2001-151-WO GENERAL WDROM"T NOTES 1. LC LATERALS SEWER NOTES
LCWD SEWER NOTES CONT'D SAN DIEGUiTO WATER DISTRICT WATER NOTES WORK TO BE DONE
1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, 26. ALL SERVICE SHALL BE LOCATED AT RIGHT ANGLIES TO THE SEWER 1.
WATER MAINS, LITERALS AND APPURTENANCES SHALL BE CONSTRUCTED THE IMPROVEMENT WrvRK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT
AT THE TIME
1. A PERMIT SHALL BE OBTAINED FROM THE ENCiNMAS ENGINEERING SERVICES 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 CONSTRUCTION. AS DIRECTED
BY THE CITY ENGINEER.
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER
CONSTRUCTION. 27. A 2 -NIGH HIGH 'S' SHALL � INSCRIBED ON THE CURB FACE AT EACH 1# DISTRICT. THE CONTRACTOR SHALL
AND HEREBY DOES GUARANTEE ALL WORK t, CIO OF ENCINiTAS STANDARDS
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENgMTAS LATERAL LOCATION BY THE CONTRACTOR. FOR A PERIOD OF ONE
YEAR AFTER T DATE OF ACCEPTANCE. 2 CITY OF E PL AS GRADING ORDINANCE
PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRiOR TO ALL DESIGN, MATERIALS, AND CONS TRUCTION WORK SHALL CONFORM T'0 THE
2 UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MANS WILL BE MADE 3. THIS SET OF PLANS
Z, �
CONSTRUCTION. LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BURIED OVER
EACH LITERAL BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DEWITO WATER DISTRICT, 4. THE STANDARD SPECiFlCAT1ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
3. ES NOT CDNSTITIJTE DO DO REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS THE WIRE SHALL EXTEND UP TO A Y COPPER TAG
TED AND SOLDERED TO AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. THE SAN DIEGO AREA REGIONAL STAND
APPROVAL OF TIHESE IMPROVEMENT PLANS AS SHOWN ARDS DRAWING AND AS MAY BE MODIFIED BY THE CITY OF ENCIMTAS
STANDARDS.
BOUNDARY. CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST THE W RE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6'
ABOVE 6. SOILS REPORT AND RECOMMENDATIONS BY CHRISTIAN WHEELER ENGINEER DATED MAY 7, 1999.
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PRO N
CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG 3.
WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, 7. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICATIONS
4. ALL UNDERGROUND UTIUTES WITHIN THE STREET RIGHT -OF -WAY SHALL STANDARDS GOVERN. OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE
GRADE TOP OF PIPE PROFILE IS 48 INCITES BELOW CENTER LINE FINISH GRADE OF STREET. 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.
LEGM
G UNDERGROUND FACILITIES SHOWN ON SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
5. THE EXISTENCE AND LOCATION OF EXISI'M 29• ALL PEE SHALL BE HANDLED AND INSTALLED SO AS 1D PROTECT PIPE, 5. CONTRACTOR
TO FURNISH ONE INO7}fl CAPPER WATER SERVICE AND METER BOX FOR
THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2 & 3. JOINTS,
LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO EACH RESIDENTIAL LOT. DM N& MiAHM symam
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT D EMENTS ON THE JJOBSITE AT ALL TIMES, PROVIDE CONTINUOUS BEARING AND
PREVENT UNEVEN SETTLEMENT. PiPE
AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF
6. CONTRACTORS SHALL REQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION
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 OF SAFETY FOR ALL TRENCH WORK.
AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PUNS. AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR PROGRESS
6. 30
LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR
7. INSTALL FROM HYDRANTS 25 FEET FROM FACE OF CURB. WILL SIDEWALK EXISTS, OR
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTIONN OF NEW MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO . PIPE
JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL 7 FEET FROM FACE OF CURB INHERE SIDEWALK EXISTS OR MALL 8E CONSTRUCTED.
WORK. CONTRACTOR MALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING LCWD. THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED
BY
A.C. PAVING AND BASE .........:(SEE GENERAL NOTE N0. 2) .... 10,122 S.F... '' :.•:•:.:•.•:•.•:••••••••••
• .
UNDERGROUND FAC ILI T IES OR WILL S UFFIC I ENT LY MAKE EXPLORATORY
AHEAD OF CONSTRUCTION TO PERMIT THE PIPE MFGR. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
REVISIONS TO PUNS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY.
A.C OVERLAY ........... ............................... ............................ S.F.
9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT
PERMIT FROM THE CITY OF
OF EXISTING FACILITIES. NEITHER E PRIVATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY OR 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL
BE PER THE LCWD SEWER ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY.
COMPLETENESS OF THE SEWER QUANTITIES. STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 6' TYPE 'G CURB AND GUTTER
......... G - G - 10 ...................... 606 LF.
7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE
TAKEN WHERE WATER LINES ....................
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.
ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCNITAS
REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE
CONCRETE SIDEWALK ........................ G - 7 ............................... 2 .485 S.F. ....................
WORK WITH COMPANY REPRESENTATIVES. RIGHTS -OF -WAY,
SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. 33, JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE CITY
OF ENgMTAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT �...�• � -��
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. TO THE SAN DIEGUITO
WATER DISTRICT OFFICE CONCRETE UT C DRIVEWAY .............. .........G- 14A .... ..........................1,130 S.F......................
"
ARE 'UNDERGROUND INSTALLATIONS'- FOR LOCATION ()F 8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE
ELECTRICAL CAS AND D GAS PI PING AND APPURTENANCES FURNISHED THREE SETS OF C SHEETS AND SHALL COMPLY WITH LCWD 34. MANHOLE BASES SHALL
BE MONOLITHICALLY PLACED, FINISHED, AND 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE
ELECTRIC COMPANY. STANDARD SPEC SURVEY F UT EMENTS. COMPLETED AT TIME OF PLACEMENT. OPK PRODUCTS, INC. OR APPROVED CONTRACTORS
TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT "NOT A THROUGH SiRED Si GN .................. ..............................1 EA..........................
CONTACT THE SAN DIEGO GAS
CONTACT
(800) 422 -4133 EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BAS= FOR EACH PIPE SPECIFICATIONS.
TELE PHON E :
9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD CONNECTION. SETTING OF MH RING SHALL NOT BE ALLOWED FOR 48 HOURS
STREET LIGHT 135 E- 1 ..... ..............................1 EA.........................
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 12 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS
NEAR COMPANY FACILITIES AND SHALL COORDINATE HE/HER WORK WITH COMPANY NOTICE TO LCWD PRIOR TO CONSTRUCTION. FOR USE WITH 8' SEWERS WITH DISTRICT
ENGINEER APPROVAL IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT.
REPRESENTATIVES. BE COMPACTED TO 9076, PRIOR TO PIPE MISTAIU_ATION. TRENCH RESURFACING........ CITY OF ENO�NiTAS
STD. DYING, ..........97 L.F .........................
10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RiNG SHALL
HAVE 13. FILL AREAS MUST
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 Q
CIRCUMFERENCE. GASKET SHALL � CPS -210 BY PRESS -SEAL GASKET 14. APPROVAL OF THiS PLAN BY SAN OIEGUiTO WATER DISTRICT DOES
NOT CONNSTiTUTE
ARE 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES STREET SURVEY MONUMENT .............. M- 10 ..............................
1 EA............................ '
AGENCIES. A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE
AND APPURTENANCES CONTACT PACIFIC BELL CORP., OR APPROVED EQUAL
TELEPHONE: (800) 422 -4133 11. CONTRACTOR SHALL CONFORM TIC LABOR CODE SECTION LIMITS ON 6705 BY SUBMITTING
LI NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
A DETAIL PUN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFlLL, 2)
AFTER TS OF THIS PROJECT.
9. IT SHALL BE THE RESPONSIBILITY 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
IMPROVEMENTS, AND BEAR THE WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH 15. ALL EXISTING FACILITIES WHICH MAY AFFECT
FINAL DESIGN, I.E., LINE CROP LINE
AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVE NEEDED. EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PUN MUST BE AFTER BACKFlLI_
OR PROPOSED U PROPOSED CONNECTION SHALL BE FIELD PROPOSED W ALL EXISTING FQ
COST OF RELOCATIONS, IF E THE PLAN 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR � PROPOSED UTILITY
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL TYPE '8' CURB INLET .....................D - 2, D - 11, D - 12, D - .....2 EA......................... .
PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH.
WITHIN THIS PROJECT ARE 'UNDERGROUND VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE BE SHOWN ON UNLESS GIVEN
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. ENT PUNS. ELECTRICAL AND SEWER TO CROSS UNDER
10. ALL TELEVISION SERVICES
LOCATION OF CABLES AND APPURTENANCES CONTACT TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO WATER MAINS UNLESS
GI � -
INSTAILAnONS'. FOR TYPE 'F' CATCH BASIN .................... D- 7..... ..............................3 EA..................
........ - -
CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE
(800) 422 -4133. THE PUN SHALL BE PREPARED BY A REGISTERED ENGINEER. AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 16.
WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED - ---L
A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION.
BACKFLOW DEVICES TYPE A -4 CtEANOUT .................... D- 4..... ..............................1 EA. • • • • • • ..... -
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE INSPECTOR PRIOR TO EXCAVATION.
'AS BUILT' IMPROVEMENT DRAWING. ALL SOURCES SHALL BE LOCATED WITHIN 38. ALL SEWERS AND LITERALS SHALL BE IN PLACE BE ANO
SHALL HAVE FINAL ARE TO INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE
APPROVAL BY THE LCWD INSPECTOR PRIOR TO PAVING. WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW
RIGHT-OF-WAY, OR WITHIN EASEMENTS DEDICATED TO THE t2 ALL SHALL BE INSTALLED IN DRY EXCAVATIONS AND 18' R.C.P STORM DRAIN
................. Q - 370 LF.........................
THE DEDICATED RIGHT - - - - -
CITY EN
OF gNITAS. DEVICE ARE RESPONSIBILITY OF OWNER. ......................
TRENCHES CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERNG - - - -
12. No PAVING SHALL BE DONE UNTIL DOSING POWER POLES ARE RELOCATED CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND DECLARATION
OF RESPONSI CHARGE 17. M "MUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND PRIVATE 6' H.D.P.E. STORM DRAIR .... -60 ..............................
24 LF.......................... - - --- -
OUTSIDE THE AREAS TO BE PAVED. COMPACTION OF BACKFTLL MATERIALS IN A DRY STATE. ALL PIPE ZONE SAN DIEGO GAS AND ELECTRIC
VAULTS.
MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE 1, HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT;
INFORMATION ONLY. CITY SHALL BE ENCASED IN GEOTEXTiLE MATERIAL SUITABLE GEOTEXTILE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THE PROJECT 18 UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATER SERVIC SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND AS DEFINED
IN BECTON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND CORRUGATED STEEL. PtPE..INI,ET ......... 0 - 16, D- 17 ...................... a EA............................
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION
OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL AT R
IM P OVEN J MATERIAL SHALL BE SUBMITTED APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERNG PERMITS AS NECESSARY THAT THE DESIGN IS
OF ANY KIND FOR THE DESIGN OR CONSTRUCTION (N: THESE PRIVATE IMPROVEMENTS. AND RETURN OF GROUNDWATER TD THE SEWER SHALL NOT BE ALLOWED. CONSISTENT
WITH CURRENT STANDARDS. 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE FOR RELOCATING ANY EXISTING WATER AND GRATE
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT IS AFFECTED BY HEADWALL TYPE 'B.' ........................
D -32 ............................1 EA............................
(IF APPLICABLE).
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWING AND SPECIFICATIONS
THEIR PROJECT.
14. ALL LUMINAIRES SHALL PROVED TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF PUNS WAS OBTAINED BY AVALABLE RECORDS SEARCH BY THE PRIVATE BY THE CITY OF ENCNITAS
IS CONFINED TO A REVIEW ONLY AND DOES NOT 20. CONTR ACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES
LIGHT ABOVE THE HORIZONTAL ENGINEER. TO THE BEST A THE PRIVATE ENGINEER'S KNOWLEDGE, THERE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSiBILITiES
FOR PROJECT REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN RIP RAP ENERGY DiSSiPATER .............D - 40 . .............................10
CY., ..........................
ARE No EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. DESIGN. p
15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT v �J 7_/o _ p 2 DIEGO COUNTY WASTE DIVISION.
A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR
STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN JORGE H. PALACIOS, R.C.E. 32031 DATE OFESS►o 21. USE THE
FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS MATH HIG Mo WROVIIIENTS US 23M
FOR SUCH A MEETING. PHONE NUMBER 633 -2770. H
ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY EXPIRATION DATE: 12 -31 -04 Q� ti DEFLECTION AND INTEGRAL BELL
END PIPE FOR CURVED ALIGNMENTS IN BOTH
16. THE DEVELOPER SHALL K RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER Quo
v� PA �q° << `ti HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PPE BETWEEN COUPLING. SAW 8' P.V.C. SEWER MAIN ................... S - 11.............................
378 LF.......................... -- S
EXISTING F AND ACILITIES OR STRUCTURES NOT SHOWN. SITE ADDRESS: CUT INTEGRAL BELL END OF
STANDARD PIPE A BEVEL EN FO R USE WITH DEFLECTION
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A
SUR VEYOR. H{CKORYHILL DRIVE No. 32031 N m COUPLINGS. U 9.5-FOO FEET PLAIN 0 END FEET. U 9S FOOT PLAIN PiPE LENGGTiHS�
SEWER MANHOLE (4 DIAMETER) ......... S -3 .... ..............................1 EA......................... M.H.
REGISTERED CIVIL ENGINEER OR A LICENSED LAND 14. APPROVAL OF THIS PLAN BY LCMA) DOES NOT CONSTITUTE A REPRESENTATION
THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LITERAL AND WATER OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR ENCINITAS, CA
* 12!31/04 WMTIH DEFLECTION COUPLING FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE
17. NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, WI * ND WITH A 19 - FOOT PLAIN END SEWER MANHOLE (5
DIAMETER)......... S - 4 .... ..............................1 EA......................... M.H.
SERVICE BY CHISELING THE LETTERS 'S' AND O W", RESPECTIVEIY, 2 INCHES HIGH INTO OR STRUCTURE AN INTEGRAL BELL E PIPE LENGTH
JOINED TOGETHER sr Civt%- PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE
THE FACE OF THE CURB. THE LIMITS OF THIS PROJECT LEGAL DESCRIPTION �TF 0= OF CA��F CHORD AND
CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL SEWER CLEANOUT ........................... S - S - 10.. • • •.................. 1 �• .......................
.
THE CURB IN A MANNER AND 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, RADII BETWEEN 560 FEET TO
1 150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL 18. THE ADDRESS OF EACH LOT SHALL BE PANTED ON LAW. ALL RO UN D CROSSING SHALL 0) POTHOLED
A PORTION OF PARCEL 1 AND A PORTION OF PARCEL 4 OF PARCEL MAP NO. NOT BE USED UNLESS SPEC*ldALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE.
AS REQUIRED BY STATE
LOCATION APPROVED BY THE INSPECTOR. 5440 IN THE CITY OF E NCINITAS, ( AUNTY CE SAN DIEGO, STATE OF CALIFORNIA, 4' P.V.C.
SEINER LATERAL ....... S -17 7
PRIOR TO TRENCHING. FILED IN THE OFFICE OF THE (AUNTY RECORDER OF SAN DiEGO COUNTY, S
19. ALL WORK SHALL BE DONE IN A ACCORDANCE WITH THE STANDARD SPECIFICATIONS DECEMBER 30, 1976.
FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND
PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH
Mr
(ADOPTED N DIEGO R (LATEST EDIT STA NDARDS COMMITTEE), AND THE SAN DIEGO SAFETY AND CONFINED SPACE ENTRY. ASSESSORS PARCEL NUMBER: 259 -
560-68
8 - ' P.V.C. (CUSS 150) ................. ....w - 21 w- 25 ...................212 LF . ........................
REGIONAL STANDARD
17. SOILS REPORTS SHALL BE SUBMITTED TO LCWM] BY A QUALIFIED SOTS OWNER CERTIFICATION
ENGINEER WHICH CERTIFIES THAT TRENCH BACKFiLL WAS COMPACTED AS I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROWENTS SHOWN STR
EET LIGHT WATER MAIN
DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS
I�
STR
SPECIFICATIONS AND THE LCWD STANDARD SPEC. AFTER ISSUANCE of THE CONSTRUCTION PERMIT AND TO PURSUE SUCH 56' a
4" P.V.C. (CLASS 150) WATER MAIN ........ W-21, W-25 .............. d9 LF ......................... .
ELEVATIONS SHOWN ARE S
8, IEWER INVERT ELEVATION (I.E.). INSIDE BOTTOM OF WORK ACTIVELY D EVERY NORMAL WORKING DAY UNTIL COMPLETED, 10'
1 --�
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH 8' GALE VALVE .... .........................w - 12A,
W -128, M1- 13 ........... 1 EA..........................
PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER THiS PROJECT OR UNDER MY CONTROL. 18' 18' 10'
OF MANHOLE.
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