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7966PROJECT PLANS FOR THE IMPROVEMENT OF SANTA FE CITY DRIVE STORM OF ENCINITAS WORK TO BE DONE GRADING FINISH GRADE ELEVATION ............. ............................... WORK TO BE DONE (SPECIFICATIONS & STD DWG 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS .185 A. GENERAL THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, AND 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS. 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS WORKS CONSTRUCTION (2006 EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND STANDARD SPECIFICATIONS 8. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (APRIL 2006 EDITION). ANY CHANGES OR REVISIONS "GREENBOOK" ............................... THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2009 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE EDITION) 2. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE 3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING 2• STATE OF CALIFORNIA STANDARD SPECIFICATIONS - MAY 2006. REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR _........................................... SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY. CONSTRUCTION AND MAINTENANCE WORK ZONES" (1996 EDITION). 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SHALL BE SCARIFIED TO A DEPTH OF 6 " AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT CHANGES IN THE FIELD. DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA STANDARD DRAWINGS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF 17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. THE ENGINEER AND AT NO COST TO THE CITY. 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS - AUGUST 2009 AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3. 2• STATE OF CALIFORNIA STANDARD PLANS - MAY 2006. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND ALL EROSION CONTROL MEASURES PROVIDED PER THE EROSION CONTROL PLAN SHALL BE AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS 19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY LAWS AND REGULATIONS. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE 6 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF 1 2 MILE OF A STRUCTURE FOR HUMAN OCCUPA C CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT D. THE CONRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAY C. GRADING FINISH GRADE ELEVATION ............. ............................... AND CITY RECOGNIZED HOLIDAYS. E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES ............................... TOP OF CURB ELEVATION ................. (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS .185 PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO 1. ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. PRIOR TO APPROVAL OF THE CITY. FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ............................... BOUNDARY 2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE ............................... RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT 3. WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE 9. D ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED FOR EMERGENCY WORK. REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL EXIST. PRIOR CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. _........................................... AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE HE EXPOSED SOILS 10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM SIGN - _ . . . . . .. . . ....................................... SHALL BE SCARIFIED TO A DEPTH OF 6 " AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT CHANGES IN THE FIELD. A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE PROP. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN 5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON 17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. STRICT ACCORDANCE WITH SPECIFICATIONS. BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES 11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD ALL EROSION CONTROL MEASURES PROVIDED PER THE EROSION CONTROL PLAN SHALL BE AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PROP. MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS 19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE (POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF 24 "X24' CATCH BASIN CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT 20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT CONSRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF ALL REMOVABLE PROTECTIVE DEVICES SHOWN ON THE EROSION CONTROL PLAN SHALL BE IN PLACE SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND SEE . DETAIL ..... ... EXISTING FACILITIES. INTO WHICH A PERSON IS REQUIRED TO DESCEND. TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE 12. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND B. NOTIFICATIONS FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) EFIBER RPER COVERAGE) OCTOBER 1 SLOPE SHALL BE STABILIZED HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN WITH BONDED MATRIX DEOTAILTE OFHTHE STORM WATER 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF BEST MANAGEMENT PRACTICE HANDBOOK. B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR n UTILITIES EXCEPT AS SHOWN ON .THESE PLANS, HOWEVER: FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1 -619- 546 -3606 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION TO THE DISPOSAL OF ANY SUCH MATERIAL. JL� C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2709 11. THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN STANDARD SPECIFICATIONS. D. THE CONRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY R/W ...................................................... ............................... FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800 - 422 -4133 (DIG ALERT) FINISH GRADE ELEVATION ............. ............................... EXIST. E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES ............................... TOP OF CURB ELEVATION ................. (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 32) D. EROSION CONTROL 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND THAT ARE NOT ............................... .................... GR .185 CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT 760 633 -2778 . ( ) PRIOR TO APPROVAL OF THE CITY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES 14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT AT ALL TIMES. EXIST. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN ............................... IS IMMINENT. 15. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND SEWER MAIN .............................................. ............................... RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT 3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE ............................... FOR EMERGENCY WORK. CONTRACTOR AT NO COST TO THE CITY. EXIST. STORM DRAIN ............................. _........................................... 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE 16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING SIGN - _ . . . . . .. . . ....................................... SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL. CHANGES IN THE FIELD. -� PROP. CURB RAMP TYPE ' D' ..... ..........................SDRSD 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED 17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. STORM DRAIN ..................... ............................... BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN 18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR - - - - - - CIRCUMSTANCES WHICH MAY ARISE. VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE RECORDED, A COPY OF SAID "AS- BUILT" DRAWINGS SHALL BE 6. ALL EROSION CONTROL MEASURES PROVIDED PER THE EROSION CONTROL PLAN SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. PROP. INCORPORATED HEREON. 19. MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY THE CITY 7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE ENGINEER. 24 "X24' CATCH BASIN AT THE CONCLUSION OF EACH WORK DAY. 20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED TO OBTAIN A PERMIT 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN ON THE EROSION CONTROL PLAN SHALL BE IN PLACE FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND SEE . DETAIL ..... ... AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS INTO WHICH A PERSON IS REQUIRED TO DESCEND. PROP. FORTY PERCENT (407). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SEE. DETAIL 9. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF B. NOTIFICATIONS PCC SIDEWALK .... ............................... EFIBER RPER COVERAGE) OCTOBER 1 SLOPE SHALL BE STABILIZED 9710 WITH BONDED MATRIX DEOTAILTE OFHTHE STORM WATER 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE BEST MANAGEMENT PRACTICE HANDBOOK. OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON .THESE PLANS, HOWEVER: 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU11ONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 11. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. a. SEWERS - ENCINITAS SANITARY DIVISION 12. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN WHICH INTERFERE b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY c. WATER - SAN DIEGUITO WATER DISTRICT (800)422 -4133 DIG ALERT THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER. d. TELEPHONE - AT &T CABLE TV - COX CABLE 13. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS e. f. RECLAIMED WATER - SAN ELIJO JPA CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD, OR UPON THE DIRECTION OF THE CITY ENGINEER, 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, BASINS PUMPED. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. DRY AND OTHERWISE RESTORED TO THE ORIGINAL DESIGN CONDITION. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (1- 800 - 422 -4133)) NOT LESS THAN TWO 14. DESILTING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO A RELATIVE (2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOIL ENGINEERING REPORT INCLUDING THE TT0 EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND EXCAVATION WORK CONDUCTED ON PRIVATE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS OF TESTING SHALL BE SUBMITTED TO PROPERTY. THE CITY ENGINEER FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. n U N DRAIN r I I I LOT 16 i L aa'I` illy 41 .t, I o \ LOT t e 31 8 gy.p x x2M I1 } ll t DENSE U -J2 Tk $ x3 - - f z� 3 I i no3 a Y 752 1 x MN n_', 'Ca. r � Co � Irr 1. A„ Y 1 4. 1 1 M I I F`i KEY MAP SHEET INDEX SCALE: 1 "= 80' SHEET NO. SHEET DESCRIPTION 1._ ..................... TITLE SHEET /SHEET INDEX 2 ......................... NOTES, DETAILS 3 ......................... SANTA FE DRIVE (STA. 34 +12.21 TO 37 +48.42) 4 ......................... STORM DRAIN PLANS (STA. 10 +00 TO 13 +28.55) 5 ......................... STREET SECTIONS 6 ......................... EROSION CONTROL PLAN 7 ......................... LANDSCAPING PLAN NOTE TO CONTRACTOR THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. D. EROSION CONTROL NOTES CONT. 15. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 16. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OR LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 17. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. 18. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT, A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 19. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF WORK DAY IF A 40 PERCENT, OR GREATER, CHANGE OF RAIN IS PREDICTED. 20. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 21. A 12 -INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 -FEET FROM THE TOP OF SLOPES. 22. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. VICINITY MAP NOT TO SCALE LEGEND SYMBOL EXIST. R/W ...................................................... ............................... ............................... \E 31313.00 FINISH GRADE ELEVATION ............. ............................... EXIST. Cl . ...................................................... ............................... TOP OF CURB ELEVATION ................. _ EXIST. CONTOUR ...................... ............................... ......................... ............................... .................... GR .185 EXIST. SIGNS ....................................................... ............................... _. EXIST. FENCE ..................................................................................... EXIST. WATER MAIN .............................................. ............................... EXIST. SEWER MAIN .............................................. ............................... _ S - - - -- EXIST. GAS LINE .................................................. ............................... - - G EXIST. STORM DRAIN ............................. _........................................... - PROP. SIGN - _ . . . . . .. . . ....................................... ............................... -� PROP. CURB RAMP TYPE ' D' ..... ..........................SDRSD G -31 PROP. STORM DRAIN ..................... ............................... ................. - - - - - - PROP. STORM DRAIN LUG ....... ............................... D -63 PROP. TYPE 'F' CATCH BASIN ............. ....................D- 7........ ......... PROP. 24 "X24' CATCH BASIN SEE DETAIL SHEET 2........ _ _ PROP. 18 "X18' CATCH BASIN SEE . DETAIL ..... ... SHEET .2....... - - - - - - PROP. STORM DRAIN CLEANOUT .................... SEE. DETAIL SHEET.2........ _ _ � PROP. PCC SIDEWALK .... ............................... G- 7,._G -9,. 9710 PROP. AC PAVING SECTION ............... ................... PROP. AC OVERLAY ...................... ............................... PROP. SAWCUT LINE ..................... ............................... PROP. TYPE 'G' PCC CURB AND GUTTER...... ....... PROP. SLOPE ............... ............................... L 2:1 CUT/F. ... ......I..L ...................... INVERT ELEVATION ............................................... ............................... \E 31313.00 FINISH GRADE ELEVATION ............. ............................... FG 3130.00 ..................... 130 FLOWLINE ELEVATION ..................... ................... ............................... F� 3130 TOP OF CURB ELEVATION ................. ............................... ............... SC 3p13130 3013.p13 TOP OF GRATE ............................ ............................... .................... GR EXIST. GRADE ...... ............................... ....................... EG 31313.0 �gpFESSIO EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE ,• PREVENTI N OF ERO 0 . SAN DIEGUITO WATER DISTRICT ��4�c��a�_s e�' 0 SI N AROUND THE ENDS OF THE DAM s i a GRADE OF THE STREET INTERVAL ,r LESS THAN 2% G L p i� AS REQUIRED 2% TO 4% 100 FEET F- � �:., � � # z�s �' S'ZO-lj ��q�= Ivtiv ,/ 4% TO 10% _ 50 FEET 7910 CONVOY COURT (858) 715 -1420 EwEWEO BY DATE: OVER 10% 25 FEET e, SAN DMIGO, CA 92111 (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. `�/2�/.( BENCHMARK: STATION POINT "1035" ON ROS 18416 PLANS PREPARED UNDER SUPERVISION OF RECOM D APPR TITLE SHEET FOR: DESCRIPTION: STREET WELL MONUMENT HORIZONTAL 1 " =80' .Z ./ DATE: S� /�% // BY: BY: t SANTA FE DRIVE STORM DRAIN 0047 -DI LOCATION: CENTER OF CUL -DE -SAC AT THE EAST END OF ORANGE VIEW DRIVE VERTICAL NONE R.C.E. N0. 58007 LEROY BODAS R.C.E. 22312 PETER COTA ROBLES, R.C.E. 52176 IMPROVEMENT PLANS ELEVATION: 243.238 FEET DATUM: NAM) 88 MARK L. HENNING EXP. 06/30/12 DATE: S 2¢ �/ DATE: %4t SHEET 1 OF 7 WORK PROJECT NO. CMD05E Q 8 M It 0 0 O z m O F. IMPROVEMENTS 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR. 3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 4. 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 ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 5. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. G. CONTRACTOR'S RESPONSIBILITIES 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND/OR ANY BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL E REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE. 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (2) DAYS PRIOR TO START OF ANY CONSTRUCTION. TRAFFIC CONTROL NOTES 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 7 -10 OF THE STANDARD SPECIFICATION, SPECIAL PROVISIONS AND APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (AUGUST 2009). 2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH APPENDIX "A" OF THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS (APRIL 2006) AND THE APPROVED TRAFFIC CONTROL PLAN DURING THE WORKING HOURS OF 7:30 A.M. TO 4:00 P.M. MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW WILL BE ALLOWED DURING THE HOURS OF 4:00 P.M. TO 7:30 A.M. AND AT ALL TIMES SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. 6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT CONSTRUCTION. FM 7910 CONVOY COURT SAN DHGQ CA 92111 REVISIONS FRAME AND GRATE - ASSEMBLY AVAILABLE IN TRAFFIC OR PEDESTRIAN MODELS LOOSE FRAME PAVING j NOTCH 3" (TRAFFIC) \ 1 1/2" (PEDESTRIAN) 18 "x31" THIN WALL KNOCKOUTS SLEDGE OUT AS REQUIRED. (TYP. 4 PLACES) BOX DESIGN LOAD: H -20 TRAFFIC FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. EXTENSION MODEL NO.1 C I WEIGHT RS242412 1 12"1600 LBS. 24x24 24 "x24" DROP INLET DROP INLET MODEL NO-1 A I B WEIGHT D1242448 1 48" 1 54" P500 LBS. B OUTSIDE HEIGHT OF BOX (JENSEN PRECAST OR APPROVED EQUIVALEN NO SCALE DATE BENCHMARK •2013 BENCHMARK: STATION POINT "1035" ON ROS 18416 DESCRIPTION: STREET WELL MONUMENT LOCATION: CENTER OF CUL -DE -SAC AT THE EAST END OF ORANGE VIEW DRIVE ELEVATION: 243.238 FEET DATUM: NAVD 88 'KBOX ONLY OPTIONAL C EXTENSION I HEIGHT CONSTRUCTION NOTES &- SAWCUT LINE SEE TYPICAL STREET SECTION �- SAWCUT AND REMOVE EXISTING AC PAVEMENT SECTION DOWN TO A DEPTH OF 10" AND CONSTRUCT 4" TYPE III 'C -2' PG64 -10 PMAC OVER 6" CL.II A.B. &- CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -10 PMAC AC OVERLAY, COLD PLANED AND FEATHERED TO MEET EXISTING PAVEMENT. APPLY SS -1H TACK COAT PRIOR TO OVERLAY. &- CONSTRUCT 6" CURB AND GUTTER WITH 4" CLASS II A.B. PER R.S.D. G -2 REMOVE EXISTING PCC CURB AND GUTTER AND RECONSTRUCT 10' TRANSITION FROM 10" TO 6" CURB AND GUTTER (D-CONSTRUCT 4" PCC SIDEWALK PER R.S.D. G -7 (D--ADJUST EXISTING WATER GATE VALVE TO GRADE PER W.A.S.C. STANDARDS (D-ADJUST EXISTING TRAFFIC SIGNAL BOX TO GRADE (D-EXISTING UTILITY POLE AND /OR GUY WIRE TO BE PROTECTED IN PLACE @_ REMOVE EXISTING PCC CURB OUTLET 11 EXISTING SIGNS) TO BE PROTECTED IN PLACE 12 INSTALL REPLACEMENT SOD AND LANDSCAPING TO MATCH EXISTING LAWN AREA 13 EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE 14 REMOVE EXISTING AC BERM AND /OR MISCELLANEOUS AC PAVEMENT. ALL BOUNDARIES OF REMOVAL AREAS SHALL BE AT EXPANSION JOINTS OR SAWCUT. 15 REMOVE EXISTING PCC CURB, GUTTER AND SIDEWALK TO EXPANSION JOINT 16 EXTEND AC BERM AND APRON AROUND PROPOSED CATCH BASIN 17 RE -GRADE EXISTING ROCK LINED DITCH TO MATCH FLOWLINE OF PROPOSED TYPE 'F' CATCH BASIN. REPLACE ROCK LINING IN KIND. 18 INSTALL PEDESTRIAN RAILING ALONG THE BACK OF S/W PER SDM -115 (NO RETURNS). RAILING SHALL EXTEND 2' ON EITHER SIDE OF TYPE 'F' CATCH BASIN. 19 CONTRACTOR SHALL KEEP WORK AREA CLEAN AND HAZARD FEE FOR THE DURATION OF THE PROJECT 20 ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. 21 CONSTRUCT TYPE 'A' CLEANOUT PER RSD D -9. REMOVE PLUG AND TRIM EXISTING STORM DRAIN AS NECESSARY. 22 CONNECT EXISTING 6" HDPE TO PROPOSED 6" HDPE PIPE. PROVIDE CLEANOUT PER DETAIL ON SHEET 2. @_ CONSTRUCT 24 "X24" CATCH BASIN PER DETAIL ON SHEET 2. EXTEND AC BERM AND APRON AROUND BASIN. 24 CONNECT STORM DRAIN WITH PCC LUG PER RSD RSD D -63. 25 CONSTRUCT TYPE 'F' CATCH BASIN PER RSD D -7. TOP OF BOX TO BE CONSTRUCTED FLUSH WITH PROPOSED SIDEWALK. CORNER ELEVATIONS SHOWN ON PROFILE. 26 REPLACE EXISTING DETECTOR LOOP AS REQUIRED. 27 INSTALL 4" WHITE EDGE STRIPE FOR TRAFFIC TRANSITION FROM PCR STA. 36 +83.89 TO STA. 39 +34 28 INSTALL LANDSCAPING PER SHEET 7 29 CONSTRUCT TYPE 'D' CURB RAMP PER SDRSD G -31. TRUNCATED DOME SHALL BE DARK GREY, SIZE: 3'X4'. 30 CONSTRUCT 18 "X18" CATCH BASIN PER DETAIL ON SHEET 2. IRON PARKWAY E 6" 6 "T_ CONCRETE BASE 560 -C -3250) (TYPICAL) 90' BEN 1/4" z 2„ 00 MODEL NUMBERS ARE AS MFD. BY US CONCRETE PRECAST GROUP. PIPE SIZE AND TYPE PER PLAN. INVERT ELEV. PER PLAN NON- TRAFFIC PARKWAY CATCH BASINS MODEL NUMBER* DESCRIPTIONS HEIGHT WEIGHT 1818V BASE NO FRAME 18" 415 LBS 1818GCIP CAST IRON PARKWAY GRATE N/A 61 LBS (US CONCRETE PRECAST OR APPROVED NO SCALE 16 EXIST GROUND PROP. PCC S/A MEANDERING R( SWALE AND LAI (SEE SHEET 7) VARIES 51' -40' 25.5' TC VARIES 18.1' -18.0' 5.0' 7.5' VARIES ** 4.5' -13.0' 1.5% LINED Z`J CAPING 4.75' PROP. CURB & GUTTER PER G -2 18" RCP STORM DRAIN PER PLANS 30' EXIST TC /TB /EP VARIES i J * - 1 -FT WIDE(MIN.) 1 -1/2 INCH A.C. OVERLAY, COLD PLANED AND FEATHERED TO MEET EXISTING PAVEMENT ** - EDGE OF SIDEWALK FINISH SURFACE ELEVATION = CENTERLINE ELEVATION - 0.10' TYPICAL STREET SECTION SANTA FE DRIVE LOOKING EAST STATION: 34 +50 TO 36 +83.89 NO SCALE / CONCRETE TOP OF PAVEMENTS I "CAST IRON TRAFFIC COVER 00 D ° STANDARD 1/8 STANDARD WYE BRANCH 1 -1/2" COLD PLANE 1 -1/2" A.C. OVERLAY INSTALL "PETROMAT" BEFORE OVERLAY (TYPE III C2 -PG 64 -10) OR APPROVED EQUAL TACK COAT EXISTING SURFACE BOTH SIDES TYPICAL BOTH SIDES MATCH EXIST. PAVEMENT TRENCH WIDTH MATCH EXIST. PAVEMENT SEE SPECS. 12" BOTH SIDES - 4" AC (TYPE III C2 -PG 64 -10) EXCEPT WHEN NEXT TO GUTTER, THEN TO 8" CLASS II AGGREGATE BASE LIP OF GUTTER MAGNETIC TAPE FOR NATIVE BACKFILL �� ' STORM DRAIN INSTALLATION N STORM DRAIN PER PLAN 8 " -12" (BOTH SIDES) Q�®FESS /oV STORM DRAIN N CLEANOUT DETAIL SCALE h�Q�O \p11I S yFy eA / a Z Na. 58007 'G) A a Exp. ! 3/4" MAX. CRUSHED BEDDING PER STD. ROCK SPEC. 306 -1.2.1 F (EXCEPTING COVER REQ.) NOTE: FOR DEPTHS UP TO 5' NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5' SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET, UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED, SHORING OR SOLID SHEATHING IS REQUIRED. TRENCH DETAIL - STORM DRAIN UNDER ASPHALT CONCRETE NO SCALE SCALE SPECIAL DISTRICT UtaMHtU KT UKMH MY (;HEMI;U eY APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMWED APPRO HORIZONTAL NONE DATE: BY: BY: VERTICAL NONE R.C.E. N0. 58007 LEROY BODAS, R.C.E. 22312 PETER COTA ROBLES, R.C.E. 521 - - -- � MARK L. H NNING EXP. 06/30/12 DATE' J�Z �� DATE: NATIVE BACKFILL STORM DRAIN PER PLAN 12" (BOTH SIDES) 3/4" MAX. CRUSHED BEDDING PER STD. ROCK 4" SPEC. 306 -1.2.1 (EXCEPTING COVER REQ.) NOTE: FOR DEPTHS UP TO 5' NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE, OR RUNNING IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5' SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET, UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED, SHORING OR SOLID SHEATHING IS REQUIRED. TRENCH DETAIL -STORM DRAIN OUTSIDE OF PAVED STREET Q O r` 0 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DETAIL SHEET FOR: o SANTA FE DRIVE STORM DRAIN 0047 -DI IMPROVEMENT PLANS z WORK PROJECT NO. CMD05E SHEET 2 OF 7 0 34 +00 7. 0 I I I I o n ln, I bvi! ELEV 1= E8-4.5;d i °INO I I I I I "F I JsF *< U� I I I I I I I I I I I I I '-13 I I I I �'fn I i 1 1 L-4 —1 1 1 1 1 1 1 1 1 1 1 1 1 ,1,.5. 1 1 1 1 1 1 1 1 1,.1.,1 1"4'1' 1`�1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1 1 1 11`154- 1 1 1 11 FINISH SURFACE ELEVATION FOR THE SOUTH EDGE OF THE PROPOSED SIDEWALK = EXISTING SURFACE ELEVATION AT MAPPED CENTERLINE - 0.10' PROFILE: SANTA FE DRIVE SCALE: 1" = 20' HORIZ. 1" = 4' VERT. 35 +00 36 +00 37 +00 20 0 20 40 60 SCALE 1" = 20' 7910 CONVOY COURT SAN DIEGO, CA 92111 REVISIONS AMNON UTILITY NOTE: THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY I♦ MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. (858) 715 -1420 (858) 715 -1424 FAX APPROVED I DATE I REFERENCES DATE I BENCHMARK BENCHMARK: STATION POINT "1035" ON ROS 18416 DESCRIPTION: STREET WELL MONUMENT CENTER OF CUL —DE —SAC AT THE EAST END OF ORANGE VIEW DRIVE NAVD 88 SCALE HORIZONTAL 1 " =20' VERTICAL 1 " =4' SPECIAL DISTRICT CENTERLINE DATA - A NUMBER CURB DATA - ❑ RADIUS BEAF44WDELTA L1 1990.52 - I S88'44'41.26 "E LW i /CURVE 0 LENaM BEAF&XWDELTA RADIU8 REMOVE DESCF47rM PCC CURB OUTLET a— CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -10 PMAC AC OVERLAY, c C1 15.74' 60'06'48" 15.00' 6" TYPE 'G' CURB & GTR C2 15.22' 27'15'33" 32.00' 6" TYPE 'G' CURB & GTR C3 23.59' 90'06'25" 15.00' 6" TYPE 'G' CURB & GTR Lt 37.79' N88'32'41 "W - 6" TYPE 'G' CURB & GTR L2 233.89' 588'44'41 "E - 6" TYPE 'G' CURB &GTR L3 2.33' S88'01'06 "E - 6" TYPE 'G' CURB & GTR HORIZONTAL 1 " =20' VERTICAL 1 " =4' SPECIAL DISTRICT CENTERLINE DATA - A NUMBER LB4GTH RADIUS BEAF44WDELTA L1 1990.52 - I S88'44'41.26 "E �oQR ES3f0yq �. IS yz No. 5=7 2 a ° Exp APPROVALS N.W. CURB RETURN SCALE: 1" = 20' HORIZ. 1" = 4' VERT. N.E. CURB RETURN SCALE: 1" = 20' HORIZ. 1" = 4' VERT. V I 8�— CONSTRUCTION NOTES EXISTING TRAFFIC SIGNAL BOX TO GRADE O— SAWCUT LINE SEE TYPICAL STREET SECTION 2�- SAWCUT AND REMOVE EXISTING AC PAVEMENT SECTION DOWN TO A DEPTH OF 4fW POLE AND /OR GUY WIRE TO BE PROTECTED IN PLACE 10 REMOVE /� PCC CURB OUTLET a— CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -10 PMAC AC OVERLAY, c o COLD PLANED AND FEATHERED TO MEET EXISTING PAVEMENT. APPLY SS -1F+ `• N TACK COAT PRIOR TO OVERLAY. II a— CONSTRUCT 6" CURB AND GUTTER WITH 4" CLASS II A.B. PER R.S.D. G -2 REMOVE EXISTING PCC CURB AND GUTTER AND RECONSTRUCT 10' TRANSITION FROM 10" TO 6" CURB AND GUTTER c0il (D—CONSTRUCT 4" PCC SIDEWALK PER R.S.D. G -7 -- ADJUST EXISTING WATER GATE VALVE TO GRADE PER W.A.S.C. STANDARDS V I 8�— ADJUST EXISTING TRAFFIC SIGNAL BOX TO GRADE EXISTING UTILITY POLE AND /OR GUY WIRE TO BE PROTECTED IN PLACE 10 REMOVE EXISTING PCC CURB OUTLET 11 EXISTING SIGNS) TO BE PROTECTED IN PLACE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROq DATE: A /`I /1 BY: �� BY: 12L R.C.E. N0. 58007 . LEROY SODAS .C.E. 2312 PETER COTA ROBLES, R.C.E. 52176 A MARK L. HENNING DATE: SL7 / DATE: EXP. 06/30/12 12 INSTALL REPLACEMENT SOD AND LANDSCAPING TO MATCH EXISTING LAWN AREA 13 EXISTING FIRE HYDRANT TO BE PROTECTED IN PLACE 14 REMOVE EXISTING AC BERM AND /OR MISCELLANEOUS AC PAVEMENT. ALL BOUNDARIES OF REMOVAL AREAS SHALL BE AT EXPANSION JOINTS OR SAWCUT. 15 REMOVE EXISTING PCC CURB, GUTTER AND SIDEWALK TO EXPANSION JOINT 16 EXTEND AC BERM AND APRON AROUND PROPOSED CATCH BASIN 17 RE -GRADE EXISTING ROCK LINED DITCH TO MATCH FLOWLINE OF PROPOSED TYPE 'F' CATCH BASIN. REPLACE ROCK LINING IN KIND. 18 INSTALL PEDESTRIAN RAILING ALONG THE BACK OF S/W PER SDM -115 (NO RETURNS). RAILING SHALL EXTEND 2' ON EITHER SIDE OF TYPE 'F' CATCH BASIN. 19 CONTRACTOR SHALL KEEP WORK AREA CLEAN AND HAZARD FEE FOR THE DURATION OF THE PROJECT 0— ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. 26 REPLACE EXISTING DETECTOR LOOP AS REQUIRED. 27 INSTALL 4" WHITE EDGE STRIPE FOR TRAFFIC TRANSITION FROM PCR STA. 36 +83.89 TO STA. 39 +34 @— INSTALL LANDSCAPING PER SHEET 7 29 CONSTRUCT TYPE 'D' CURB RAMP PER SDRSD G -31. TRUNCATED DOME SHALL BE DARK GREY, SIZE: 3'X4'. CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. IMPROVEMENT PLANS FOR: SANTA FE DRIVE STORM DRAIN 0047 -DI IMPROVEMENT PLANS WORK PROJECT N0. CMD05E SHEET 3 OF 7 t O N rl 0 M 0 O O z m O OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE �BENEFIT ^OF THE SCALE: 1" = 20' 20 0 20 40 60 CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY THE CONTRACTOR'°' BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO e 7910 CONVOY COURT (858) 715 -1420 TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND \f of ca��F° SCALE 1" = 20' SAN DIEGO, CA 92111 (858) 715 -1424 FAX OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. STORM DRAIN LINE A - 0 LKi /CURVE# U9aM RADIU6 8EAF*nlD8-TA DESOFNI N 10v WATER* ci f ° - � -- t -- 57'17'45" 18" RCP (D -2000) C2 70.85' 100.00' 1 © N L1 ! O N S88'44'41 "E r _ . d Lri LM# /CURNEf _ W - BEARNQ/DMTA D nON CN Lo 41.12' - N21'15'19 "E ° a0 o Q- LENQTH RADIUS ffiM )/DMTA DESORPTION L3 4.32' 1 Lj 'PROFILE: - --�- -- �- - a �. STORM DRAIN LINE DESCF&YrM 'B' 7 } - N21'15'19 "E SCALE: 1" = 20' HORIZ - - - 1" = 4' VERT. I 10 +00 10 +50 CONSTRUCTION NOTES 21 CONSTRUCT TYPE 'A' CLEANOUT PER RSD D -9. REMOVE PLUG AND TRIM EXISTING STORM DRAIN AS NECESSARY. 22 CONNECT EXISTING 6" HDPE TO PROPOSED 6" HDPE PIPE. PROVIDE CLEANOUT PER DETAIL ON SHEET 2. 23, CONSTRUCT 24 "X24" CATCH BASIN PER DETAIL ON SHEET 2. EXTEND AC BERM AND APRON AROUND BASIN. 24 CONNECT STORM DRAIN WITH PCC LUG PER RSD RSD D -63. 25 CONSTRUCT TYPE 'F' CATCH BASIN PER RSD D -7. TOP OF BOX TO BE CONSTRUCTED FLUSH WITH PROPOSED SIDEWALK. CORNER ELEVATIONS SHOWN ON PROFILE. 30 CONSTRUCT 18 "X18" CATCH BASIN PER DETAIL ON SHEET 2. STORM DRAIN LINE A - 0 LKi /CURVE# U9aM RADIU6 8EAF*nlD8-TA DESOFNI N Cl 48.87' 100.00' 57'17'45" 18" RCP (D -2000) C2 70.85' 100.00' 57'17'42" 18" RCP (D -2000) L1 208.83' - S88'44'41 "E 18" RCP (D -2000) STORM DRAIN LINE B - 0 LM# /CURNEf Ua4QTH RADIUS BEARNQ/DMTA D nON L2 41.12' - N21'15'19 "E F 12" HDPE STORM DRAIN LINE C - 0 UNB /CURVE} LENQTH RADIUS ffiM )/DMTA DESORPTION L3 4.32' — N68'44'41 "W 6" HDPE STORM DRAIN LINE D - 0 LrE# /CURVE♦ L9VC3TH RADIUS I BEAFRWDMTA DESCF&YrM L4 9.78' - N21'15'19 "E 8" HDPE 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY ° MH MH MH APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. It -p BENCHMARK: STATION POINT OVUM T ROS 18416 PLANS PREPARED UNDER SUPERVISION OF RECOM DED AP PR D STORM DRAIN PLANS FOR: M It cD 't •14.! DESCRIPTION: STREET WELL MONUMENT HORIZONTAL 1 " =20' DATE: $ /g /� /�._� LINE 'A' ° F BY: BY: OOT/ �D' LOCATION: CENTER OF CUL -DE -SAC AT THE EAST LEROY SODAS R.C.E 22312 PETER COTA ROBLE , R.C.E. 52176 O / STATION (10 +00 —13 +28.55) END OF ORANGE VIEW DRIVE VERTICAL 1 " =4' f � R.C.E. N0. 58007 Z M R L. HENNING EXP. 06/30/12 DATE' J�Z �� DATE: C.E. m ELEVATION: 243.238 FEET DATUM: NAVD 88 WORK PROJECT N0. CMD05E SHEET 4 OF 7 0 10 0 mu 7910 CONVOY COURT SAN DHGO, CA 92111 REVISIONS 290.00 _ R CL R/W CL R/W SCALE: 1 " =10' HORIZ. R R/W CL R/W 51.0' 51.0' 30.0' 1 30.0' 295.00 51.0' 30.0' 18.13' 18.00' 300.00 R CL R/W 300.00 5.50' 4.50'1 13.63' 51.0' 5.00' 7.50' ._ 30.0' 15.00' 7.50' 7.00' 5.95' 5.05' :5.00' 7.50'. 7.00' 1 15.76' .. 000 18.00' 0) F W Lo N (n O Z_ Lo o x w.. N _j N 5.00 7.50' 6.22' 5:00' 6.78' 5.00' 7.50' 285.00 CV 0 295.00 N tO - .._ -0o F-: Z z _ 00 oN �Z N M... ' 00 (V NUa NU O M (n O X J N P- (o 57< Lj r-� =1 U V) a 0) rl O W rl 04 00 o6 (V n 04 o6 . 00 W W 0 00 NU F " W ". 285.00 i N .N NUS NW 00 N N . OF WQ Q (n U) W U) �< 280.00 < 290.00 u- 4 5% INi -3 9 275.00 2' WIDE ROCK LINED SWALE _ _ 270_00.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 m DATE BENCHMARK SCALE Ayn BENCHMARK: STATION POINT "1035" ON ROS 18416 DESCRIPTION: STREET WELL MONUMENT HORIZONTAL 1 " =10' LOCATION: CENTER OF CUL -DE -SAC AT THE EAST VERTICAL END OF ORANGE VIEW DRIVE ELEVATION: 243.238 FEET DATUM: NAVD 88 STATION 34 +1221 CL R/W SCALE: 1 " =10' HORIZ. R R/W CL R/W 1 " =5' VERT. 51.0' 305.00 1 30.0' 295.00 51.0' 30.0' 30.0' 18.00' 300.00 R CL R/W 300.00 51.0' 5.00' 7.50' ._ 30.0' 15.00' 7.50' 7.00' 5.95' 5.05' :5.00' 7.50'. 7.00' 1 15.76' .. 000 18.00' 0) F W Lo N (n O Z_ Lo o x w.. N _j N 5.00 7.50' 6.22' 5:00' 6.78' 5.00' 7.50' 7.95' 5.00' 5.05' CV -. OV 295.00 N tO - .._ -0o M _ Lo N oN �Z N M... :N NUa NU N co ^ P- (o 57< Lj r-� =1 00 V) a IUi N 00 o6 (V o6 00 o6 . 00 W W 0 00 NU F 00 ". 285.00 i N .N NUS NW 00 N N . 2' WIDE ROCK LINED SWALE VARIES 20.00 280.00 U) �< u- < 290.00 u- 275.000.00 INi -3 9 -F _ - 2' WIDE ROCK LINED SWALE _ VARIES 285.000.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 -- SCALE: 1 " =10' HORIZ. SCALE: 1 " =10' HORIZ. 2' WIDE ROCK LINED VARIES SWALE I 295.00 310.00 290_000.00 i -30.00 -20.00 -10.00 280.00 2' WIDE ROCK LINED VARIES SWALE 285.00 2' WIDE ROCK LINED VARIES SWALE _ i 1 -50.00 -40.00 280_000.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 21 40.0' 30.0' STATION 35+50.00 SCALE: 1 " =10' HORIZ. oQ�pFESS,O,yq, isti�y e-A SCALE: 1 " =10' HORIZ. SCALE: 1 " =10' HORIZ. 1"=5' VERT. 1 " =5' VERT. i m DATE BENCHMARK SCALE Ayn BENCHMARK: STATION POINT "1035" ON ROS 18416 DESCRIPTION: STREET WELL MONUMENT HORIZONTAL 1 " =10' LOCATION: CENTER OF CUL -DE -SAC AT THE EAST VERTICAL END OF ORANGE VIEW DRIVE ELEVATION: 243.238 FEET DATUM: NAVD 88 305.00 R CL R/W 310.00 R R/W CL R/W CL 51.0' CL 1 30.0' 295.00 51.0' 30.0' 30.0' 18.00' 1$.00' 290.00 18.00' 300.00 _ 5.00' 7.50' ._ _ 7.45' 5.50' 1 5.05' 15.00' 7.50' 7.00' 5.95' 5.05' :5.00' 7.50'. 7.00' 1 15.76' .. 000 00 ao 0) F W Lo N (n O Z_ Lo o x w.. N _j N 5.00 7.50' 6.22' 5:00' 6.78' N O F L6 N ,N NX� 04 Co CV -. OV ri N W M X 0 N J M N O M O N N N :N NUa NU N 295.00 �XW ^-j N 00 . V) a IUi 1.59 4 0% (� N N N_ Q N 0N ". 285.00 V) v NW 00 N . 2' WIDE ROCK LINED SWALE VARIES 20.00 280.00 W F v Q u- 275.000.00 INi -3 9 (2.4% 2' WIDE ROCK LINED SWALE 290.00 VARIES 285.000.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 STATION 36 +00.00 SCALE: 1 " =10' HORIZ. SCALE: 1 " =10' HORIZ. 2' WIDE ROCK LINED VARIES SWALE 1 " =5' VERT. 295.00 310.00 290_000.00 -50.00 -40.00 -30.00 -20.00 -10.00 280.00 10.00 2C R 2' WIDE ROCK LINED VARIES SWALE _ 275_0600.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 40.0' 30.0' STATION 34 +50.00 SCALE: 1 " =10' HORIZ. oQ�pFESS,O,yq, isti�y e-A SCALE: 1 " =10' HORIZ. 1"=5' VERT. a i 1"=5' VERT. 305.00 310.00 R R/W CL R/W CL R/W CL R 295.00 51.0' 30.0' 30.0' 30:0' 1$.00' 18.00' 300.00 N 5.00' 7.50' ._ _ 7.45' 5.50' 1 5.05' 15.00' 7.50' 7.00' 5.95' 5.05' :5.00' 7.50'. 7.00' 1 15.76' .. 000 M' 0) F W Lo N (n O Z_ Lo o x w.. N _j N ooL F Loo Ljj O O N O F L6 N ,N NX� 04 Co CV -. OV N N W M X 0 N J M N O M O N N N :N NUa NU N 295.00 U' N N _ _L)_ -ate V) a _ 1.59 4 0% (� 285.00 -- --------------- N C� 2' WIDE ROCK LINED SWALE VARIES 20.00 280.00 300.00 - - -` .1.5% 275.000.00 - - - - -% -3 9 (2.4% 2' WIDE ROCK LINED SWALE 290.00 VARIES 285.000.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 STATION 36 +00.00 SCALE: 1 " =10' HORIZ. SCALE: 1 " =10' HORIZ. 2' WIDE ROCK LINED VARIES SWALE 1 " =5' VERT. 315.00 310.00 _ R/W CL R/W CL R 295.00 40.0' 30.0' 30:0' 18.00' 18.00' N 15.00' 7.50' 7.00' 5.95' 5.05' :5.00' 7.50'. 7.00' 1 15.76' 5.24' N F W Lo N (n O Z_ Lo o x w.. N _j N 305.00 O N O F L6 N ,N NX� 04 Co 00 Z O M O 0) 00 0 OA a0 00 57< La 01 W m 00 J._.. O U' N N N N * � NF N 1.59 4 0% (� 285.00 -- --------------- C� 2' WIDE ROCK LINED SWALE VARIES 20.00 280.00 300.00 - - -` .1.5% 275.000.00 - - - - -% -3 9 (2.4% -30.00 -20.00 -10.00 0.00 10.00 20.00 STATION 35+00.0 SCALE: 1 " =10' HORIZ. 2' WIDE ROCK LINED VARIES SWALE 295.00 310.00 290_000.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 2C R STATION 36 +83.89 R/W 40.0' 30.0' 305.00 SCALE: 1 " =10' HORIZ. oQ�pFESS,O,yq, isti�y e-A 1800, 1"=5' VERT. a i z 5.00' 7.50; 7.95' 5.00' 5.05' Exp. SPECIAL DISTRICT 300.00 R CL R 295.00 51.0' 30:0' 18.00' N 15.00' 7.50' 7.00' 5.95' 5.05' 290.00 _ 00 N N F W Lo N (n O Z_ Lo o x w.. N _j N " N O F L6 N ,N NX� 04 Co V)QU Li< N 1.59 4 0% (� 285.00 -- --------------- 2' WIDE ROCK LINED SWALE VARIES 20.00 280.00 _ 275.000.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 STATION 35+00.0 SCALE: 1 " =10' HORIZ. 1 " =5' VERT. 310.00 R CL R/W 40.0' 30.0' 305.00 1800, 5.00' 7.50; 7.95' 5.00' 5.05' r ^ N M �V) M Z 00 N (6 (6 (6 W 0 (Ll 0 300.00 0__ N N N N a _ V V) ..0 N N N - -' 1.5% �0% (2.4 %) ______ 295.00 - 2' WIDE ROCK LINED SWALE VARIES 20.00 290'60.00. -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 STATION 36 +50.00 SCALE: 1 " =10' HORIZ. 1"=5' VERT. r � i gworz roi.w lv Ay ' 4 A~4AP i� f eor " d pw*noow " ./ W4/0 ,l� &y a,v,g m F?LTE� Iw- 4w Q Q 0 MH ° MH `MH° APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. M PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR STREET SECTION PLANS FOR: o _ DATE: s /9 �� BY: `%� ---_ BY: SANTA FE DRIVE STORM DRAIN 0047 -DI �� - R.C.E. N0. 58007 LEROY BODAS, C.E. 2312 PETER COTA ROBLES• R.C.E. 52176 IMPROVEMENT PLANS Z MARK L. ENNING EXP. 06/30/12 DATE: �Z // DATE: 0 SHEET 5 OF 7 0 WORK PROJECT NO. CMD05E 20 0 20 40 SCALE 1" = 20' 4< z E-- w. I > � Zt i !I LEGEND GRAVEL BAGS FIBER ROLL PLAN: SANTA FE DRIVE SCALE: 1" = 20' CONSTRUCTION NOTES INSTALL STORM DRAIN INLET PROTECT PER DETAIL THIS SHEET. INSTALL A GRAVEL BAG CHECK DAM FOR EVERY VERTICAL FOOT (APPROX. 27 —FEET SPACING) PER DETAIL THIS SHEET (TYPICAL). INSTALL FIBER ROLLS PER DETAIL THIS SHEET. r 0 N II w J Q U N HI N GRAVEL — BAGS FILLED WITH GRAVEL MIN. WEIGHT 40 LBS V STORM DRAIN INLET PROTECTION pU16 //�. Fyn' kL v s No. sgog7 m NO SCALE AX EtP * 9TF OF' C4�\P 7910 CONVOY COURT (858) 715 -1420 SAN DIEGO, CA 92111 (858) 715 -1424 FAX REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY MH I MH MH APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. •I BENCHMARK: STATION POINT "1035" ON ROS 18416 PLANS PREPARED UNDER SUPERVISION OF RECOMM NDED APPRO EROSION CONTROL PLANS FOR: DESCRIPTION: STREET WELL MONUMENT HORIZONTAL 1 " =20' DATE: s /�I /u BY: BY: SANTA FE DRIVE STORM [MAIN 0047 -DI LOCATION: CENTER OF CUL- DE-SAC AT THE EAST - 58007 LEROY BODAS, .C.E. 2312 PETER COTA RO END OF ORANGE LES, R.C.E. 52176 IMPROVEMENT PLANS VIEW DRIVE VERTICAL R.C.E. N0. - _._ MARK L. HENNING EXP. 06/30/12 DATE: S / DATE:. ELEVATION: 243.238 FEET DATUM: NAM) 88 WORK PROJECT NO. CMD05E SHEET 6 OF 7 Q 0 N n 0 M 0 0 0 O Z m 0 EROSION CONTROL NOTES N ? ill P 1. THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING ITEMS AS WELL AS ANY AND ALL 2" x 2" WOOD STAKES NOTES SHOWN UNDER THE 'WORK TO BE DONE' SECTION WITHIN THIS PLAN SET. MAX. 4.0' O.C. 2. THE CONTRACTOR SHALL CHECK AND MAINTAIN LINED AND UNLINED DITCHES AFTER EACH RAINFALL. FIBER ROLL DETAIL 3. THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL, OR WHEN SILT REACHES AN ELEVATION OF 0.5' BELOW WEIR OPENING FOR SANDBAG NO SCALE BASINS. 24" x 18" WOVEN FABRIC BAGS 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT FILLED WITH GRAVEL MIN. WEIGHT 40 LEIS ALL ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCK — ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 1.0, TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1.0' 5. DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT APPROVAL. 6. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN —OFF Gt1TPER D PRODUCING RAINFALL. CURB 7. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY i GRAVELBAG CHECK DAM DETAIL BE REQUIRED. NO SCALE 8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF i EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. GRAVEL — BAGS FILLED WITH GRAVEL MIN. WEIGHT 40 LBS V STORM DRAIN INLET PROTECTION pU16 //�. Fyn' kL v s No. sgog7 m NO SCALE AX EtP * 9TF OF' C4�\P 7910 CONVOY COURT (858) 715 -1420 SAN DIEGO, CA 92111 (858) 715 -1424 FAX REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY MH I MH MH APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. •I BENCHMARK: STATION POINT "1035" ON ROS 18416 PLANS PREPARED UNDER SUPERVISION OF RECOMM NDED APPRO EROSION CONTROL PLANS FOR: DESCRIPTION: STREET WELL MONUMENT HORIZONTAL 1 " =20' DATE: s /�I /u BY: BY: SANTA FE DRIVE STORM [MAIN 0047 -DI LOCATION: CENTER OF CUL- DE-SAC AT THE EAST - 58007 LEROY BODAS, .C.E. 2312 PETER COTA RO END OF ORANGE LES, R.C.E. 52176 IMPROVEMENT PLANS VIEW DRIVE VERTICAL R.C.E. N0. - _._ MARK L. HENNING EXP. 06/30/12 DATE: S / DATE:. ELEVATION: 243.238 FEET DATUM: NAM) 88 WORK PROJECT NO. CMD05E SHEET 6 OF 7 Q 0 N n 0 M 0 0 0 O Z m 0 L II 35150 PLAN: SANTA FE DRIVE SCALE: 1" = 20' 36t50 PLANT MATERIAL LEGEND GRAPHIC SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SIZE MINIMUM HEIGHT AND SPREAD REMARKS DETAIL SHEET SHRUBS O ALO GRE ALOE GRENADENSIS POPCORN ALOE 5 GAL 18" X 18" FULL FORM AND COLOR, VIGOROUS A 7 O BUL FRU BULBINE FRUTESCENS YELLOW BULBINE 1 GAL 10" X 8" FULL FORM, GOOD COLOR, VIGOUROUS A 7 ® SEN MAN SENICIO MANDRALISCAE BLUE CHALKSTICKS 1 GAL 4 "x6" WELL ROOTED, VIGOROUS, GOOD COLOR A 7 TOP OF CURB, — RAISED PLANTER, OR PAVING 20 0 20 40 60 SCALE 1" = 20' FINISH GRADE AT EXISTING SLOPE (WHERE APPLICABLE) J J Q ~ ROOTBALL F_ o0 2 X ROOTBALL I FINISH GRADE AT SLOPE AREA (WHERE APPLICABLE) WATERING BASIN (SEE SPECIFICATIONS) FINISH GRADE PLANTING TABLETS: SET 3" BELOW FINISH GRADE PLANTING BACKFILL (NATIVE OR NON- NATIVE; SEE PLANTING NOTES) 37 +nn SIDEWALK 75% - 1" MOJAVE GOLD BY KRC ROCK 25% - 5/8" MOJAVE GOLD (800.KRC.ROCK) SLOPE 2% MIN TO CURB (TYP) ROCK MULCH AT CONCRETE IMPROVEMENT SECTION I�! I • f- 0 N II w J Q U In PLANTING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. 2. THE LANDSCAPE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES. LANDSCAPE AREAS SHALL BE FINISH GRADED AT A MINIMUM OF 2 %. 3. LANDSCAPE AREAS SHALL BE FINISH GRADED TO REMOVE ROCKS ONE INCH AND LARGER AND EXCESS SOIL. CONTRACTOR SHALL STOCKPILE EXCESS SOIL AND HAUL AWAY AT END OF PROJECT. 4. FINISH SOIL SHALL BE 2 INCHES BELOW TOP OF PAVING IN SHRUB AND GROUNDCOVER AREAS. 5. THE RECOMMENDATIONS OF THE SOILS REPORT FOR AMENDING SOIL SHALL SUPERSEDE THE RECOMMENDATIONS LISTED IN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT AN AGRICULTURAL SUITABILITY AND FERTILITY ANALYSIS OF REPRESENTATIVE SOIL SAMPLES TO THE CITY ENGINEER PRIOR TO ANY PLANTING WORK. 6. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PLANTING. ALL PLANT MATERIAL NOT APPROVED SHALL BE REMOVED FROM THE SITE. 7. PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO EXCAVATION FOR HOLES. 8. PLACE A 3 INCH LAYER OF DECOMPOSED GRANITE IN ALL SHRUB AND GROUNDCOVER AREAS. DO NOT PLACE DECOMPOSED GRANITE ON SLOPES GREATER THAN THREE TO ONE (3:1). 9. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE CITY ENGINEER. 10. QUANTITIES SHOWN ON PLANTING PLAN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. PLANT SYMBOLS INDICATED SUPERSEDE QUANTITIES SHOWN. EXISTING PLANT MATERIAL 1. ALL EXISTING PLANT MATERIAL INSIDE LIMIT OF WORK LINE SHALL BE REMOVED. ,# y za � sa. �QgOF SlOyq� A SHRUB PLANTING DETAIL �� eeoo��y� B ROCK MULCH DETAIL NO SCALE NO SCALE ExP. 7- o 7910 CONVOY COURT (858) 715 -1420 SAN DIEGO, CA 92111 (858) 715 -1424 FAX \ REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY ° MH MH MH APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. / •1 •/3 BENCHMARK: STATION POINT "1035" ON ROS 18416 PLANS PREPARED UNDER SUPERVISION OF RECOMM N ED APPR LANDSCAPING PLAN FOR: DESCRIPTION: STREET WELL MONUMENT HORIZONTAL 1 " =20' DATE: &/22 !l BY: BY: SANTA FE DRIVE STORM DRAIN 0047 -DI ° LOCATION: CENTER OF CUL -DE -SAC AT THE EAST - C5 LEROY BODAS R.C.E 22312 PETER COTA ROBLES, R.C.E. 52176 END OF ORANGE VIEW DRIVE VERTICAL - R.C.E. N0. 58007 MARK L. HENNING EXP. 06/30/12 DATE' SZ �� DATE: � /IMPROVEMENT PLANS z I � IELEVATION: 243.238 FEET DATUM: NAVD 88 WORK PROJECT NO. CMD05E SHEET 7 OF 7 o