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2008-10013-I (Plans)GENERAL NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (PUBLIC) 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES, CALL S.D.G.& E. TELEPHONE: 811 (DIG ALERT) 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. TELEPHONE: 811 (DIG ALERT) 9. THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FAC LITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL WATER SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF WATER MAINS AND LATERALS CONTACT SAN DIEGUITO WATER DISTRICT. TELEPHONE: 811 (DIG ALERT) 10. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 11. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT: TELEPHONE: 1 800 422 -4133 (DIG ALERT) 12, POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 13. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 14. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 15. ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE REFLECTIVE FACE OR EQUIVALENT. 16. CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. (760 633 -2770) 17. ALL CUT AND FILL SLOPES OVER THREE (3) FEET CREATED BY GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. HYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. 18. ALL LUMINAIRES SHALL PROVIDE TRUE 90 CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 19. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) 20. CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK, THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. SEWER EXTENSION - BERRYMAN CANYON ROAD (PRIVATE) GENERAL NOTES CONT. 21. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 22. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 23. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATIONS APPROVED BY THE INSPECTOR. 24. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). 25. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. (PRIVATE) • 56e qw- Ao, L Fog To-roj F tirt• ol- wumm ft yre 1. THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE RULES AND REGULATIONS FOR RECLAIMED AND NON- POTABLE WATER SERVICE OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT, ORDINANCE NO. 175, DATED MARCH 1989, AND ALL SUBSEQUENT AMENDMENTS. 2. RECYCLED WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANSDECEMBER 1987. CONTRACTOR SHALL HAVE A COPY OF THE OMWD STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 3. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE OMWD STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 4. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 5. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 6. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 7. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 8. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. 9. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED. 10. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE OMWD STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC RECYCLED WATER LINES INCLUDING RECYCLED WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 11. RECYCLED WATER MAIN SHALL BE PURPLE PVC PIPE AWWA C 900, WITH TWO CONTINUOUS METALLIC TAPE STRIPS, STAMPED "RECYCLED WATER." STRIPS SHALL BE SET AT TOP OF PIPE AND AT 24" ABOVE THE PIPE. 12. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 66- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 13. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 14. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. MANUAL AIR RELEASES AND BLOW -OFFS SHALL BE LOCATED BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. OLMMAMI MUNICIPAL WATER DMTMCT ENCINITAS FIRE DEPARTMENT WO #: 556810 RE WED BY: C2�� 11.5:09 DATE: INDEX REVIEWED BY: .04 /0? DATE: REVISIONS LE 4. ROBERTSON Rte N4. APPROVED ,`AI J AA ., DATE REFERENCES - TITLE SHEET DATE A, I ;OA.►-1 DRIVE 2¢¢2 SECDND AVENCE SHEET 3 BUILDNiQ • PLANNMG DEPARTMENT REVIEWED BY: I r STATION: ENC - 38 STATION ID: 1038 ELEVATION: 37.521' DATUM: NAVD 88, U.S. SURVEY FEET DESCRIPTION: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILES SOUTH OF INTERSECTION W/ EL CAMINO REAL. Aa SCALE CASE NO, 04 -147 TPM / CDP WATER NOTES (OLIVENHAIN WATER DISTRICT) CONT, 15. INSTALL RECYCLED WATER SERVICE(S) IN ACCORDANCE WITH SIZES) DEFINED ON THE DRAWINGS. LOCATIONS OF RECYCLED WATER METERS ARE SUBJECT TO APPROVAL BY DISTRICT'S INSPECTOR. 3/4 -INCH HIGH LETTERS "RW" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL RECYCLED WATER SERVICE CROSSINGS. 16. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 17. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 18. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 19. ALL DESIGN CHANGES TO THE RECYCLED WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE RECYCLED WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 22. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 23. FOR ALL APPLICATIONS UTILIZING NON -HEX HEAD BOLTS, INCLUDING, BUT NOT LIMITED TO, T -BOLTS ON MECHANICAL JOINT FITTINGS, THE BOLTS AND NUTS SHALL BE COATED WITH A FLUOROPOLYMER CORROSION INHIBITING COATING. THE COATING SYSTEM SHALL BE TRIPAC 2000 BLUE COATING SYSTEM, OR DISTRICT APPROVED EQUAL. THE PROPOSED COATING SYSTEM SHALL BE APPROVED BY THE DISTRICT PRIOR TO INSTALLATION IN THE FIELD. THE COATING SYSTEM SHALL BE APPLIED PER THE MANUFACTURERS RECOMMENDATIONS. 24. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET WITHIN THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY'S REGIONAL STANDARD DRAWINGS NO. W -12A AND W -12B FOR VALVE WELL COVER AND VALVE WELL FRAME AND ASSEMBLY. 25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. EWER NOTES IENCINITAS SANITATION DISTRICT) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION). THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE). THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S - 4 UNLESS OTHERWISE NOTED. 2. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. REATION I PUBLIC WORKS HORIZONTAL: N/A VERTICAL: N/A REVIEWED BY: DATE: DATE: - B Vi�,T ESI rEQ B SEWER NOTES IENCINITAS SANITATION DISTRICT) CONT. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD No.S -17. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD Nos.S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD No.S -10. TYPE A. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 48 -INCH MINIMUM COVER. 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. 14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. 15. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. 17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. 18. NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OR TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEC. 306 - 1.4.8) AS -BUILT NOTES PRIOR TO ENGINEER OF WORK PROCESSING AS BUILT PLANS, INSTALLERS OF WET UNDERGROUND UTILITIES ARE TO FURNISH WRITTEN CONFIRMATION THAT THESE FACILITIES HAVE BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE DESIGN AS SHOWN ON THE APPROVED PLAN. NONCOMPLIANCE WITH THIS REQUIREMENT MAY RESULT IN THE APPLICANT HAVING TO EXPOSE SUCH FACILITIES AND INCUR EXTRA COSTS TO OBTAIN ENGINEER'S VERIFICATION OF SAME. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OR THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND AT THE C CK OF PROJECT DRAWINGS AND SPECIFICATIO S Y THE TO ENCINITAS IS CONFINED TO A REVIEW ONLY AND OE NOT ME, AS ENGINEER OF WORK, OF MY RESPONSIB IT $/FOR DESIGN. * WORK TO BE DONE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION). ES; E. LEGEND SYMBOL ITEM STD. DWG. S 8" P.V.C. SEWER (SDR -35) SEWER MANHOLE S.D.R.S.D. SM -02 �S SEWER LATERAL S.D.R.S.D. SS -01 f-, 7 ___- �� ) (EX) DIRT ROAD 'k THE PERMITTEE and.or CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENT or BENCH MARK WHICH IS DISTURBED or DESTROYED DURING CONSTRUCTION. ANY SUCH MONUMENTS SHALL BE RE- ESTABLISHED and REPLACED BY A REGISTERED CIVIL ENGINEER or A LICENSED LAND SURVEYOR. LEGAL DESCRIPTION: A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, TOGETHER WITH A PORTION OF PARCEL 1 OF P.M. 3725. ARM SITE ADDRESS OWNER /PERMITTEE 262- 080 -25 1244 BERRRYMAN CANYON DrYE60PAiW1vf.5oLvr 1O1YS eNez,4Yr ENCINITAS, CA 92024 1302 agm1f40 an" MAR 05z HAR , C A 01201¢ 0 58 - 356 -2447 / / -/ xp � 39726 * E. 12/31n�, BY: GATE sr CIVIC RCE NO. 0_39726 EXP. DATE: 12 -31 -2011 9rE aF CAS OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION 9INO STABILITY DFJTHIS PROJECT. j# .if?w I;& BY: 11 6 2015 _ ATE BY: DATE: I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLET D, IRRESPECTIVE A% INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECVOR UTAER MY Cq"OL. OWNER: _ , 1IfLi % /s���ls.•� , y .l Z . OWNER. - -� ' � , / ADDRESS: , ASSESSOR'S PARCEL NO.: 262- 080 -25 SHEET INDEX 1 / LE 4. ROBERTSON Rte N4. 48529 DATE SHEET 1 - TITLE SHEET EC coNSUVAN75, INC, SHEET 2 - TENNIS CLUB DRIVE 2¢¢2 SECDND AVENCE SHEET 3 - BERRYMAN CANYON ROAD SAN P1500 CA 9210/ (619) 232-4200 aLAtA aoE`'-It IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID FOR YOU DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG UayLv 1* I'D PL S ' REPAR UNDER THE SUP RVISION OF NAw M OA DATE: N it_� OL9 CITY ENWAfe ( fltK) A R.C.E. NO.: 39726 HEWER' 4�.._ 11i81NSPE6TOR DOUGLA E. LOGAN EXP. 12 -31 -11 APPROVALS RECOMMENDED5T APPROVED BY: M • /✓l BY: I �L a) - MASIH MAHER PETER COTA - ROBLES DATE: 1119/OI DATE: r qzy o a�0 v c a= VICINITY MAP N.T.S. T.B.1167 - G2 048529 z r EXP. 6 30-� ENGINEERING Single Source Development Consulfanf 1635 S. RANCHO SANTA FE #204 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO PUBLIC SEWER PLAN FOR: SEWER EXTENSION - 10013 -1 BERRYMAN CANYON RD. (PRIVATE) CASE NO. 04 -147 TPM / CDP I SHEET ;1 OF 3 Z: \Projects \5894 - Horner \58941P01- SWR.dwg Oct 07, 2009 3:50pm Xrefs: 58941P00- SWR_40scale; 5894MAP GC LU 0 Z O O U 0 U W U z0:� V W U W z o 0 LLJ J _J Q Q � ~ W cn Q� O� O Ln U zI Q O Liz W � O Q Cfl 1z V / O �z W LLJ LLJ z_z 00 z= W CL GENERAL POTABLE WATER SYSTEM NOTES REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO N ADVANCE O ANY WEEKS MINIMUM I A V F N E D SHUTDOWN . 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4• MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. 13. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 14. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 15. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 16. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 17. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 18. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 19. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 20 ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 21. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 22. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 23. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 24. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. Underground Service Alert ® CALL BEFORE YOU DIG CALL TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG REVISIONS 1 PA _ _ J &A I/O \ N Co 't - -I-. 0= N n N mod, F�..O. .^ - Q ° O w o -- EXIST. 5 S H - > U z 1M= 158,16' _ -- a �p - d (RIM= 158.00) cc co 1 0 150.00 IE XI$T. GROUND d Cr -II (150.00 IE) + C NNEC S AIN OUT- 0' o° x L: - - - EXIS AN O BE �C W ANH OLE VIA REtjO�QwFR \ - -- - -� -- _ _______S RA GH'f G�2A E OR P 8 CYT _Of�NECTI N SIMIL S RSD 'IS -14 - - -� - - -:: I I _ I 8 1 0 PVG 132.73 IE 132.73 IE - , -1 *4+-- 60 D D PROFILE EXISTING SEWER MAIN TO BE APN RE- CONNECTED TO SMH #1 80 -18 EP CUTGCONNECTIOOR 262 - 0 SIMILAR TO SDRSD "S S S- EXIST. PRIVATE SEWER PER CITY o 0 CIS RECORDS APPROVED DATE REFERENCES DATE BENCHMARK S1411 Z STATION: ENC - 38 STATION ID: 1038 1 , ' ELEVATION: 37.521' DATUM: NAVD 88, U.S. SURVEY FEET DESCRIPTION: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILES SOUTH OF INTERSECTION W/ EL CAMINO REAL. Ii HORIZ. SCALE: 1-4 VERT. SCALE: 1"= (EXIST. 8" PVC WATER +- i pV I UIUN I T ANY) CONNECTED TO PORTION OF EXISTING SEWER TO BE REMOVED. CONTRACTOR TO MAINTAIN SEWER DURING I 3 CONSTRUCTION IF LATERALS FOUND. -I .30. 2. CONTRACTOR TO MAINTAIN SEWER DURING CONSTRUCTION VIA - - "HIGH- LINE" OR ANY OTHER ACCEPTABLE METHOD. 125.90 IE) - 3. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES, - -- HORIZONTAL AND VERTICAL, WHETHER OR NOT SHOWN ON 2 THESE PLANS. CONTRACTOR TO VERIFY THAT NO UTILITY CONFLICTS EXIST PRIOR TO ORDERING MATERIALS. - -- - - - CONTRACTOR TO PROVIDE ANY UTILITY LOCATION INFORMATION TO ENGINEER OF WORK PRIOR TO ORDERING MATERIALS. - 4. PER CITY RECORDS, AN EXISTING PRIVATE MAIN CONNECTS TO THE EXISTING MANHOLE WEST OF SMH #1. CONTRACTOR TO VERIFY PRIVATE MAIN CONNECTION, LOCATION, AND INFORM ENGINEER OF WORK. CONTRACTOR TO ENSURE THAT EXISTING PRIVATE SEWER MAIN IS NOT INTERRUPTED DURING CONSTRUCTION. S CLUB DR. LINE PER DWG # CS -269) w � w N cn APN In 262 - 080 -20 X � -o-�-�� ° 0 � --- �7 - EXIST. I 1 W °o = M WATER METERS O N N = % z a _ � 0' ° A r wN0)Oj 1 Wc�Ln6 .o M o n Q II �{- + X WL L J v J w a N9 w J 0 T_ < 03 i N Q 11� p1 N M X W (n W W v CL � (EXIS PER D S - _ S - --1 W W " PVC SEWER k CS -269) -(EXIST. 10" PVC WATER LINE PER DWG # CS -269) (EXIST. 8" PVC SEWER LINE PER DWG # TM 3808 -1) (CO. OF S.D.) PLiW �TNNIS CLUB DR, SCALE: 1' =40' (XXX.XX) = AS -BUILT OR RECORD DATA w E. E. <t y QO c� � C 39726 * Exp. 12/31, `rT,gr Clvlx� F OF CAlJ w J O z a w ,N N + O W w O rr) O cn�z<< II X W Q W W W�.�' l a ix @_Z G � Q W 126' PUBLIC R.O.W. SCALE utslc L dr uKAwly r�r (.Fit DEL nr APPROVALS BMW PLA REPARE UNDER THE SUP��2 �J0 e4F RECOMMENDED APPROVED HORIZONTAL: 1 " =40' DATE: (( ,,^ P R.C.E. NO.: 39726 BY: V BY: MASIH MAHER PETER COTA -ROE VERTICAL: 1 " =8' DOUGLAS LOGAN EXP. 12 -31 -11 DATE: l O DATE: lfz9,zeo " SEWER DATA TABLE W J DELTA BEARING RADIUS I DISTANCE 11 REMARKS Q N 89'28'57" W 8" PVC -SDR 35 CD N 89'28'57" W 26.91' 8" PVC -SDR 35 0 O Q EASEMENT LEGEND: W (EXIST. 8" A.C.P. WATERLINE) �A EXISTING 31.59' EASEMENT FOR ROAD AND z U UTILITY PURPOSES PER PARCEL 2 OF GRANT r�`` DEED REC. 8 -25 -1993 AS DOC. NO. V 1993 - 0556369, O.R. (PRIVATE) W (� EXISTING 40' EASEMENT FOR ROAD AND UTILITY z O PURPOSES PER PARCEL 3 OF GRANT DEED REC. Q 8 -25 -1993 AS DOC. NO. 1993- 0556369, O.R. (PRIVATE) z I► 40 20 0 40 80 120 SCALE IN FEET SCALE: 1" = 40' CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. W W Z PRIVATE SEWER PLAN FOR: SEWER EXTENSION - 10013 -1 w BERRYMAN CANYON RD. (PRIVATE) CASE NO. 04 -147 TPM / CDP I SHEET 2 OF 3 Z: \Projects \5894 - Horner \58941P02- SWR.dwg Oct 26, 2009 6:37pm Xrefs: 5894MAP; 5894BASEC; 58941P00- SWR_40scale; 5894TOPO W J Q Q W ( Q � O� N O Ln _ U 1`10 zI QO Ln W � O Q z� O 2:�z W CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. W W Z PRIVATE SEWER PLAN FOR: SEWER EXTENSION - 10013 -1 w BERRYMAN CANYON RD. (PRIVATE) CASE NO. 04 -147 TPM / CDP I SHEET 2 OF 3 Z: \Projects \5894 - Horner \58941P02- SWR.dwg Oct 26, 2009 6:37pm Xrefs: 5894MAP; 5894BASEC; 58941P00- SWR_40scale; 5894TOPO i t _^ W ; . � 13 +09.07 SMH 7 Z — _ RIM= 169.45- - I a E XIST. GROUND- - - - S WER NE _ -170 I XIST. ROUND N - ®SEW R INE _ _ (12 +96.91)_ r XIST. GROUN _ - 163.68 TP Ca? SEWER L - -- - - - ' � EXIST. 6 WATER MAIN = _ - I - 1._ (PER RECORD O.M.W.D ) _,: �,. _ .:., I 'f' ... 4 +%g Yv -- - (DWG. 5594 -M) _ . - _ . - M V E E D A - � -- -� - 160 f I EXIST. G 0 N �. I � -' — 5E At P R D 6 0. 0 5- o S „ - +-1-+- ®SEWER LINE -- � . - -- XIST. GR UN t;i S. 6th _ ® SEWER LINE _ + l 8 PVC SDR - -} - - - - - L - � _ _ �; I 8„ PVC�SD 35. 00% 1.66 O 1.00. - f ---1 -- � - _ - _ - -- - - 18 > _ 8 VC SDR 35 - - Q " SDR 3 M _ . _ coo ao I-- O o w 6.32 26 8 PVC DR 3 g rn + = ri z �- 0 3 1 *; 3 h � 140 - _ I + 0 +00 +00 +00 +00 +0 0+ 0 1 00 2+ 3+ 0 _ 1, .. I ROFILE - BERRYMAN CANYON RD. IDE- -- - - - HORIZ., SCALE: J"=40' l -POI -V RT. TT - I> - - - -- - - , _15 +19.27 SMH 7 1 , i - L - — - - - - - - -_ �S�F� F 80 ,; Ps„ a Po, - , , 180 — 10 m �r P�1 G 3 w 8 STUB OUT 10.4 - -- i - O — -- - !A d \�` O� —� — — - - -- --- EASEMENT LEGEND °� IL I NOTE: SEWER DATA TABLE SCALE: 1' =40' �RoFESs/O (XXX.XX) = AS -BUILT OR RECORD ATA eo pyNN ROB Underground Service Alert CALL BEFORE YOU DIG 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING LATERALS (IF S ANY) CONNECTED TO PORTION OF EXISTING SEWER TO BE c REMOVED. CONTRACTOR TO MAINTAIN SEWER DURING CONSTRUCTION IF LATERALS FOUND. I EXISTING OLIVENHAIIv MUNICIPAL WATER DISTRICT IASEMENT D ® OL/VENNAW MUN/CIACIL WA7ER D/SNIII 2. CONTRACTOR TO MAINTAIN, SEWER DURING CONSTRUCTION VIA � "HIGH- LINE" OR ANY OTHER ACCEPTABLE METHOD. 3. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES, HORIZONTAL AND VERTICAL, WHETHER OR NOT SHOWN ON AS OF D.R THESE PLANS. CONTRACTOR TO VERIFY THAT NO UTILITY C1V1% CONFLICTS EXIST PRIOR TO ORDERING MATERIALS. Two DAYS RE YOU DIG CONTRACTOR TO PROVIDE ANY UTILITY LOCATION INFORMATION TO ENGINEER OF WORK PRIOR TO ORDERING MATERIALS. REVISIONS ❑A EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 2 70 M � = ° ISO 0 OF GRANT DEED REC. 8 -25 -1993 AS DOC. N0. 1993 - 0556369, O.R. - - �FG� + F 8" STUB OUT © EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 3 __ _ _ - _ 15 +19.2 15 +11.77 - cn OF GRANT DEED REC. 8 -25 -1993 AS DOC. NO. 1993 - 0556369, O.R. -- -- _ - rw �., � �,� � SMH #8 © EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 4 OF GRANT DEED REC. 8 -25 -1993 AS DOC. NO. 1993- 0556369, O.R.0 �� - 16 PROPOSED - - - - - I� LOT LINE © EXISTING EASEMENT FOR ROAD & UTILITY PURPOSES PER DOC. REC. A 3 -22 -1971 AS FILE NO. 54587, O.R. A -+ I -_ �— Flci ��- �; .P. PARCEL 2 MD EXISTING EASEMENT FOR UTILITY PURPOSES GRANTED TO SAN DIEGO __ P O F I L - P R I VA D R • y { I, TPM 04 -147 GAS & ELECTRIC PER DOC. NO. 82535 REC 5 -12 -1961, O.R. HORIZ. SCALE =40 13 +19.2 - - - - A �D PROPOSED ROAD A D UTILITY EASEMENT P R ; PER STEAL VER,T. SCALE• 1 ' -8 DOC. NO.1401-66011If q . RECD �Z' i ,ati -- ,.. 1413 7 V5 1 +00 •31►, 14 +00 r.. 15 +00 S Lij E❑ PROPOSED EMER NCY ACCESS EASEMENT P R Y j .. " DOC. NO.ZLIOR- ��ZQ�l . ECT �Z �i% OR N APN DRIVEWAY I ;i 1111 W rs, <3 P 13 -G (� -� ' F PUBLIC EASEMENT FOR PRIVATE 5 BEET RECORDED MARCIf 4 i I Im ;I •• (f1 B 2014 as poc. NO. 20114- 0086718, of O.R. APN 0 262-080-03 ID� z,a v W PUBLIC EASEMENT FOR PRIVATE STREET RECORDE05f,PTL'MURI 20 /5 �62- 080 -24 "iZ� " PI m A 1 U AS COC. NO. ,2015 - 0'/6'1155 OF O.R. z `, �� ° �' z U .,ti APN APN W_z z (/� m 262- 080 -16 262 - 080 -17 �H PUBLIC EASEMENT FOR PRIVATE STREtaTDEDICArED ON P.M. O 3x p O �° = 0 N0.21351 Of. O.R. APN N�3'L v N u�i O v `� i V _ w 1 LLJ z J R z 262- 080 -21 w Z J0 _ p z +i z 5 z 13 +17.43 W L O d �4 .- APN >262 - 080 -�6 ��,,�_.., � � a M ° M � � °w. � 2 ado � Q �..I L- U �Q N (? V�00. U �I I �CD y- z EX. SEWER MANHOLE - - -. +:a v k ±= - h 17 _- Po-3N: I, - _. PER CS -269 TO BE REMOVED _ _" _ - 1 l -�` 3 0 i w A —APN 262- 080 -19 ? ♦ -.- DER PER gosr 1. _ s — r = s I _ J Q (STA 4 +96.0 1� (RIM= 158.0)) - - _ I i $ 6 _ - °� g = = _ "- _ _ _ (IE= 150.0) _ - - _ _ — - _ - - - w - - _ _ 7?i- S - �` W L N PER 9 C . Q c'' S - S S —j * S S� �_ SM00.00 �— �$'� WATER PER 9055' -1 SEMIER E1.1M1 NAir%O #z rt -M AN D Q WATER r6R9055 -►J _ # SEA DWGgO$s -1 A - -- � I PROJECT BOUNDARY DIRT ROAD C CONTRACTOR TO PROVIDE 101137 ,.. 12 -FEET GRADED ACCESS APN` m,_ (EX. DIRT ROAD *-� ALONG ENTIRE SEWER MAIN. APN a CJ = D a APN o Lo B _ N _ ACCEPTABLE TO TTO CITYAFIIRE DEPT. 262 - 080 -20 262- 080 -07 r 262- 080 -05 = APN PROPOSED ° � U r.9 40 20 0 4o ao 120 (PAD= 1551±) 262- 080 -06 R IMP ODEMENTS 0 T_ (PAD = 1621±) z I - V) (ASSUMED PER EXIST. TORO) (ASSUMED PER EXIST. TORO) Q O PLAN - BERRYMAN CANYON RD, (PAD= 160' ±) I Ln SCALE IN FEET (ASSUMED PER EXIST TOP SEE SEWER DATA TABLE SCALE: 1' =40' �RoFESs/O (XXX.XX) = AS -BUILT OR RECORD ATA eo pyNN ROB Underground Service Alert CALL BEFORE YOU DIG m C48529 z z S W c I EXISTING OLIVENHAIIv MUNICIPAL WATER DISTRICT IASEMENT D ® OL/VENNAW MUN/CIACIL WA7ER D/SNIII CALL TOLL FREE < � VCE A. RoB61 ,f-2.7 S - = L R= AS OF D.R C1V1% I Two DAYS RE YOU DIG OF Ckl_F� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE EXISTING OLIVENHAIN MUNICIPAL WATEROISTRICTEASEMENT * Exp. 12/31/11 * RECORDED APRIL 18�2014A5 DOC .2014 - 0154911-/ O.R. O �'T,9� CIv1� a�P F OF' CAS f0� _ � z DES) D Y DR BMNWBY C H E CDKEELD APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. LLJ W ❑A EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 2 70 M � = ° ISO 0 OF GRANT DEED REC. 8 -25 -1993 AS DOC. N0. 1993 - 0556369, O.R. - - �FG� + F 8" STUB OUT © EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 3 __ _ _ - _ 15 +19.2 15 +11.77 - cn OF GRANT DEED REC. 8 -25 -1993 AS DOC. NO. 1993 - 0556369, O.R. -- -- _ - rw �., � �,� � SMH #8 © EXISTING EASEMENT FOR ROAD AND UTILITY PURPOSES PER PARCEL 4 OF GRANT DEED REC. 8 -25 -1993 AS DOC. NO. 1993- 0556369, O.R.0 �� - 16 PROPOSED - - - - - I� LOT LINE © EXISTING EASEMENT FOR ROAD & UTILITY PURPOSES PER DOC. REC. A 3 -22 -1971 AS FILE NO. 54587, O.R. A -+ I -_ �— Flci ��- �; .P. PARCEL 2 MD EXISTING EASEMENT FOR UTILITY PURPOSES GRANTED TO SAN DIEGO __ P O F I L - P R I VA D R • y { I, TPM 04 -147 GAS & ELECTRIC PER DOC. NO. 82535 REC 5 -12 -1961, O.R. HORIZ. SCALE =40 13 +19.2 - - - - A �D PROPOSED ROAD A D UTILITY EASEMENT P R ; PER STEAL VER,T. SCALE• 1 ' -8 DOC. NO.1401-66011If q . RECD �Z' i ,ati -- ,.. 1413 7 V5 1 +00 •31►, 14 +00 r.. 15 +00 S Lij E❑ PROPOSED EMER NCY ACCESS EASEMENT P R Y j .. " DOC. NO.ZLIOR- ��ZQ�l . ECT �Z �i% OR N APN DRIVEWAY I ;i 1111 W rs, <3 P 13 -G (� -� ' F PUBLIC EASEMENT FOR PRIVATE 5 BEET RECORDED MARCIf 4 i I Im ;I •• (f1 B 2014 as poc. NO. 20114- 0086718, of O.R. APN 0 262-080-03 ID� z,a v W PUBLIC EASEMENT FOR PRIVATE STREET RECORDE05f,PTL'MURI 20 /5 �62- 080 -24 "iZ� " PI m A 1 U AS COC. NO. ,2015 - 0'/6'1155 OF O.R. z `, �� ° �' z U .,ti APN APN W_z z (/� m 262- 080 -16 262 - 080 -17 �H PUBLIC EASEMENT FOR PRIVATE STREtaTDEDICArED ON P.M. 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APN a CJ = D a APN o Lo B _ N _ ACCEPTABLE TO TTO CITYAFIIRE DEPT. 262 - 080 -20 262- 080 -07 r 262- 080 -05 = APN PROPOSED ° � U r.9 40 20 0 4o ao 120 (PAD= 1551±) 262- 080 -06 R IMP ODEMENTS 0 T_ (PAD = 1621±) z I - V) (ASSUMED PER EXIST. TORO) (ASSUMED PER EXIST. TORO) Q O PLAN - BERRYMAN CANYON RD, (PAD= 160' ±) I Ln SCALE IN FEET (ASSUMED PER EXIST TOP SEE SHEET 2 SCALE: 1" = 40' SCALE: 1' =40' �RoFESs/O (XXX.XX) = AS -BUILT OR RECORD ATA eo pyNN ROB Underground Service Alert CALL BEFORE YOU DIG m C48529 z z S W c I EXISTING OLIVENHAIIv MUNICIPAL WATER DISTRICT IASEMENT D ® OL/VENNAW MUN/CIACIL WA7ER D/SNIII CALL TOLL FREE < EXPG30 -" VCE A. RoB61 ,f-2.7 S WATER EASEMENT RECORDED • IH 201 RECORDED M AY 6, 20 1+A5 90C. 2014- 018351to D.R. DOG NO.. 2QU:Q! 2=, AS OF D.R C1V1% I Two DAYS RE YOU DIG OF Ckl_F� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE EXISTING OLIVENHAIN MUNICIPAL WATEROISTRICTEASEMENT AA 1141141 STATION: ENC — 38 STATION ID: 1038 X11 YDE D TE ELEVATION: 37.521' HORIZONTAL:1 " =40' DATUM: NAVD 88, U.S. SURVEY FEET DESCRIPTION: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CiTYENGINEE (�,.�A�j� PATE CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILES SOUTH OF INTERSECTION W/ EL CAMINO REAL. VERTICAL: 1 " =8' VI£NER �I?,�It INSPECTOR NoT ,E: ADD 2.15' TO ALL vERTICAL. EL!_VATIONS. o) W O 9 OFESS/ONq` E. I EXISTING OLIVENHAIIv MUNICIPAL WATER DISTRICT IASEMENT D ® OL/VENNAW MUN/CIACIL WA7ER D/SNIII Se < O LO (� Fyc WATER EASEMENT RECORDED • IH 201 RECORDED M AY 6, 20 1+A5 90C. 2014- 018351to D.R. DOG NO.. 2QU:Q! 2=, AS OF D.R N�<voJG�pS Z W C 39721 m EXISTING OLIVENHAIN MUNICIPAL WATEROISTRICTEASEMENT * Exp. 12/31/11 * RECORDED APRIL 18�2014A5 DOC .2014 - 0154911-/ O.R. O �'T,9� CIv1� a�P F OF' CAS f0� _ � z DES) D Y DR BMNWBY C H E CDKEELD APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. LLJ W zz PL N PREPA D UNDER THE SUPE,RVISONOF RECOMMENDED APPROVE SEWER PLAN FOR: � O DATE: (` J M'N1 -�/ pup"I,OAF� SEWER EXTENSION - 10013 -1 z = R.C.E. NO.: 39726 BY: BY: MASIH MAHER PETER COTA- ROE LES BERRYMAN CANYON RD. (PRIVATE) w CL DOUGL E. LOGAN EXP. 12- 31 —,11 DATE: _I/ 191 04 DATE: /o CASE NO. 04 -147 TPM / COP SHEET 3 OF 3 Z:\Projects\5894 — Horner \58941P03— SWR.dwg Oct 07, 2009 4:08pm Xrefs: 5894MAP; 5894BASEC; 58941P00— SWR- 40scale; 5894BASEA; 5907 —TOPO