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2007-578 I (Plans)GENERAL NOTES 1. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 2. 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 ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY TELEPHONE: 1- 800 - 422 -4133. (DIG ALERT) 4. THE CONTRACTOR SHALL NOTIFY THE AT &T TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE AT &T TELEPHONE COMPANY TELEPHONE: 1- 800 - 422 -4133. (DIG ALERT) 5. 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. 6. ALL TELEVISION SERVICES WITHIN THIS PROJECT WILL BE "UNDERGROUND INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT TELEPHONE: 1- 800 - 422 -4133. 7. 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. (1F APPLICABLE) 8. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 9. 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). 10. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE�CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. TELEPHONE: (760) 633 -2770 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS AS THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BY: RONALD C. ASHMAN DATE R.C.E. 34300 (EXP. 9- 30 -09) ENCINITAS FIRE PROTECTION DIST. REVIEWED BY: %c1- *TJ�`�� SEWER NOTES (CARDIFF SANITATION DISTRICT) SEWER EXTENSION PLAN FOR &I •:r • m :I = O•►a ALL NEW WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE SAN 1531 S A N ELIJO A V E PROPERTY C- ALL NEW WORK SHALL BE DONE IN SPECIFICATIONS FOR PUBLIC WORKS ACCORDANCE WITH THE STANDARD CONSTRUCTION. EDITION). THE SAN Ld 1T O© BOUNDARY Q, PROJECT. (760) 633 -2770. i.15' -8" PVC D (LATEST SEWER A O DIEGO STANDARD SPECIAL PROVISIONS TO THE 'STANDARD SPECIFICATIONS FOR ��� 0 • 1C DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR BUILDING I PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL J 34 OF MISCELLANEOUS RECORDS AND BY A DEED RECORDED EXIST. POWER POLE TO SEE PERMISSION PUBLIC WORKS CONSTRUCTION. (ADOPTED BY THE SAN DIEGO REGIONAL IN BOOK 257, PAGE 369 OF DEEDS, AS PORTIONS OF ROAD STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS TO GRADE LETTER -�- PRESSURE GAS MAIN SURVEY N0. 7. STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WORK FORA (LATEST EDITION), AND THE FOLLOWING SPECIAL PROVISIONS: Q GROUND ROBERT SANDISON _ PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE (LATEST EDITION), AND THE WATER AGENCIES STANDARDS (LATEST EDITION), t- 1. TRENCH WIDTH SHALL BE PER SDRSD N0. S -4 UNLESS OTHERWISE NOTED. OWNERS CERTIFICATE NOT DISCLOSED OF RECORD. r' r \Jrl1 \lJ r�!i A.P.N. AND ENCINITAS STANDARDS AND DRAWINGS. 2. PIPE BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH' CRUSHED ROCK BENEATH IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR L o 260- 630 -12/13 PROPOSED RETAINING ' PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE © THE PIPE. PLANS. EXISTING X 3 LEGEND PER DWG. 578 -G 1 GROUND _ LI (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 OFFICIAL RECORDS. I y W ��P SITE ADDRESS VARIES 4% 4' INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS 9 1531 SAN ELIJO AVE. PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN NOT DISCLOSED OF RECORD. °• b. AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS SANTA FE DR. ENCINITAS, CA ITEM STND. DWG. SYMBOL QUANTITY EQUIVALENT OF 30 OR BETTER. TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR VERDE © INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 OF PCC PAVEMENT /BASE PER R- VALUES AND2 (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. SITE SG 8" PVC SEWER MAIN (SDR 35) SP -02 S 136 LF INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4 INCH CRUSHED ROCK. A.B.S. SOLID I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS (MIN. 6" PCC OVER 1' NATIVE SECTION y � 2 OWNER/ NOT DISCLOSED OF RECORD. AT 90% RELATIVE COMPACTION) NOT TO SEWER MANHOLE SM -02 Q -S 1 EA. WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE t^ ° EXIST. 12" AC CL -150 (W.O. FF 97.50 of REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PROPOSED PUBLIC ROAD DEDICATION. z z 6 82 -103) PAD 97.000 3 PUBLIC SEWERS. ui GREATER. ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. y Go 9� \NG�P� BALE AND B6NNA 86HREIBER SEWER CLEANOUT (TYPE B) SC -01 S 0 1 EA. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE TO CONNECTION TO SYSTEM. > 9/ \� O moon o�n�� � D BF LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE 10 19. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE INSPECTED O G.R,SSA.9 G 9201H 4" SEWER LATERAL SS -01 �OS 4 EA. INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED Sf /3//T % DWY. 'C^��40 BY THE INSPECTOR. 1)��z\ ol �CSIDUAL (ROSY TRENCH RESURFACING (TYPE D) ® 30 S.F. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD NO. VICINITY MAP SCNRL'(L -K FAMILY T1�U5� SEWER BACKFLOW PREVENTER REQUIRED STDI DWG. BF S -2. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR DATE: ,ARC SGNRC- -113ER FINISHED COMPLETE AT THE TIME OF POUR. PRECAST MANHOLE BASES ARE ? ^� RC51 7UAL Tf,05T/ SchFc- _[13cR FAMfLY 11'JJST' NOT TO SCALE (t?uSrCE U/A r2-108185 ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH INSPECTOR'S eARE IC> FZ --I I 5c H FF 13E( , TRUST[�G U/A CZ/03/86 T.B. REF: 1167 -C2 E,, d, goX go APPROVAL. F,O 136x 902 Cdr izD I F` " CA. 4?n07 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD NOS. CPRPIFf_ GA. 92007 611- ZOg -6dG3 S -13 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES. SEWER LATERAL DATA j J, 1J 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD NO. I S -10, TYPE A. s' PARCEL STA OFFSET / IE@MAIN TOP® MAI SLOPE LE® F.G.® DEPTH® LENGTH ' • c 3 �� 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM ESMT. ESMT. ESMT. __. _ r r � P.1 ;ST4:� 2 +10 �,- -� � : t COVER. P.I. ELEN: 103:89 �1 i 1 1 +47.70/16.00 L.T. 91.44 1.2' 2.0% 92.76 96.26 3.50' 8.00' i_ y { 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND -' - -r -30'' ± -lT: iii =v - -' - r Ii LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO 2 1 +79.70/16.00' L.T. 94.81 1.2' 2.0% 96.13 99.80 3.67 8.00' ACCEPTANCE OF WORK. 3 2 +23.70/16.00' L.T. 99.44 1.2' 2.0% 100.76 105.57 4.81' 8.00' $ Rs4 Sf?r. T 3`� ` -F 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE _ _ P,l E�EV,: 95.10 I v cy FINISH GRADE > .' + DISTRICT ENGINEER IN WRITING PRIOR T 0 ACCEPTANCE FOR PUBLIC USE. 4 2 +51.70 0.00' L.T. / 99.96 1.2' 25.0% 105.70 110.70 5.00' 23:00' } yr _.� �_:.', _ , DER 578 -G is c� .- w 0 1� 1; 1 i __ I 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION GARAGE L PROPERTY C- 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF EASEMENTS Ld 1T O© BOUNDARY Q, PROJECT. (760) 633 -2770. i.15' -8" PVC D ? THERS. #P120747 ' SEWER A O EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR ��� 0 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING 1C THE PURPOSE OF PUBLIC ROAD. REC IN BOOK 12, PAGE 1. BUILDING I SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF J 34 OF MISCELLANEOUS RECORDS AND BY A DEED RECORDED EXIST. POWER POLE TO SEE PERMISSION WAY. I BE RELOCATED BY 1* IN BOOK 257, PAGE 369 OF DEEDS, AS PORTIONS OF ROAD EXIST. WALL TO TO GRADE LETTER -�- PRESSURE GAS MAIN SURVEY N0. 7. EXISTING gE REMOVED DATED 9/25/07 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL WORK FORA NOTE: Q GROUND ROBERT SANDISON _ PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE V) THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS - t- OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER ti o NOT DISCLOSED OF RECORD. 3 CONTROL PLAN WILL BE NEEDED WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR EASEMENT GRANTED TO PACIFIC TELEPHONE AND TELEGRAPH PROPOSED RETAINING ' PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE © COMPANY FOR PURPOSES OF PUBLIC UTILITIES AND WALL PER RSD C -1 EXISTING OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. INCIDENTAL PURPOSES. REC. IN BOOK 1319, PAGE 353 OF PER DWG. 578 -G 1 GROUND _ LI OFFICIAL RECORDS. I 14. CONTRACTOR SHALL FURNISH, AND INSTALL, PER SPECIFICATIONS, THE VARIES 4% 4' APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN NOT DISCLOSED OF RECORD. °• b. a ;~ PUBLIC RIGHT OF WAY OR EASEMENTS. EASEMENT GRANTED TO SDGE FOR PUBLIC UTILITIES, PROPOSED PRIVATE DRIVEWAY. , 15. FOR SEWER LATERAL TABLE, SEE THIS SHEET. © INGRESS AND EGRESS. REC. IN BOOK 1770, PAGE 160 OF PCC PAVEMENT /BASE PER R- VALUES AND2 OFFICIAL RECORDS. SOILS ENGINEER'S RECOMMENDATIONS. 16. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. . THE EXACT LOCATION AND EXTENT OF SAID EASEMENT IS (MIN. 6" PCC OVER 1' NATIVE SECTION A o^ NOT DISCLOSED OF RECORD. AT 90% RELATIVE COMPACTION) NOT TO SCALE w 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO w GARAGE MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE ° EXIST. 12" AC CL -150 (W.O. FF 97.50 of REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PROPOSED PUBLIC ROAD DEDICATION. z z 6 82 -103) PAD 97.000 3 PUBLIC SEWERS. ui 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED O 10' WIDE PUBLIC PEDESTRIAN, DRAINAGE, SEWER, WATER rif 6 ZD PRIOR TO CONNECTION TO SYSTEM. AND PUBLIC UTILITY EASEMENT. se)<,Q w N � D BF I 10 19. NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE INSPECTED O PROPOSED PRIVATE ROAD AND UTILITY EASEMENT.P ljy w z z T DWY. ••�•� FINISHED GRADING BUT • •• • •- TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION ;R%�&KRKS §t& PERMANENT SAN DIEGUITO WATER DIST. REVIE BY :i��L (-EcoF p PIrAN CREW 1r0CYING�RIMCT AND s� v YI�S /I S lRnmAUD C: AsRfAA.N KaE 34300 C-xP• 9 -3o -t9 ENCINITAS PUBLIC WORKS DEPT. IIEWED BY: / DATE: % Z D DATE: 6 -Z -09 DATE: SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK CdANG (r 0ww&p, -II • I OC 137- CARDIFF ALONG AT& SF RR- 100'E. OF - 2MRiGC C TRACKS, 48'W. OF INTERSECTION OF MOZART AVE. & SAN ELIJO AVE. IN CARDIFF SCHOOL RELORA P AS UtLT -s & VICINITY. FOUND COPPER ROD WITH STANDARD ej _&4 „ ,Q DISK STAMPED OC 137, 1968. ELEV. 78.45 �IZ�I: ?���1_ F�� :�►[.��Il,�cl[�7� ■�lll�l<�l_llj • ► ► • 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2 FEET OF THE NATURAL GAS TRANSMISSION PIPELINE. 2. NO POWER OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 2 FEET OF ANY PORTION OF THE NATURAL GAS TRANSMISSION PIPELINE. 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS NO VISIBLE DAMAGE, THE CONTACT AREA MUST BE IMMEDIATELY INSPECTED BY AN SDG &E WELDING INSPECTOR. THIS MAY SIGNIFICANTLY DELAY THE JOB IF SHORING OR OTHER SAFETY PRECAUTIONS ARE NEEDED TO ALLOW THE INSPECTION. 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800)227 -2600. 5. THE GAS TRANSMISSION MAIN WITHIN THE AREA OF WORK MUST BE POTHOLED TO VERIFY THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO ANY START OF WORK. SCALE PLANNING AND BUILDING HORIZONTAL 1" =20' REVIEW D BY: VERTICAL DATE: PROVIDE TEMPORARY E SHORING TO PROTECT EXISTING WATER MAIN DURING CONSTRUCTION. EXIST. E.P. S- a LL EXISTING RETAINING WALL TO BE REMOVED GARAGE L E - 3 PAD 98.00 Ld BF BF 16' DWY. INSTL13 i.15' -8" PVC D ? THERS. #P120747 ' SEWER 16' Q ��� 0 I EXISTING ( 1C O EXIST. BUILDING I o J M.H. EXIST. POWER POLE TO C A U TI 0 N!! I BE RELOCATED BY 1* EXISTING 12" HIGH Ld PRESSURE GAS MAIN / z I NOTE: Q N El I W V) -OF -WAY cn Ii, ? TO HOURS FROM 9 AM ti o ao 3 CONTROL PLAN WILL BE NEEDED w 3 Q � (n ? X Q w � F-: N X w S- a LL EXISTING RETAINING WALL TO BE REMOVED -shim GARAGE L rr FF 98.50 00� 3 PAD 98.00 I BF BF 16' DWY. INSTL13 i.15' -8" PVC D ? THERS. #P120747 ' SEWER 16' BE REMOVED -shim GARAGE FF 104.15 PAD 103.65 n , -1 1 1 M NOTE: SEE CITY OF ENCINITAS DWG. NO. 578 -G FOR PROPOSED GRADING AND SURFACE IMPROVEMENTS FF 112.5101 PAD 112.00 16' DWY. lAF at 1111, 1 +50 L I L 2 +00 ao vA 00� 1 I �XIST. POWER POLE TO E RELOCATED BY INSTL13 i.15' -8" PVC D ? THERS. #P120747 ' SEWER 0 BE REMOVED ��� EXITING RE G I EXISTING ( WALL TO BE REMOVED- =-- BUILDING I o EXIST. POWER POLE TO C A U TI 0 N!! I BE RELOCATED BY 1* EXISTING 12" HIGH I OTHERS. PRESSURE GAS MAIN NOTE: w SEE SDGE GAS MAIN TRENCH WORK IN PUBLIC RIGHT -OF -WAY v~i CAUTION NOTES ON LIMITED TO HOURS FROM 9 AM TO 3 PM. X TRAFFIC CONTROL PLAN WILL BE NEEDED GARAGE FF 104.15 PAD 103.65 n , -1 1 1 M NOTE: SEE CITY OF ENCINITAS DWG. NO. 578 -G FOR PROPOSED GRADING AND SURFACE IMPROVEMENTS FF 112.5101 PAD 112.00 16' DWY. lAF at 1111, PROPERTY BOUNDARY C (TYP.)) \' C C 7 EXISTING STRUCTURE TO BE REMOVED GRAPHIC SCALE w THIS SHEET. PRIOR TO COMMENCEMENT OF WORK. ( ) IN FEET M UNLU ni UKAWN UT UntS&ntU bT APPROVALS TK RO RA PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED R1"' APPRO, D (�^ T (r DATE. 6 -x -09 BY: BY: • R.C.E. NO. 34300 7'�/ ^a RONALD C. ASHMAN EXP 9/30 %09' DATE: � DATE: (o 1 inch = 20 ft. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS FOR THE IMPROVEMENT OF: SEWER LINE EXTENSION ?78- 1 AT 1531 SAN ELIJO AVE. PLANNING CASE NO. 04 -178 A.P.N. 260 - 630 -12 13 d.i 1 OF 1 NOTE: -To AOi 0s1 TO NRVp E56 upcuM J.N. 1286 ADI) Z.I6' To FLAN 6LEVA110�fs (80.60) LCD LCD ILD O I � LCD M 00 Qi 0 U �O A a' � A w Z w�0 Z Z U x O LO wr� LO O C/2 pq wCn ZW z iA� 00� 1 I 0 Lo EXISTING I BUILDING TO 0 BE REMOVED 11 EXITING RE G D- WALL TO BE REMOVED- =-- PROPERTY BOUNDARY C (TYP.)) \' C C 7 EXISTING STRUCTURE TO BE REMOVED GRAPHIC SCALE w THIS SHEET. PRIOR TO COMMENCEMENT OF WORK. ( ) IN FEET M UNLU ni UKAWN UT UntS&ntU bT APPROVALS TK RO RA PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED R1"' APPRO, D (�^ T (r DATE. 6 -x -09 BY: BY: • R.C.E. NO. 34300 7'�/ ^a RONALD C. ASHMAN EXP 9/30 %09' DATE: � DATE: (o 1 inch = 20 ft. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS FOR THE IMPROVEMENT OF: SEWER LINE EXTENSION ?78- 1 AT 1531 SAN ELIJO AVE. PLANNING CASE NO. 04 -178 A.P.N. 260 - 630 -12 13 d.i 1 OF 1 NOTE: -To AOi 0s1 TO NRVp E56 upcuM J.N. 1286 ADI) Z.I6' To FLAN 6LEVA110�fs (80.60) LCD LCD ILD O I � LCD M 00 Qi 0 U �O A a' � A w Z w�0 Z Z U x O LO wr� LO O C/2 pq wCn ZW z iA�