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HomeMy WebLinkAbout1.7-6419 Ph 2 Record DrawingRECORD DRAWING TRACT NO. 6419 PHASE . 2 M4, 7 FINL W Ik AW ALLf Y14 MP A m 41k• i I� PLACED IN THIN UNIFORM LIFTS NOT EXCEEDING 1 € 90%.,: , . , <,. The GRADING PLAN as shown o fl�Is d I Is sr,.°� )y .gin �, st et a any indicated carrecti -, W &00ns. A ri � P ca5 lig1 i fl`�?ilcR L d tti�Val only ,rks oepartment and Build s ci ';. be and Grdirr nres. Engineer for t subdivider davf . _.' odes 1 � iSp�G`�f Lj >I alai I i l"aICtC . is s a c riff d ° r �� � after p d r omdw, APPPOV� Y rpt DO l W� ; I it D r y p L are MUM OF SITE AND ON HAUL ROUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES AND HAUL ROADS AT LEAST THREE TIMES DAILY OR WHENEVER VISIBLE DUST IS CAPABLE OF DRIFTING FROM THE SITE OR APPROACHES 20 PERCENT CAPACITY, TO MITIGATE THE IMPACT OF DUST AND EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON WEATHER CONDITIONS. 31. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE HOUR PERIOD. THIS GRADING PLAN IS INTENDED FOR ROUGH SUBDIVISION LOT GRADING ONLY. THE GRADING � INFORMATION AND DETAILS SHOWN UPON THESE PLANS ARE NOT INTENDED TO BE ADEQUATE TO PROVIDE FOR A COMPLETED FUNCTIONING DRAINAGE SYSTEM ON INDIVIDUAL LOTS, NOR IS IT POSSIBLE TO DO SO WITHOUT ADDITIONAL ENGINEERING DESIGN RELATED TO THE SPECIFIC PLAN OF IMPROVEMENTS PROPOSED FOR EACH LOT. BUILDING CONSTRUCTION UPON THESE LOTS MAY REQUIRE ADDITIONAL FILL MATERIAL, ADDITIONAL GRADING, THE CONSTRUCTION OF DRAINAGE PIPES, CURBS, GUTTERS, PAVING, OR OTHER WORK AND ADDDITIONAL DESIGN AND SURVEYING SERVICES CONNECTED WITH SUCH PURPOSED IMPROVEMENTS INORDER TO ENSURE THAT AN ADEQUATE COMPLETE DRAINAGE SYSTEM WILL BE PROVIDED FOR EACH LOT. FAILURE TO PROVIDE SUCH ADDITIONAL MEASURES MAY RESULT IN ADVERSE SITE-SPECIFIC PHYSICAL CONDITIONS INCLUDING EXCESSIVE MOISTURE, AND POTENTIAL HEALTH HAZARDS INCLUDING THE PRESENCE OF POTENTIALLY TOXIC MOLD, AND/OR OTHER PROBLEMS THAT CAN NOT BE ANTICIPATED. THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF INC. WILL NOT ASSUME ANY RESPONSIBILTY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF INC. HAD PERFORMED THE STAKING WORK. 32. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE OR SURROUNDING AREA DUE TO DUST OR EROSION, RESULTING FROM WORK DONE BY THE CONTRACTOR. 33. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABILIZED TO PREVENT DUST EMISSIONS USING WATER, CHEMICAL STABLIZER/SUPRESSANT, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. 34. CONSTRUCTION SPEED LIMITS WILL BE POSTED AS 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. 35. PREMATURE REMOVAL OF GROUND COVER IN ADVANCE OF DEVELOPMENT SHALL BE PROHIBITED. EXISTING VEGETATION SHALL NOT BE CLEARED UNTIL REQUIRED BY CONSTRUCTION. MEASURES TO PREVENT EROSION DURING AND IMMEDIATELY AFTER CONSTRUCTION SHALL BE ESTABLISHED PRIOR TO THE START OF CLEARING. 36. IF DURING THE CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED OF THE ARCHEOLOGIST. 37. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SURETY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORKED PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 38. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY OF JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 39, EXCAVATION SHALL"RBE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING OR SHEETING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HE SHALL EFFECT NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, STRUCTURE AND/OR BORING OR JACKING PIT IS REQUIRED, THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS. 40. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDER. 41. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF SAID GRADING QUANTITIES PRIOR TO THE START OF THE GRADING OPERATION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLY MATERIAL FOR DEFICIENCIES TO BRING PAVEMENT OR LOTS TO REQUIRED GRADE. CLARIFICATION OF GRADING SHALL BE DONE BY THE ENGINEER, AND THE CITY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED. 43, THE CONTRACTOR SHALL CONFIRM THE GROUND ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. IN WRITING IMMEDIATELY OF ANY DIFFERENCES IN TOPOGRAPHY FROM THAT SHOWN ON THE PLANS WHICH MAY REQUIRE CHANGES IN DESIGN. THE CITY DEPARTMENT OF PUBLIC WORKS WILL ALSO NEED TO BE NOTIFIED. 44. THE CONTRACTOR SHALL UNDERCUT THE STREET SUBGRADE DURING ROUGH GRADING IN ORDER THAT THE TRENCH SPOILS MAY BE LEFT IN THE STREET AREA AND COMPACTED DURING FINAL SUBGRADE COMPACTION PRIOR TO PLACEMENT OF BASE ROCK. (THE UNDERCUT SHALL BE ADEQUATE TO ACCEPT ALL TRENCH SPOILS, INCLUDING JOINT TRENCH SPOILS.)ILS. ) 45. ROUGH GRADING AND DIRT BALANCE TO BE COMPLETED PRIOR TO PAD FINISHING SO THAT PADS MAY BE ADJUSTED TO FINAL BALANCE. THE CITY DEPARTMENT OF PUBLIC WORKS IS TO BE NOTIFIED FOR ANY PAD ADJUSTMENTS. 46. UPON COMPLETION OF PAD GRADING, THE CONTRACTOR SHALL REQUEST THE ENGINEER TO CHECK THE GRADES. ANY PADS THAT DO NOT MEET THE SPECIFICATION SHALL BE REGRADED. ANY REQUIRED RECHECK WILL BE CHARGED TO THE CONTRACTOR BY THE OWNER. 47. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY FASHION. FOLLOWING CESSATION OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE. 48. THE CONTRACTOR SHALL NOTIFY THE CITY DEPARTMENT OF PUBLIC WORKS WHERE IT IS REASONABLY LIKELY THAT CORRECTIVE GRADING/SLIDE REPAIR WORK WILL EXTEND BEYOND THE LIMITS OF GRADING DELINEATED ON'THESE PLANS. LEGAL DESCRIPTION ALL OF LOTS 21, 22, 23," AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PROJECT ACREAGE PHASE 2 - 20.83 ACRES TOTAL NUMBER OF LOTS 219 - SINGLE FAMILY RESIDENTIAL LOTS 6 - LETTERED LANDSCAPE LOTS 1 •- LETTERED LOT FOR RETENTION BASIN TOTAL = 226 LOTS BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 1%4 CORNER OF SECTION 8, 29/27 ELEVATION = 401.06 ADD 0.09' TO OBTAIN KCS DATUM PER KCS FB. 1152, PG 22 WM SHEETINDEX 1. COVER SHEET 6. GENERAL GRADING PLAN 2. SHEET INDEX 7. GENERAL GRADING PLAN 49, CONTRACTOR TO COMPLY WITH SJVAPCD AS WELL THE FOLLOWING ADDITIONAL AIR QUALITY MITIGATION MEASURES: INSTALL AND MAINTAIN A TRACTOUT CONTROL DEVICE THAT MEETS THE SPECIFICATION OF SJVAPCD RULE 8041 IF THE SITE EXCEEDS 150 VEHICLE TRIPS PER DAY OR MORE THAN 20 VEHICLE TRIPS PER DAY BY VEHICLE WITH THREE OR MORE AXLES. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LEVELING, GRADING OR CUT AND FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. WHEN TRANSPORTING MATERIALS OFF SITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST 12 INCHES AND COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN. REMOVE TRACKOUT FROM THE SITE AT THE END OF EACH WORKDAY. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. GRADING SHOULD BE CONDUCTED IN PHASES. THE PROJECT DEVELOPER SHALL REVEGETATE GRADED AREAS AS SOON AS IT IS FEASIBLE AFTER CONSTRUCTION IS COMPLETED. 50. MITIGATION MEASURES TO REDUCE CONSTRUCTION EQUIPMENT EXHAUST: MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. CONSTRUCTION EQUIPMENT SHALL OPERATE FOR NO LONGER THAN EIGHT (8) CUMULATIVE HOURS PER DAY. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. CURTAIL USE OF' HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE--THE-AIR" DAYS AS DECLARED BY THE SJVAPCD. ALL CONSTRUCTION VEHICLES ARE TO BE EQUIPPED WITH PROPER EMISSION CONTROL EQUIPMENT AND KEPT IN GOOD AND PROPER RUNNING ORDER TO SUBSTANTIALLY REDUCE NOX EMISSIONS. USE OF CATERPILLAR PRE -CHAMBER DIESEL ENGINES OR EQUIVALENT SHALL BE UTILIZED IF ECONOMIC AND AVAILABLE TO REDUCE NOX EMISSIONS. ALL CONSTRUCTION WORKERS SHALL BE ENCOURAGED TO SHUTTLE (CARPOOL) TO RETAIL ESTABLISHMENT OR TO REMAIN ON-SITE DURING LUNCH BREAKS. ALL CONSTRUCTION AND GRADING ACTIVITIES BE DISCONTINUED DURING THE FIRST STAGE SMOG ALERTS, CONSTRUCTION AND GRADING ACTIVITIES SHALL NOT BE ALLOWED DURING FIRST STAGE OZONE ALERTS. OZONE ALERTS ARE DECLARED WHEN THE OZONE LEVEL EXCEEDS 0.20 PPM (1 -HOUR AVERAGE). 51. ALL CONSTRUCTION PERSONNEL" SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING EARTH DISTURBANCE PHASES OF CONSTRUCTION. ANY EVIDENCE OF SUCH DENS SHOULD BE AVOIDED AND REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 52. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING HIGH PRESSURE GAS PIPELINE AND SHALL PROTECT LINE IN PLACE. 53. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (ORDER NO. 2009-009-DWQ, AND AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. THE WDID NUMBER FOR THIS PROJECT IS: 5F15C369766. 54. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED OF THE SYMPTOMS OF VALLEY FEVER, 55. GRADING ACTIVITIES WILL OCCUR ONLY IN AREAS SHOWN ON THE MAP (PHASE 2 OF TRACT 6419). IF ADDITIONAL AREA IS NEEDED THE CONTRACTOR WILL CONTACT THE CITY OF BAKERSFIELD FOR APPROVAL. VICINTY MAP NTS ESTIMATED QUANTITIES CUT: 24,743 CY PILL: 7,316 CY NET: 17,427 CY - CUT THESE QUANTITIES DO NOT INCLUDE ANY SHRINKAGE, SUBSIDENCE, OVER -EXCAVATION, OR ANY SPECIAL CONDITIONS OR REQUIREMENTS THAT MAY BE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT. THESE QUANTITIES IN THE AREA FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. IT IS APPROXIMATED THAT, USING A 20% SHRINKAGE FACTOR, THERE WILL BE APPROXIMATELY 5,000 CUBIC YARDS OF EXCESS THAT IS TO BE USED IN THE LANDSCAPING AREAS AND THE PAD AREAS. NO OFFSITE DISPOSAL SHOULD BE REQUIRED. GENERAL NOTES Z 1, SUBGRADE TO BE DETERMINED BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR 24. SITE PREPARATION PROVIDING PROPER SUBGRADE. Jr STRIPPING AND GRUBBING: cr U� PRIOR TO GENERAL SITE GRADING, EXISTING VEGETATION, SURFACE OBSTRUCTIONS AND ANY 2. CONSTRUCTION SURVEYS REQUIRED TO PERFORM THE SPECIFIED EARTHWORK WILL BE PROVIDED acoa DEBRIS SHOULD BE STRIPPED AND DISPOSED OF OUTSIDE THE CONSTRUCTION LIMITS. WE Q W ONCE BY THE CIVIL ENGINEER. THE COST FOR RESTAKING SHALL BE BORNE BY THE ez- ESTIMATE THE DEPTH OF STRIPPING TO BE APPROXIMATELY 1 TO 3 INCHES. STRIPPED TOPSOIL, �z CONTRACTOR. z LESS ANY DEBRIS, MAY BE STOCKPILED AND REUSED FOR LANDSCAPE PURPOSES; HOWEVER, THIS m C4 W a Q MATERIAL SHOULD NOT BE INCORPORATED INTO ENGINEERED FILL, UNLESS IT IS POSSIBLE TO 3. THE CONTRACTOR SHALL FURNISH ALL WATER REQUIRED FOR CONSTRUCTION AND DUST SUFFICIENTLY MIX MATERIAL TO PRODUCE AN ORGANIC CONTENT LESS 0.1 PERCENT BY WEIGHT. a CONTROL.. mooM r1 Z CC Z EXISTING UTILITIES, WELLS, AND SUBSURFACE OBSTRUCTIONS: 4. REVISIONS TO GRADING DESIGN WILL BE MADE ONLY AT THE REQUEST OF THE DEVELOPER AND m DURING SITE DEMOLITION AND PRIOR TO ACTUAL SITE GRADING, A REASONABLE SEARCH SHOULD r WILL BE CHARGED AS EXTRAS. BE CONDUCTED TO LOCATE ANY ABANDONED UNDERGROUND STRUCTURES (E.G., IRRIGATION CL LINES), OR EXISTING UTILITIES WHICH MAY BE PRESENT WITHIN THE AREA OF CONSTRUCTION. 5. ALL GRADING AND EARTHWORK SHALL CONFORM WITH APPENDIX J OF THE 2013 CALIFORNIA BUILDING THESE OBSTRUCTIONS SHOULD BE PROPERLY ABANDONED ACCORDING TO REGULATORY CODE AND THE SOIL INVEETIGATION FOR TRACT 6419, PHASE 3 & 4 DATED MAY 16, 2014 BY REQUIREMENT AND/OR REMOVED FROM THE PROJECT AREA, IF ANY AREAS OR POCKETS OF SOFT CTL -SEES, INC. OR SATURATED SOILS, VOID SPACES MADE BY BURROWING ANIMALS OR SOIL DISTURBED BY AGRICULTURAL ACTIVITIES ARE ENCOUNTERED, THEY SHOULD BE OVER -EXCAVATED TO FIRM 6. ALL EXISTING ELEVATIONS SHOWN ARE AS MEASURED IN THE FIELD, UNLESS OTHERWISE NOTED. APPROVED NATIVE MATERIAL AND REPLACED AS ENGINEERED FILL EXCAVATIONS FOR REMOVAL OF 7. ALL GRADES SHOWN ARE FINISH GRADES, UNLESS OTHERWISE NOTED THE ABOVE ITEMS SHOULD BE DISH -SHAPED (WITH SIDES SLOPED 1:3, VERTICAL TO HORIZONTAL OR FLATTER) AND BACKFILLED WITH ENGINEERED FILL, EXISTING WELLS WHICH MIGHT BE 8. ALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. ASSOCIATED WITH PREVIOUS AGRICULTURAL USAGE OR DEVELOPMENT SHOULD BE PROPERLY ABANDONED IN ACCORDANCE WITH THE REQUIREMENTS OF THE KERN COUNTY ENVIRONMENTAL 9. ALL MANUFACTURED SLOPE EDGES SHALL BE ROUNDED TO MEET EXISTING GRADES AND BLEND HEALTH DEPARTMENT, WITH SURROUNDING TOPOGRAPHY. ALL SLOPES OVER 3 FEEL' SHALL BE PLANTED WITH SUITABLE GROUND COVER IN ACCORDANCE WITH THE EROSION CONTROL PIAN, OVEREXCAVATION AND COMPACTION: NATIVE SOIL SHOULD BE CUT TO A MINIMUM OF 18 -INCHES BELOW ORIGINAL GRADE PER THE SOIL 10. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE FEET HORIZONTAL OF THE TOP OF EXISTING INVESTIGATION. FILL NECESSARY TO BRING THE SITE TO GRADE SHOULD BE PLACED IN THIN UNIFORM AND/OR PLANNED SLOPES. LIFTS AT OR NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557. IN AREAS WHERE CUTS EXCEED 2 FEET BELOW EXISTING GROUND, COMPACTION OF NEAR SURFACE SOILS SHALL CONSIST OF THE TOP 1 FOOT 11. FILL AREAS SLOPING STEEPER THAN 6:1 HORIZONTAL TO VERTICAL SHALL BE KEYED AND ( ) OF EXPOSED SOIL. BENCHED TO SUPPORT FILL. CUT LOTS ARE SUBJECT TO REVIEW. BASED ON THE FINDINGS OF THE SOILS ENGINEER, 12. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A OVEREXCAVATION AND RECOMPACTION OF CUT LOTS TO PRODUCE A UNIFORM BUILDING PAD MAY STRUCTURAL FILL AND THE AREAS SCARIFIED TO A DEPTH OF 6 INCHES. BE REQUIRED. WITHIN PAVEMENT AREAS THE SUBGRADE SHALL BE COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION TO A DEPTH OF 12 INCHES, OR AS REQUIRED BY THE CITY OF 13. FILL MATERIALS SHALL BE PLACED IN LAYERS NOT EXCEEDING 6 INCHES IN COMPACTED BAKERSFIELD. THIS SUBGRADE COMPACTION SHOULD BE PERFORMED AFTER UTILITY INSTALLATION THICKNESS AND COMPACTED AT OR NEAR OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. AND JUST PRIOR TO PLACING THE PAVEMENT SECTIONS. COMPACTION TEST SHALL CONFORM TO ASTM TEST METHOD D1557, METHOD A . 14. ALL FILL TO BE COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J SECTION J107.5 OF THE 2013 CALIFORNIA BUILDING CODE AND 25. OBSTRUCTIONS INDICATED ARE FOR INFORMATION ONLY, IT IS THE CONTRACTOR'S RESPONSIBILITY CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. TO VERIFY THE LOCATION AND DEPTH WITH THE APPROPRIATE AGENCIES. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT FOR THE UTILITY LOCATIONS PRIOR TO ANY 15. ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING OF CONTSTRUCTION. NEITHER THE OWNER OR THE ENGINEER ASSUMES RESPONSIBILITY THAT THE ANY FILL MATERIAL. OBSTRUCTIONS INDICATED WILL BE THE OBSTRUCTIONS ENCOUNTERED. 16, PAVED BROW DITCHES ARE TO BE CONSTRUCTED AT THE TOP OF ALL SLOPES TO DIVERT 26. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER AND THE CITY WATER AWAY FROM THE SLOPES TO A COLLECTION SYSTEM. SLOPE BENCHES SHALL ALSO INSPECTOR OF ANY DIFFERENCES IN THE LOCATIONS OF EXISTING UTILITIES SHOWN, OR ANY HAVE A SIMILAR COLLECTION SYSTEM. CONFLICTS WITH THE DESIGN, BEFORE CONTINUING WITH WORK IN THAT AREA. 17. SURFACE DRAINAGE TO BE PER THE 2013 CALIFORNIA BUILDING CODE. 27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS. 18. GRADING MAY REQUIRE THE BURIAL OF NATURAL DRAINAGE COURSES. WHEN THIS OCCURS, SUBDRAINS SHALL BE INSTALLED. THE SUBDRAINS SHALL CONSIST OF 1 -INCH DRAIN -ROCK 28. ENGINEERED FILL MATERIALS: WRAPPED IN GEOTEXTILE FABRIC SUPAC 4N OR EQUAL. THE SUBDRAINS SHOULD HAVE A CROSS ALL ENGINEERED FILL SOILS SHALL COMPLY WITH THE SOIL INVESTIGATION AND BE NEARLY FREE OF SECTION EQUAL TO 9 SQUARE FEET. ORGANIC OR OTHER DELETERIOUS DEBRIS, ESSENTIALLY LOW -PLASTICITY, AND LESS THAN 6 INCHES IN MAXIMUM DIMENSION. GENERAL, WELL -GRADED MIXTURES OF GRAVEL, SAND, NON -PLASTIC SILT, AND 19. GRADIN WILL SUPERVISED G WORK O K LL BE SU ER IS£D AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF SMALL QUANTITIES OF CLAY ARE ACCEPTABLE FOR USE AS ENGINEERED FILL. THE EARTH MATERIALS THE 2013 CBC. OBTAINED ON SITE AND CLASSIFIED SM, SP, SW, SC AND CL WITH EXPANSION INDICATED LESS THAN 20, EXCLUSIVE OF ANY DEBRIS ARE CONSIDERED SUITABLE FOR USE AS ENGINEERED FILL, WHEN 20. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING CONDITIONED TO THE PROPER MOISTURE RANGE AND CONTAINING LESS THAN 0.1 PERCENT ORGANICS BY AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE WEIGHT. WITHIN HIS PURVIEW. COMPACTION CRITERIA: 21, ALL FILL MATERIAL SHALL NOT CONTAIN DETRIMENTAL AMOUNTS OF ORGANIC MATTER. SOILS USED FOR ENGINEERED FILL SHOULD BE UNIFORMLY MOISTURE -CONDITIONED TO NEAR THE NATIVE SOILS MAY CONTAIN COBBLES. COBBLES SHOULD BE DISPERSED EVENLY THROUGHOUT OPTIMUM MOISTURE CONTENT, PLACED IN HORIZONTAL LIFTS LESS THAN 8 INCHES IN LOOSE THEFILL WHEN ENCOUNTERED AND SHOULD NOT BE PLACED IN CONCENTRATED PILES. HIGHLY THICKNESS, AND COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION. DISKING AND/OR EXPANSIVE SOILS SHOULD BE INTEGRATED WITH NON -EXPANSIVE SOILS TO REDUCE NECESSARYA RE TO UNIFORMLY MOISTURE -CONDITION SOILS USED FOR ENGINEERED BLENDING MAY BE REQUIRED D POST GRADE ACTIONS. WHEN POSSIBLE, SOILS CONTAINING COBBLES OR SOILS WITH A HIGH FILL. EXPANSION POTENTIAL SHOULD BE PLACED A MINIMUM OF 3 FEET BELOW FINISH GRADE. - _ -29.- -SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT 22. EROSION AND SEDIMENTATION WILL BE CONTROLLED BY BERMS, PLANTING, RIPRAP OR OTHER SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT QUAD MATERIALS. KNOPF INC. AT (661) 861-0997. ANY REVISIONS REQUIRE CITY DEPARTMENT OF PUBLIC WORKS APPROVAL BEFORE PROCEEDING WITH REVISED PLANS. 23. TRENCHES ARE TO BE BACKFILLED WITH NATIVE SOIL PROVIDED THE BACKFILL MATERIAL DOES NOT CONTAIN ROCKS LARGER THAN 2 INCHES IN MAXIMUM DIMENSION. THE SOIL SHALL BE 30 DURING GRADING OPERATIONS THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES ON PLACED IN THIN UNIFORM LIFTS NOT EXCEEDING 1 € 90%.,: , . , <,. The GRADING PLAN as shown o fl�Is d I Is sr,.°� )y .gin �, st et a any indicated carrecti -, W &00ns. A ri � P ca5 lig1 i fl`�?ilcR L d tti�Val only ,rks oepartment and Build s ci ';. be and Grdirr nres. Engineer for t subdivider davf . _.' odes 1 � iSp�G`�f Lj >I alai I i l"aICtC . is s a c riff d ° r �� � after p d r omdw, APPPOV� Y rpt DO l W� ; I it D r y p L are MUM OF SITE AND ON HAUL ROUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES AND HAUL ROADS AT LEAST THREE TIMES DAILY OR WHENEVER VISIBLE DUST IS CAPABLE OF DRIFTING FROM THE SITE OR APPROACHES 20 PERCENT CAPACITY, TO MITIGATE THE IMPACT OF DUST AND EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON WEATHER CONDITIONS. 31. DURING GRADING OPERATIONS, ALL ACTIVITY SHALL BE RESTRICTED TO PERIODS OF LOW WIND TO REDUCE DUST EMISSIONS. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE HOUR PERIOD. THIS GRADING PLAN IS INTENDED FOR ROUGH SUBDIVISION LOT GRADING ONLY. THE GRADING � INFORMATION AND DETAILS SHOWN UPON THESE PLANS ARE NOT INTENDED TO BE ADEQUATE TO PROVIDE FOR A COMPLETED FUNCTIONING DRAINAGE SYSTEM ON INDIVIDUAL LOTS, NOR IS IT POSSIBLE TO DO SO WITHOUT ADDITIONAL ENGINEERING DESIGN RELATED TO THE SPECIFIC PLAN OF IMPROVEMENTS PROPOSED FOR EACH LOT. BUILDING CONSTRUCTION UPON THESE LOTS MAY REQUIRE ADDITIONAL FILL MATERIAL, ADDITIONAL GRADING, THE CONSTRUCTION OF DRAINAGE PIPES, CURBS, GUTTERS, PAVING, OR OTHER WORK AND ADDDITIONAL DESIGN AND SURVEYING SERVICES CONNECTED WITH SUCH PURPOSED IMPROVEMENTS INORDER TO ENSURE THAT AN ADEQUATE COMPLETE DRAINAGE SYSTEM WILL BE PROVIDED FOR EACH LOT. FAILURE TO PROVIDE SUCH ADDITIONAL MEASURES MAY RESULT IN ADVERSE SITE-SPECIFIC PHYSICAL CONDITIONS INCLUDING EXCESSIVE MOISTURE, AND POTENTIAL HEALTH HAZARDS INCLUDING THE PRESENCE OF POTENTIALLY TOXIC MOLD, AND/OR OTHER PROBLEMS THAT CAN NOT BE ANTICIPATED. THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF INC. WILL NOT ASSUME ANY RESPONSIBILTY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF INC. HAD PERFORMED THE STAKING WORK. 32. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE OR SURROUNDING AREA DUE TO DUST OR EROSION, RESULTING FROM WORK DONE BY THE CONTRACTOR. 33. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABILIZED TO PREVENT DUST EMISSIONS USING WATER, CHEMICAL STABLIZER/SUPRESSANT, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE GROUND COVER. 34. CONSTRUCTION SPEED LIMITS WILL BE POSTED AS 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. 35. PREMATURE REMOVAL OF GROUND COVER IN ADVANCE OF DEVELOPMENT SHALL BE PROHIBITED. EXISTING VEGETATION SHALL NOT BE CLEARED UNTIL REQUIRED BY CONSTRUCTION. MEASURES TO PREVENT EROSION DURING AND IMMEDIATELY AFTER CONSTRUCTION SHALL BE ESTABLISHED PRIOR TO THE START OF CLEARING. 36. IF DURING THE CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED OF THE ARCHEOLOGIST. 37. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SURETY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORKED PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 38. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY OF JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. 39, EXCAVATION SHALL"RBE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING OR SHEETING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HE SHALL EFFECT NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, STRUCTURE AND/OR BORING OR JACKING PIT IS REQUIRED, THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS. 40. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDER. 41. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF SAID GRADING QUANTITIES PRIOR TO THE START OF THE GRADING OPERATION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLY MATERIAL FOR DEFICIENCIES TO BRING PAVEMENT OR LOTS TO REQUIRED GRADE. CLARIFICATION OF GRADING SHALL BE DONE BY THE ENGINEER, AND THE CITY DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED. 43, THE CONTRACTOR SHALL CONFIRM THE GROUND ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. IN WRITING IMMEDIATELY OF ANY DIFFERENCES IN TOPOGRAPHY FROM THAT SHOWN ON THE PLANS WHICH MAY REQUIRE CHANGES IN DESIGN. THE CITY DEPARTMENT OF PUBLIC WORKS WILL ALSO NEED TO BE NOTIFIED. 44. THE CONTRACTOR SHALL UNDERCUT THE STREET SUBGRADE DURING ROUGH GRADING IN ORDER THAT THE TRENCH SPOILS MAY BE LEFT IN THE STREET AREA AND COMPACTED DURING FINAL SUBGRADE COMPACTION PRIOR TO PLACEMENT OF BASE ROCK. (THE UNDERCUT SHALL BE ADEQUATE TO ACCEPT ALL TRENCH SPOILS, INCLUDING JOINT TRENCH SPOILS.)ILS. ) 45. ROUGH GRADING AND DIRT BALANCE TO BE COMPLETED PRIOR TO PAD FINISHING SO THAT PADS MAY BE ADJUSTED TO FINAL BALANCE. THE CITY DEPARTMENT OF PUBLIC WORKS IS TO BE NOTIFIED FOR ANY PAD ADJUSTMENTS. 46. UPON COMPLETION OF PAD GRADING, THE CONTRACTOR SHALL REQUEST THE ENGINEER TO CHECK THE GRADES. ANY PADS THAT DO NOT MEET THE SPECIFICATION SHALL BE REGRADED. ANY REQUIRED RECHECK WILL BE CHARGED TO THE CONTRACTOR BY THE OWNER. 47. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY FASHION. FOLLOWING CESSATION OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE. 48. THE CONTRACTOR SHALL NOTIFY THE CITY DEPARTMENT OF PUBLIC WORKS WHERE IT IS REASONABLY LIKELY THAT CORRECTIVE GRADING/SLIDE REPAIR WORK WILL EXTEND BEYOND THE LIMITS OF GRADING DELINEATED ON'THESE PLANS. LEGAL DESCRIPTION ALL OF LOTS 21, 22, 23," AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PROJECT ACREAGE PHASE 2 - 20.83 ACRES TOTAL NUMBER OF LOTS 219 - SINGLE FAMILY RESIDENTIAL LOTS 6 - LETTERED LANDSCAPE LOTS 1 •- LETTERED LOT FOR RETENTION BASIN TOTAL = 226 LOTS BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 1%4 CORNER OF SECTION 8, 29/27 ELEVATION = 401.06 ADD 0.09' TO OBTAIN KCS DATUM PER KCS FB. 1152, PG 22 WM SHEETINDEX 1. COVER SHEET 6. GENERAL GRADING PLAN 2. SHEET INDEX 7. GENERAL GRADING PLAN 49, CONTRACTOR TO COMPLY WITH SJVAPCD AS WELL THE FOLLOWING ADDITIONAL AIR QUALITY MITIGATION MEASURES: INSTALL AND MAINTAIN A TRACTOUT CONTROL DEVICE THAT MEETS THE SPECIFICATION OF SJVAPCD RULE 8041 IF THE SITE EXCEEDS 150 VEHICLE TRIPS PER DAY OR MORE THAN 20 VEHICLE TRIPS PER DAY BY VEHICLE WITH THREE OR MORE AXLES. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LEVELING, GRADING OR CUT AND FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. WHEN TRANSPORTING MATERIALS OFF SITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST 12 INCHES AND COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN. REMOVE TRACKOUT FROM THE SITE AT THE END OF EACH WORKDAY. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. GRADING SHOULD BE CONDUCTED IN PHASES. THE PROJECT DEVELOPER SHALL REVEGETATE GRADED AREAS AS SOON AS IT IS FEASIBLE AFTER CONSTRUCTION IS COMPLETED. 50. MITIGATION MEASURES TO REDUCE CONSTRUCTION EQUIPMENT EXHAUST: MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. CONSTRUCTION EQUIPMENT SHALL OPERATE FOR NO LONGER THAN EIGHT (8) CUMULATIVE HOURS PER DAY. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. CURTAIL USE OF' HIGH -EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE--THE-AIR" DAYS AS DECLARED BY THE SJVAPCD. ALL CONSTRUCTION VEHICLES ARE TO BE EQUIPPED WITH PROPER EMISSION CONTROL EQUIPMENT AND KEPT IN GOOD AND PROPER RUNNING ORDER TO SUBSTANTIALLY REDUCE NOX EMISSIONS. USE OF CATERPILLAR PRE -CHAMBER DIESEL ENGINES OR EQUIVALENT SHALL BE UTILIZED IF ECONOMIC AND AVAILABLE TO REDUCE NOX EMISSIONS. ALL CONSTRUCTION WORKERS SHALL BE ENCOURAGED TO SHUTTLE (CARPOOL) TO RETAIL ESTABLISHMENT OR TO REMAIN ON-SITE DURING LUNCH BREAKS. ALL CONSTRUCTION AND GRADING ACTIVITIES BE DISCONTINUED DURING THE FIRST STAGE SMOG ALERTS, CONSTRUCTION AND GRADING ACTIVITIES SHALL NOT BE ALLOWED DURING FIRST STAGE OZONE ALERTS. OZONE ALERTS ARE DECLARED WHEN THE OZONE LEVEL EXCEEDS 0.20 PPM (1 -HOUR AVERAGE). 51. ALL CONSTRUCTION PERSONNEL" SHALL BE TRAINED IN SENSITIVE SPECIES IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX SIGNS DURING EARTH DISTURBANCE PHASES OF CONSTRUCTION. ANY EVIDENCE OF SUCH DENS SHOULD BE AVOIDED AND REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 52. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING HIGH PRESSURE GAS PIPELINE AND SHALL PROTECT LINE IN PLACE. 53. THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (ORDER NO. 2009-009-DWQ, AND AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. THE WDID NUMBER FOR THIS PROJECT IS: 5F15C369766. 54. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST BE INFORMED OF THE SYMPTOMS OF VALLEY FEVER, 55. GRADING ACTIVITIES WILL OCCUR ONLY IN AREAS SHOWN ON THE MAP (PHASE 2 OF TRACT 6419). IF ADDITIONAL AREA IS NEEDED THE CONTRACTOR WILL CONTACT THE CITY OF BAKERSFIELD FOR APPROVAL. VICINTY MAP NTS ESTIMATED QUANTITIES CUT: 24,743 CY PILL: 7,316 CY NET: 17,427 CY - CUT THESE QUANTITIES DO NOT INCLUDE ANY SHRINKAGE, SUBSIDENCE, OVER -EXCAVATION, OR ANY SPECIAL CONDITIONS OR REQUIREMENTS THAT MAY BE SPECIFIED IN THE GEOTECHNICAL INVESTIGATION REPORT. THESE QUANTITIES IN THE AREA FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. IT IS APPROXIMATED THAT, USING A 20% SHRINKAGE FACTOR, THERE WILL BE APPROXIMATELY 5,000 CUBIC YARDS OF EXCESS THAT IS TO BE USED IN THE LANDSCAPING AREAS AND THE PAD AREAS. NO OFFSITE DISPOSAL SHOULD BE REQUIRED. r o rfm z W CrLU Z m? Q ro zUj. Jr cr U� Q N l[. W t{} Q M'0 U m acoa O Q W Ma - ez- c3 �z z z LL O m C4 W a Q Q z 3:. a mooM r1 Z CC Z LAJ cc o m i LC C') x-00 r o rfm Z Q ro z Jr cr Q N l[. W t{} Q M'0 U m acoa O Q W O Q j to cn 03 1- � s ez- c3 �z z z LL O 0 u C4 W a Q Q z 3:. d a mooM Z CC Z LAJ cc W J m i LC C') x-00 r z CL PLOT DATE: r MARCH 02, 2015 JOB NO.; 130190.02 FILE NAME: I 130190 -CV -PHASE 2 SCALE: AS SHOWN SHEET NO.: A. 1 OF 10 Z Z cr Q J OCV LL O o C4 W W Q QCL 0 Z CC Z > W J o� S i LC C') x-00 PLOT DATE: r MARCH 02, 2015 JOB NO.; 130190.02 FILE NAME: I 130190 -CV -PHASE 2 SCALE: AS SHOWN SHEET NO.: A. 1 OF 10 [SHEET ■ I f 1.1.1 1 1 1 1 1 1 [SHEET � O W NOTES: 1. AN OPEN STREET PERMIT SHAD_ BE OBTAINED FROM THE CITY OF BAKERFiELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT SCURITY BASED ON AN OF WAY, UNLESS SECURED BY A SUBDIVISION AG FERFORMEDE WITH N RIGHT OF WAY AND APPROVED ENGINEER'S EST IMATE FOR THE WORK INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF PERMIT. 2. IF THE PROJECT IS SUBJECT TO ,THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT' TERNASSOCOCOMPLY WITH THE IATED WITH CONSTRUCTIONS OF THE GENERAL PERMIT TO DISCHARGE STORM ACTIVITY (WQ ORDER N0: 92--08-DWQ) MUST BE FILED WITH - THE STATE WATER -OF ANY RESOURCES CONTROL BOARD 1N SACRAMENTO BEFORE AL PERMITBEGINNING ITH THE GENE REQUIRES THAT STORM CONSTRUCTION ACTIVTIY. COMPLIANCE W WATER POLLUTION PREVENTION PPBNPREPARED, OOUT FOR PUBLIC DURING NORMAL CONSTRUCTION AND ALWAYS BE AVAILABLE , HOURS. 3. NO SURFACE DRAINAGE WILL BE DISCHARGED TO ADJACENT PROPERTY AND, THEREFORE, A. DRAINAGE AGREEMENT WILL NOT BE REQUIRED. 4. THE DEVELOPER/OWNER SHALL BE REQUIRED TO OBTAIN AACCESS AND MAINTANCE AGREEMENT FOR ANY CONSTRUCTION ON ADJACENT PROPERTY. 5. PAD ELEVATIONS AS DESIGNATED IN THESE PLANS OUTS DSE OF FRONT YARDI NT SETBACK.pOSEE WHICH IS 32.5FT BEHIND TOP FACE OF CURB AND 2.5FT SECTION. L -L, TYPICAL ROUGH GRADE LOT DETAIL, SHEET 9 OF 10. �- SHEET m® ��0�NEER �i ,J 0000 1 �sr03*d mL mLLj J}z lsl xa m Ld o 4 Q r Q. 00 co Z G7 W r el W ��, W QW Vlmhu-3 U .o in LLA Ca g Z 4 � Q ■ W � O W NOTES: 1. AN OPEN STREET PERMIT SHAD_ BE OBTAINED FROM THE CITY OF BAKERFiELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT SCURITY BASED ON AN OF WAY, UNLESS SECURED BY A SUBDIVISION AG FERFORMEDE WITH N RIGHT OF WAY AND APPROVED ENGINEER'S EST IMATE FOR THE WORK INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF PERMIT. 2. IF THE PROJECT IS SUBJECT TO ,THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT' TERNASSOCOCOMPLY WITH THE IATED WITH CONSTRUCTIONS OF THE GENERAL PERMIT TO DISCHARGE STORM ACTIVITY (WQ ORDER N0: 92--08-DWQ) MUST BE FILED WITH - THE STATE WATER -OF ANY RESOURCES CONTROL BOARD 1N SACRAMENTO BEFORE AL PERMITBEGINNING ITH THE GENE REQUIRES THAT STORM CONSTRUCTION ACTIVTIY. COMPLIANCE W WATER POLLUTION PREVENTION PPBNPREPARED, OOUT FOR PUBLIC DURING NORMAL CONSTRUCTION AND ALWAYS BE AVAILABLE , HOURS. 3. NO SURFACE DRAINAGE WILL BE DISCHARGED TO ADJACENT PROPERTY AND, THEREFORE, A. DRAINAGE AGREEMENT WILL NOT BE REQUIRED. 4. THE DEVELOPER/OWNER SHALL BE REQUIRED TO OBTAIN AACCESS AND MAINTANCE AGREEMENT FOR ANY CONSTRUCTION ON ADJACENT PROPERTY. 5. PAD ELEVATIONS AS DESIGNATED IN THESE PLANS OUTS DSE OF FRONT YARDI NT SETBACK.pOSEE WHICH IS 32.5FT BEHIND TOP FACE OF CURB AND 2.5FT SECTION. L -L, TYPICAL ROUGH GRADE LOT DETAIL, SHEET 9 OF 10. �- SHEET m® ��0�NEER �i ,J 0000 1 �sr03*d mL mLLj J}z lsl xa m Ld o 4 Q r Q. 00 co Z G7 W r el W ��, W QW Vlmhu-3 U .o in LLA Ca g Z 4 � Q W .. f .Z� uj Z V cr.. o m , Z 0. IS (L z a 0 QD ul W LU Z o CL ,,, S co F + 4 1/06 O26 -01 -CV r7 200' -E 10 J TRACT BOUM 6480 0 a R HP p,� SEE SHEET , A T C H L~ I ! � E ' FL 395.19 !moi -- �,v _'"�39338 FG 395.FG 395.82 9 7 FG 396.06 FG39 . FG 395.06 0FG 394.90TC 394.75 BC FL 395.26 TC 396.69 _25' f5' FL 394.25TC 394.96 TC 395. !8 TC 395.40 TC 395.65 TC 395.86FL 396.19 TC 395 1 a�C 395.02 - TC 394.86TC 394.70 F 394 394.98 FL 394.46 9 .68FL 95. 6� ECGB !Z 394.52 94.36 394.0RCP RCPFL 394.65 - - -- -rc 395 � r8�. +- - S=0.28%FL 395. I LS 397.44 TC95 5 �?�9 5=0.20% --°^- OR j+pR8 404' 24'� RCP8+009 09 GB ° _,.- ��' °i �; + a+00 BG4RCP' 0 6+00 I I,4; ! .3 FL 395.01 4" o c , c ' 1+00 2+0�--I� - - 3 00 FL 394.05 - mmmmmm-q R TC 395.65 /� ti v ; 4 sx v j' -•--- 0.28% EG S=FL 395.5 i A a FG 395.71 RIVIERA .DEL SOL DRIVE I I: k :f 5=0.20% 5� IN 14 ', f 'E FG 395.62 FFG,394-98 F32g °---- - 'TC 395.22 7C 395.44 G 95.84FL 397.141 N N ;., . "\ S� - ----��_.- o 289 3 5. .1 TC~394.85 ... _ .. �..-_ TC 394.69 FL 394.04J,� 7C 394.56 TC 394.78 394.50 FL 394.72 FL 394.94 °r-�' FL 394.65 EC,G$ FL 394.5! FL 394.35 -� _ L 4. GB L 394.06 L 94.28 ,� 7C 395.8BC 395.20�TC 395.81 RCP 395.FG 395.42 FG 395. BC5.2! FG 395A5 FG- 394.89 ,94.76 ��-�- "I G 395.72 EC . FL 394.73 �I (� �� •I' •. I� ��s L r FL 395.22 F 39 .41 - FL 395.2!"-E II I I7 I D: II II II II I I I I II II o I . A2 5� 39 36.7' A 4 11HUNOVEMENTS TO BEIMPR397.71 397.?3$ PAD l CD - I 397.83 .90 . AD RI I ua NG 0/=RN 397.3 94 sASOCfATED 396.94 73 397,9�.9 OR RELOCATEDREMOVED � I I I I I I 1.r, J ---) L.____ --� �..--- ---� i� ." ' �'� 00 tAR J ! r FG 398.73 I v FG 397.34 I f` I s% Sf}F'i . w:,� C'-� �,� tai p 6.78 FL 397.36 I I ,`'� FG 398.01 FG 397.0839 LS 39 N FG 397.41 FG 396.62 FG 396.98 FG 397.33 FG 397.68 B FG 398.03 FG 398.38 FG 398.56 LS' 396.83 �n y A, LS 397 7 �1 ,/ t ,h1 TC 396 78 TC . FG 396.62 , A3o,. FL 396.23 ' 1Z 395.68 �A I � FG 397.33 -----_B--,s1; _ ----GAD: 396 ... I A. 3969 II II P� .397.35 II II PAD: 397.71 : ORCHARD A A+ el ,"N 53 III I IQ ^ zF 96.73 /4rc35243 I 50 T% , ` oRAD: 398.431 Ir 8. _- In „{ L� I. 1 ( � �, 1 1 I ___: • -_ I � T 396.64 I I �EC ., �, s TC 395.!5 FG 395.38 EC FL 396.14 PRC / _ J �.. �. I FL 396.14 W 394.65 _ �.. -! t - "� , 7. f 3 FG 397.3 f FG 397.45 T 9744 8C T 97.01 a FL 396.94 FG 39sA8 FG 396.43 FG 396.78 GB T(i396.93 3 6.51 TC 397. f 1 C GB � 397 -18 - Tc c�396.61 396.78 co TC 95.0 TC 395.53 0;� 395.88 rC 396. 3 TC 396.58 ?,`-,' I` ~ - :,F I fi 0 20� FL 394.70 EC,GB` FL 395.0 TF FL - .-FL395.73 - - - - - . - L 396.08 1 FL 396.43 ` 3 ^`� ' I ( 0: rC 396.95 I L4 .. '' � V Ld SECTION THRU H -H Nor ra scw.e cr' (t 5 / G (p, 1 V 1 0° FL 396.45 0 / S=-0.449°' gs'S ✓ Icl$ I h� ( 52' 18 RCP a // FL 394.46 C8 S=O 20� ...--- S=0.44% g(.51+0Q,-`286' 36"!� RCP 6+00 .•---- 5-0.2160' 36"0 RCP 7+00 + �0, 36 o RCP8+00 1+q0 2+00 246' 36 >� RCF 3+ 4+00- - - - - - DRIVE a$s Bc,GB TC 396.9! s` �+ . y°� .r.• S=0.20% Li 11' f "sd I R I SUMP VOLUME _ �( 39 5 GB O� RANCHO NIEJO _.--� S=0.44% 5.7 ACRE FEET F 395.16 \ 1Z 394.45 S -o.2 / FL 396.41 ?S�g 5��? WATER SURFACE`' f�.... tilt. Lm�r ( I fi G ELEVATION = I �\ �o� - - - 'r 96.58 TG 397.27 TC 397.43 C G 392.00. ° T 39 20 EC GB TC 395.88 396. 3 fi 394.70 T 95.5 Sz_19 •73 FL 395.38 G 3. 608 FL 395.73 FG 396.43���� 396A8 FG 396.78 FG 397.1 I 3 7.34 s 96.93 397.12 BOTTOM FL 395.03 ��- o BC FG 397.47 397 63 " ELEVATION = I ry-0 ( _ 384.00 COMMERICAL �� I I OP.0 ,RD SEE DEfA,L DRNEWAY PRC FL 394.65 95.15 -RCHAR r ECT 396 ?OzC R 396.!0 C RCHARD 0 10 fi FL 395.60 0 FL 395.60E I SHEET fi FG 95.38 % tr I I I I X601 10, I 1/,g V 4 CD: 3 .A A 4� 4042 IC 45 �� $� I �`��� �I I 36 DiAR >* a �a F fi I I I v I a N \ Q: : fi fi • °C. I I -.l o`' d" 6 ` F 396:7 J ._..i �.._ I .' FG 398.88 Q ( ^ - 398.72 - - - - - FG 397 87 FG 397 32 B 397. `397.68 FG 398.03 FG 398.87 FG 98.6 LS 398.33 i SCALE: 1 "_ 44' 9 .44 %� EXlS77uc 01 a f STRUCTURE To 40, FG 397.48ZL BE DEMOLISHED HOUSE W I o FG 397.66 FG 397.47 B TC 395 39 A I $ ti 'L `� ^ I FG 397.82 F FL 394.89 I FL 3 .89 AND REMOVED : ( ��o(397.80 - � � � r .. � I � I � I � CARPORT - �"'' fid `'� � .Q`�� �OW� I`. -1 �.-- .. ---� �•-•• �-- � � - - .. I � - - - �r1+ EXISTING RiIF.AD_ POWER { `4 ���` 1 LINE AND ALL ASSOCIATED 'r I I I I I I a ( I k IMPROVEMENTS TO 8E I I I I �• �� � / I ,::�_•- / ORCHARD .Qt' i { I 1 REMOVED OR RELOCATED c��c` - ✓'� c {{{ I o I ( I A I I A 39 I N �2 = fi N I I I I! 36 I 37 38 I AD: 39�� 1 1 i9 a I I 32 I I 33 34 3 397.05 AD: 96.8 �, I PAD 397.3 PAD: 397.21 I I I { ( � � - - I a` - LEGEND . �� I I I�, I I I I I , I I I Ex,snNG I �QUo. BEGIN CURVE STRUCTURE ?O �<vG Lal BgyC BEGIN VERTICAL CURVE' LS 398.13. po` J `6�0�`� ��� ry. , C8 94.19 FL 394. !9 CB �",�� Q ' _ -•_-. _.._ _.__ _.__ I� I I :�� I I 0` I I �� I I I I' I c AND REMOVED G 396.06 CATCH BASIN 1' -FG 39_j -- ., I I �. 1 C DROP 1N! ET 0Ec b.98 _ - --� fi-- ----� (--' ,`396.75 L____ FG 395.5 TC 394 ss �c�°� o EC 4Q,1 ��' �C END CURVE TC 394.68 FG 395.66 FG 396.55 FG 396.39 �..»» -- --` FG 396.23 FG 396.07 FG 395.9 TC 395. END VERTICAL CURVE .\ `'�°' EC L 9 .1 25' W FL 394.18 TC 395.46 L� �` ti EP EDGE OF PAVEMENF . GB 0 �I - FG 396.7) 7C 396.35 TC 396.19..._. TC 396.03 TC 395.87 TC 395.71 TIC 395.55 rC;39;539 4 a FG 395.33 FL 394.96 _ � � FINISH GRADE 8C, FL 39 .00 I ' �\ FL 395.85 !2 395.69 95.5 - FL 395.37 -. - 395. 1 - - 95. - - 8 - RCP �72CP - FLOW UNE _ ---. - ol -- - - oRCHAR FTG FOOTING Ioal HOiv"E• ti` GB GRADE BREAK ! o LANDSCAPE L ,z S a. INV INVERT 4 .e yf`L -1,1a ° 1?i r 5. 8 �-•- S=0.5 LS I L� �g TC 95.24 `r. %' 3.�t .BC c�` it RIGHT OF WAY 7C 396.5! S 0.2(}% FL 394.74 $+00 / 9+ , �� - Ofa6'�06D 7 00 BC --- \ "� FL 394.58 I0+00 0 - Sp STORM DRAIN gig`! o 396.54 , - . 2+00TL 3+00 4+00 5+00 - _ 04..=. - - - N 8 °5423 W _ _ � "' �'�"'-' E o' SDMH STORM DRAIN MANHOLE -0-!L - --�--- --""�FTi c , �iiU - . _ �- --- 4 (; -� 764 TC 395.08 Q 5iA STATION I MAR DRIVE I OF CUR FL 394.58 _�__._S=tr.53% U A DEL MA D IV �o of BANK S=0.20% ' - TOE OF SLOPE TC 396.52Ec TORTU GA L s=a.2o% 39 TS S�o.0000. SLOPE IN FOOT PER FOOT .02 1 A - - - - - - - ._ (000.00) EXISTING ELEVATION TC 395.44 Tt' 395. 7.. pOp.00 PROPOSED E1,EVAl10N �} - tcDiq�FiTC 395.72 T 395.6: TC 395.40 '6GB49' 96.36 ' TC 396.20�1 9 .7 5.06. FG 395.60 �, 394.90 fG 395.44 TC` 395.24 FG 5.27 ��� .5 FL 394.,94 FL FL 395.37 Q`. TC \ TC 3 F 396.40 FG 396.24 h1 FG 39 .08 FL 395.38, o� FL 395.22 FL 39 L o PRO � U ,� �,� G 96.6.. �• a FL 395.86 FL 395.70 ti g6 6� 394.4 0 ` 4. 8 _ t•1 395.54 0§ FG 395.92 caL�g . ��� Goo CB o= - w .� r PROPOSED SN3EWAU< POSED RETAINING WALL ( w ^ �j j- '� I�I �I i /' .s F4AR® END ---� r--- p� 22': I 1 I FIG 398.83 7� /r' 48" DSA. TREE -\II 1 �. e r4,I I I! I I I ;{ o �� LS 398. I I I I 1 I I I ( ,.r" STAIRS TO LDIN6 ! JUNCTION BOX + .g 23����, o / - c� z `' A A I I P ' 397 Leo 2f I • SEWER MANHOLE g��N 397. g BC AA I I I I I I 26 I I 25 I �i24 11 PAD: 39 . HAS P: 3 MANk{OLE /�,; o LI I 30 1 i 29 28 27 AD'.3 7.41 p STORM DRAIN �; _ 't' . �' 3 PAD: 397.8 PAD: 397.70 PAD: 597. AD: 39738 PAD: 39721 I I PAD: 397Aj�.- A0: 3968 I I 40 DIA. rR-\ ( I §_XIS1 �. H I I l o� v - `^i� >� I I PAD. 397.9 I I I I 1 I I i srRTURE TO doEXISTING coNrC0o0uR / o I �o �. ,. MOSEBI 4 I PROPOSED ^��, ; ���• / T rxQ IP� FG 398.00wl6, I I 6�� I I ��`'� I , I qry egY6 AND REMLOVEDD g n 0 �16� 398.4 _ _ `�' .�4 �` ��� �� ,� _ / .._.fi gg_ ` ____.� L. c,,� -J �, 1 -��--' oc' 4, 0 .`� Lg ' f�~ '�� �°��° . 01 `fig 601 ` GL .� .icp '� G FG 397:77 G 8. i4 `� FG 39 Hyl NOTE. OTE. y j o, �+ �,• Q p ti _�. FG 398.02 397.8 3 ,�'ti 0` '! D FG 397 61 ^�' 97.7 G 97.73 '� FG 397.79 X `�,�o FG 398.03 �� ----- fCr 22-74-4-4 0�°�0 - - f OL, 4 , e ...�_...._ .._ _ •w Q� PAD ELEVATIONS AS DESIGNATED IN THESE PLANS .poi ( fi©t9 ,a, fir- -:, y-�n'�t,�I3 ".. `�L� - - �` L ____... ;._._ __� _?i�,_ _. _._. ---- 3�S.f1f'---_ �__. ` �S . �g. % / _c �� ��� - s _..._ ._ .._ _ __.� VjFE� FENCE 4� ELEVATION WHICH REPRESENTS A HINGE POINT ELEV 110,34 Q - = ,� a i:rvc - ti$ ° s' BRICK MALL. 32.5FT BEHIND TOP FACE OF CURB AND 2.5FT ~.:• _ � � . N88'54'13"W 2645.88' S 6' BRICK WALL o, ��o E c� �'� 1 ;, J FENCE �" � •� FENGEF � t � �- OUTSIDE OF FRONT YARD SETBACK. SEE SECTION Q, M _ _�- srARr of s �y TYPICAL ROUGH GRADE LOT DETAIL, SHEET 9 , �°�-EQUILON OIL `��' BRICK WALL g�P L --L, A5 'ARi;ER�/ I ¢ ' : die rc 97.80 p� G` OF 10. PLOT DATE:11 01 06 JOB NO.: 060026 FILE NAME: 060026 -MP -GRD SCALE: ' 1" =40' SKEET NO.: 3 OF 103 OF 10 0 °. .f START OF FL 397.30 k`�'cpr1 ; i FENCE . . . - .. . .. . NATE: . SE ..... HL..INE SEE SHEET 7 r• PAD ELEVATIONS AS DESIGNATED IN THESE -� � W___1 L___. °�- � . L_ PIANS REPRESENTS A HINGE POINT - - - . , � V..j.. rG ,398.,st3 FG 395.54 :' 5.70 FG 395.56 �`'f• FG 399.02 ELEVATION, WHICH IS 32.SFT BEHIND TOP - t v sy /.,3U FG 39,``11 'I t �+ y r i. i PRC '� -\ o�y FG 399.39 FACE OF CURB AND 2.5FT OUTSIDE OF TC 395.86 TC 396.09 TC 396.32 EC,GBTC 396.50 �,�? r ? FL 397.2 9790 C 398.02 TC 398.!$ ��o, F3g98.-14 TC 398.50 98. TC 398.82G TC 99.19 FRQNT YARD SETBACK. SEE SECTION L-L,'4;� \ - I / Ft 95.36 - _ _ _ . FL 395.82 , FL 396.00 r1 l I , I . ' Sip va� EC,GB 39; .52 - - 397.68 12 - - - - - - -- - --- - . �____� __ � ��. '�` FL 397.40 Fi 39 .00 FL 398. t FL 398.32 FL 398.69 TYPICAL ROUGH GRADE LOT DETAIL, SHEET 9 �p5 \ / i 1 `96.8! TC 395.88 - w--•- S=0.29% S . CB S -Q489 . �.-- S=0.20% . ; . ....=- S=0.20! a . g FL 395.38 10+00 304` 18 i� RCA 11+00 12+0 78' 18"o RCP 1+00 2+00 - . 3+00 . . 4+00 i 5+00 . - � . 6+00 7+00 . : . - a . / r v . ---ar- �� - . :. 4 I RIVIERA, D L SOL DRIVE . ' �� D 7. o rsscovREn'G D FlLLED . . I 1� . .ss.8DG8 DEL PALMA DRIVE . ! S=0.20% �Ik� . . . t ; -•- S=0.20% y -+-- S=0.29% _-"'S.0 . GB TC 397.10 t 5_0.46% f p - I% y�0 7SP,� LL 396.60 / i' \ ..I . / . 4 /r _ �' %\ !' r � m . a/ -_- -_. .._ -- - --- - . `•'.> i.. /` - TC 396.10 . _. ... - .4 h / \ 4 ' s a o _ ,J G 398.86 • `o `b . ' _ -'� cy, d.' TC 397.90 EG GB TC 398.02 TC 398.18 8. 4 TC 398.50 ; 11 rC 98.6 I .. ��' FG 39 .1 395.60 TC 396.33- FG 396.53 e1 ° 1; ;, FL 397.40 397.52 FL 397.68 FG 398.38 FL 397.84 FG 398.54 398.00; FFG' 398.70 398. i6 FG "399.01 GL C . �, . al . FL 395.83 TC 396.50 ='` f., 39 .40 �o� TC 3 7.77PRC . �. = 98. t � Q 395.81 .' TC 39 .88BG FG 396.30 � - EC,GB - _ i ri FL 397.2711 I .. RCP '; FL 396.00 398.2. E FL 398.3!pESS t 3 31 . - _ _ _ ,o, 15` DRAlNAG � � oyl I i .�� g45 F 139 . 7 �.._._ �. Y' F_ 1---s GL^� - C S / (.._.' ,` 1-� EASEMENT ''�j7 i t y ` �`. ¢ moo. ( ��' ��1 `BC,GB TC 399.4 a 7C 3� SUt` y . TC 395.72 EC : FG.396.87 61 d` ' w FL 39 .04 "' FL 3. ti . I I._..... _I ... FL 39522.. _ I h...._ . I PRC F�o,39s 64 r- "� I I �o`,,°'�: € ;�( _---, -"'� DL I ! ( I . if i FL 395.2 f - ti .._. _ v�� r ,�¢ t ( t: I I I I b� I k e I N 7 9 ,� I B ..._ r 52- . ILL! ! I 11 I I ..AI } I2VINEYARD-I N o f . 1.. . .I Q 1 I I ~ A _I _ I'" "A' - 'rl 11_ I 6 t 5. 4 I 3 I . . M 55 54 -53 i I I I I 9 I I I- I a C4 N I��� w �� I I I I AD: 399.5 AD: 399 AD:39 AD: 4004 � I PAD:44ais P .40131 "u; � r� ens ° M PAD:39��. I I PAD: PAD. AD: I . I . N I : p I V{NEYARD I Cl c . . .. . �� - I EXrS71NG WATER .: i PAD: 3992 I I 1 I . 1 1 i i .. I m 1 . I I I I I I I LINE TO REMDVEDBE I I f ' I I- �`' - j j j l �`�L I I _. J I I --. 1 I j j j - I , �I l . L� -J t..... -I L J L ._.._. _...a . �.J L ____.J I- _.....I _.._I �., . I M a 1 FG 397.34 - - ____. 1h-� , .5 FG 399.88 FG 400.05 FG 400.22 1 FG 400.37 F 400.55 F .7 I o '� . °' TC 399.31 . . 398.73 d It FG 399.37 w . c B , t,r nu B r g`&% LS 399.91 U FL 398.81 . 5.83 A � L 396.78 .. . ;.., FG 4 6 j°. z . K+ 9O) f/_C'cl �(lp ^' . . Pr4 (D :, TC 396. !8 F��'399.04 FG 399.20. FG 399.72 FG 399.95 j I ' q¢ a `�'l FG 399.69 FG 39,9 6 FG 400.03 ` FG 400.20 ,' FG 400.36 FG 400.53 TC 399.31 A FG 40 .3G 96.23 h°'� X30' . . . . 95.73 y FL 395.68 c�' B y. ,!¢L. VL r B FL 398.81 U� LS 399.9! ��G\uEER6 I I 4 - _ :b�' �' i - �' I w o I - ��'� ^. U) -1!4 - - - -1 I I j�`� - - - `� j - - - F �j l l I �a'lsrrNG F *I i FI I - y a I l '�3; I ' IRRIGATION DITCH I I w ca > I _ t t TO 8E SCOURED I I I I `/' I II c I . . . �o� �� x` o �., I I I- I I I I V�'A76R Uh I AD: 3998 = x_. 1 l AND FlLLED A l l I. ' �,Noal�P I + 2 3 4 6 5 4 ; 3 I j I 3�sra .. I P . :399.10 I I. AD: 39928 I AD: 39R I 1 AD: 998 I - 1 I PAD: 440 PAD: 40018 I I PAD: 440,3 1 i AD' 44055 I PAD•�40073 I AD: 440 ! . >� . OR 12•Mt�Ar� ;� i 1 I FL 398.58 I 1 FL 98 5 .. . I �' ' 1 -1 I I I 11 I I I VINEYARD I I _ I I I I / I I �B . I ' ° TC 39� . I ° , � (NOT, I PART _ `t TC 399.08 FL 39L 6.64EG 1 .a I i , tL Lf 9L _ FL 396.14 LJ J L oat ;. Q�� L J L o I "ti° ._. E_398.58 f Co. . T �� F 397.79 FG 397.95 Vwy G 98.1! F 98 7 oyg i' jK,g°�,�q FG 398.44 FG 398.61 Qot' FG 398.78 FG x.95 F 399. FG 39 .28 e . TC 39. Lij^+"fC 399.24 25' 15' FL 39: eQ FL 396.94 BC 7C 397. TC 397.75 9 . 7 - �: °1 t { °o� �g� TC 98.24 TC 398.4 - TC 3 .58 TC 39.75 i 8.9 399.08 BC• FL 398.74 FG ca 1 TC 31, 91 . q1 G 397.66 �- 397.0t� FL 397.2 397.41 387.57 ,yqAM.`Nl:�,�� FL 397.74 FL 397.91 - - FL 39.8 - . -- . FL�398.25 �FL 398.41 - FL 398.58 - - RCP I RCP �'"�' w IT-I!yl �1\1 o i �1� 11 5.24"% S��SSg ••--- - Sw020% +--- 5=0.20% " S �0. og., -00 8+00 9+00 10+00 410' 24"0 CP 11+00 12+00 13+00 14+00 410',24'0 RCP 15+00 -16+00 - 0 RCP 17+00 - ���_t/ I �`- W.. 515 r ' . . . . HO VIEJO DRIVE p a� � I . . �-- S=0.20%Ld - . \ . i r i � RANC s=o.?o% S�0 oz� FL 398.90 - - 5=0.40% °D ; . . . sr �'�IN ki z .,.._ ._ - - .'_, -- -tr - t}RCH RD . l , -'4 V�tx. 1-IiOA{T N FG 399.32 ��',- o'�� TC 399. . . . . . TC 397.27 TC 397.43 r -••'� TC 397.59~ "^�.^4 TC 397.75 9 �' TC 98. `398.4 TC 398.4 9 -�; TC 39 .58 0� 9 7 399 0 d�' �O°' FL 399. , { a o . 96. L 96.9 FL 397.09 �-. FL 397.25 FL 397.41 FL 3 7i ; I FL 397.74" ^- FL 397 , .-'' FL 398.08 h°} FL 398.2' �°' C 39 08 - - 6Jri �b I I . �, . LL 398 -�q ' a FG 397.63 ' �98F %� . FG 397.47 FG 397.79 "- F_G 97 95 . FG 9 .11 t i . ,� F �- -- T. ( � . �`_'. I- r - . ' ��' ti r 1 , � TC 398.7& EC . .�'�' } IT. I- �{ {- -"`^ EXlS17N OVERHEAD POWER i °j "` j r.,�1 �' .2 I - :' �^ A,`� LINE AND ALL ASSOCIATED i i �� G`e� ��°0� g �� . TC 398.76 I FL 398.26 �A I S 1I . . . . I` I IMPROVEMENTS TO BE I L I I I" I I . . m I I I I I I I �� , g¢ t¢ �`� Et: 395.26>� I ,� : /_(:���'�iEMOVED �o �..� .y -' . ' I I o a I . .. A I A .. .. - . 4... . w - l:� I I A 1 I A 1I I 1 1 �a Iry i- I I �0 I I �� �2 I I tl . 1 44 I I z .. "Z n .- .g �� 8 7 6�¢� i o. 9AD: 4400 AD: 4002 AD: 40042 -- .88 1 45 1 r AD: 398.93 AD: 3990 ,� AD: 3992 -PAD 39941 PAD: 399 I 1 ! ', PAD: 399 I. I I o I 1 .40120 1 --� Q�. I I 1 I I I o ... -_ . .o . 80 ; � . + t ABANOONEo OIL WELL I I . . W DI R F �n;� y. gti: p D fid. `�.,� PAD: 39974 i DIESEL ABANDONED 01L WELL I. I I . • . ic C EG 399.50 . I : a r- M m _. -� -. G ".I } \ a: g• �a,• �� . Y- ''` .. a I I 1 I I I I EG 398.72FG 398.55 �/. �`'y°� �`�°' yt o�� o�� `cam qy� p ` . FG 399.&2 % ..�J I_ _ Li I I �--- -'-� 1 t3 '_ � 4/ . ' - - °' '- . . . �. I ` � �- `a ...' 1 I -..I i � I � f' e i = J � i v U'.." 400.39 I I � � ¢ U cYo � o �{ r�.-,� FG I LS 398.99 W FG 401.56 FG 400.5 F t . x FG 398.88 - . FG 399.04 RIA. TREE �,'�-- ---;: G 39 .20 FG 399.36 �� FPx� 400.10 . . . 399. �'t ° FG 400.22\ r-'^ , ' y , wq r q ( h %r �1 Fes-. ' a s s a 1 /e w �� oo �, n, o� �'` tF�4` b9- / �� FG 400.20 .. FL 397.89 � gam, ,'�`� o rn rn E- 3 EXISTING j Ei w o`� FG 9 6 T 398.39 4 LS 398.99 STRUCTURE TO 8 ° • �� c� i FG 399.91 ��o . B o =ul BE DEMOLISHED�1 �1 :�¢ R - ___lG`5o G 4 5 g TC 398.39 �o, o` AND REMOVED HOUSE BASiCET9ALL HOOP `�o� oy:' oL� �Q`.l c r li I f- if - I I FL 397.89 A . . . . 6 is D� og� _._ t � �,� SCALE: 1 "= 44' 0 . � . - - - - :2 T.c�Raol r °'`� 4 / -__'_rl - f ORCHARD . '��` �� s ABANDONED 0f!! WELL .. I I - . 4a' 0, 40 (� . 30' DIA Tt?�Eh F I . . . � . - . . �e . p '' r i EG 398.94 �V 5z - ___l F - - F - I r� �;') -�� I ! I I FG 399.56 I 1 I I . - I. .----' ^� qo �� I I I �'� A A I I I o I 42 I j -, .h I-- I I �. .. . . ° h �� I { i F; .399 ` ,� 1 �� I �4 1 �V I ,u I `t V + ' I AD: 40038 I ' 'o I �� �5 I ; IX23 4q AD: 3990 i I W I AD: 3993 I . AD: 399.53 1 • AD:3996 r PAD: 40014 I I . >m I 397.3 I : :39752 I I . P ° .39818 w�' w° I AD: 398. I :: PAD: 39921 I �! I I . ... PAD I � I I . I :± I I . 1 I i I' CB I 1 FL 397.52 ... = FL 397.52 CB I 3 QP, wow 1 ..._- --- `a��� ISTlNG ; ! 1 �� f Q p - I EXlS77NG I c%" I . STRUCTURE L '~• ` I I �_0 r"- -- EXISTING WATER . � I - / I ' . . ABANDONED 0!L wELc ) I I LEGEND STRUCTURE TO _ FG 3 7.29 I UNE TO BE I I BE DEMOLISHED �°� � BE DEMOLlS D � E; i• EG 399.19 1 Y G 396.06 I 'DRAINAGE ` t .. REMOVED \� o # FG 398.46 EG TC 398.0? TC 398.02 EC AND REMOVED ` --� t [�f REMO { I FL 397.52 0 L LSt t i/ I 97.4 (...� I v -) l� 3 8C BEGIN CURVE j R' II ; ' ! I -- --� MENi v ' �-' �� �; �oFG ! �' FG 398.07 F 98.23 1 FG 398.84 99.08 . BVC BEGIN VERTICAL CURVE TC 395. �o``, - °g Tai f FG 39 .47 396.27 , FG 396.88 - - - ` 1 - . PRC TC 7 07 o T 97.54 \ g°�' KGB T 398.18 25' 1 FG 98.65 �g ,o°' CB CATCH BASIN FL 3 5 °' ;,LEG 397.56 ''� ' e., PRC FL 397.68 TC 39E.64. 398.8 DI DROP INLET � k 7C 396.68 r : ; I }� 39 .03 T 397.59 EC GB TC $ TC 397.87 ' 398.03 T 4 BC �, 398.14 398 EC END CURVE A" a. _ f 396.99 °L Q` O��t,L FL 397.09 73 .2! FL 397.37 397.53 3 .3 RCP 7.92 - - �_ . �� .-SF rRpIN ff 396.18 C,G$- o ti d• - - - - -•- - . 1.X - 96.E - - - � EP EDGE of AD EMEN'C �" EVC END vEl�ncAt L - - 1- � • I fq` i 1 _ g�, \ 4pts � . ? i. � � �= ,*4,FG FlNISH GRADE Z .cart t�oti;�: _. i - S�OZ \ ;I 396.85 \ 209,' 1� FLOW UNE FOOTING . ` v~ .3.._ � � 7C 397.35 � CB s -D. - .0 5 �,a ��9, • A•-+-- S=0.30% . GB GRADE BREAK o°•' ..... o -a S=0.5!% ;; i S=0.20% 5 FIG 10+00 ao�w 1� tt. � 4 !8"iv ,,i-" f 12+00 13+00 GB FL 396.85 +00 2+Op 3+00 4+00 5+00 ��, 6+00 7+QO _ -� - i X01 , 78' 18'm CP i' .�:___�_- - -}--- - - _ _�T - I- UWDSCAPE A I �.� -} INV c �3 q°. -' -�" -... -i I - . {- F---"-- - - C 398.18 . . G . .. '' 3y7.34 GB TC 97 Ec,cB CLARO DE LUNA DRIVE VENEY( fj TC 39$.33 HEY.- . I� U A D E L MA D = n ! ' I - FL 396.84 .. Fz. 397.68 . R/W RIGHT OF WAY O �� -.F- 5 0.53% s` V. 6 I , ; 5,0,20% FL 397.09 •+--- S=0.20% FL 397.83 -:--- S=0.3d% SD STORM DRAIN p? 0 , ' 1A'ATE SDMH STORM DRAIN MANHOLE 0 STA STATION - - _ - '9.t S� / \ I - - - - - - -- - -- - - TC TOP OF CURB . . - -�i� - - - - 396.72 TC 396.99 . T X9730 TC 397.86 . TC 39802 1 TC 398.42 FL 397.9 7C 398.9c TB TOP OF DANK _ TC 395.44 TC 395 TC 396.30 TG EC,G& `10 ?��` F 397.90 `' FG 398.86' FG 399.10 TS "' FG 396.48 LL 396.49 FL 397.20. FL 397.36 FL 397 2 0 6 FL 398.!6 FL 398.4t TOE OF SLOPE FL 394.94 FL 3 .37 , 39 .30 FL 396.22 T 397.07 F 397.56 54o- q y FL 397.92 �� . 7 L- ? og S=0.0000 D(�Si1NG QEVAiIIN FOOT p� FOOT - . -•� PRC FL 396.57 - �. �� p ! . I TG C .. FG 39$.06 498 39 8 FG 398.6 - .o (000.00) . . . .cc ,, '�� L�F� FG 396.92 ORC 4 , - F 97 04 $C -- t°- -1 -i i �L"° �I I�:. -�, L'� i �o�' �.� s / -1 f°gam �"I�- _`I I._._. -[ (.' _..._1 f.T ���' _.-1 f--'. -- --� �--- ooa.00 PROPOSED EEIEEVAnoN o Q o� ��, O . o �. ° ( �°' cit G '" .. aul o Q L- �{ PROPOSED RETAINING WALL ,� . r,w � I ��'�? 1 '¢ X � I I I I .. 11 I I I I I I ~:'" PROPOSED SIDEWALK a Q1 b-; � I' I I I I 1 11 - a- z �,�,� I l 1 I M C�3 off•,, I I I �¢ y� I �9 A I I A 2Q I I 2� I I 22 I I 23 I I 24 25 .. END r_ z 0 . . .1 - �`wq 2� I 2Q I I I� I I �8 0 �7 �8 X04,1.1 . . 82 III AD: 3992 AD: 3993 AD: 399.5 AD• 3996 I . .399.9 P PAD: 40041 0 ' ,�UNcn. BOX j Z Q PAD: 397 i PAD: 397.8 :39 AD:398S PAD: 3990 (AD:39903 Q �w� I ( I I I I . - I i .. . . I I I I I�, I I w I I 11 I,. ,., q�, 4BL- :� E SEWER MANHOLE >. n a a I EXISTING o� l^ i' r ; ` °' 1 W ri a IRRIGATIDN DITCH ' y v �1. `Q`'1 �, y� o 00 . `1. •,'' RED �° 1- %� o� I I g ( I 11 og' a I 1 ,xo I I 4 STORM DRAIN MANHOEE cc s 1.0 0 0 F" . 1 I I I 4 °Q• I I °q' AND FlLLED , - q�' °' t�` �, I I meq`' o� Gs D` ��---€.?�k5�-... - K. - EXISTING, CONTOUR - L �;� t- b 1 �L , oc �.� �` � � L_ o'` L_ �� I-- 4 4� .._,_! 1. � ' L.._ �g c �1..-, ._.._! L .... - .. .. -. _ .PROPOSED .COUNTOUR ��' _ t ,' .1 '�' r° Q o f3 yjC1 O,d0. °i� w° oo °. �, , c _ . . . . . hq'i . qy' FG 400.10 �`� ��' �' ;p yg� �0, � L F.� FG 400.48 D �Q 461-1°` 5 FG 400.90 °�' QL°q FG 401.11 �o ��' q FG 401.42 pl aY DATE . FG 39 .b7 399.52 Lwo Q .y� FG 0. FG �¢ �o 1 1/01/06 `, .L FG 400.00 y `Z- F. - _ - ,106 . - Q P . . D t , ,• gid =T �. - . 11 ` v �L� IRRIGATION BUBBLER N8 '�'13"W 2645.88' ,�'` 4jro1 h,, gg'�9•, ,�*yl O gw'` °90 �,`, °•. O �� 060026 1 : ° �� t>' BRICK iNALL '! � Aryl - °o. '� ,� 10 _" w° o°' �o°' �°' yg �o°' o �°' �o° �� Q�` % q� FlLE NAME. L E �` oj°�` DLA u°O 5' BRICK 1UA4.L q t t. L �C, <c �. 4. 1. . . Q 7 . . . o Q ¢ �o �° Q o¢ . 5 060026• -MP --GRD ��,� '0 �;.0 o oGt END OF b' ow o° �Q ti oyoo� wo yg1i� . � .. �` l� wo1• �/ . '• o BRICK WALL D v`,°` �� > ` X00 `woo - i . . O° r� ' , gCAtE; N = . . �P o°L .ZQ ZQ �o�� .0<1 . . �. . 1 40 . CABLE GATE - SHEET NO.: • - • .. - 4 OF 10 . . . . _ .. .. . .. ..- :...._ .. .1-4Y.1 . . . . I.. . - ... i. . _ - , .W _.. . .. . S=0.29% 10+00 304' 18"0 RCP 11+00 JERA DEL SOL DRIVE EC, 54 I �I- 59 .'- I I &AMEMN I MOGNT A B C L W W 1 670 6 r - 1-1. ae two J31W ri osool�'ruo ralr • aoroN g aaraoanlrvrw wr m srAwmommummummme ' 599' 15-0 RCP ORCHARD v DRILL SITE ' CO .r 1 II -i I I (L END CURVE .. F,9-399.01 z x II 2' BENCH ._ __j L G 396.13 Ld.395.43 395.93 PAD k;�y: •;,;`��°�,,\\291 /\v ?RD ' RAN SECTION N -N ® 1.0% SLOPE. MIN. y V D/2 ws ..! TC 395.95 FL 395.45 FOOTING GRADE BREAK INVERT FG 396.1 I r TC .96 FLS 00.46 LANDSCAPE ,N�Ndll� S401.16 97.45: S=0.29% 10+00 304' 18"0 RCP 11+00 JERA DEL SOL DRIVE EC, 54 I �I- 59 .'- I I &AMEMN I MOGNT A B C L W W 1 670 6 r - 1-1. ae two J31W ri osool�'ruo ralr • aoroN g aaraoanlrvrw wr m srAwmommummummme ' 599' 15-0 RCP ORCHARD V v+�.7 1 n 1lL.FilV Vli .V.C`Il V L' S=0.20.1; ^.r ,RECORD �Ag'S r W. z 3I sinew o1+Aei DRILL SITE AWING T�A -i (L END CURVE .. F,9-399.01 z x 2' BENCH 1 EPC .. n PAD k;�y: •;,;`��°�,,\\291 /\v 2' BENCH ' RAN SECTION N -N ® 1.0% SLOPE. MIN. y V D/2 ws 5=0.20% --► FIG GB FOOTING GRADE BREAK INVERT I r TC .96 FLS 00.46 LANDSCAPE ,N�Ndll� S401.16 R/W SD RIGHT OF WAY STORM DRAIN �z N ^ SDMH STORM DRAIN MANHOLE I I Ld DRILL SITE 20 I . TiP1LIPAPAOR ? = 61 a 5. . AD: 26 'I'B V v+�.7 1 n 1lL.FilV Vli .V.C`Il V L' S=0.20.1; ^.r ,RECORD �Ag'S r W. z 3I DRILL SITE AWING DRILL SITE (L END CURVE .. F,9-399.01 z 5' z 2' BENCH 1 EPC .. n PAD k;�y: •;,;`��°�,,\\291 /\v 2' BENCH SIDEYARD SWALE SECTION N -N ® 1.0% SLOPE. MIN. SECTION M -M (M PAD ABM STREET) ws ws Cpl DRILL SITE DROP EC END CURVE .. F,9-399.01 z 2' BENCH 1 EPC .. n C 98.81 Li 0.v. 3+00 FINISH GRADE SECTION N -N {BE7WM "AACENT LOTS} FLOW LINE �j ws 5=0.20% --► FIG GB FOOTING GRADE BREAK INVERT I r TC .96 FLS 00.46 LANDSCAPE Li S401.16 R/W SD RIGHT OF WAY STORM DRAIN �z N ^ SDMH STORM DRAIN MANHOLE I I Ld DRILL SITE 20 I 1 ? = 61 a 5. . AD: 26 'I'B TOP OF BANK 1 �5' TS TOE OF SLOPE 0 o PAD SLOPE IN FOOT PER FOOT { 2BENCH ' (000.00) y t --. J l L SIDEYARD SWALE PROPOSED ELEVATION ' A 1.0% SLOPE. MIN. ggl Alf PROPOSED RETAINING WALL ' SECTION O -O PROPOSED SIDEWALK "AAD AWVB Smarr 40.1 NJ's . p 15 m 0 SCALE: I 44 40' 0' 40' . FG 399.39 .. TC 399.19 FL 398.69 .r.N LEGEND BEGIN CURVE y BVC BEGIN VERTICALCURVE CB CATCH BASIN O JUNCTION BOX - SEWER MANHOLE rcLw ® STORM DRAW MANHOLE ___'7&5' EXISTING CONTOUR PROPOSED COUNTOUR vAo ' F NOTE: PAD ELEVATIONS AS DESIGNATED IN THESE PLANS REPRESENTS A HINGE POINT ELEVATION, WHICH IS 32.5FT BEHIND TOP FACE OF CURB AND 2.5FT OUTSIDE OF FRONT YARD SETBACK. SEE SECTION L—L, TYPICAL ROUGH GRADE LOT DETAIL, SHEET 9 OF 10. DI DROP EC END CURVE .. F,9-399.01 z END CENT 1 EPC .. EDGE 0� C 98.81 FG FINISH GRADE 398.31 FL FLOW LINE 9.54 1 ' 8 FL 99.04 Ut. C >? fI FIG GB FOOTING GRADE BREAK INVERT I LS LANDSCAPE Ico o I R/W SD RIGHT OF WAY STORM DRAIN N ^ SDMH STORM DRAIN MANHOLE AD: 40131 # o STA : - STATIONTc ' OR a. '.04 TOP OF CURS i 'I'B TOP OF BANK TS TOE OF SLOPE S-0.0000 SLOPE IN FOOT PER FOOT (000.00) EXISTING ELEVATION - 000.04 PROPOSED ELEVATION ' PROPOSED RETAINING WALL ' w PROPOSED SIDEWALK O JUNCTION BOX - SEWER MANHOLE rcLw ® STORM DRAW MANHOLE ___'7&5' EXISTING CONTOUR PROPOSED COUNTOUR vAo ' F NOTE: PAD ELEVATIONS AS DESIGNATED IN THESE PLANS REPRESENTS A HINGE POINT ELEVATION, WHICH IS 32.5FT BEHIND TOP FACE OF CURB AND 2.5FT OUTSIDE OF FRONT YARD SETBACK. SEE SECTION L—L, TYPICAL ROUGH GRADE LOT DETAIL, SHEET 9 OF 10. U a Z W . z yJ. � . W U Lil wd LIJ � A O � ' c W) rn O U Q U � tb O Z p '1000 Z M N co O J- itLw m r C Z U 0 ul C m w �. 00 � p w Z Q IM Z O ttl z � s CL z W aV)g C9( Mz >.Zf- �Oav a- W a � �� C'3h- PLOT DATE - 11/01/06. JOB NO.: 060026 FILE NAME: - 0600261 -MP -GRD . SCALE: 1" c40` SHEET NO.: 7 OF 10 z 0 sa ' OR a. V w p m 0 U a Z W . z yJ. � . W U Lil wd LIJ � A O � ' c W) rn O U Q U � tb O Z p '1000 Z M N co O J- itLw m r C Z U 0 ul C m w �. 00 � p w Z Q IM Z O ttl z � s CL z W aV)g C9( Mz >.Zf- �Oav a- W a � �� C'3h- PLOT DATE - 11/01/06. JOB NO.: 060026 FILE NAME: - 0600261 -MP -GRD . SCALE: 1" c40` SHEET NO.: 7 OF 10 . SECTION THRU H -H . _ . NOT TO SaVE . . . . . . � . . . . . . . .- . . - . . : . . . - . . I . . . . . . - . . . . . . . . . . ���� - - - - - - - - ........ - � I . . . . . . . . . . � - . 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' �i r "��` h ? 1 L 1`' Q / ' / `. t '`i : ` r; ' ��/�' , • `• ` K`t`_ r� t _ �,� i F, -- �; ili r e • - a� { ",�f' yL' , - _ r 7 1 ^J \ 0, ti L '�1 1 to'1 QL Q p Q Q �'� �! ,� '� �.. Q4' `� L . c, �N . _ --�- `°• 17�� , •S -` 'S - . �a t'i ` p43 ` ix 1 • Q a, _ <c. .- _ --, F -- G - - ..•.�;,g,,.. :� ,h: - '� -- r �f ,//y__ ^ ,') �- 1.:. tOy `�� •1 Q`� .��,�'•+ Q��.nc• 2644.55' ql. y'� Q- '� Q�'t...�{,o.�_ '��. .._.....�....._ Q o'er... .. Q �g'1l , �• -,.L°' `�:�.. 'y° -• '1 --``_E-- "J ' - -`a - - `� •: i '.. !! \ Q YQ .Q ,0 r<'. r ' �. Q l' p (, - _ - 4�!j ' - - _ _ �4a -7� =0,6 ii- '1 -- I .; t _ _ �C g� ro !�,l? !amu : Gy \',\-'�.w 'f3• • 4.s `� l `C� �t`.�._ :�' tiw:.. ___ - "-\� Co. ..-- ___ - - ._•_ - _-IL- - - __ r ••'3E•+, - -- /\ �-, _.__.------';,J'C' -' ',i'/,;,. -.�,_ r�L. Q_-_ ?' - _ \\�J --t, w : k-rh'_ L 5 , - o - ,.; . 1 , _ �/ /- r - v - �, -_ .� 396.81'- a r 7.14 P p� i,at ` = .- . s 'tom _- :ate- - ��? -.. _ _... -... _ _ . _ ---- - , --- � �, 3 0�,- L r 3s .go• - %a te _ _.-_- - -- � --- _._w _.._ r -- -- _ : _ Xl� , _ rc _.... - t -- � r, 1 , , - _ - _. - �;, - ��--. _ . :•,:.. . t 366 - __ - r�-- 0.1 _ 1-a. _6� w _ --3 _ -= Qter• ! r, t ,_....� .!t - \ _ `VV _ -- -- - -__ - - - b, �' r liZ, *1r9 , f r` / - - - - ^l a- . \ y. `; � - - : 496. - T- - r :7 92 �- ti• �•. -•4� rc /� .,:, 1 -f --- t- - 397.2% o, o 'S TLE LINE {PAC 6Et } Q oc " tl . , . v' y. a 'TC 9�- 1 �b rC T 7.39 UG E Q 7.25 a :..-.� ---- , t �•< : Cs.. - - o'TG`_30.44 L 7W ?�• � �~ 'Y ) EC -BC [� 4r F =39 FL 397.42 4� ._. ' ^ ./� r r , J ! - ?'r, •' ;/\ "`•}.: �X' .,.,. - yi y�r - rf 4) �i Qj '�j U YR -Q e `2' - •r -J.. , I ��- t, :0 396.13 ---_ - I FZ 396.77 96 M 0 - -- - i ,7 - C., 4r art ;�. FL 395.94 4• FL S 2fr�.,aa==- - _ �F - y =_ Ci:..._:�. . { r of `ti r !'- .T- _ ... �„- . _. .-.. 0 - ----- _..�. .- �-r ---� -.. - . r v �.. -. - - O _ GAS,fir C. - Vis-•: � . !:L . ,_ ___ _ / - - - -_ o• , �. ! ..� ,ems= ' -� C 4, � � .....__._..� _.. .........- .,-.... � �- ._.�.- ;•�'� --'a- -- -o� - -- - , (U > - �- _ - _ -� o - cf : . 1 1 °' ''moi D' \ � _.__.. . o:._�_. - _ _ - - '- - - -- - - - - - - ' - - _ •i'' -- - .. -'r. _-�_...._- - . ___- r .. _' ^r•- - _-' -.t._._._.._._,-._,.-.__,...._.....�.... _.....�.._..-..,.-"�SY' `""" _.-....._.. e� �. r -- - _ _ - - - - - - /� >+ '''t=' - t 1r" i C • _ - ____ L _ _ .._ r - .. - � h `�' - ______5T_1_'___ n.�..- - - �� ,IL C �8 EC TC � w ,�pti CHEVRON OtL Q ,F __,,...:____ SECTION THRU J -J nor ro MU . NUIL: PAD ELEVATIONS AS DESIGNATED IN THESE PLANS REPRESENTS HINGE. POINT ELEVATION, WHICH IS 32.5FT BEHIND TOP FACE OF . CURB AND 2.5FT OUTSIDE E LST DETAIL, SHEET 9YARD C OF K. �E. SECTION • L -L, TYPICAL ROUGH GRAD . I, .\2!tit)J�. �\ n"`a/'�^y-�. ,_ ,< Jl - __ ,`J --_0 .r r IMUN' .» 7- s..r,� �.: ".' Gt' �- r3• - - _ _ _�.c - �/. f ` < } -,.._ _......._._...__.....--.._ r..._ -......_.. _< - u . � _ _...-.._ ' O? - ' _ _.. _ +.••.--.sem » -. -. Mme.-_-._._ __ - -.. __ _ �__�• n -._,-^'-r__.. _ _ FT 6.14 r, a n. s �c �,q (�,/ [_59 _ _. 9'152- __ _ _ �. L _.-,.F-... - f: a ' >-_ �.. :...r .:< _. _ .. __.. - - - - ; - -3 . . 7S 398:64 c i . .>. / - _ ... a _ - _ - _..._ . _ _ __ _ . - Q� l \ 8:48^ oy C --- cC I �� �, :_ ... _. - : �:�:,-. ,:.,...._.... ter_. __ - - -- L _ ao LS 398.20' _ 32 _ LAS 39 . ._� _ �� FGA 397.08` . . - . .; : k c . h FG 397.71 a --...._ _ - Q LS�38_ - • . .. . 4��``�of; : '�0 39T82 �- FG 397.53-�� �1 FG 393-� SSP -� et ,�� LS 397.90 F 396.51 Z, �r -- .. . : ter. ��;• Cgs c-•_ 'p , . p o, �z ��• ga• 5 --. :q: - FG 398.13 Lam' c,2 FG 398.29 0: FG r FG 396.76 97 97 - -1 I ,i (}rte ,gc;_ - -' � g� - `L�' ` �' ~-- �_ _ _ �- - - �'�� vs 398.88 �Q4, LkG 3 o� +�-3 . . . . °� '[, t; ��'L l FG"397 9.1- J.- J ___.... -._�.._..._ C' _..._.._ ..� � moo_ .- C% ._ _ ..._. _ ..._ _ --p 396.v:, Ir..� �! EXIST? NA oA I `' • '�•o" - . _ r. ?, c ..� _.__ �k -EXISTING CANAL �� G 3J7.64 NG CA � . . ��' ► ` t '� /'' `, _ r0 BE REMOVED EXlS71NG OVERHEAD . POWERR EC rC 396.84 w F . L ��! • s ` > 'g6 ��� TC 396.20' f', �' r I - � I l I . WD ALL TSSOCIAI tLINEh(PROVEMENT5 r0 8ED l FL 396 09 ! W LS 39� 25 I r0 BE REMOVED I {_ _ a -ita �;ti ! pp`a ! FL 395.70 FG 396 cJAI . h I f i ] REMOVED OR RELOCATED �? ITC 396.84 ECj ,.44L ` . 1 I t I. I I 1 LS 397.25 j N !. FL 96.34 . 29'I 30� j .. � z! 1 -( 22 23 24 5. I I N . 27 e_! Q . , � ECJILON . . 21 PAD: 39729 PAD: 397.10 AD: g( . ! � PAD: 3967 ! I AD: � PAD: 397.11 PAD: I PAD: 3 . ! a' �� LINE • 397.6 I I t I I I �, I I - j PAD: 396 I z I. I I I I .. s- . I a ; i j ; j f I N PAD. I l p : 397.22 13" I . I . .3037.49-I �j . ' . . . . n o .. . . !! i. I ' H I I I i I I I'� I- ! ITC 395. BC .' I I `�° . go�°�` v I a 00.. f : ; , ��� . ! ;°ti '.� �` F 395.99 '�' ��' °'� J L . . . . . 396. p�O' L b� o` BC TC 395.6 - W FL 395. ? 2 o C�` I � .. 396.34 ! fi �5' . �°�•h°'so ! - S 396.80 FG r� \ z` C'L L'c' J L, g'-,1 f..� FL 395 ►�, I 1 o t J L .� TC 395.30 FG 395.81 395.97 FG 396.13 ? .�� o' ! FG 396.37 C,`��r ' F 5.2 rC 395. r••r EC F 95.65 - . m .9 ���%( " �`� �Q�. X FG 395.80 FG 395.6 FL 394.55 B EC 4, �� C el '%. , - 4 TC 395.06 FG 39 .59 �t FG 395.52 p rC 395.2 l rC 395.45 rC 395:61 - TC 395.77 - rC 395.93 o N ;}Q` s ! r 3 5. t TC 5.60 `�.'� +a. ._ - -- -- a " + I �, s . 8% ..,GB FL 395.10 FL 394.92 FL 9 .74 - - - - L 395.43 �j I • i ! 5 0.2 �� FL 395.29 1.- - - _. ... . _ - . - - �.' o V I !k a I I - id MA Nt�� ! � N� o . . I I I i .01 S - , s ' : i TC 39 . 7 ` . a-�--8-0.319 . . ;o a CB ".-- .. 9+00 10+00 a. FL 394.80 S=0.20 OR�HattC N 7 E00 8+00 1 ! I `i k p o - _.,_ 5+00 ._ ..�--- -- - --i- L d - . 1. ! .a 1 ! PRC FL 395.37 S=0.20% ---� N 6+00 ! . I •�1) s �,� 9.b' 1 00 flRCFiAhI) 2+00 3+00 4+00 - - -- j--- -- - ---i =- - -i- `-' I { _ I i------ as I t= I a`f I + _ - ;-_ - - +- - �= - { - - �` -I RCP "� RCP URT 599' ?8 m- RCP. M ��;, v' , s ^,' �� -� _ �. 37' 18 RCP 113' 18 0 7C 395.15 37' to PRAD DEL REY C 4 01 q v+i ;; ' : ii FL 396:65 Gs PRADO DEL REY` COURT - ' s, �°% -----S=0.20% FL 364.65-•--s=o.2o9� - �j a ¢ a •;� .. ; '_ > r . ! s j �$ �S=0.20% ----•- err ay N _ .,� 1. - - � 9 °D a0 x R .a ` !> -- -- ' I 5 - - _ -��i___.� - - - ��r > 9 TC 395.22 �`� rC 395.3? TC 395.47 - 9 . C 95.79 - TC 395.95 a ,� ca o ., s ,,� ! I { a' sl_ .�''' r 395.79 C 395.68 - rC 395.52 X 7C 395.36 rC 354 7 ` 395. _ "' �' tD "' �" 394.86 BC 4. g`o' FL 394.81 FL 94.9 FL 395.13 FL 95.29. ,C .1 ci m t .', .� ; I ; ,�-� g EC,GB ro FL 395.18 L 395.02 !Z ? �� p g FG 396.15 o a ¢ w w ! TC 95.00 FG 395.35 .. FG 395.2 9 7 G 5 at ut oar w FL 96.54. :,,� A. r c tx c \ o� FL 395.29 _ LU `, ! s oo' �o' TC 395.77 TC 395. FG 395.72 F 9 6 G°'95.43 Q FL 394.50 ' j "F FE: 1 44 �• i : -�- I c� CB a PRC FG 395.88 SCALE: . 4 yam) , 4 ' # �Q FL 395.27 - FL 395.37 _ m� ra ; rc 395.87 f--- --! �` _`-1 1..._ ----! f-- ---I rC 64.84 Ec ^ i (�' - ,0= I to• E FL 394.34 . . i s L� i I 11a ! \FL 395.37 EC TC 394.85 I I I I I FG 396.10 9 - I - ,/ ''��} f10 �._�__. 4C a' 44 I ;2 I t - I I I I I I .. I! o ! I I I I . I----.' I__ . _ . I t I i Q .y� ! TC 396.02 I L - N� ! I 4a A A 38 3�� . �) 395.52 I I I ! I I 4� _ 39 I . ! 2n I A l l A I I 7 �6 ! 42 I I PAD: 3 I AD: PAD: - -� ;.. �9 18 't I bg`' ! ; ; ��� �'' o PAD: 397.8 AD: 3968 ( { AD: 396 P 3 . i I PAD: ��7 PAD: �s AD: 3 I !. 7. 397.3• � . 397.x-6 C 397.6 I . � . co m I I p I I I.. I I I Z II I � II I I I . a o� ? ``\Q EXlSPNG OVERHEAD POWER % - .. �� 397.7 7. oICA yR' LINE AND ALL ASSOCIATED 397.56 , j I I I. I - a a Q1g .. ! Ni ! _ I + j IMPROVEMENTS r0 8E I I I I I I I . - ! I . ! I REMOVED OR RELOCATED C C -1 L,/�J �� ..._I --� LEGEND . ': . { p : Li J _! L.. _.__ �� --1 �--- FG 96.4 ( it . ! , o ,\t F 9 . y� g`� '• L • BEGIN CURVE g� o ! L.% BC J:• ;�`v I .�a �e+ �� B ,dor°' LS 39522 ? LS 395.22EQ 39&6O . a1 FG 396.77 �/ ' 396.92. B FG 397.08 FG 397.31 FG 97.54 �� B\� BEGIN VERTiCAI. CURVE ., • ��° . ( u,� ��, rG 396.2?� FG 396.97 v` 9 6� CATCH BASIN F : FL 395.7? FG 397.35 FG 397, i3 p�� f CB DROP INLET D! o�� t,X C </r2 QC c� w p r EVC END SCA!- CURVE mom W oh ' : ! I �C - h1 �C 94. . B . . EP EDGE OF PAVEMENT �' . 396.79 r - - - [_. F - - I ry ! i �o�. B FL 394.2 z FL 394.11 FG FLOW UNE . . . .. Z . . I I . FG 395.81 pL� . . I ! --!4' ! - . . . . . I - ! . I " iIo S 367.1 ? �C ""� �! ' . FTG FOOTING I I I , i ! r !� . ! r ! Q ! I _ - . . . GB INVERT BREAK .1 i t� �,-'� !NV UWDSCAPE ! , i �' I I I I I I j� I' I I I ORCHARD - I I RIGHT OF WAY ' . I ��' I ; , I I I . .... I I .. W . . ,' I I . ' I .. . .g! . c �. � � I I I � I SD STORM DRAIN o .. I II CHD 43 I I �'44 i 45 I 45 47 I 48 I I STAR STORM STAIIONDRAIN MANHOLE. . ... 4 A N I Ce)r _.12�I �4 i I . PAD: 39 I I PAD: TC TOP flF CURB Q` I 4Qt i I EQ I I �� .�, _ ' . 1 x . .38. AD: XAD: 3�� AD: � I g ! I AD: AD: ~ � � TOP OF BANK � . . - ! I E' I ��I I I I I I! �. 393.89 ..I. I 7.. I 7.7 I I I I_ _ TB TOE OF SLOPE I ! _ yo ! PAD: I I 7. 7.2 7. i Q'+ ! I /'� 1 . x1 TC 395.69 ,\r?`� S�O.o0O0 SLOPE IN FOOT PER FOOT Q FZ 3 6.94! . I .� o' I I '�. 1393.89 I �� r 94. Ec I E tio1 I I FL 395.19 c���� _ ppp Op, PROPOSED EIEVA ATION .. Q ��. o I I I I ,sem I GBFL h FL 39 :88 0,'�L L`� L J z ��� ± 1 aw 1 FG 395.43 `6' �"N % 3 _..! - -� s ti-- �Z I - I I j '' ,Q I/ CTC 395 3 -j (,- -.{ L--- - �--- �` ' 94.9 75 G 3�5`? FG 39"8 FG S.bif- FG 395.82 FG 396.06 ' Fs PROPOSED RETAINING WALL ..� o X� i \ PR FL 394.73 G 9 .22 FG 395.06 FG 394.90 GSC TC 3 �% TC 394 BC - .. . TC 396.69 - _ r1 FL 393.89 25' 15' FL 394.25 Ft 395.26 I rC 394.96 TC 395.?8 rC 395.40 TC 395.86 rC -; ; PROPOS® SIDEWALK 13 TC 395.65 g . . I i ; TC 395.15 EC GB a 394.52 RCP RCP , - r - - - - - - 85. i 5 ® FL4RED END f- Z . ca r; ao (� (fl .I b% may- FL 394.65 ' ,� - - FL 94.36 - FL 394.20 - - . W �� i Z 1 , . , ,p,2 0; - - . . ,,%� . . . 0 JUNCTION BOX - o M 0 € . I i rs . ,�`'' ! / 5 ' �C�'S� 1 � i S � -- S=0.28.E r 9 • SEWER MANHOLE - o %" z S Z .... .lo I i LS 397.44 0.2 ,0,5 le • V .�?� ; �; 1 ! / r 39 . GB 9� S=0.20 --0 rC 394.55 5' r` ORC7Htoa 9+ FL 395.38 10+00 • . o �a� i I ypb FL 395.0? . ¢+00 BC 43' 18"0 RCS 0 6+00 - - - 404' 24'fa RCP $+00 - 2 W C) l S 1+00 2+00 3 00 FL 394.05 l --- -- -I . p S1 ORM DRAIN MANHOLE o " +.y + .; - - - + - - I I ------- - --I-- - ------ ---+- -- ---_ -- I - RIVIERA' EL ;�, ;��_ ptISI1NG CONTOUR - s L'3 t -r 1ammilwo '[` cu ,tcu 6o s :I sL �-- - _`}"'�----F-- �•--. f.... / rG 95.65 + .� --t. , v � b ..---- S=0.28X . EC FL 395.15 .. 15 � e? ` � . . t � � FG 395.71 RIVIERA DEL SOL DRIVE . iiiiiiiiiiiiii_ 5�0-------- PROPOSED COUNTOUR VY PI cno PLOT DATE s=D.2o� ---� _ �39 ,s, 366. i 1/0�/06 °0 FG 395.62yl . ! FL 397:?41 '�, o , I , �s ano S, '- - - -- �='` - TC 394.69 - rC 394.56 TC 39_.00 rC 395.22 TC 5.44 FG 395.84 F 1 FL 395.60 J08 NO.: . F' '� ! 02 rC 395.1 TC 395.01 `TC' 39.4.85 � � FL 394.04 f FL 394.72 FL 4.94 . �,. 8g ,� -=.. TC 394.78 394.50 ! o 'ate' ° ---"r FL 394.65 EC�GB }1 394.51 F�FG�3 .35 �-• 1 ` 94.1 CB 1 FL 394.06 4. 8 \FG 394.98 0 Iiiiiiiiiiiiiiiiiiii���� �^ 060026 z '1 i i I k f FG 395.20 1 c FILE NAME' . I ;°� �I p0• �, FG 395.2) 95.05 rG•,394.89 G'394.76 ' nft J-•'"pRC C 395 2 .-- r- ._ _��� �w 060026 -MP -GRD . . _e pA. I i , ` ! - "` AFL 394.73 �irr' .. . . . SCAI_� 1«=40' i, . SEE S H E E T SHEET NO.: . .. . . .. ATCHLIN .. . . -. 8aI=