2003-6993 I (Plans) GENERAL IMPROVEMENT NOTES LCWD SEWER NOTES LCWD SEWER NOTES CONT'0 SAN DIEGUiTO WATER DISTRICT WATER NOTES WORK TO BE DONE
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 26.
ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER BY PER 1 . WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF- WAY. PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE MAIN UNLESS OTHERWISE SHOWN
AS APPROVED BY LCWD ON THE PLANS. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER OF IMPR
C STRUCTI S N. A DIRECTED THE CII ONCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME
CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER DISTRICT. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL
WORK
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINiTAS CONSTRUCTION. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB
FACE AT EACH FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE 1. CITY OF ENCINITAS STANDARDS
STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. LATERAL LOCATION BY THE CONTRACTOR. 2. CITY OF ENCINITAS
GRADING ORDINANCE
2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE 2 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING
MAINS WILL BE MADE 3. THIS SET OF PLANS
LEUCADIA COUNTY WATER DISTRICT LCD SEWER STANDARDS AND TO THE 211 A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL
BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THE WIRE SHALL EXTEND
UP TO A 2" COPPER TAG TED AND SOLDERED TO AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS
AND AS MAY BE MODIFIED BY THE CiTY OF ENCINITAS STANDARDS.
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. CONSTRUCTION (GREDN800K) AND THE REGIONAL STANDARD DRAWINGS, MOST THE WIRE. THE TAG OVER
THE SEWER MAIN SHALL TERMINATE 6' ABOVE 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 6. SOILS REPORT AND RECOMMENDATIONS
BY CHRISTIAN WHEELER ENGINEER DATED MAY 7, 1999.
CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG TOP
OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. 7. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICATIONS
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY MALL STANDARDS GOVERN. OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE
GRADE 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS.
BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF % UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF 4.
ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
BERM, CURB, CROSS GUTTER AND PAVING. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS CONNECTION. 5. CONTRACTOR
TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 29. RESIDENTIAL LOT. •
5. THE EX AND LOCATION OF EX ISTIN G UNDERGROUND FACI.IIIES SHOWN ON 29• ALL PIPE SHALL BE HANDLED AND INSTALLED 90 AS TO PROTECT
PIPE, 6 CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION
THE BEST O F WERE NOWLLE THERE ARE E N OTHER FACILITIES EXCEPT ,4. DOCUMENTS TS THE JOBSITE AT ALL TIMES. SEWER NOTES 2 & 3. PROVIDE CONTINUOUS
BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE OF SAFETY FOR ALL TRENCH WORK.
AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF
7. INSTALL FIRE HYDRANTS 25 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR PIPE SHALL
BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. S= NPROVEMEM
AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR PROGRESS
FIRMED
REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR 8. PROVIDE AIR RELEASE ACES AT ALL HIGH POINTS IN WATER MAIN.
6. LOCATION AND ELEVA 71ON E LD MEASU REMENTS IM PROVE ME NT S PRIOR TO CONSTRUCTION OF NEW ME TO BE MET BY l BE DONNE MATERIALS WITHIN THE
ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL
SHALL BE CON BY FIE 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF A.C. PAVING AND BASE
......... (SEE GENERAL NOTE N0. 2) ......... 6,340 S.F . .................. :�= ��•'��•'�'�����'= '''�� =��
WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCALE EXISTING Lam' THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED
BY ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
THE PIPE MIFOIZ.
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT A. C. OVERLAY .........................................
.............................30 S. F.........................::::: ::':= ::::::::::::::::::::;:::::
REVISIONS TO PUNS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION 6• QUANTiTIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY.
10. THE DISTRICT REQUIRES THAT COMPACTiON TESTS BE TAKEN WHERE WATER LINES
OF EXISTING FACILITIES. NEITHER THE PRIVATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY OR 31. SEWER PIPE ZONE AND TRENCH BACCFiLL SHALL BE
PER THE LCWD SEWER ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -O" -WAY, CITY OF ENCINITAS
COMPLETENESS OF THE SEWER QUANTITIES. STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. RIGHTS-OF-WAY. OR PRIVATE EASEMENTS, AND
THE RESULTS APPROVED BY THE 6' TYPE 'G CURB AND GUTTER ......... G - G .................. 2Gs LF ........................
7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED
AND A COPY SENT (IF DAMAGED)
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER 7• PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS 32 ALL LATERALS
SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. TO THE SAN DiEGUIM WATER DISTRICT OFFICE
WORK WITH COMPANY REPRESENTATIVES. REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWI}. WORK 11. PRIOR TO AWARDING WATER
LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE 6" CONCRETE CURB .:.................... G- 1 ............................... 2GS LF........................
SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. CONTRACTORS TO OBTAIN
AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT
ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF 8, PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE SPECIFICATIONS.
A.C. DRIVEWAY ........................(SEE DETAIL ON SHEET 2)..........: •-0 S.F. ......................
• ��������:::::::�:::� :.
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWD 34. MANHOLE BASES SHALL BE
MONOLITHICALLY PLACED, FINISHED, AND 12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS
CONTACT THE SAN DiEGO GAS & ELECTRIC COMPANY. STANDARD SPEC SURVEY REQUIREMENTS. COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC.,
OR APPROVED f
OF BEGINNING WORK TO ARRANGE FOR INSPECTION O= PROJECT. •
IN ADVANCE
TELEPHONE. (800) 422 -4133 EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PiPE CONCRETE SIDEWALK ........................
G-7 ............................... . 70 ST........................
9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS
11 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. (IF DAMAGED) 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK
PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE
NEAR COMPANY FACILITIES AND SHALL COORDINATE HE/HER WORK WITH COMPANY NOTICE TO LCWD PRIOR TO CONSTRUCTION. FOR USE WITH 8' SEWERS MATH DISTRICT
ENGINEER APPROVAL 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATIVES. A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE CONCRETE DRIVEWAY (IF DAMAGED)...
G- 14A ............................. (�e ...........
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RiNG SHALL
HAVE OR NON - EXISTENCE O", ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE A 2" BY 2" BUTYL RUBBER
GASKET PLACED WITHIN THE FULL LIMITS OF THIS PROJECT. "FIRE LANE -NO PARKING ALLOWED" SIGN ...... ..............................6 EA..........................
ARE "UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AGENCIES. CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET 15. ALL
EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LMIE CROSSINGS, LINE
AND APPURTENANCES CONTACT PACIFIC BELL. CORP., OR APPROVED EQUAL
TELEPHONE: (800) 422 -4133 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING PARALLELING. OR PROPOSED CONNECTION
SHALL BE FIELD VERIFIED. ALL EXISTING
A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACCFiLL, 2) AFTER
OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL SEM
9. IT SHALL BE THE QTY OF THE DEVELOPER TO CONTACT THE UTILITY BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF BACKFiLL,
AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER am
AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH AFTER BACKFILL
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
COST OF RELOCATIONS, IF NEEDED. EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE 16. WATER CONNECTIONS TO COMMERCIAL
DEVELOPMENTS SHALL HAVE AN APPROVED 8" P.V.C. SEWER MAIN . ................. . S - 11 ........................... . 129 LF.......................... --S
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN 37. ALL
SEWERS AND LATERALS SHALL BE WAYNNE BALLED, LOW PRESSURE AIR BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES
VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE
S". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, TESTED, AND TELEVISED AT
THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -(E -WAY OR OUTSIDE SEWER MANHOLE . .........................
.S- 3................................. 1 EA........................: M.H.
INSTALLATIONS*. LATION 33. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. CONSIDERATION FOIR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL
BE DONE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW
A COPY (O= THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD 17. CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
DEVICE ARE RESPONSIBILITY OF OWNER. SEWER CLEANOUT .......................... S -9, S -10 ....................... 2 EA......................... C.O.
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE INSPECIOR PRIOR TO EXCAVATION. 17. MINIMUM HORIZONTAL
SEPARATION OF 10 FEET REQUIRED BETWEEN FiRE HYDRANTS AND
"AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL
SAN DIEGO GAS AND ELECTRIC VAULTS. 4" P.V.C. SEWER LATERAL ............. S - T .............................. 4 EA......................... -• 5�
THE DEDICATED RIGHT -OE -WAY, OR WITHIN EASEMENTS DEDICATED TO THE 12, ALL SEWER FACILITIES SHALL K INSTALLED IN DRY EXCAVATIONS AND APPROVAL BY THE
LCWD INSPECTOR PRIOR TO PAVING.
DIN OF ENCINITAS. TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWAIERtNG 18. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION
WHEN PARALLELING WATER SERVICES.
WATER WPROVEYENTS (W DEGLNTO MW CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR RELOCATING ANY EXISTING WATER
OU TSIDE 12 PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE DECLARA
�� CHARGE FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT IS AFFECTED BY " w
UTSIDE THE AREAS TO BE PAVED. MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE THEIR PROJECT. 4
P.V.C. (CLASS 150) .....................W - 21, W - 25 .................. 14, LF.........................
SHALL BE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OV
ENCASED IN GEOTEXIILE MATERIAL SUITABLE GEOTEXTiLE I, HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT;
WATER MAIN
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OVER THE DESIGN OF THE PROJECT
MATERIAL SHALL BE SUBMITTED TO 1H£ DISTRICT ENGINEER FOR REVIEW AND 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS
WATER PIPES
OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY APPROVAL CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND IREMIOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN 1" WATER SERVICE
.........................P - . ............................... 4 EA..........................
OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. THAT THE DESIGN
IS CONSISTENT WiTH CURRENT STANDARDS. DIEGO COUNTY WASTE DIVISION.
(IF APPLICABLE). - 2" BLOW- -OFF ASSEMBLY .................P -4 ..............................1 EA..........................
13 THE EXISTENCE AND LOCATION UTILITIES SHOWIN ON THESE 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS 21. USE
THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PiPE LENGTHS WITH HIGH
14. ALL LUMINAIRES SHALL PROVED TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE By THE CITY
OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH
LIGHT ABOVE THE HORIZONTAL E1NgNEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
FOR PROJECT HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW 2" MANUAL AIR RELEASE ASSEMBLY ....... P - 10 ..................:........1
EA......................... .
ARE NO DOSTiNG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. 57- CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR
USE WITH DEFLECTION
15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT COUPLINGS. USE 9.5 FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION
COUPLINGS FOR
PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS O' NOTICE ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR �yr
7 /C� Z ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PLAIN END PIPE LENGTHS 6" WATER CONNECTiON ............................ ..............................1
EA......................... .
A
A P SUCH A MEETING. PHONE NUMBER 633 -2770. STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN JORGE H. PALACIOS, R.C.E. 32031
DATE WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE
ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY AN INTEGRAL BELL GE
END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END
MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER e•
EXPIRATION DATE: 12 -31 -04 o f E SS/ PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
ti
16. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK EXISTING FACILITIES OR STRUCTURES NOT SHOWN. �o`� Sri. Pp4ggl� CHORD
AND CONTINU TH iS COMBINATION! THROUGH THE CURVED ALIGNMENT FOR ALL
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A SITE ADDRESS: ;, o �'0 2� RADII BE 560 U T TO 1 C�ALLY
E E PRIZED LEN D SHOR REPRESE FEETVEW DRAW
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION HiCKORYHILL DRIVE
U, cn 2
OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR ENCINITAS, CA 0 1`10 32o3t m TYPE 8 IriEADWALL
p - 3Z, . 1 EA. .
17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN CC 12131
A)4
Fu
SERVICE BY CHISELING THE LETTERS "S' AND "WIC', RESPECTIVELY, 2 INCHES HIGH INTO THE LIMITS OF THiS PROJECT. 1r * w 32'
w PRIVATE 36' X 36' CATCH BASIN ............. ............................... 1 EA..........................
THE FACE OF THE CURB. CIYtI ?
is CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, LEGAL DESCRIPTION �� CALF °P\ z � 5 � w /
TRAFFIC GRATE (BROOKS 3636 OR EQUAL)
I& THE ADDRESS OF EACH LOT MALL BE PAINTED ON THE CURB IN A MANNER AND AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED
w 12 12 �
A PORTION OF PARCEL 1 AND A PORTION OF PARCEL 4 OF PARCEL MAP MO. � � PRIVATE 12 X 12 CATCH BASIN ...............
..............................5 EA........................ .
LOCATION APPROVED BY THE INSPECTOR. PRIOR TO TRENCHING. w
5440 IN THE CITY OF ENCINITAS. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, N ELEV. N W/ TRAFFIC GRATE (BROOKS
1212 OR EQUAL
It ALL WORK SHALL BE DONE IN A ACCORDANCE 111TH THE STANDARD SPECIFICATIONS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
w 3 SHOWN ON PLAN w
FOR PUB LATEST FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED T0, TRENCH
IC WORKS CONSTRUCTION EDITION), THE SAN DIEGO STANDARD SPECIAL 16. CONTRACTOR IN RESPONSIVE FOR COMPLYING WITH ALL LOCAL., STATE, AND DECEMBER
30, 1976. PRIVATE STORM DRAIN CL.EANOUT . ....... .S - .................. ....1 EA................
(
PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO SAFETY AND CONFINED SPACE ENTRY' ASSESSOR PARCEL NUMBER: 259 -- 560-88
2%
REGIONAL STANDARD DRAWINGS (LATEST EDITION). 2x PRIVATE 12" H.D.P.E. OR P.V.C SCHEDULE 40 ...... A- 60. ........
.. �9 LF.. .
17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS u `--
ENGINEER WHICH CERTIFIES THAT TRENCH BACCFILL WAS COMPACTED AS
DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON St1E EARTHWORK OWNER CERTIFICATION ? / STORM DRAIN OR EQUAL
-
SPECIFICATiONS AND THE LCWD STANDARD SPEC. 6' MNC. •� ' .' A t PRIVATE 6" H.D.P.E. OR P.V.C. SCHEDULE 40
G ...... A 60............125 LF. ..................... .
1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVMENTS SHOWN CURB 6 STORM DRAIN OR EQUAL
18, SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E. INSIDE BOTTOM OF ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
PER G -1 NEW A.C. PAVING AND BASE ttiSEE PER G -2
PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER AFB ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH GENERAL
NOTE NO. 2) MIN. -3 AC
OF MANHOLE. WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, OVER 6' CLASS II AB, T. I.=4.5'
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH Z 2
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT THIS PROJECT OR UNDER MY CONTROL. TYPICAL SECTION - PRIVATE DRIVEWAY
A (SECTION A -A')
ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
NO SCALE
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES OWNER AHIJWN HOMES, LLC
AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE
PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LCWD FOR REVIEW ADDRESS: 2187 NEWCASTLE AVENUE, SUITE 101
AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. ARDiFF CA 92007 ( 30'
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING
NoText