WORK. OR CONTRACTOR FROM RESPONSIBILITY CHANGES AND SHALL MAKE SUCH
RECORD AVAILABLE TO THE
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD FOR THE CORRECTION OF ERRORS
AND OMISSIONS DISCOVERED PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL T
PROVIDE AS -RUNE PROPERTY LINE
WI T
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CiTY OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. DURING OR AFTER CONSTRUCTION. DRAWINGS
0 LCWD FOR REVIEW AND APPROVAL PRIOR TO FINAL
ENGINEER. A "R" VALUE TEST SHALL BE REQUIRED PRIOR TO
ACCEPTANCE OF THE PROJECT.
CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SWILL CONFORM CENTERLINE
2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEINER STANDARDS 21. LENGTH OF OPEN
TRENCH SHALL BE LIMITED TO 350 FEET,
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT MANS WILL BE MADE BY THE CONTRACTOR, UNDER THE AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS
FOR INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APP- ;
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE SUPERVISION OF SAN DIEGUiTO WATER DISTRICT, AFTER PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE
REGIONAL ROVED IN WRITING BY THE DISTRICT, TRENCH SHALL BE BACKFILLED EXISTING CONTOURS -- S - "
PROJECT BOUNDARY. PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. STANDARD DRAWING'S, MOST CURRENT EDITIONS. IN THE EVENT OF OR PLATED
AT THE CONCLUSION OF EACH DAY OF WORK.
CONFLICT THE LCWD SEWER STANDARDS GOVERN.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE 22. THE CONTRACTOR SHALL
PROTECT ALL SURVEY MONUMENTATiON. EXISTING SPOT ELEVATION ( 95.20)
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRiOR TO WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW 3. OSHA SAFETY ORDERS AND OSHA CONFINED
SPACE ENTRY REQUIRE- IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. CENTER LINE FINISH GRADE OF STREET. MENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH PROPOSED CONTOUR 102
AND RECORD THE MONUMENT CHANGE PER STATE LAW.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. PROPOSED 4" PVC WATER LINE CL -150, C900 -W
120 LF
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. DOCUMENTS ON THE JOBSiTE AT ALL TIMES.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SKALL BE PROVIDED
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH BETWEEN THE SEWER PIPE AND ANY OTHER UTUTiES.
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE 5. THE CONTRACTOR SHALL GUARANTEE ALL
WORT( FOR A PERIOD OF ONE PROPOSED 8" PVC WATER LINE CL -150, C900 -W -- 103 LF
THERE ARE NO OTHER EXISTING FACILI E XC E PT AS
A X H WN ON YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHALL 24. SEPARATION OF SEWER/W TER
AND SEWER /RE CLAIMED WATER SHALL
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO AND METER BOX FOR EACH RESIDENTIAL LOT. REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE
IN COMPLY WITH LCWD STD DWG S - AND WITH ALL COUNTY AND STATE
TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING WORKMANSHIP O WHATSOEVER AND /OR MATERIALS WM41N THE ONE YEAR PERIOD HEALTH DEPT. REGULATIONS.
PROPOSED FIRE HYDRANT SDWD P -1 1 EA.
I '
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE WITHOUT EXPENSE TO LCWD.
FACILITIES SHOWN HEREON AND ANY OTHER WHICH C I S NOT OF CALIFORNIA DIVISION SION OF SA FOR ALL TRENCH WORK. 25. CONNECTIONS TO EXiSTNG
SEWER PIPE OR MANHOLES SHALL ONLY EXISTING SEWER LINE - - = - -- - S --
RECORD OR NOT SHOWN ON THESE PLANS. 6. QUANiTITES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. BE DONE IN THE DIRECT PRESENCE
OF THE LCWD INSPECTOR. NEW
6. LOCATION do ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO NEITHER THE PRIVATE ENGINEER
NOR LCWD GUARANTEE THE ACCURACY SEWER SWILL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING EXISTING WATER LINE - -- W w_ __
SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE OR COMPLETENESS OF THE SEWER QUANTITIES. SEWER UNTiL AFTER FINAL ACCEPTANCE OF ALL
UPSTREAM WORK BY
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR SIDEWALK EXISTS OR WILL BE CONSTRUCTED. THE LCWD INSPECTOR, OR AS APPROVED
BY THE DISTRICT ENGINEER.
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP EXISTING
GAS LINE
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY 26. ALL SERVICE LATERALS
SHWL BE LOCATED AT RIGHT ANGLES TO THE
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN TO LCWD. WORK SHALL NOT COMMENCE
UNTIL SUCH MATERIALS ARE SEWER MAIN UNLESS OTHERWISE SHOMM AS APPROVED BY LCWD ON
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF WATER MAIN. APPROVED PLANS. LCWD. THE PL• 1
" WATER SERVICE SDWD P -2 8 EA.
ACTUAL LOCATION OF EXISTING FACILITIES.
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM 8. PRIOR TO BEGINNING SEWER WORK. THE LCWD INSPECTOR SHALL BE 27. A 2 -INCH
HIGH 'S' SHALL BE INSCRIBED ON THE CURB FACE AT PROPOSED 8" PVC SEWER MAN SDR 35 LCWD S - 11 S -- 260 LF
7. THE CONTRACTOR SHALL NO TIFY THE SAN DIEGO GAS do ELECTRIC THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING FURNISHED THREE SETS OF CUT 94E
TS AND SHALL COMPLY WiTH EACH LATERAL LOCATION BY THE CONTRACTOR.
CO MPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND LCWD STANDARD SPEC SURVEY REQUIREMENTS. PROPOSED SEWER MANHOLE LCWD
S -3 2 EA.
SHALL COORDINATE HIS WORK WiTH COMPANY REPRESENTATIVES.
CO CITY RIGHTS -OF -WAY.
28. A 10 GAUGE SHIELDED COPPER WIRE SWILL BE BURIED OVER EACH
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS 10.THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN 9 PRIOR TO BEG SERER WORK, CONTRACTOR
E SECURE A LATERAL THE WIRE SHALL EXTEND TA PROPOSED SEWER LATERAL LCWD S -
WD TO A 2' COPPER TAG TIED
S
PROJECT BOUNDARY ARE "UNDERGROUND LC PERMIT FOR CONSTRUCTION ONSTRUCTION AND SHALL PROVIDE A MINIMUM OF AND SOLDERED TO THE WIRE.
THE TAG OVER THE SEWER MAIN SHALL 8 EA.
INSTALLATIONS". FOR LOCATION OF WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY 48 HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION. TERMINATE
6' ABOVE PAVING SUBGRADE WITH FiNAL LOCATION JUST
RIGHTS -OF -WAY, CUSTOMER TS -OF -WAY, CiTY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE BELOW PAVING. THE TAG OVER
THE CU END OF THE LATERAL TRENCH RESURFACING SDRSD G -24
APPURTENANCES. EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN SHALL EXTEND
ABOVE GRADE UNTIL CONNECTED AND SHALL THERE- 11 LF
ELECTRICAL CABLES AND GAS PIPING AND
ENCINITAS BEFORE THE WATER LINES ARE ACCEPTED AND A OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER AFTER BE BURIED AT THE
POINT OF CONNECTION.
TELEPHONE: 1 -800- 422 -4133 (DIG ALERT.) APPROPRIATE AGENCIES. 2" MANUAL AIR RELEASE SDWD P -10 3 EA,
WA I OFFICE.
COPY SENT TO THE SAN DIEGUITO TER DISTRICT
29. ALL PPE SHALL BE HANDLED AND MISTALLED SO AS TO PROTECT PIPE,
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY JOINTS LINING AND
COATING. THE PIPE SHALL BE CAREFULLY BEDDED
11. PRIOR TO AWARDING WATER LINE �, OWNER SHALL SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE TO PROVIDE CONTINUOUS
BEARING AND PREVENT UNEVEN SEITL.EMENT. 2" BLOW -OFF
N H 2 EA.
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
COORDINATE HiS WORK WiTH COMPANY REPRESENTATIVES. NTA . ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW DESIGN OF SHORING, BRACING. SLOPING, OR
OTHER PROVISIONS TO PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN
NO TI CE. ALL TELEPHONE SPECIFICATIONS. PHONE SERVICES WITHIN THIS CURRENT SAN DIEGUITO WATER DISTRICT SPECIFICATI BE MADE FOR
PROTECTION OF WORKERS FROM THE HAZARD OF ENDS OF PIPE SHALL L BE SEALED AT ALL TIMES WHEN CONSTRUCTION
PROJECT BOUNDARY ARE "UNDERGROUND CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION IS NOT IN PROGRESS.
INSTALLATIONS." FOR LOCATION OF 12.THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION THEE' THIS PLAN MA I PREPARED FOR ALL TRENCHES FIVE
CABLES AND APPURTENANCES CONTACT THE DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO FEET OR MORE IN DEPTH. P THE PLAN VARIES FROM THE SHORING
30. PPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND
1- 800- NANCE 33 DIG ALERT SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF
THE ANGLE
TELEPHONE:
( ) ARRANGE FOR INSPECTION OF PROJECT. ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL RECOMMENDED BY THE PPE
MFGR.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA
THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 13.FlLL AREAS MUST BE COMPACTED TO 90 7G, PRIOR TO PIPE EXCAVATION MUST BE SUBMITTED TO THE
LCWD INSPECTOR 31. SERER AANDD
EAROS. AND S S BE ER LCWD
INSTALLATION.
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED.
14.APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT 12. ALL SEWER FACILITIES SHWl BE INSTALLED IN DRY EXCAVATIONS 32. ALL LATERALS
SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
10. ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DE-
DOES NOT CONSTITUTE A REPRESENTATION AS TO THE WATT]RING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING 33. JOB MIXING OF CONCRETE IS
NOT ALLOWED WITHOUT EXCEPTION.
CONTACT: TEEPHONE 1-800-422-4133 F (DIG N ALERT) (DIG ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- PLACEMENT AND COMPACTION OF BACKFlLL MATERIALS
IN A DRY CONCRETE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. LEGAL DESCRIPTION
EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE STATE ALL PPE ZONE MATERIAL LOCATED IN WET OR AREAS
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN WITHIN THE LIMITS OF THiS PROJECT. SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED
IN 34. MANHOLE BASES SHALL BE MONOUTHIGAILY PLACED, FINISHED, AND PORTION LOT 3, BLOCK "B ", MAP 1788
ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL GEOTEXTIL.E MATERAL SUTABLE GEOTEXrILE MATERIAL SHALL BE COMPLETED AT TIME OF
PLACEMENT. GPK PRODUCTS, INC., OR CITY OF ENCINiTAS, COUNTY OF SAN DIEGO,
BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY OR WITHIN 15.ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., SUBMITTED TO THE DISTRICT ENGINEER
FOR REVIEW AND APPROVAL APPROVED EQUAL., MANHOLE ADAPTORS SHALL BE SET IN THE BASE STATE OF CALIFORNIA
EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. LINE CROSSING, LINE PARALLELING, OR PROPOSED CONNECTION CONTRACTOR SHALL OBTAIN DERATERNG PERMITS AS NECESSARY
AND FOR EACH PiPE CONNECTION. SETTING OF MH RAGS SITYAL.L NOT BE APN# 256- 253 -05
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. ALLOWED FOR 48 HOURS
AFTER CONCRETE PLACEMENT. PRECAST
MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8' SEWERS WITH
12. NO PAVING SHALL BE DONE UNTiL EXISTING POWER POLES ARE CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL 11 THE EXISTENCE AND LOCATION OF
UNDERGROUND UTILITIES SHOWN DISTRICT ENGINEER APPROVAL O WNER'S CERTIFICATE
RELOCATED OUTSIDE THE AREAS TO BE PAVED. BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS
SEARCH BY
TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S 35. JOINTS BETWEEN MH BASE,
SHAFTING, CONE SECTIONS, AND RING O WNER / P E R M I TT E E
13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE PERMISSION BY SAN DIEGUITO WATER DISTRICT. KNOWLEDGE, THERE ARE NO EXI.SW UTILITIES EXCEPT
THOSE SHOWN SHALL HAVE A 2' BY 2' BUM RUBBER GASKET PLACED WITHIN I (WE) HEREBY CERTIFY THAT A REGISTERED SOiLS ENGINEER OR GEOLOGIST
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE THE FULL CIRCUMFERENCE
GASKET SHALL BE CPS -210 BY PRESS KEVIN F. STEPHENS HAS BEEN OR WiLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL OF OTHER UTILITIES OR STRUCTURES NOT SWORN, OR IN A DIFFERENT SEAL GASKET CORP.,
OR APPROVED EQUAL. 1500 W. 11TH AVENUE, SUITE 24 AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
16
14. ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE LOCATION FROM THAT SHOW ON THE PLANS. THE CONTRACTOR SHALL ESCONDIDO,
CA 92029
HAVE APPROVED BACKFL MM DEVICE INSTALLED TO THE
REFLECTIVE FACE OR EQUIVALENT. TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE
BOT LL, TEL: (760) 740 -0885
DISTRICT'S SATISFACTION. BACKFLOW DEVICES ARE TO BE SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES 2) AFTER BACKFILL,
AND 3) SUBSEQUENT TO ANY SUSPECTED SIGNATURE DATE: % a •
15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE INSTALLED DIRECTLY OUTSIDE CiTY OF COUNTY RIGHT -OF -WAY NOT Ste• MOVEMENT OR DAMAGE
AFTER BACKFIIL IN F. STEPHENS
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR MAINTENANCE 14 APPROVAL OF THIS PLAN BY LCWD
DOES Nor CONSTITUTE A REPRE- 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALM, LOW DECLARATION 0 F RESP C H A R G E
HOURS OF NOTICE FOR SUCH A MEETING. (633 - 2770) AND ANNUAL TESTING OF BACKFLOW DEVICE ARE SENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE
EXIST- PARE AIR TESTED, AM TELEVISED AT THE APPLICANT/
RESPONSIBILITY OF OWNER. ENCE OR NON- EIaS>1:NCE OF, ANY UNDERGROUND UTiUTY, PIPE, OR CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR
FINAL
16. ALL CUT AND FILL SLOPES OVER 3 FEET CREATED BY GRADING FOR ��� WITHIN THE LIMITS OF THIS PROJECT. ACCEPTANCE BY LCWD. AIR TEST SWILL
BE DONE AFTER I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. OWNER: KEVIN F. STEPHENS
STREETS AND DRIVEWAYS SHALL BE HYDRO SEEDED WITH CITY OF 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED OF ALL OTHER UTLMES AND UTILITY
LATERALS THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ADDRESS: 1500 W. 1 1 TH AVENUE, SUITE 24
ENCINITAS APPROVED HYDROSEED MIXTURE. BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT
(800) 422- PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS ESCONDiDO, CA 92029
HYDRO SEEDED SLOPED SHALL BE IRRIGATED BY WATER TRUCK VAULTS. 4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE 38. ALL
SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. PHONE: TEL: (760) 740 -0885
V
UNTiL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. POTHOLED PRIM TO TRENCHING. FINAL APPROVAL BY THE LCWD INSPECTOR PRIOR TO
PAVING. 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS Z
17. ALL LUMINAIRES SHALL PROVIDE TRUE 90 DEGREES CUTOFF, AND PARALLELING WATER SERVICES. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL„
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT NOT RELIEVE ME AS ENGINEER
OF WORK, OF MY RESPONSIBILITIES FOR IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
LIMITED T0, TRENCH SAFETY Oro CONFINED SPACE ENTRY. PROJECT DESIGN PLANS
SOILS ENGINEER CH CERTIFIES THAT TRENCH BACKF
18. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS 19.CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR RELOCATING
C�
SHALL NOT BE PERMITTED. DRAINAGE SHALL D/ TRANSMITTED UNDER ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, 17. SOILS REPORTS SHALL BE SUBMITTED
TO LCWD BY A QUALIFIED Z
SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. ) D WAS --
VALVES, VALVE ORES, ETC. THAT IS AFFECTED BY THEIR SAN DIEGUITO ENGINEERING, INC. IT IS FURTHER AGREED THAT
THE OWNER (DEVELOPER) SHALL HAVE A of
PROJECT. COMPACTED AS DIRECTED S THE SOILS IN ACCORDANCE 4407 MANCHESTER AVENUE, SUITE 105 BARRY MUNSON RCE 40980
REGISTERED CML ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
WITH ON SITE SPECIFICATIONS AND THE LCWD STANDARD
19. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR SPEC. ENCINITAS, CALIFORNIA 92024 ADDITIONS TO THESE PLANS
WHICH THE DIRECTOR OF ENGINEERING W
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY PHONE: (760)753
-5525 I..� _� DETE RMINE E NECESSARY E DESIRABLE FOR THE PROPER W
RE- ESTABLISHED AND REPLACED BY A REGISTERED CML ENGINEER OR ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE 18. SEWER ELEVATIONS SHOWN ARE INVERT
ELEVATION (I.E.), ASIDE OF Z
A LICENSED LAND SURVEYOR DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF�OFESS/
DATE
COUNTY WASTE DIVISION. MANHOLE TO CETNIER OF MANHOLE. R I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN C'
20. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD LEUCADIA BLVD.
�'' ,`� v TOESS/ ON THESE PLANS WITHIN EXISTING CiTY RIGHT WITHIN 60 z
AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W 20.USE THE FOLLOWING VARIOLIS COMBINATIONS OF PLAIN END PIPE DISTRICT ENGINEER N �.
WRITING PRIOR TO h DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO W
RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL ?� FULVIA 4175
�'�`'!'l 1. Y ��o PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL
LENGTHS END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND = 3,r-
m s COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
21. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A �' W \L �r 4 PREPARED BY : ASSOCIATED WITH
THIS PROJECT OR UNDER MY CONTROL. 0
MANNER AND LOCATION APPROVED BY THE INSPECTOR.
VERTICAL DIRECTIONS. DO NOT BEND PiPE BETWEEN COUPLINGS. � t*� � SAN DIEGUITO ENGINEERING, INC. - 03
FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END N0. ,0980 � N
SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END 7A 4 � C + DIP. 3 - 31 �� s
N o
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