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2004-9262 G (Plans)GRADING NOTES �AWZAIVAW, _L1 -Ir-,gd TWA-Mopra 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, `.mil tl i..il11 tJ 1 Ll it V -7 -V 3J1 tl 1 L /l.Jl t J 1 \ t 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GEOLOGIST HAS BEEN 0 WILL BE RETAINED TO SUPERVISE SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE VITY AND ADVISE OF THE COMPACTION RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. AND STABILITY OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXISTING EDGE OF PAVEMENT - .... -- CENTERLINE - STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY EXISTING WATER MAIN EQUESTF R INSPECTION. � � � EXISTING SEWER MAIN RELATIVE TO CONS TRUCTIONACTIVITIES 1. THE STEEPEST EA 2. THE OILS REPORT TITLED "GEOTECHNICAL INVESTIGATION FARBER 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES LIMITS OF GRADING (EXCLUDING ANY SUBDIVISION, ENCINITAS CALIFORNIA" PREPARED BY GEO ECHNICS - AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT 2. THE MAXIMUM VEfi PROPOSED RIP RAP ENERGY DISSIPATOR D -40 INCORPORA ED DATED MARCH 25, 2003, AS WELL AS UPDATE CETTEH, UA?ED MARC E CONSIDERED AS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT PARTS OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ON THESE PLANS, HOWEVER: WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 3. A•) ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO AVERAGE DE OF CUT PROPOSED STORM E CONTAINED IN SAID REPORT. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. PROPOSED 12'X12 �� AIN PER NOS OR EQUAL p AaD�dr�c.AL IdVFST�frATiO1J If A66 V4TIO NOY�16gC t 2011 LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S B.) AVERAGE DE 3. APPROVAL OF 'PRESS 13CX1a5 ?T'wr 'C"ONSTITUTE APPROVAL OF RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONSTRUCTION SITE ACCESS OF FILL SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR l' CONCRETE BROW DITCH IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES HATCHED AREA REPRESENTS LANDSCAPED AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE �- APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN COMMENCEMENT OF WORK: EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL CONJUNCTION WITH IMPROVEMENT PLANS. INCLUDE MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL OWNER'S CERT /PLSING 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE A. SEWERS - CSD 422 -4133 - DIG ALERT GRADING. CONSTRUCTION VEHICLES B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT IT IS AGREED THAT FIEL 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED THESE PLANS. TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. C. WATER - SDWD 422 -4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. IT IS FURTHER AGREED T REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT REGISTERED CIVIL ENGINI ADDITIONS TO THESE PLA 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR E. CABLE TV - COX (800) 422 -4133 - DIG ALERT EROSION CONTROL ARE NECESSARY FOR AND BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- THE IMPROVEMENTS. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED OR A LICENSED LAND SURVEYOR. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING AD iL NOTES: STING SLOPE IN THE GRADED AREA IS 50% XISTING MAN MADE SLOPES). ICAL DEPTH OF CUT IS 3 FT AND THE MAXIMUM OF FILL IS 5 FT TH = VOLUME OF CUT (C.F.) = 2.0' AREA OF CUT (S.F.) TH = VOLUME OF FILL (C.F.) = 1.65' AREA OF FILL (S. F.) um CONDITIONS MAY REQUIRE CHANGES TO T THE OWNER (DEVELOPER) SHALL HAVE A 3 MAKE SUCH CHANGES, ALTERATIONS OR WHICH THE CITY ENGINEER DETERMINES SIRABLE FOR THE PROPER COMPLETION OF FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REGULATIONS. REJECTION AND REMOVAL. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CONDUCTED BETWEENRTHE HOURSAOF 5: 30AP. M. SANDL7:30 A.M. SOILS ENGINEER'S CERTIFICATE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE CURTIS DEVELOPMENT VENTL CORf PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ATTN., JAMES BASIGER I,14A0RIC>E AMEWDW..A600EA REGISTERED CIVIL ENGINEER IN THE STATE OF OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 40925 COUNTY CENTER DR. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL UNNECESSARILY, THEY HELP DECREASE EROSION. TEMECULA, CA 92591 MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION (951) 296 -1101 PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING DIRECTION BETWEEN THE DATES AND ONE COMPLETE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO ADVANCE BY CALLING (760) 633 - 2770. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SHIELD AND BIND THE SOIL. ENGINEER, FURTHERMORE, I PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE GRADING ACTIVITIES ARE COMPLETE. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE BEEN INCO(J9A THE GRADING PLANS AND SPECIFICATIONS. CITY ENGINEER FOR THE PROPOSED HAUL ROUTE, THE DEVELOPER WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SIGNED. i/ 5 CITY ENGINEER MAY IMPOSE REGARDING THE HAULING RCE NO.: oZ�I oZ ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING EXP. DATE. G-10-0(c AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL u RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE FOR ALL FUEL STORED ON -SITE. o PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9262 -G GEOTECHNICS INCORPORTATED 6 3o -Ofo HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 9245 ACTIVITY ROAD, SUITE 103 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SAN DIEGO, CA 92126 STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER w DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES PROJECT NO. 0822- 001 -00 FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED u SUCH GRADING OPERATIONS. DOCUMENT NO. 03 -0195 WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT a =:. 858- 536 -1000 BARRIER AROUND THE PERIMETER AT ALL TIMES. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT TRAINING AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL NPDES STA TEMENT/ SPECIAL NOTE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS SUITABILITY ANY FILL MATERIAL. UPON COMPLETION OF WDID NO: 9 37C333868 STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES GRADING OPERATIONS IONS HE SHALL STATE THAT OBSERVATIONS AND SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS CONSTRUCCTED TED IN ACCORDANCE WITH THE APPROVER GRADING PLANS IN HIS N ALL EMBANKMENTS AND EXCAVATIONS WERE STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 -DWG ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR (N.P.D.E.S. GERNERAL PERMIT NO. CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH WASTE MANAGEMENT THEIR INTENDED USE. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE _ DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE NOTICE OF INTENT (NO2) WILL BE FILED WITH THE SWRCB. A COPY OF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. _ SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED,- OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWINF THE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STATEMENT OF l INSTALLED. ENCINITAS WHEN RECEIVED. STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT THE UNDERSIGNED ENGINEER IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND SHALL COMPLY WITH THE GE T R PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9267 -G, COVERED WITH TARPS IN ORDER O AVOID RAIN CONTACT WITH ANY TRASH FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ENGINEEER'S TRADE OR PRDI SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AND BY SWRCB ORDER NO. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS MATERIAL. PERFORMED HEREIN SHALL B THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE REQUIRED BY THE CITY OF SECTION C.7 OF SWRCB ORDER NO. 99 -O8 -DWG. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS, SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL � REVIEW PERFOMED BY THE L VEHICLE FLUIDS, BROKEN ASPHALT AN CONCRETE, WOOD, AND CLEARED AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM FOR THE PLANS PREPARED E NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN ENCINITAS OF THE TECHINIi A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMU-' -,OF 90 WITH AND IMPLEMENT REQUIREMENTS OUTLINE WITHIN THE CALIFORNIA TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR AND IT THEREFORE DOES NC PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBIL17W TO COASTAL COMMISSION COASTAL PERML.T NO. OO -251 INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS OR DESIGN OF IMPROVEMENT PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND HOLD HARMLESS THE C1 ACCORDANCE WITH SPECIFICATIONS. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 - 4151. FROM PROPERTY DAMAGE OR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND ERRORS, OR OMISSIONS OF i 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH � WITHIN THE COURSE AND SC GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS BY.' RECYCLING RECEPTACLES AROUND THE SITE. SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS � -�^ DATE: � 2.� ° o ✓ _ THE WORK PERFORMED BY Th SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE CINITAS BRACERO VENTURES, LLC PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE SURFACES. BY: LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED WAYNE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, OF. THE TOE AND TOP OF ALL SLOPES SHALL 8E ROUNDED IN CA ACCORDANCE WITH THE GRADING ORDINANCE. AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL �� THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL i SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF c- ®1rI�IE * C 'Ef.- `Ifickrir fve Los �-?, L,� RCE No. 29577 THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT �� � 7 & _ HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE �. �e! Lm '�pscD LARGT a�1TE2(.µ''�^" ('��/1 FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF I /fy� 3� ^ cIZET cro TE R. DEBRIS FILL'SHALL BE SECURED FROM THE SOILS ENGINEER AND _ CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ( $L'pT .4 k*`TIC -0 �A7f 535 N. COAST HIGHWAY 101 NETS 'P0wnr TjZ4 W,LLG SOLANA BEACH CA, 92074 14880 W. 81<99MMO PIE $930 Ukw 1R. NF- VoLlwa PE 1006 LANDSCAPING ( SAN ' DIE&O, CAf a21Z, -1 ��$ 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE Fix? 172--m-l's �" LLC C/0 DA TE TION SUITE 100 m c-1 0 Blvd. T I� PHONE: (760) 633 -2770. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PROPOSED SETBACKS GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GEOLOGIST HAS BEEN 0 WILL BE RETAINED TO SUPERVISE SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR OVER ALL GRADING ACT VITY AND ADVISE OF THE COMPACTION RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. AND STABILITY OF THE SITE. FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REGULATIONS. REJECTION AND REMOVAL. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CONDUCTED BETWEENRTHE HOURSAOF 5: 30AP. M. SANDL7:30 A.M. SOILS ENGINEER'S CERTIFICATE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE CURTIS DEVELOPMENT VENTL CORf PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ATTN., JAMES BASIGER I,14A0RIC>E AMEWDW..A600EA REGISTERED CIVIL ENGINEER IN THE STATE OF OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 40925 COUNTY CENTER DR. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL UNNECESSARILY, THEY HELP DECREASE EROSION. TEMECULA, CA 92591 MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION (951) 296 -1101 PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING DIRECTION BETWEEN THE DATES AND ONE COMPLETE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO ADVANCE BY CALLING (760) 633 - 2770. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SHIELD AND BIND THE SOIL. ENGINEER, FURTHERMORE, I PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE GRADING ACTIVITIES ARE COMPLETE. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE BEEN INCO(J9A THE GRADING PLANS AND SPECIFICATIONS. CITY ENGINEER FOR THE PROPOSED HAUL ROUTE, THE DEVELOPER WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SIGNED. i/ 5 CITY ENGINEER MAY IMPOSE REGARDING THE HAULING RCE NO.: oZ�I oZ ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING EXP. DATE. G-10-0(c AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL u RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE FOR ALL FUEL STORED ON -SITE. o PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9262 -G GEOTECHNICS INCORPORTATED 6 3o -Ofo HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 9245 ACTIVITY ROAD, SUITE 103 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SAN DIEGO, CA 92126 STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER w DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES PROJECT NO. 0822- 001 -00 FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED u SUCH GRADING OPERATIONS. DOCUMENT NO. 03 -0195 WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT a =:. 858- 536 -1000 BARRIER AROUND THE PERIMETER AT ALL TIMES. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT TRAINING AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL NPDES STA TEMENT/ SPECIAL NOTE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS SUITABILITY ANY FILL MATERIAL. UPON COMPLETION OF WDID NO: 9 37C333868 STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES GRADING OPERATIONS IONS HE SHALL STATE THAT OBSERVATIONS AND SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS CONSTRUCCTED TED IN ACCORDANCE WITH THE APPROVER GRADING PLANS IN HIS N ALL EMBANKMENTS AND EXCAVATIONS WERE STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 -DWG ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR (N.P.D.E.S. GERNERAL PERMIT NO. CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH WASTE MANAGEMENT THEIR INTENDED USE. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE _ DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE NOTICE OF INTENT (NO2) WILL BE FILED WITH THE SWRCB. A COPY OF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. _ SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED,- OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWINF THE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STATEMENT OF l INSTALLED. ENCINITAS WHEN RECEIVED. STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT THE UNDERSIGNED ENGINEER IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND SHALL COMPLY WITH THE GE T R PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9267 -G, COVERED WITH TARPS IN ORDER O AVOID RAIN CONTACT WITH ANY TRASH FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ENGINEEER'S TRADE OR PRDI SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AND BY SWRCB ORDER NO. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS MATERIAL. PERFORMED HEREIN SHALL B THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE REQUIRED BY THE CITY OF SECTION C.7 OF SWRCB ORDER NO. 99 -O8 -DWG. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS, SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL � REVIEW PERFOMED BY THE L VEHICLE FLUIDS, BROKEN ASPHALT AN CONCRETE, WOOD, AND CLEARED AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM FOR THE PLANS PREPARED E NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN ENCINITAS OF THE TECHINIi A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMU-' -,OF 90 WITH AND IMPLEMENT REQUIREMENTS OUTLINE WITHIN THE CALIFORNIA TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR AND IT THEREFORE DOES NC PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBIL17W TO COASTAL COMMISSION COASTAL PERML.T NO. OO -251 INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS OR DESIGN OF IMPROVEMENT PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND HOLD HARMLESS THE C1 ACCORDANCE WITH SPECIFICATIONS. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 - 4151. FROM PROPERTY DAMAGE OR POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND ERRORS, OR OMISSIONS OF i 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH � WITHIN THE COURSE AND SC GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS BY.' RECYCLING RECEPTACLES AROUND THE SITE. SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS � -�^ DATE: � 2.� ° o ✓ _ THE WORK PERFORMED BY Th SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE CINITAS BRACERO VENTURES, LLC PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE SURFACES. BY: LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED WAYNE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, OF. THE TOE AND TOP OF ALL SLOPES SHALL 8E ROUNDED IN CA ACCORDANCE WITH THE GRADING ORDINANCE. AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL �� THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL i SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF c- ®1rI�IE * C 'Ef.- `Ifickrir fve Los �-?, L,� RCE No. 29577 THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT �� � 7 & _ HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE �. �e! Lm '�pscD LARGT a�1TE2(.µ''�^" ('��/1 FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF I /fy� 3� ^ cIZET cro TE R. DEBRIS FILL'SHALL BE SECURED FROM THE SOILS ENGINEER AND _ CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ( $L'pT .4 k*`TIC -0 �A7f 535 N. COAST HIGHWAY 101 NETS 'P0wnr TjZ4 W,LLG SOLANA BEACH CA, 92074 14880 W. 81<99MMO PIE $930 Ukw 1R. NF- VoLlwa PE 1006 LANDSCAPING ( SAN ' DIE&O, CAf a21Z, -1 ��$ 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE Fix? 172--m-l's �" LLC C/0 DA TE TION SUITE 100 m c-1 0 Blvd. T I� Melba Rd 1 I w SITE P LEGAL DESCRIPTION A PORTION OF THE NORTHEAST QUARTER OF 'THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 13, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA , ACCORDING TO THE OFFICIAL PLAT THEREOF,' TOGETHER WITH A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A.P.N. : 258 - 370 -52 SITE ADDRESS 840 BRACERO ROAD ENCINTAS, CA. 92024 OWNER/PERMITTEE ENCINITAS BRACERO VENTURES, LLC C /��,q, 1NtJ IpiNT� �>LAGE1�' CURTIS DEVELOPMENT CORPORATION ATTN: JAMES BASIGER *960 w. LTmwo re 41 z10 40925 COUNTY CENTER DRIVE SUITE 100 ( f *IJ W401 CA• VI Z7 TEMECULA, CA 92591 (951) 296 - 1101 (- J VI MTY MAP (T.B.#1147 -E 7) NTS NGINEER OF WORK AGREES THAT THE WORK PERFORMED BY THE ENGINEER IERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ESSION. THE ENGINEER FURTHER AGREES THAT THE WORK IN ACCORDANCE WITH THE RULES AND REGULATIONS :NCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR .TY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF AL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY Y OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES 30DILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, 1E ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING iPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ENGINEER. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PUBLIC WORM DEP J N 'A OtRECREATION CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL'ADOPTED LANDSCAPE AND IRRIGATION STANDARDS, 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. REVISIONS I APPROVED I DATE REFERENCES DATE RED B cw 05- DATE: i 1 I CITY OF ENCINITAS HORIZ. & VEPT.1 REVIEWED BY: -- CONTROL PT. "P2 ", FOUND P. K. HORIZONAL N/A 1?QRiww<E P.o/15in� NAIL IN AERIAL PANEL, REQUEZA - A a' I 13 ST. WEST OF I -5 BRIDGE, VERTICAL NIA �� D -lit CEY ZPr, 3A SRS n d�-t3 AT EL = 174.36 AMSL. y 4'�wt "e, - t t, E Y.- PJ-ZZ-oS DATE.' SIGNATURE EXPIRES 2 YEARS AFTER DATE - -_ nccncv v, __ - ` R V A T l'� l+IJS -- SRJ WAP � ♦ L'1LAi PLANS PREPARED UNDER THE SUPERVISION OF RECOMM PPD/11 f7 DATE: O / 4S BY: -�_ Y: l`atUn�w �1'� R.C.E. N0. 29577 DATE: 4 3o /As_ _W110-4- DATE: AYNE PASCO EXP. 3 -31 -07 DAT co No. 29577 Exp. 03/31/07 ESTIMATED EARTHWORK QUANTITIES PHASE I. 1,000 CUBIC YARDS EXCAVATION (CUT) 3,200 CUBIC YARDS EMBANKMENT (FILL) 2,200 CUBIC YARDS IMPORT REMEDIAL GRADING PHASE H. 23, 800 CUBIC YARDS 1,900 CUBIC YARDS EXCAVATION (CUT) 1,900 CUBIC YARDS EMBANKMENT (FILL) 0 CUBIC YARDS IMPORT /EXPORT ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) . REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. LEGEND � o PROPOSED SETBACKS - - m - m v Melba Rd 1 I w SITE P LEGAL DESCRIPTION A PORTION OF THE NORTHEAST QUARTER OF 'THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 13, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA , ACCORDING TO THE OFFICIAL PLAT THEREOF,' TOGETHER WITH A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15 A.P.N. : 258 - 370 -52 SITE ADDRESS 840 BRACERO ROAD ENCINTAS, CA. 92024 OWNER/PERMITTEE ENCINITAS BRACERO VENTURES, LLC C /��,q, 1NtJ IpiNT� �>LAGE1�' CURTIS DEVELOPMENT CORPORATION ATTN: JAMES BASIGER *960 w. LTmwo re 41 z10 40925 COUNTY CENTER DRIVE SUITE 100 ( f *IJ W401 CA• VI Z7 TEMECULA, CA 92591 (951) 296 - 1101 (- J VI MTY MAP (T.B.#1147 -E 7) NTS NGINEER OF WORK AGREES THAT THE WORK PERFORMED BY THE ENGINEER IERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ESSION. THE ENGINEER FURTHER AGREES THAT THE WORK IN ACCORDANCE WITH THE RULES AND REGULATIONS :NCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR .TY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF AL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY Y OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES 30DILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, 1E ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING iPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF ENGINEER. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PUBLIC WORM DEP J N 'A OtRECREATION CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL'ADOPTED LANDSCAPE AND IRRIGATION STANDARDS, 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. REVISIONS I APPROVED I DATE REFERENCES DATE RED B cw 05- DATE: i 1 I CITY OF ENCINITAS HORIZ. & VEPT.1 REVIEWED BY: -- CONTROL PT. "P2 ", FOUND P. K. HORIZONAL N/A 1?QRiww<E P.o/15in� NAIL IN AERIAL PANEL, REQUEZA - A a' I 13 ST. WEST OF I -5 BRIDGE, VERTICAL NIA �� D -lit CEY ZPr, 3A SRS n d�-t3 AT EL = 174.36 AMSL. y 4'�wt "e, - t t, E Y.- PJ-ZZ-oS DATE.' SIGNATURE EXPIRES 2 YEARS AFTER DATE - -_ nccncv v, __ - ` R V A T l'� l+IJS -- SRJ WAP � ♦ L'1LAi PLANS PREPARED UNDER THE SUPERVISION OF RECOMM PPD/11 f7 DATE: O / 4S BY: -�_ Y: l`atUn�w �1'� R.C.E. N0. 29577 DATE: 4 3o /As_ _W110-4- DATE: AYNE PASCO EXP. 3 -31 -07 DAT co No. 29577 Exp. 03/31/07 ESTIMATED EARTHWORK QUANTITIES PHASE I. 1,000 CUBIC YARDS EXCAVATION (CUT) 3,200 CUBIC YARDS EMBANKMENT (FILL) 2,200 CUBIC YARDS IMPORT REMEDIAL GRADING PHASE H. 23, 800 CUBIC YARDS 1,900 CUBIC YARDS EXCAVATION (CUT) 1,900 CUBIC YARDS EMBANKMENT (FILL) 0 CUBIC YARDS IMPORT /EXPORT ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) . REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY PROPOSED SETBACKS - - PROPOSED CONTOURS - EXISTING CONTOURS - PROPOSED EASEMENT - - -- - - -- -- - PROPOSED PAG - - -- m EXISTING EDGE OF PAVEMENT - .... -- CENTERLINE - 2:1 FILL SLOPE MAX. T 2.'1 CUT SLOPE MAX. EXISTING WATER MAIN EXISTING SEWER MAIN PROPOSED SEWER SEWER SERVICE S PROPOSED WATER SERVICE W LIMITS OF GRADING CUT /FILL LINE F PROPOSED RIP RAP ENERGY DISSIPATOR D -40 DRAINAGE DIRECTION PROPOSED AC PAVED DRIVEWAY (MIN. 4" AC 0/ 6" CLASS II BASE) PROPOSED DRIVEWAY APRON PER G -14 (SEE IMPROVEMENT PLAN) PROPOSED STORM E PROPOSED 12'X12 �� AIN PER NOS OR EQUAL p PROPOSED 36 "x36" BROOKS BOX CATCH BASIN PROPOSED "NO PARKING" FIRE LANE SIGN PROPOSED SPOT ELEVATION FL =266.5' R POSED RETAINING WALL &-S?E19 TL*A 61 swmliorONL rl#40 CLR IAZ)S` aQCO l' CONCRETE BROW DITCH PEP HATCHED AREA REPRESENTS LANDSCAPED AREA FOR BEST MANAGEMENT PRACTICE NOT TO BE �- MODIFIED WITHOUT PERMIT FROM THE CITY. SEE DETAIL A SHEET 2 GRADING PLAN FOR: 840 BRACERO ROAD APN: 258 - 37.0 -52 PLANNING CASE NO: 03 -018 TM. DR. COP, EIA Im 6 SHEET 1 OF .o �m N U N � N �2 w � m N zz pcno ow F I ♦ I - •� • •I I J r------- °-------------- - - - - -- PROPOSED 12 "x12" ' AREA DRAIN PER (PROPOSED 7' LONG x I 13' WIDE MODIFIED CONCRETE' NOS OR EQUAL PROPOSED 12 "x12" LOT 1 HEADWALL PER SDRSD D -34 jo TG =278.0 AREA DRAIN PER SEE PHASE II ' �s= IE =273.0 NOS OR EQUAL 'INSTALL LIGHT RIP RAP SEE DETAIL D THIS SH . ®� TG =279.6 RADING SHEET 3 'TOP HDWL =269.0 a ® LOT 7 6" PVC,L= 20',5 =14% IE =275.0 DASHED LINE REPRESENTS AFL =267.0 ___! I SEE PHASE II PROPOSED 24 "x24 " . I y EXISTING GROUND CONTOURS °-- ° - ° -m °gym °m ° ° ° ® ° ®° �.' BROOKS BOX CATCH 6" PVC, TYPICAL GRADING SHEET 3 WITH TRAFFIC GRATE If , L =42� ` TG= 271.25 I If S =S. O %20 IE= 270.2 EXISTING WATER LIMITS OAF GRADING SERVICE FOR LOT , 7 TO BE RELOCATED r FL =280.3 C � � z I 8" PVC, L= 103_,_ _ _ FL 2 SOLID LINE REPRESENTS . I PROPOSED FINISH GROUND I CONTOURS TYPICAL v X21 I I EDGE OF"PAD TYPICAL ? SEE IMPROVEM N F FOR LOCATION OF \ 66 AGE = 269.5# FL -268.3 ^ PROPOSED�FINISH GRADE EXISTING CONC. BROW DITCH II / SEWER-,,, I I;3 WATER AND i< TO BE REPLACED WITH NEW, (ASS ` _ CONTOUR TYPICAL �`. LATERAL � � a c- I �, It PRIVATE CONC. BROW DITCH 1% C I FS @GARAGE =26 I PER SDRSD D =T -- - I HP =280:8 I c i b� 1 (ASSUMED) a� m � HP= 280.8 t 20' N a N LOT 2 - I FL =266.6 I LOT TS, � l I 15 ► 68l>�SF 14,503 SF NE NET ^ T �' PAD =281A I 25 I N 1 269v . 0 25' REAR YARD SETBACK PA� N 1 PRQPQSED SEWER m � NO PARKING" FI�R. FIRE PE� R SDRSD 5 -13 = 25 LA NE SIGNS (TYPICAL } � T j N A _ n � n T @FL = 266.2: _ _ 20, to ' Btu @FL =264.2 � � 2 _ ____ 174.42 ' ,� DWY - ! I. PROPOSED LANDSCAPED �? PROPOSED 2' HIGH -� - - - - -' ".0% MEDIAN SEE DEPQRATE_' 4�' RETAINING WALL P o t + s 4. 'LANDSCAPE `PLAN. 1 2 �VEWA PEP SDRSD C- L% X 4% MEN FL =266.2 12 FL °6fi E > - T�.� 0% N �, N 4% , R m 16'x59'. JRROPOS RIVEWAYo % r EASEMENT PER CARDIFF D `T EASEMENTsb cu f o �. s OFD BRACERO RD. D BY SDWD b I SEE OV PL OR R ROVEMEN WG #9262- SANITATION DISTRICT AREA DWG NO. 176 LINE � � I I T 'DWY i 6 A -1 WORK ORDER NO. 2948. o$ I I / HP -276.0 T INSTRUMENT NO. 104472, try j RECORDED JUNE 24TH 1966. I I: LO I _ - (� i FL =266.5 HP -= 266.8 ' 6., 7.0 - > HP =277.0 s m. i l T FL =263.5 LOTS o I FL= 276.50 20 ., m , y � n `N ° 7' WIDE BMP AREA TO BE 1 7,905 SFNET PRIVATELY MAINTAINED � , `" PAD =267.0 L031 � co to _ - I I HP 266.8 2 14,9514 PAD--2 'NET I 77. J FS @GARAGE = 267.51 I I X\ ; s r (ASSUM]) IU . i I I, PROPOSED 4" SEWER 5 I `k I FL= 76.5. T LATERAL PER SDRSD 5 -13 a FS @GAF�ACiE =267. 5t FL =266.5 > � y �'. co (ASSUMED) FL = 6� 1 FL =266. 5 FL= 263.00 ..� ! �� FL =265.0 FL =265.5 S89'84'411 "E 315.27'- - ' r-- - - - - -i tom__. FL °268. 7 - il74 25 u 'INSTALL CONCRETE SPLASH FL- 278''`0 'WALL WITH LIGHT RIP RAP. i ; 6 PROPOSED. AINAGE CONCRETE BROW DITCH FL =272.7 PROPOSED GRASS CHANNEL i �� EASEMEN ER LOT 5 FOR PER SDRSD D -75 f _ 10' SIDEYARD SETBACK I 'AND PROPOSED CONCRETE i ®� j� THE IT OF LOT 1 - ' CHANNEL TO OUTLET ONTO - RIP RAP. SEE DETAIL C THIS ! SHEET ' .p. 9 GRADING PLAN r I ! z I ? SCALE.' 1 " =20' 18" RCP PIPE PER PHASE II ' PROPOSED WATER SERVICE i (SEE IMPROVEMENT PLAN DWG #9262 -I) 1 25' FRONT YARD SETBACK ®OPOSED 4" SEWER LATERAL (SEE IMPROVEMENT PLAN DWG #9262 -I) L- EXISTING SANITARY SEWER MANHOLE RIM= 280.17 INV= 271.39 EXISTING FIRE HYDRANT TO BE RELOCATED 2.5' hh,BEHIND BACK OF CURB MODIFIED U- HEADWALL 17 �- GRADING PLAN SEE SHEET 3 EXISTING ON -SITE CONCRETE PROVIDE 2' HIGH PER SDRSD D -34 IE =267.0 BROW DITCH TO BE REPLACED SPLASHWALL TW =269.0 WITH NEW PRIVATE CONC. TW =265.0 BW =267.0 O� 6" AC BERM BROW DITCH PER SDRSD D -75 BW =263.0 (PHASE II) 6" AC BERM 8" PVC PIPE m EXISTING 10' SEWER ' 7 PROPOSED 7' WIDE TREATMENT (PHASE II) O FL =267.0 EASEMENT "1 CHANNEL BMP. PIL } TRANSITION GRASS LINED CHANNEL INSTALL LIGHT RIP RAP FL =263.2 l TO RIP RAP ENERGY DISSIPATOR TOP VIEW m TYPE A CONCRETE BROW 6" AC BERM DITCH PER SDRSD D -75 2% 6" AC BERM 7 (PHASE II) PROVIDE 2' HIGH (PHASE II) SPLASHWALL �'�� PROPOSED TW =26 .5 TW =265.0 3' WIDE DRAINAGE 1 PIPE BW =263.0 .° - ^ n EASEMENT FOR THE BENEFIT B., PVC _ _® PIL SSj OF LOT 1 QFE263.0 QP O,y9 INSTALL LIGHT RIP RAP f - EX FL = A ' Aq IE =267.0 ' FL =263.2 �r _ 8' LONG x ' WIDE PIP PAP -- _ -- _. / '.,r DISSIP TOR4PER MODIFIED SDRSD ENERGY D -40 HATCHED AREA REPRE LANDSCAPED AREA FOR BEST MANAGEM PRACTICE NOT TO BE MODIFIED WITHO ERMIT FROM THE CITY. EXISTING 6' SOG&E EASEMENT. PROPOSED 6' UTILITY AND PEDESTRIAN ACCESS EASEMENT GRANTED TO THE CITY CENTERLINE AND EXISTING PIL PROPERTY LINE EXISTING PIL AT BRACERO ROAD EXISTING EDGE OF PAVEMENT 40' 5' I 5' 15' 12' 8' I 3 � I SAWCUT r 2,i 15' 4 EXISTING PAVEMENT I 2 %5 %MAX- GRIND LIMIT LINE �OFIPAAVEMENT WATER METER REMOVE AND REPLACE EXISTING ROADWAY W/ BOX TYPICAL MIN. 4" AC OVER 6" CLASS II AB, TI=6.5, PROPOSED CURB TO THE SATISFACTION OF THE CITY ENGINEER GUTTER & SIDEWALK PER SDRSD G -2 & G -7 .ETA;I�n TYPICAL SECTION - BRACERO RD NOT TO SCALE SUBDIVISION BOUNDARY EXISTING 10' SEWER ESMT. 7' WIDE PRIVATE STORMWATER BMP NOT TO BE MODIFIED 4' 2' 4' WM4faV111T PERMIT FROM CITY ��OpE PAD 2% 2% ANCHOR Y 2:1 SLOPE MAX. EXISTING CONCRETE BROW GRASS OR TURF LINED DITCH TO BE REPLACED OPTION OVER LANDLOK WITH NEW PRIVATE D -75 TURF REINFORCEMENT CONCRETE BROW DITCH TREATMENT CHANNEL & D-75 BR 0 W DITCH' PIL NOT TO SCALE PIL LANDSCAPED MEDIAN PIL SEE SEPARATE I LANDCAPE PLAN W I i i � 3 PROPOSED 16'x59' DRIVEWAY z EASEMENT OVER LOT 2 FOR THE j BENEFIT OF LOT 6 I FS DWY= 283.18 PROPOSED 16'x59' DRIVEWAY I EASEMENT OVER LOT 1 FOR THE BENEFIT OF LOT 5 ,I FS DWY = 282.60 SANITATION DISTRICT AREA DWG NO. 176 LINE � � I I T 'DWY i 6 A -1 WORK ORDER NO. 2948. o$ I I / HP -276.0 T INSTRUMENT NO. 104472, try j RECORDED JUNE 24TH 1966. I I: LO I _ - (� i FL =266.5 HP -= 266.8 ' 6., 7.0 - > HP =277.0 s m. i l T FL =263.5 LOTS o I FL= 276.50 20 ., m , y � n `N ° 7' WIDE BMP AREA TO BE 1 7,905 SFNET PRIVATELY MAINTAINED � , `" PAD =267.0 L031 � co to _ - I I HP 266.8 2 14,9514 PAD--2 'NET I 77. J FS @GARAGE = 267.51 I I X\ ; s r (ASSUM]) IU . i I I, PROPOSED 4" SEWER 5 I `k I FL= 76.5. T LATERAL PER SDRSD 5 -13 a FS @GAF�ACiE =267. 5t FL =266.5 > � y �'. co (ASSUMED) FL = 6� 1 FL =266. 5 FL= 263.00 ..� ! �� FL =265.0 FL =265.5 S89'84'411 "E 315.27'- - ' r-- - - - - -i tom__. FL °268. 7 - il74 25 u 'INSTALL CONCRETE SPLASH FL- 278''`0 'WALL WITH LIGHT RIP RAP. i ; 6 PROPOSED. AINAGE CONCRETE BROW DITCH FL =272.7 PROPOSED GRASS CHANNEL i �� EASEMEN ER LOT 5 FOR PER SDRSD D -75 f _ 10' SIDEYARD SETBACK I 'AND PROPOSED CONCRETE i ®� j� THE IT OF LOT 1 - ' CHANNEL TO OUTLET ONTO - RIP RAP. SEE DETAIL C THIS ! SHEET ' .p. 9 GRADING PLAN r I ! z I ? SCALE.' 1 " =20' 18" RCP PIPE PER PHASE II ' PROPOSED WATER SERVICE i (SEE IMPROVEMENT PLAN DWG #9262 -I) 1 25' FRONT YARD SETBACK ®OPOSED 4" SEWER LATERAL (SEE IMPROVEMENT PLAN DWG #9262 -I) L- EXISTING SANITARY SEWER MANHOLE RIM= 280.17 INV= 271.39 EXISTING FIRE HYDRANT TO BE RELOCATED 2.5' hh,BEHIND BACK OF CURB MODIFIED U- HEADWALL 17 �- GRADING PLAN SEE SHEET 3 EXISTING ON -SITE CONCRETE PROVIDE 2' HIGH PER SDRSD D -34 IE =267.0 BROW DITCH TO BE REPLACED SPLASHWALL TW =269.0 WITH NEW PRIVATE CONC. TW =265.0 BW =267.0 O� 6" AC BERM BROW DITCH PER SDRSD D -75 BW =263.0 (PHASE II) 6" AC BERM 8" PVC PIPE m EXISTING 10' SEWER ' 7 PROPOSED 7' WIDE TREATMENT (PHASE II) O FL =267.0 EASEMENT "1 CHANNEL BMP. PIL } TRANSITION GRASS LINED CHANNEL INSTALL LIGHT RIP RAP FL =263.2 l TO RIP RAP ENERGY DISSIPATOR TOP VIEW m TYPE A CONCRETE BROW 6" AC BERM DITCH PER SDRSD D -75 2% 6" AC BERM 7 (PHASE II) PROVIDE 2' HIGH (PHASE II) SPLASHWALL �'�� PROPOSED TW =26 .5 TW =265.0 3' WIDE DRAINAGE 1 PIPE BW =263.0 .° - ^ n EASEMENT FOR THE BENEFIT B., PVC _ _® PIL SSj OF LOT 1 QFE263.0 QP O,y9 INSTALL LIGHT RIP RAP f - EX FL = A ' Aq IE =267.0 ' FL =263.2 �r _ 8' LONG x ' WIDE PIP PAP -- _ -- _. / '.,r DISSIP TOR4PER MODIFIED SDRSD ENERGY D -40 HATCHED AREA REPRE LANDSCAPED AREA FOR BEST MANAGEM PRACTICE NOT TO BE MODIFIED WITHO ERMIT FROM THE CITY. EXISTING 6' SOG&E EASEMENT. PROPOSED 6' UTILITY AND PEDESTRIAN ACCESS EASEMENT GRANTED TO THE CITY CENTERLINE AND EXISTING PIL PROPERTY LINE EXISTING PIL AT BRACERO ROAD EXISTING EDGE OF PAVEMENT 40' 5' I 5' 15' 12' 8' I 3 � I SAWCUT r 2,i 15' 4 EXISTING PAVEMENT I 2 %5 %MAX- GRIND LIMIT LINE �OFIPAAVEMENT WATER METER REMOVE AND REPLACE EXISTING ROADWAY W/ BOX TYPICAL MIN. 4" AC OVER 6" CLASS II AB, TI=6.5, PROPOSED CURB TO THE SATISFACTION OF THE CITY ENGINEER GUTTER & SIDEWALK PER SDRSD G -2 & G -7 .ETA;I�n TYPICAL SECTION - BRACERO RD NOT TO SCALE SUBDIVISION BOUNDARY EXISTING 10' SEWER ESMT. 7' WIDE PRIVATE STORMWATER BMP NOT TO BE MODIFIED 4' 2' 4' WM4faV111T PERMIT FROM CITY ��OpE PAD 2% 2% ANCHOR Y 2:1 SLOPE MAX. EXISTING CONCRETE BROW GRASS OR TURF LINED DITCH TO BE REPLACED OPTION OVER LANDLOK WITH NEW PRIVATE D -75 TURF REINFORCEMENT CONCRETE BROW DITCH TREATMENT CHANNEL & D-75 BR 0 W DITCH' PIL NOT TO SCALE PIL LANDSCAPED MEDIAN PIL SEE SEPARATE I LANDCAPE PLAN W PROPOSED 7' LONS x PRECISE G�T � T ® 840 BRACERO D EXISTING 6' SDG6E EASEPENT. L 1 v PROPOSED 6' UTILITY AND 3 WIDE MODIFIED LONCFEIE PEDESTRIAN ACCESS EASEMENT 3' PER SO137 034 GRANTED TO THE CITY W"AL LIGHT RIP RAP. CENTERLINE '•D FXISTING P/L PROPERTY LINE EXISTING P /L ---, SEE DETAIL E/ SiEET 2 TD 2&89 AT BRACE-10 ROAD TOP.HX=269.0 FL 267.9 I EXISTING EDGE OFPAVEMENT 40' rl =2665 PROPOSED FEADWAIl `� 6' 5 • 15' 12' TOP HOWL= 270.32 6' 6' HIOI 3TEBJ WALL - ^ - HlG TDNE FINISH FL- 266 90 IE�68.7 . ` .� � > ' I ! t y�� � y � y I i SAWCUT � ♦ p. `lV x p 20' O 8 3ER RD. � L _ R 1 PAZ) iw Li7.kt - m., , ✓ I.5' ), N 14X p EXISTING MPF7-2/1.0 6' R - 27BOI 1n FS DW 285.831 PAVEMENT O F'ROPOSED !8" R(F @ � 4% cv? ` '� r. IXISTIAG 1 i12" WATER 2 %5%MAX W_% L-16' L'16 ` 1 -° N£TER FOR LOT 7) SERVICE BE DETAIL Di - - - - - - �! q - ti _ 40 61 `- _ TO BE REIX CED 70 314" 5 SG9SD ��EF - - - - - - - - - - - 'RI t `5 - ^ - -�g�a I I DOI£STIC WATER AETtR EXISTING EDGE TW 274b c a Tw@FG 275.0 I - TG=279 °�� " PL 280.1 �� k SERVICE PER WAS. STD. -- - �' GRIND LTMTT LINE OF FAVEMENT BW@FG 275.0 I +� TO BE FiELOCATB). TERMINATE RD .7 0.75% 6' IE278 I F AT MAIN. CFi 01T TO BE WATER METER REMOVE AND RE E EXISTING ROADWAY W/ zINV 252rt76t 1'° TW@;G 2596 D = 0.75% iw 278.5 II I € BOX TYPICAL 4 BW@FG 2696 '` _ TW@FG 278.0 B OJ TG =280.1 ( APPLIED TO OThER PARCELS. MIN. 4" AC OVER 6" CLASS II AB TI 6.5 BW@FG 276.0 IC'' 2 9 TW IE =279.1 I �, p o LOCATION OF LOT 7 PROPOSED CURB TO THE SATISFACTION OF THE CITY ENGINEER FRO OPENING IN ti r - 70.0 II ✓ ih G 280.4 II• 4 ADDRESS MARKER GUTTER 6 SIDEWALK €� PROP. C -2 MASOW II i PER SDRSD G -2 G G -7 CLRB FOR DRAINAGE IE= 9 TG 26BP g7� - b cv RETAINING WALL 7G 280.6 ® BW@FG 280.0 TW@FG 281.0 SEE MAIL D FL IE 266.7 FL =268.3 �� SLUPSTOg FIN ' IE 279.6 TG 279.6 BW@FG 281.0 I �� -� SEE DPROVE£NT I`IXISTING CON C. BROW DITCH TG 267.6 P 6 74 LF @ 0 (LA PAZ) EDGE OF PAD IE =ZM.6 m PLAN FOR LOCATION I TO BE K- PLACED WITH NEW I l,. I I = _ _ DYPICAL) I *� 1 OF WATER AND SEWER PRIVATE caVC. BAOw arrDi' 1x FL =267.0 IE 216.4 1 , SFNET 8 I ® 02 I LArERtALS PRI PRIVATE C D-75 TW-272'O I TG 2^8b � o TG 2686 N p�..� � � I � � �r 2 � 1 DETAIL. TYPICAL SECTION - 13RACERO RD E TW@FG 2675 ,� I g2ssz APN• 258- 1 -3 g �-7b i ��� ptii 1� iti� I PRO' FINISH 14,503 SFI� _ SEE r*PROV rrr BWWG 266.0 TD 256-5 ' cn I GF 269.11 279b=277--i 0 ^ 0WOLR TYPICAL - PLAN FOR Rev 7' NOT TO SCALE TW 2716 FL 2&55 FL =266.1 MATLRAL GRAY CONxNETE Q PAD 281.0 _ // °< p 7 Ln AM. 258 -`371 27 g 279x' N 3 n� 1W@FG 2672, BFKILIM FINISH i9 � lv � �: FP -280.8 ° ONG IM-2-1 E, ppRBpW@gFG�2656 ; I SCE A5 #7WN � LOCATION OF LOT 2 7W 2715 A(]( r I H� 2688 i @ gg' * 1W i. 1.0 TG =281.1 4 ALgiESs MAR2KER W/ RETAINING PORTION PROP 6' SCREEN WALL 61.4 ! TW 2789 TG 2806 g =gyp ! 7FaCHED INSERT FOR W SUBDTVISION W/ SLUMPSTONE FINISH x IN I 1A B 0 G 281.0 ` ACT PEFINIT FROM TIE CI O LA Sr n ., TWLFG 2669 '� I B TG =281.0 / BOUNDARY (LA PAZ) tl BW@F i 2655 TD 256.Q �_ ® I T(r280.1 / TW 279.0 s-- PAN WALL DET4.� C _ 1 p aE PRO?�Lr MaDaran� IN 265.0 t y I I -2686 SCr1i SM�fI FAR I 2 IE 277.9 ® TWLA_G 279.0 = S g I GOOD NaWDG ORDER EXISTING 10' SEWER ESMT. PROP 4" SEVER LATEFUIL _ - = o BW@FG 279.0 $ � : f ` SEE DETAIL � 7' WIDE PEt qm 5 =43 I g2�b - =- _ - �_ f I I Q PRIVATE STORMWATER p iW@ L265.7 �` P - _ - ° l LANE S�II�7JS� "(WICAL) e 3 BMP NOT TO BE MODIFIED Ix - L m A FL =280. I ( PAD - ° ° ° - ^ 29 4' C 4' 2' 4' WITHOUT PERMIT FROM CITY i BW@FL 2642 TG =2692 ^ LOCATION OF LOT 6 i` PROPOS0 s2' HIGH i FS280. AOY�SS MAFIKFIT io 0 5 1E2672 1%- 277.0 I C -4 MbSONR 'FcT. !6'x10' _ - .....RER Sr, PSIDNE FINISH s I _ W SL TONE DRIVEW Y 49' all FL2685 I I - T(r267. 2 e� ., � , t PER �; � C-5 M PA7J � �I s PROPOSED i6 k49' DRIVEWAY W 2% 2% 2, I IE =265 3 E� OFV LOTL6T PER FINAL MAP N TW 2709 I ti_o - __.8266. &_ y G 274. - ^ i I ' I v MI21 SLOPE MAX. 1 TW@FG 2662 266 n I t , . _ _ �@ 2 MBILW , - ANCHOR D BAD_:G 2649 ti I Q a EXISTING CONCRETE BROiJ GR1s3S OR TURF LINE / "`f= '°s ? (_ j I DITCH TO BE REPLACED OPTION OVER TURF A 1% � u RTWY � � - 2&?.18 °� ^ PRCPO5ED 16'x59' DRIVEWAY REIN, ?RCEMENT i WITH NEW PRIVATE 0 -75 " „ 1E =263.7 FL266.1 ° 7777' - i EASSENT OVER LOT i FOR THE CONCRETE 7W 270.4" pI - - -._ OICO IGME CO9BLE ! BROW DITCH TKWG 2659 BENEFIT OF LOT 5 PER FINAL MAP Bl fF/ 3DX A CHANNEL & W D�'I'C� � F BW@FG e64.4 FL264A pe f I ti io ' TRI iAT1Y1L'1V 1 D -75 AR® 315.12 ". °� Fs Dwy 28260 ' °- EXISTING 10 &3 ER -* M I g =�4 TG2662 W SL TOME ISFI _ EASEMENT RAC�OIFF :� II' - PAZI / 3a 1 Y�� I 2 NOT TO SCALE SANITATION DISTRICT 51 LF @0 AFIEA DWG MO. 176 LINE M II _++ A-1 WORK OVER ND. 2948. jjJJ I FFENYH ORAIN :r ® FL-276.1' -LOCATION 171.41' - , OF LOT 5 PSTR AENT AV. 104472 (TYPE B) ;•. II - B TNWG 275.0 FS 279.m AWFEW MARKER FECODED JAE 24TH 1956. ( � TG--266S I 60 LF 'W 73.0 I / - it WCFG 275 _ - 'y� TFE7ILTED INSERT FOR BAP € 6' HIGH SCREEN WALL I IE =265.5 I 273.0 I I Th�76� ((( IlF _ _ _ - '� 713 01 BE NSERT MODIcrIED O W77FXM/T 5LLfiPSTON= FINISH I SE© - BW@F 273.0 / FL 276. ± TG 276.6 TG 277.1 ^' 7 _(LA,PA7J_ BE PIRQ� RY MAINTAINED IN LANDSCAPED MEDIAN TW 27f.O g TNFG 2755 �? g =2742 I � A �n �� cm s ra P/L PROP C� -4 MASONRY CET. P/L � P/L _._ ,„_.,�. � � � l BW@FG 274.0 II'; - M F5 2 7.0 TG =276.1 al } IE 2745 ! i Gorr WO <W O ER 18" WALL W/ SLUMPSTONE SEE SHEET 7 1B" 1W@FG 2&5.0 FL 2666 r ,{ GF =z773t 26. SEE DEAR l g =z75.i II,f rG2n2 p�F. `•1 4 FINISH - 3' MAX (LA PAZ)I I E ew@ G 265.0 M TG b . I 1F 2745 TG zn2 20 sop OP 3 FL =2635 �. <.oTS '' g .8 X756 0 IF= 74.7 F I 16' DRIVEWAY 3.5' 5' 16' DRIVEWAY I 21 PRaaDSEO r WIDE BNPAREa TO I M 17,905 S)�NET 6 �1 IE2746 II TG =277.0 rG zn.i I -LOCATION 1 �,' m _ _. II IE -274.0 IE2756 i ; PRIVATELY MAINTAINED P b/.® 0' Iti' c� ? PROPOSED MATER SERVICE 2% 1 - r M .._ PAU= -76.2 I Alf?N:258 -Yi1� RBI +i ® LOT1 FP 266.8 2759 n � • , � .;: i ! � ' i � I GF _ 3N: "JI N, I "1 14,514 SF NET � � `; "'' I .7 PAD =277.2 25' FRONT YARD SETBACK t "CONCRETE OVER PROP C -4 MASONRY RET. .. '� �)�� j I NATT�IAL GRAY LnTE I I II - COMPACTED NATURAL WALL W/ SLUMPSTONE SCOW AS 9V g= 6 66b' APN:25B- 371 -26 i GRAD-- FINISH - 3' MAX (LA PAZ) SCOFF AS SHONN FRO°. TYRE B V °P I EXISTING 4' SEWER -- FFE7�FDRAIN LATERAL PER SOTSD S -13 I ' f r,-266.5 (TIPICAU iG 2755 I II IE 2755 ` E ® E v =2655 FL 2665 IE 273.4 II (t ! - M B DRIVEWAY SECTIONS OUTFALL= 263.1 ' I `p.8 • FL-275-9 FL276 4 II . ® rG 276. ;' • /l rq TG 266.0 TFD=267.0 = =I = _ _ - - - IE 2736 HP 277.1 II ,,ll I EXISTING FIRE HY� 2 NOT P) SCALE - FL c66.5 I =� -' TG 2766 TG2765' Y/ IE=2b5.0 g 254.0 I 1% ® - / I TBEHR"` r LYE I' SE 274.7 IE 275.1 IE2752' t _ P/L P/L P/L FL263.00 ... --_� �. _ _ - 1% I _ - - - fr1 ARV MEDIAN -° ? =_ - __ -- fi -- - o �v�:� LANDSCAPED SH E 7 6' HIGH SLFIFfIJ WALL FL 265.0 ' 1 1G 2662 rG 266-5 FL269.0 TW 2765 5844E 31527' V r_ -A, I _ 6 • DRIVEWAY 6' H16 ED FINISH 16' DRIVEWAY 3.5' .5 • 1 1 INSTALL T:QN(RETE SLASH 3 I ` 0.A PAZ) IE= 26.5.0 IE =2&5.4 TW 277.0 � TW 2M.0 - ° ' ^��� BW 2705 TW@FG 272.0 _ 278.0 F 4� P I �--- WALL WITH LI&HT RIP RAP. F rW@FG 277 1 2% � PROPOSED GRASS LHAMEL 1 " SEW-, PE"TAiL oN LMT Isla � ` *r PAOAOSED 3' DRAINAGE r , BW@FG 271.0 276.1 -•• AID PROPOSED COM1TAETE EASXW OVER LOT 5 FOR - CO�ETE BROW DITCH F BNLF 14.0 , I I 1 3 3 �= °: 10' SILEYAFaJ SLIHALK #<t , - ClMa TO OUTLET ONTO e oTtwlw, )N s; c eaN WL .N RE BENEFFIT OF LOT i PER SDRSD D-75 i QPOF ESS jON RIP RAP. SEE DETAIL D THIS ` # "q TW 279.0 '' �� TW 2 1.0 O A . q! ORCO ANTIOUE COBBL F "• I Q�' �� °4 F CREAM/ BROWN 70% PROP C -4 WALL W/ B�Er• 1 t �R�SEj ON Ve 4ojA �� ) I i," TWWG 276.0. �TW@FG , 77.0 i o I _ <v S 2 3 BW@FG 273.0 _a Bw@FG 2, oa ! ti ,Q 0 c> BUFF/ BROWN 30% SLUMPSTONE FINISH SI 6 'TEN WALL -- - o y I ¢ "' O z PAVERS OVER I" SAND (LA PA') - 1' MAX SLLt•PSTTMNe 4 AITSH +, g s Z y�€ 2A P44 Z p i N0. 219577 rn BASE OVER 1' CLASS II AB :, Tw 284.0 Bw 2,� i Exp. 03/31/07 a b � ! !�L e` DRIVEWAY SECTION E T CIVIC .SAP 2 fJOT TO SCALE E 5` JiV�I► (LA PAZ i � 4 - OF CAI- ``'• ^` 1' MIN. 2' 2' • GRAPHIC SCALE 1 " =20' HATCHED AREA REPRESENT LANDSCAPED AREA C' ,•Zy.l�{ GRADING PLAN FOR HEST MANAGEMENT PRACTICE NOT TO BE 2%, MODIFIED WITHOUT PERMIT FROM THE CITY. IRA N. A2WLiN0 ART SCALE: 1 " -O0' 0 20 40 60 - NATIVE SOIL BACKFILL RCE i11d5A ORCO ANTIQUE COBBLE = r N FILL BERM 6 INCHES OF CREAM/ BROWN 70% BUFF/ BROWN 30% COMPOSITE ?AHED DRAIN SOIL COVER 1231.13 p PAVERS OVER 1" SAND BASE OVER 1' CLASS II AB FABRIC SIDE FACING SEEPAGE FILTER FABRIC COMPLL TEL Y MIN MINUS 314 INCH 3 FEET.. ` °• SURROUNDING CRUSHED ROCK CRUSHFlJ ROCK MINIMI�N'', OVERLAP 5 INCH MaN. AT TOP i`� - SBO� NDARION TYPICAL PAD BER iYd K r. PROPOSED 10' (I CLBIC rI)IT MINUS 3/4 INCH i RUSHED ROCK HOUSE NOT TO SCALE 4 INCH DIA;,,7r,a +� PERFORATED fVC FiPE PER LINEAR FJDT) • MODIFIED U- HEADWALL 17' Imo- 18" RCP PIPE PEA PHASE II 4 INCH DIAMETLR rr PER SIRS - GRADING PLAN SEE SHEET 3 PROP MASONRY RET. O D 34 _ ON- SITE INCHES OF CRUSHED ROCK PERFORATED PVC PIPE PROP MASONRY SCREEN g TW =269.0 IE 267.0 EXISTING ON SITE CONCRETE PROVIDE 2' HIGH 'BELOW PERFORATED PIPE O W/ SLl�4PSTONE - - - BROW DITCH TO BE REPLACED SPLASHWALL WALL W/ SLUMPSTONE WALL BW =267.0 6" AC ERM 2 INCHES OF CRUSHED ROCK FINISH PER DETAIL WTVq NEW PRIVATE CONC. TW =265.0 _ EELOW PERFORATED PIKE SUBDIVISION ' FINISH PER DETAIL (LA p4z) _ (PHASE II) Br�DW DITCH PER SDRSD D -75 BW =263.0 BOUNDARY (LA PAZ) D-75 BROW DITCH 6" AC BERM B_R -C PIPE (PHASE II)� EXISTING 10' SEWER 10 7' PROFUSED 7' WIDE 1T TM-VT MINIMUM f PROPOSED`` EASEMENT (�. PRACTICAL k�12 F SECTION INSTALL LIGHT RIP RAP FL =267.0 /L _i CHANNEL BhP. INCHES MINIMUM \ HOUSE P TRANSITION GRASS LINED _HALL \ TOP VIEW c °, TO RIP RAP EI%7GY DIS.FIPATOR 2 NOT TO SCALE FL =263.2 ,+ (PHASE II) TYPE A CONCRETE BROW s��LTERNATIVE A ALTERNATIVE B 5 1' - 6" AC BERM PROPERTY LINE 6" AC BERM 7' DITCH PER SDRSD D-75 CONSTRUCTION NOTES D -75 BROW OITCH` - LOTS I LOT7 �`�- PROPERTY LIFE (PHASE II) PROVIDE 2' HIGH ALTERNATIVE A: 0 I TW 26 .5 SPLASHWALL 1.7' PROP C -2 MASONRY RET LOU TW =265.0 m PROPOSED 3' WIt "DRAINAGE 1) DRAINAGE P ,t�S SHOULD CONSIST OF PREFABRICATED GEOCOMPOSITE DRAIN SUCH AS MIRADRA ?N 6000, 16" y 16" 1' �n TENSAR DC120(, TERRADRAIN 204 OR TERRADRAIN 402 WALL W/ SLUkFSTONE 8" ? 1 BW =263.0 r. ��I� EASEMENT FOR THE BENEFIT FINISH - (L4 PA7) r 5' MAX HEIGHT INSTALL LIGHT RIP RAP EX FL =263.0 P/L 2) SPLICES IN PANELS SHOULD BE AS RECOMMENDED BY THE MANUFACTLRER. INTERLOCKING TYPE PANELS = SHOULD BE OVERLAPPED AT LEAST SIX INCHES. NON - INTERLOCKING TYPE SHOULD OVERLAP AT LEAST TWELVE SECTION " IE= 267.0' - ' '7 B' L� x 4' WME RIP RAP ENERGY IXHES. TROP C -2 MASONRY RET. 18' RCP PIPE IE= 261'0° FL -263 2 1 / DISSIPATOR PER MODIFIED SORSO D -40 ALTERNATIVE B. NOT TO SCALE GALL W/ SLUMPSTONE FL =266.5 USE LIGHT RIP 'TAP. 1) 7LTER FABRIC SHOULD CONSIST OF SPU -BON& NEEDLE PUNCHED GEOSYNTHFTIC SUCH AS MIRAFI 14OV , PROP C -2 MASONRY RET. FINISH (LA PAZ) FRONT VIEW EXISTING DFF -SITE DITCH SUPAC 4NP, OR SIMILAR APPROVED FABRIC , �n WALL W/ SLLAdPSTONrE PROPOSED S" PCC OVER SLOPE TOE DRAW FRENCH DRAE DETAILS SECTION A) NATURAL WINim� GRADE E 1VIOD�. �D U -I�Al WALL � CHANNEL AND DITCH OUTLET w r r NOT TO SCALE y 2 Ni - - -I §_J SCALE 2 PLAN VIEW -NOT TO SCAp_E � �� 2 NOT TO SCALE ti � � AEVT i1 91; APPROVED DATE REFERENCES DAiE BENC.I�IMARK SCALE PL�ANNIl�TG BG BUILDING ROVALS CITY O'� ENCINITAS �TGT]VEG DEPARTMENT DRAWING NO. 1 �- - 1 ADD SHEETS 3 / PLANSSPREPARF_a UNDER THE SUPERVISs IN OF RECLMMENDED APP Pu iZD GRADING PLAN FOP' do :Za SaguivIALE 17YLp,d 9 S sp � 71Z-116-1 L.'TY OF ENC , NI i AS HOPIZ. & VERT. REVIEWED BY: ii _ CGNTROL PT "P2 'p'UND P.K. HORIZnr;AL 1 " -20' BY: BY: p D p 9262 .1 a1O ern w 9-II TS - II 1 1 c ,r %/%� D.iTE: O�� B1�iCER® ��. hL P '`D4)c ST. _ IN AORTAL PANEL, RECdUEZA YV i� .71�`( q' ' I ST. WEST Or = 5 BRIDGE, VERTICAL N/A A.C.E. N0. 29577 _ Di6TE. T),ATF: l APN: 258 - 370 -52 _ DA E W NE A. PASCO �+- EXP.3 -31 -07 LL = 174.36 AMSL. PLANNING CASE NO: J3 -01B TM, DR, CL ', EIA Lii ,i_ET 2A uF X Fm v PE 1006 i 1 INSTALL 2' HIGH SPLASH 1 ` - ` I r t �( [ti t: a ," 7 1 x . t al r" f fneY'1 5� J.+s,. i '� / i .r''.il " 1 " v *� '''v``. v. w'� I , >`i. .J .`�. ! q [ , f (� v t ' � Y le t% `ks.. �"_ro" i°fi.` -+ £r„�5 h' '+;, 1 ;. ,°1 t` ,. '`ql }I ,I j�.wa ,q '� fy a'S ._. 4} SI; EIS.,.._ Si S '� °�`i .3� ".�1� ! - ;; 1: } �..,.. l� "� 1 '4�'f �i °if •i �' E "". i WALL PER MODIFIED SDASD 1 _. -, ti d . L '•:u.' r :.. c� t - l %° c '}` 4 . r' : ID-33. INSTALL LIGHT PIP PAP �. Ai r 'OAT OUTLET D -75 BROW DITCH 1 � p 'SEE DETAIL THIS SHEET i ¢. EXIS ING SANITARY IFL= 274.0' PROPOSED 5' DRAINAGE E 3 FROM P/L TO EASEMENT OVER LOT 7 FOR L_____ ® ® ® ® ®m�a ® ® ® ® ®s�______i` 5' FROM P/L TO s TOE,OF SLOPE _ I RNVE BOA92 L _. __. _._ _ ___ _ THE "B EFIT OF LOT q 4 TOP OF SLOPE~ " �_ _ v_e._ _ __ r > _ S89 '04 ' ✓f� "E 314.93 ' FL =283. =r __ Lr ®� ..�� ,6,-, �u i - h r. i . 135 75= ® 5 _ - f REMOVE EXISTING CONDR €T€___ __. r - - - - -- �- - 'N I BROW DITCH. REPLACE WITH `. FL= 272.0' 4 tiv / 'T� �� NEW CONCRETE BROW DITCH I FL- 272.5' r PER SDRSD D -75 n �� FL =284.7 f o ' �, • � HP- 83.5" 25' PROPOSED 7' DRAINAGE � � �� �1'% � � � ;� 3 r FS DW 285.18 ESMT OVER LOT 7 FOR LM 4 BENEFIT OF LOT 4 HP= 272. 8' %��. �� ( E t FS DW 285. 72 - i �� 5.5 1% < ��� _ _- 49506 T N � ��` FS DW 288.72 °n FL= 272.3' oi. FS @GARAGE =288. O± EXISTING SANITARY PAD�8a ° / ! (ASSUMED FS DW= 89.20 7' WIDE STORMWATER BMP NOT TO BE SEWER MANHOLE o ! PAD I_ j �, HP -2 5.3' i MODIFIED WITHOUTPERMIT FROM CITY �� NV =266. 96'1 nl ! I.�T 7 I 0) � s � 0207 SF � o FL =283. � `< 10 ' SIDEYARD _ a % � cn 4" I LO 273.0 - E IN. 3 v; SETBACK TYP.' o FL -2B�4 FL =285. 10 4% P 0E rv" L -� EXI G FIRE HYDRANT CUO�' 2 :1 SLOPE MAX. lF",l •-t 6 • _ _ - � 2.5 HP =2 1 %179. 13 j 72.8' o�s ; EHINDA IDEWAL� GRASS OR TURF LINED I� _ __ 1 - - - _ _ TURF REINFORCEMENT 174 48 FS@ GARAGE= 273.2± 81.5 - - HP= 272.8' (ASSUMED) ,` ' OPTION OVER LANDLOK c, ( MED) �, FL -282.1 �� EXIST NG 6' SDG&E c- PROPOS x12 EXISTING 10' SEWER UTILITIES EASEMENT EASEMENT PER CARDIFF ' I AREA DRAI h FL =282.6 TREATMENT CHANNEL SANITATION DISTRICT I NOS OR EO AL �, 1 _ �; I I ti1vL�� 20 I o TG =281. 6 �� 6" P:VC, L =52', S =2 %T I AREA DWG NO. 176 LNE cU i? SEPARATE IMPROVEMENT NOT TO SCALE IE =279.0 I ", 1 ]] SEE PA ATE IMPR VE ENT J I I' I PROPOSED 12 "x12" I v PLAN OR LOCATION OF WATER A -1 WORK ORDER NH,. 1 3 1 %I o AND SEWER LATERALS ALONG 2948. INSTRUMENT NO r- . �. T n 2% 1 I h AREA DRAIN PER 14 508 SF NET 104472 RECORDED JUNE , NOS OFF EQUAL e `` u + BPA CE 0 ROAD m PA�281.5 u� 283.5 24TH 1966. `�, � � � ^ "� � _ i f � TG 280 50 v ~ o FS DW =28 .30 m., HP =283.2 E =274.Q . ae A (' /L P/L P/L EXISTING 8" V.C.P. fit_ ARAGE= 283.9± C,, F LANDSCAPED MEDIAN SEWER LINE PER PROPOSED 10' STORM ° �u H� @G _ ED) � ! S DW 28 .84 � SEE SEPARATE DWG A -176 DRAIN EASEMENT = LAND ', S =9% • � P ~283.3 ` , � ,� � I I FS DW =28 .09 � CAPE PLAN 6 " PVC, ` f � (I 6' PVC, L =56', S =7% P< PROPOSED 12" �- _ ; = 16' DRIVEWAY 3.5' 3.5' 16' DRIVEWAY 1 �` PROPOSED 15' SEWER _ PROPOSED G -5 DIKE FS @GARA`�E =273. 2t - _�_ �= s- - AREA DRAII�� „ � : � � -; c � ���� F S DW 28 .84 .1 S<pp ACCESS EASEMENT NOS OR EOU �- (ASSUMED) �© � HP =281.5 � X35% FL =27.2' TG =282. P• 90�� IE =27 cue 2 0 PROPOSED 10' STORM ' '> �. A - - - -- - - I j '_ ��� -PROPOSED SEWER LATERAL SEE DRAIN EASEMENT SEPARATE IMPROVEMENT PLAN 4" AC PAVEMENT dVER DWG 0. 9262 -I) o I 74.48' - F Cn � � 6 CLASS II BASE TYP. PROPOSED 18" RCP ter. 1 % _ �, { € S =2.5 %. L =16' F - SEE DETAIL D Z�� v o. , U °� 01 . i l >; . HP =273. 0 - 3 - w B DRIVEWAY SECTION PROPOSED SEWER MANHOLE ? % o R ,�. 74.42 y E T NG 1 1/2" WATER 9 r % ' 20 / METER (FOP LOT 7) SERVICE PER 140,.61 - - E REDUCED TO 3/4" E RIM -SDRSD S -2_ _w -.,. ~. , �... .- -- I NOT TO SCALD - = DOMES IC WATER METER 6" BERM r _ INV= 262.761 _T - - - --, e . '_ - - ' � ( z SERVI E PER W.A.S. STD. PROVIDE OPENING IN __ -? j j �ojjppQ� �s-� EX. WATER SERVICE.FOR b A� MAIN. ELOCRED�T TO BE CURB FOR DRAINAGE fix, __- _ -- - LQT 7 TO BE RELOCATED '; ? �� APPLIED TO OTHER PARCELS. 1' MIN. 2' 2 SEE DETAIL D , EE PHASE I' 4 EL 0 i PROPOSED 7' LONG x * }B" _- PAOPOSED 24 "x24" i ' s S %� -��,* RADlNG SHEET,2 I h f 3' WIDE MODIFIED CONCRETE .., BROOKS BOX CATCH g ,�_•, • a °' ',A�,�i�i� HEADWALL PER SDRSD D -34 BASIN WITH TRAFFIC + GRAPHIC SCALE. 1 " =20' FILL BERM INSTALL LIGHT RIP RAP. GRATE (SEE PHASE Z '� Q° (SEE SHEET 2 DETAIL D) GRADING PLAN) NOTEr pol PEI 0100 MIMI TOP HDWL =269.5 TG= 271.25 DING PLAN 0 40 50 IE IN =267.0 IE =270.2 LOT 6 ANY 11 D15MR6ANCE ON LOT5 2 FL =266.5 SCALE: 1 ° =20' OR 6 REQUIRES A LETTER OF PERM1651ON Al SEE PHASE I PROPOSED HEAD FROM PROPERTY OWNERS CONCERNF HATCHED AREA REPRESENTS LA DSCAPED AREA GRADING SHEET 2 FOR BEST MANAGEMENT PRACTI E NOT TO BE y -� PER SDRSD TOP HD .32 MODIFIED WITHOUT PERMIT FROM THE CITY. ffi_m W -� FL 26 TYPICAL PAD BERM NOT TO SCALE REVISIONS t ONS APPROVED ' DATE WW I( 7A< 2RrJ11 CaT 1 �► 7 P/L-mss I YPE A CONCRETE BROW PROPOSED D' I H PER SDRSD D -75 DRAINAGE PROPOSED 7' PROPOSED 15' PUBLIC SEWER ACCESS EASEMENT I EASEMENT FOR EXISTING 10' SEWER EASEMENT DRAINAGE EASEMENT I k. ~,. THE BENEFIT -SITE DITCH OF LOT 4 EXIST F 5'± PROPOSED 12' WIDE SEWER PROP. 10' PVT. STORM DRAIN EASEMENTI 13' - RIM =269.7 ACCESS ROAD WITH 4" AC I OVER 6" CLASS II BASE I 2' 12' PAVED ACCESS ROAD I PROVIDE 8' LONG 'HIGH P/L CONCRETE SPLASH W URB PROVIDE OPENING I ALONG CONCRETE BROW_ PROPOSED CONCRETE BROW Va TOP HDWL =269.5 IN AC BERM FOR I TOP HDWL = 270.32 ¢ ° DITCH PER SDRSD D -75 PROPOSED 1B" RCP IE 18" =267.0 DRAINAGE 2% EXISTING CONCRETE BROW (REPLACE EXISTING) DITCH TO BE REPLACED WITH - " CULVERT TO BE " - CONCRETE ENCASED IE 8" =267.0 FL= 266.90 NEW CONCRETE BROW 1 _- DITCH PER SDRSD D -75 • ` FL =266.5 18" RCP, S =2.5 %, L =16', D -1 50 - (CONCRETE ENCASED PER S -7 ) F PROPOSED 4' LONGx 4' WIDE -� PROPOSED SEWER MAHOLE RIP RAP ENERGY DISSIPATOR 1 PROPOSE PAD PER SDRSD S -17 + 4 PCC OVER 6" CLASS PER SDRSD D -40. USE LIGHT 1 _- -- EXISTING 8" SEWER MAIN II BASE (TYPICAL) RIP RAP 1 12 PROPOSED CONTOUR 2 - INV EL= 262.76± 7' LONG x 3.5' WIDE` 7' LON P/L x 3.5' WIDE i ' MODIFIED WING MODIFIED WING 10' PJ S L� EXISTING 10 'SEWER TYPE HEADWALL TYPE HEADWALL EASEMENT .i PROPOSED 7' WIDE GRASS PER SDRSD D -34 PER SDRSD D -34 LINED TREATMENT CHANNEL SEE DETAIL THIS SHEET � 'ECTION PROPO, � 1 "' ` C SEWER MANHOLE roRTe D PROFILE 18 RCP STORM DRAIN CHANNEL L AND DITCH OUTLET 3 NOT TO SCALE JcC' 71(of! 3 NOT TO SCALE 3 PLAN VIEW - NOT TO SCALE gE)cf 11'31.13 REFERENCES DATE BENCHMARK L u TLANN{rl(X s ! �� lr4(c �'` M A APPR VALS CITY OF ENCINiTAS ENGINEERING DEPARTMENT DRAWING 70 . - GRADING PLAN FOR: CITY OF ENCINITAS HDRIZ. 6 VERT. tEVIEWED'BY� PLANS PREPARED UNDER THE SUPERVISION OF RECO�tEND PPR • CONTROL PT. "P2", FOUND P. K. HORIZONAL 1 " =20 '_,jam DATE: a OS BY: _ _ _ - Y: R® NAIL, IN AERIAL PANEL, REOUEZA ROAD ST. WEST OF I -5 BRIDGE, VERTICAL N/A /IS /7�o� R.C.E. NO. 29577 DATE: /�a_ !- DATE: _/2f APN: 258 - 370 -52 ._._ I AYNE PASCO f� EL = 174.36 AMSL. VATS ; - -, EXP, 3 -31 -07 t PLANNING CASE N0: 03 -018 TM, DR, CDP, EIA V H d Ul lVlw�`r A arl WWN F(D Vl Q O� v rQ m -P a�LC SHEET 3 OF JR PE 1006 PRECISE GRADING PLAN - 840 BRACER 0 ROAD � � �LF TO PRIVATELY GAINED ®/F oP�►galhiGe 111 SGrQ'�JGii'�1rj ' I _ -. FFROM TIE CITY MODIFIED T PET#Ilsslav ` r�t•l, Ivl�n lf�r•�KG € �� � , G 1 `�� iS �' r`4'" •' t 1 INSTALL 2- HTari 1 33. PER L� RAP 1Mp �?� �R1lr Rmw P/L To AT OUTLET D-75 BROW DITCH 6' HIGH SCEEN W OF SLOPE, o SEE DETAIL Cl SEER 3 SLUPSTOrE FIN 7W]dFG 2723 FL 271.0 M PAIJ BNWG 272.3 " "' , TW 275.5 - " 5' FROM P TW 274 OFF 5 11N@FG 275.0 FL272.0' 7W@FG 274.0 - �•(® v °BW@FG 272.a `3 rY APO 6' HIGH SCREEN WALL SLUsPSSTO E FINISH ( 35" HIGH SCREEN WALL EXISTING SANITARY (LA PAZ) ti ` 7T ' SLUMPSTONE FINISH f SEWER MANHOLE PROPOSED 5' DRAi aA PAZ) RIM=291,14• EASEMENT OVER LOT 7 FOR `+ $ ' BEG. l4 Y INV= 280.92' TFE BENEFIT OF LOT 4 6 SCREEN WALL ® S_UFSTGIE FINISH ( J SB9 8f 5! "14, 14 93' ' 77" , t FL 284.4 -" 295 0 BW 289.0 0 ! 5 -- - c 3 •, 0 42' PILASTER 24^ FLOW SP'�CIFICATIONS I---- FE�.E r� TOP VIEW Omit �aV PA TE FO O-ENM faaw PM Si -M „ © 156.1 105.1 6.3 EFS FLOW SCHEMATIC $4x5AEW STORM STARLESS SnM :!I SKIMMER 1 a ORAINi TURBULENCE t DEFLECTOR PROPOSED 5" Pvj r • I: .1 I,� , � � fie, - >': . °.1•a ^m r•• 1 •r 1 r i:• k / :r . TGi ^ I a• 1 /• �� , •, � li �� 1� I� • 1 :.: I■� •11•.9.1 'la• J. .a 9 1 t I /:. 1 1 ■ ■ ■ ■ ■■ 4 I / b , � •�--- ...�jiILI , ���I� 1 •s►1 Ia1 r r• . I /�� 1•a 1 l al , i 1 •'�;j w w ''1 - 1 a I I ti : , ■ I ■ ■ ■ ■ ■■ i ■�� :� :C ®'��� w I�I 11 r` 11 ,,Ia• :e KIM 9 ^ 1 t 9• ' lay. . ' , , �.. , ���1�LH �;� � bbai 7 a 9 'II �' it •7 a A 91 .�� V 1 � ; I ; j � . ' 9 „ �a�.�....�e_I■ �, � ■��■1' e.- �I� :r : J: � : ® I �. ®-- . � "r.�1 . ;> / 1 Ir � 1 I a r11 Im 1 •r , 1 ��rLi /° 1, � � 1 ,,, r a1 t r ■ "a r I•., .. 4 I_ .� 1 'I ..,1 a s I I '1/ I I 'T h m •r •. v ..a. r �.� xl I / r. - 1 .,, In .i r � � a• r • • 1EE=2 1. 4 ltd •• �\ 1 I V.II 171 I •a. ~C t r•a9 I• �� / 7' WIDE STORMWATER BW NOT TO BE PAD 'AS S-JOWN ,. �•. 1, �, !1 f• •a7 r )' ♦:11 I ••:1.•ICa► "'I /14ID W I I i _ • 1' KIN I• 1 ^a 9 •� l • ..1 Ca1 1 t� OVER TURF REINFORCEMENT E =I�` "v �. e • r �:I �"���l�_ vt ,,,., �I..I 11 I'k9 1 1' ,1 ti r ® ®s■® ® I "�. ��u� '! ' `I �- - - '�I�Ir ,. •, -,,a1 , a. ,•. ® ®Ey�i 1 1 1 C . r VIM! -•• Y9 `' - •��e� \ -�� ��I� � �Aii r 1 ha l 'I 16' DRIVEWAY pop • VdMJ PROP MASONRY RET. ,. , I ■���I��i ` ® ® ®_ ®�1 ®f••i.�l • 1Ir ^�h 1 1 _f •� ... / ®► III■""' °• L _ 16 WALL W1 SLUMPS in iiiJ PCC PAVE,i OVER ^1•taal , a• r li =i,� ,t A SECTION COMPACTED NATURAL GRAL)" ACT TO SCALE PROPOSED 5' TYPE A CONCRETE DRAINAGE DITCH PER SDRSD D- TW BENEFIT I 1 • ,• - - - �s- vwee-- v.p-r .nvnw.,m iv.r.,.,,v.a,vr......�.. v -.n -f'_ �� � 'I I © � 1 1 • t a r ••1 n' 1 °a 1 1 1 1 eeT OF LOT 4 ROLNDED CAP M 6816 OR V' MOOTED r • a• as Jill OF 6' • CMU WALL If -#6 SID JOINT 7,�ZNFORM-i I'II 01C (3 PLAC PER LEIC 1 USE , A' 8' C' x£1.1; E' VERT H' BAR �09 SKR#Ei PMTE= ':Z 123 1623 6.7 O8 X, DONE 0+1'-5 36. 0/C - 18-LCNJ 3' 6Y -PASS , DRAINAGE 2% I - - - 1. C0Vi LOCAL CITY OR COONTY BUADM AM SAFETY DPARTM34T 24" cad, _N 2=B° 3 -3' 16° #4@ 16' 0/C 41' 32" 0/C 3/4' 23 1435 F 43 CFS FAULT (SAN AN AS (Mi CUCAMCMi,U I/5E BO MSIN FJQ�OSiE C PER SDRSD S -17 FL =26u.5 (CONCRETE ENCASED -ao #4@ 16° 0 /C�49' 0/C 36° 3'A° 3'v• 21° PCC OVER COMPACTED Nr9Ill1 Ste' 5m 1435 NATURAL GRADE (TYPICAL) NA BOA 43 CFS Si -M „ © 156.1 105.1 6.3 EFS FLOW SCHEMATIC $4x5AEW STORM STARLESS SnM :!I SKIMMER 1 a ORAINi TURBULENCE t DEFLECTOR PROPOSED 5" Pvj r • I: .1 I,� , � � fie, - >': . °.1•a ^m r•• 1 •r 1 r i:• k / :r . TGi ^ I a• 1 /• �� , •, � li �� 1� I� • 1 :.: I■� •11•.9.1 'la• J. .a 9 1 t I /:. 1 1 ■ ■ ■ ■ ■■ 4 I / b , � •�--- ...�jiILI , ���I� 1 •s►1 Ia1 r r• . I /�� 1•a 1 l al , i 1 •'�;j w w ''1 - 1 a I I ti : , ■ I ■ ■ ■ ■ ■■ i ■�� :� :C ®'��� w I�I 11 r` 11 ,,Ia• :e KIM 9 ^ 1 t 9• ' lay. . ' , , �.. , ���1�LH �;� � bbai 7 a 9 'II �' it •7 a A 91 .�� V 1 � ; I ; j � . ' 9 „ �a�.�....�e_I■ �, � ■��■1' e.- �I� :r : J: � : ® I �. ®-- . � "r.�1 . ;> / 1 Ir � 1 I a r11 Im 1 •r , 1 ��rLi /° 1, � � 1 ,,, r a1 t r ■ "a r I•., .. 4 I_ .� 1 'I ..,1 a s I I '1/ I I 'T h m •r •. v ..a. r �.� xl I / r. - 1 .,, In .i r � � a• r • • 1EE=2 1. 4 ltd •• �\ 1 I V.II 171 I •a. ~C t r•a9 I• �� / 7' WIDE STORMWATER BW NOT TO BE PAD 'AS S-JOWN ,. �•. 1, �, !1 f• •a7 r )' ♦:11 I ••:1.•ICa► "'I /14ID W I I i _ • 1' KIN I• 1 ^a 9 •� l • ..1 Ca1 1 t� OVER TURF REINFORCEMENT E =I�` "v �. e • r �:I �"���l�_ vt ,,,., �I..I 11 I'k9 1 1' ,1 ti r ® ®s■® ® I "�. ��u� '! ' `I �- - - '�I�Ir ,. •, -,,a1 , a. ,•. ® ®Ey�i 1 1 1 C . r VIM! -•• Y9 `' - •��e� \ -�� ��I� � �Aii r 1 ha l 'I 16' DRIVEWAY pop • VdMJ PROP MASONRY RET. ,. , I ■���I��i ` ® ® ®_ ®�1 ®f••i.�l • 1Ir ^�h 1 1 _f •� ... / ®► III■""' °• L _ 16 WALL W1 SLUMPS in iiiJ PCC PAVE,i OVER ^1•taal , a• r li =i,� ,t A SECTION COMPACTED NATURAL GRAL)" ACT TO SCALE PROPOSED 5' TYPE A CONCRETE DRAINAGE DITCH PER SDRSD D- TW BENEFIT I 1 • ,• - - - �s- vwee-- v.p-r .nvnw.,m iv.r.,.,,v.a,vr......�.. v -.n -f'_ �� � 'I I © � 1 1 • t a r ••1 n' 1 °a 1 1 1 1 eeT OF LOT 4 ROLNDED CAP M 6816 OR V' MOOTED r • a• as Jill OF 6' • CMU WALL If -#6 SID JOINT 7,�ZNFORM-i I'II 01C (3 PLAC PER LEIC 1 USE , A' 8' C' F' OONEL E' VERT H' BAR 2. -0. ..,�. �. #4@ 16° �33° M 32. 0/C f4@ 16' / ^�. X, DONE 0+1'-5 36. 0/C - 18-LCNJ 3' Y' BAR , DRAINAGE 2% I - - - 1. C0Vi LOCAL CITY OR COONTY BUADM AM SAFETY DPARTM34T -- 2=B° 3 -3' 16° #4@ 16' 0/C 41' 32" 0/C #4@ 16' 0 33' 6•f �22• r - PROPOSED SEWER MAHOLE - IE 3"-767.j 18' RCP. 5 =2.5 %, L 16', D -1350 PER S 7J 12 °� FAULT (SAN AN AS (Mi CUCAMCMi,U I/5E BO MSIN FJQ�OSiE C PER SDRSD S -17 FL =26u.5 (CONCRETE ENCASED #4 FDRZ. CONT. DETAILS AS SON ABOVE CHART. #4@ 16° 0 /C�49' 0/C 36° 3'A° 3'v• 21° PCC OVER COMPACTED M 32° 0/C 6 "r727. NATURAL GRADE (TYPICAL) NA �° a DONE - 01C PROVIDE I�I MIN LAP INTO CMU HORZ hl I LEVEL 11ACKFILL - NO 9JMW. PROVIDE 90% HIM. A� r• . s r a :•r NO ll I' �IIIE� 1 r : a r OF f ' L s `i I- WATERPROOF BACKSIDE O FETAINRG W/ OBP WATERSTCP% i -2 i l ( H' BAR b 04 hOTZ. CONT. @12. O/C @ TOP AND BOTTOM AS SOWN sS DE51, r N h 9 • 2. tALLOWABLE SOIL HEARDE PREMW = ,, ., ILLOWABLE LATERAL PASSIVE PFESSUIE 150 PIF 3. r., C.:/ STRENGTH = 2000 PSI 28 1. FEAFORCM STEEL : 94ADE 40 FOR 14 BW AND MIER G GRADE 6r FOR f5 • I LARGER r: SEE N07ES FOR EACH 1 HALF I)TREM USED NO SPECIAL D&RCTION FEW. NINO PROPOSED CONCRETE BROW DESI SAD BO MPH EXP C W' a MAX. WALL IS TO SRYNy'< C(uTEMD. WERE WALLS ARE FOUdL�D IN 91 FOOTING 3' -0• DEPTH 6 f t3•'.- E/y'1IC JV� rl11IV A CV' 0/C C0N'IAOL ,.G1NR S•"ACIMi. #4@ 32. 0/C X, DONE 0+1'-5 36. 0/C - 18-LCNJ 3' Y' BAR 36. O/C - 18' IM N s e o� c� �1 E jx ti GRADING Pd erilV - SLBOIVISION BOU'DARY 6807AL NOTES � P/L r-FOAM CAP 1. CONCFE7E BLOCK S{ACL CO^F09M TO 1 IC STD. 21-4. 091X1 STD. PROV17Dt 8' LONG x 1' HIGH PFECISIM SPLIT FACE SLONFM OR NEDEELOCK S Or< MAY BE USE SCALE. 1`-20' CONCRETE SPLASH WALL CURB 2. CawEm FOR FOOTING S{ALL BE 1 PART GEIfSNT TO 2-1/2 PARTS GRAPH C SCALE 1 " =20 ' ALONG CONCRETE BROW DITCH SAND TO 3-112 PARTS GRAVEL WITH A MAXIMM OF 1 -1/2 G4LLO6 O' WATER PEA SAO(. PORTLAND CEMENT 9*1 MOW TO ASTM C 150 QPOFESSjO�� EXISTING CONCRETE BROW � n TYPE II/V. Fc = 2000 PSI Cv0 Q : /J DITCH TO BE REPLACED WITH -� 3. REINFORCING S11I3 SHALL BE fic HIED AND CONF09M TO ASTM A Q 9 [n 0 0 40 60 NEW CONCRETE BROW I I ORCO 661a E61E OR 5618 au 615 GRADE 40 FOR 04 BARS ANO SMALLER GRACE 60 FOR #5 AND AZ Q s� 2� DITCH PER SDRSD D -75 f DUTED ONLY @ V1AT STEEL LARGER. PROVIDE 40 BAR DIAMETER LAP FOR SR" 40 FEBAR AND 48 � 3 O Z BAR DIAMETER LAP FOR GRACE 60. rn PROPOSED 4' LONGx 4' WIDE CD 4. FEBAR SHALL CENTERED TIE xETE max CELL w w No. 29577 m RIP RAP ENERGY DISSIPATOR I - I PRCr:SED PAD NHICH IT IS LOCATE, m Exp. 03/31/07 HATCHED AREA REPRESENTS LANDSCAPED AREA , f PER SDRSD D -40. USE LIGHT ro D4DP INl BAR 5 C BLM Si BE LA� A' A WIMP BOND PATTERN FOR BEST MANAGEMENT PRACTICE NOT TO BE / / RIP RAP 2 - -- Pn:iPOS. D CONTOUR WITH VERTIML COri of TE cats U.N.O. f is d 6. ALL BLOCK CELL CWTAINB49 VERTICAL FEB4R SHALL BE SOLID s P MODIFIED WITHOUT PERMIT FROM THEi, CITY. P/L- 1 aDUTED. T CIVIC- 10 7' 7. USE CEP TYPE S MORTAR PROAORTIVEO USING LBC TABLE W. '47F FQP ORCO ANTIQUE COBBLE EXISTING 10' SEWER PROPOSED 7' WIDE GRASS STD A. i PART CEMENT To 112 PART LIME TO 4 -112 PARTS DAMP, OF CA1Z CREAM/ BROWN 70 %- BUFF/ BROWN 3 EASEMENT -' LINED TREATMENT CHANNEL @ 24" 0/C (3 PLACES - 4 PLACES LOOS= SAND' r CLASS IT EYB® SEE DETILILL THIS SHEET FOR 7' 6 8' WALLS) PER IBC STD. B. GROUT FOR COVETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS PAVERS OVER 1 " SAND BASE OVER 1 SAND (GROUT MAY CONTAIN 2 PART`S' 3/8• PEA GRAVEL IF NEATFEA 1,rlltiNNFI. ,°lL D D11 CH OUTLET L ET 21 -10. USE #5 STD. FOR SLLPP BLOC( CONDITIONS ARE FAVORABLE AND BLOC( LAMTRRLC70 OIL SIZE IS S.FFICIENT TO ALLOW M ODUT FLOW). WATER SHALL BE ADDED TO 3 PLAN VIEW - NOT TO SCALE P90000 6C00 GROUT FLOW WID,IOUT SEOEGATION OF TIE P/L CONSTIIDENTS. I I 9. BLOCK STEM MAY BE WET -SET 1 -112° INTO THE FOOTING WHILE I PROP SED 7' I P/L X' DOWEL @ CENTER OF D#J DE C'ONCAE7E IS PLASTIC (30 MIMITES MAX AFTER FOOTING EXISTING 10' SEWER EASEMENT I DRAINAGE EASEMENT I CONGETE HAS BEEN POLED), 10. FOOTING MET BE POLRED CM OR INTO U`DISTORBFD NAR.RAL SOIL PROPOSED 12' WIDE SEWER PROPOSED 15' PUBLIC SEWER ACCESS EASEMENT I OR ON CCMPACTE FILL WITH A MINDIM COMPACTION OF 909 5'f RIM-269.7 I I ACCESS ROAD WITH 6" PCC 11, FIRST DSPECTION TO BE AFTER FOOTING TRENDES ARE READY I I OVER COMPACTED NATURAL GRADE FOR CONCRETE AND ALL FEOIIED STEEL IS TIM IN PLACE. SECOND PROP. 10' PVT. STORM DRAIN EASEMENT I 3' 0-75 BROW DITCH INSPECTION TO BE NO RE REQUIED VERTICAL IS IN PLACE AND - • .. � I 12' PAVED ACCESS RAAU v ai 1 �r THE BLO(1K WALL 15 READY TO CfD1/T. 12, MAXIMM CONTROL. JOINT SuACING: 40' 0/C CAR 20. O/C IF TIE PROPOSED CONCRETE BROW 2 I 1 a MAX. WALL IS TO SRYNy'< C(uTEMD. WERE WALLS ARE FOUdL�D IN 1 DITCH PER SDRSD 0 -75 PROPOSED 18" RCP TOP HOWL =269.5 PROVIDE uPENING I Ti IDWL= 270.32 I 6 f t3•'.- E/y'1IC JV� rl11IV A CV' 0/C C0N'IAOL ,.G1NR S•"ACIMi. (REPLACE EXISTING) _ CULVERT TO BE IN AC BERM FOR {{ ADDITIONAL NOTES FA CANTILEVER SOREETN WALL - CONCRETE ENCASED ` ASE IE 18" =267.0 r DRAINAGE 2% I - - - 1. C0Vi LOCAL CITY OR COONTY BUADM AM SAFETY DPARTM34T -- FOR SIRE SPECIFIC AFPROPRIATE WM SPEED AND S POSUE. = 266.9;' FL- 2. FOR SITES THAT AFE 2 Km. OR LESS IN DISTANCE FROM A TYPE A r - PROPOSED SEWER MAHOLE - IE 3"-767.j 18' RCP. 5 =2.5 %, L 16', D -1350 PER S 7J FAULT (SAN AN AS (Mi CUCAMCMi,U I/5E BO MSIN FJQ�OSiE C PER SDRSD S -17 FL =26u.5 (CONCRETE ENCASED #4 FDRZ. CONT. DETAILS AS SON ABOVE CHART. 3. BLOCK STEM MAY BE PLACED TO EMS EDGE CF TIE TfE1NC1 FOOTING. EXISTING B" SEWER MAIN PCC OVER COMPACTED 7' To DAYLIGHT - 4. FOOTIIO MET BE POURED INTO UNDISTUDED N4TLFAL SOIL OR INV EL$262. 76t _ NATURAL GRADE (TYPICAL) NA - ACRID FILL WIM A MINIIM COMPACTION OF 90% ri1F■�r)tl,�le7 ►?Si►3�:i�n� .1i @!r'� MIME r =JFAWNM� _L�■f$��r�� COMS 5. PROVIDE #4 FM99IIONTAL L'ONTIMXIIS FEBAR @ TOP AND BOTTOM OF � < 7' LONG x 3.5' WIDE THE0 FOOTAG FOR B' HIGH WALLS. 7' LONG x 3.5' WIDE MODIFIED WING 'r MODIFIED WING TYP2 HEADWA11 �'; e: 1 TYPE HEADWALL PER SOP_i ,1 =34 a �- - SECTION PROPOSED 8 RCP SEWER OLE PER SDRSD D -34 D PROFILE 1 fI" RCP STORIi/1 D ;�T E5 U, c PEEN WALL DETAIL W13' -4 "RETAINING PORTION & 6 SCREEN WALL DETAIL 3 r► NOT To SCALE 3 NOT TO SCALE N07 TU SCALE PRO ALS CITY OF ENCINITAS ENGINEERING DEPARTMENT D1tA�VILN� NO. uim REVISIONS APPROVED DATE REFERENT TIATE BENCHMARK SCALE PLANNING & BUILDING MHS SRJ BMA 7JL "`aP W "A - SHEETS 2A & 3A(� SL / PLAN-1 PREPARED UNDER THE SUPERVID ON OF RECOMMENDED APPROVED GRADING PLAN r ^R: ovz: TaV�� 2 CITY OF ENCINITAS HORIZ. _ V•_RT. REVIEWED BY: pAn py��- 1-m? CON`i i DL P I . "P2 ", FOU,NO P.K. HORIZONAL 1 " =20' N/ /) GA O DATE: 21W104 BY: 840 13RACI� O ROAD � au,u t ar NAIL IN AERIAL PANEL, REQUEZA Qj lw R, C. E. N0. 29577 APN: 258- 370 -5- 3 4 -11 C�4S - ll- -/1 ST. WEOT OF I -5 BRIDGE, VERTICAL N/A DA E l YNE A, PASCD DATE: DATE: I cl O EXP.3 -31 -07 �R, COP, EIA SHEr_T 3A O' K &a EL = 174.36 AMSL. PLANNING CASE NO: 03 -018 TM, PE 1006 e a x'�E4rv..'a e °�'w^d'Sarv`rdn?a�.LAV�� }uvse L z+�.,•- 3�v.�w£u�i]wiutisv2..vu "..ice' uew3ba u.�.. � .Ab�B3�4_�Y? >�� ..?aEt�°v:;HHLT °+3.ewTu.��3T ^' i3cT ^R£' PH, HYDROSEED N OTES R OSION CO A BlRACFR 0 R OAD 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER,, WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF jF I I THE HYDROSEEDED GROWTH. #t ' 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:" �7 I A SEED MIX SHALL CONSIST OF NO LESS THAN' Of 1. 20 LBS PEP ACRE OF POSE 2. 20 LBS PER ACRE OF ZORROCFESCUE f ( ` 5_ i 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA X ®°X X X X ...... J....f ... i ::,°, ---��4 r; 5. 3 4 LBS PEP LBS PER ACRE OF ALYSSUM MILLEFOLIA (CARPET OF SNOW) :: ,,�,'u :: ;? r✓ - .. �/ 6. 112 LB PER ACRE OF DIMORPHOLECA f . .. .... .... ...........................:... ................... : , . • ........... ..... ..... .. .,' r'' ✓� •e, . : :. --ri- ,,r f✓ f > N ,,, \ „� ru .,``l / • ::.: i5� i j �' " f - r r `+. 7. ITEMS C, D, E AND F OF THIS SUBSECTION MAY t r r t BE OMITTED TED ON LOCATIONS WHERE THE AREA BEING / f : t::: r f ✓ ........... z _ I,, ,......... / f s...k}. HYDROSEEDED IS NOT VISIBLE FROM EITHER A r..y r.•.w.. - f ✓L.F,> x >, PUBLIC STREET r :.::... :..: ! ✓ d' :ff.: OR RESIDENTIAL STRUCTURES. .._.__.d . ............... . ,`` f r ,r / J°J <' ,r ✓ r '' „ % > !' ,r'" ✓ ? r` `,d�, ' SI- . 1 i O r - - !; p ` f ?..,...... f t f ,. F ; : :.p. GRAPHIC SCALE 1 " -20' B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED d <.. � i � ✓,+ , f !. .✓' ,f /r `-�.? :............ t ; ! r o't � :::.. "r`' ,;'' � �''� J { ,r" ! r` ,✓`' ^'�. f' f �': L^4J'`0`• I ! - ED r,, ,�,,,,, ,% � f �i ,_ ,' f ,,,; ,,,,, _ , ,/ , • .= ,' f , , �- - WITH A NITROGEN FIXING BACTERIA AND APPLIED .... ,. .... `` ,' r ,; r 4f r \.::::�::::: :::: ::.::: �; ` ,,` ,' r �„ ,. ," ,` , r'i !•' ,, � I � DRY EITHER BY DRILLING OR BROADCASTING ' ,: � r J , / , ;' , 'L ........... ...... ...: f /` ✓ f< , " <<'' >, ,' ,,, ,� / ; �:•'• {•:�1.1•: l a I- « BEFORE DYROSEEDING. f `' ° •; .,.. .{ t f d ,� / f r ` ! ; ;. f ; P ,' ! t f t > f �' '" y r f ' < f ✓ ✓ . / ' II :.:.:.:.:..:.:..:.:..:.:.:. . ..:zX...1.:.1 .. .... .:..... h . . .. ... . 1� •• •......Cn•O . :.• . rf / ' ` r r '.� d f ........!': � ' >' ., , f + r , d' ,r` %' ; ' ,/ ' ' > , ✓' ! i d "` ,% ! , '` < � r ,, s'` 1 d , > , :::: A{E3I;: : • f ; i 0 20 40 50 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO LEGEWD E UNOPENED WITH THE CALIFORNIA DEPARTMENTOF FOOD AND f { z:'..,. :: J!, > ,,' ,f f' ;' ,, r ., ,,` ✓:::::. c1t ..ctr . cy ..cv :. ,, ✓: .{ r / f {, I 3 iK..w..� .,............ . L : :. ,� °a....:; . .............. . 1 j. : ✓ *f ' „,' . ` f ^ > r , !� . ! ,` ..r ✓ , , f,, > . ' ; ' > r f t ,_ ' <, J f .f ; ` r .� �'" : r ` ��:. .' :. Kr.� ..: .' :. : .:.' .: :. ..::.::.::.: : ..::.::.::.: : .::..::.::.: :. .::..::. :: : : f f ; f � � f / r , . ,I ` " J , r .::.:.:.::. . .•7:: :?:: : : ',f / f/ „✓ , ✓ d ,r r r ;. f / J r' 9 .✓ f . ' ` f✓ 'f ' , > , ' ,l '° , f: f , ` r ` ✓ �:''� ✓ ✓ s ' , r > / , < r ✓'f f!` ' % ' r " "�• ' J: ° ! r : ' ', ` ✓ ' f f !' r !, 'f ,f ' =1 : >:. ' ,•° I �c�y •� A : � I `i f ' i PRINTED ON SAID CONTAINERS. CERTIFICATION TA G ATTACHED T0, O R ✓' s. STABILIZED CONSTRUCTION ENTRANCE 10. NON - PHYTO - � :, - , f ,,. , f , .� / j , " f d f , ,+ I, ,� ✓, l p - J 1 f ,. , ` f , / y \ , J f ,r r , ; ` f i � , ✓ r � I` � :. :... : '..,::.:�...:: . . : .,.:�.::.::. : ,.:..�:..:...:.. :. •..�.r... ... :. .:. •.i. r' r •. ; ;�l �` r, r � .•.�. � SgjT • :: . : 1 ✓ ' ", ,, ' f / . r , > !J/ i f . ,,,r r d ,' , l ' % f ` ` f, r>` '`' � / f q j r �•;:•�;�b(}!;• I �- �; f pp�%p TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF . Ts: SEE DETAIL THIS SHEET THE CONTRACTOR. TYPE APPLI ED AT THE RATE OF NO :.... : •.. LESS THAN 2, 000 LBS PER ACRE. TYPE 6MULCH f i > ::::::. ir: ✓ r ✓ r ✓ r ::A: (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDROSE D < d > r r > % ,r. > ;, ,f ,,`' ... E SLOPE PROTECTION ' f r,••••„ • HYDRAULICALLY APPLIED F , s � ,: ,✓ ' ,� ,- � x:. •.�:::::::: •:::. •:::.: •.. ,. > .......': 9' . d' >'` ,> ,, ''� �' "+ r /`J :' r ;✓� ...4. �` ; OR EQUAL) FIBER MATERIAL. WHEN ?£ ..... , +` r` r° r _ ,,+ r .......:......: •. •::::. •:. ''� ...... •. ° 0 ✓',. ,�,✓' ,- :r f ,r ( ) STRAW IS USED IT M / •,✓ r ; f ; :... US? BE ANCHORED TO THE t ✓ F ......... .. s r ' ✓' ,,' ! :.:� . SLOPE BY i r pt r f ,f ✓ f > ,✓ - - ✓ r, d f r l..........4. I MECHANICALLY PUNCHING NO LESS THAN - _ `• .f= SAND GR VE 00000000 50% OF THE STRAW INTOT ,r r .............::::::::. a^ s -.. i` , �yY {t / L BAGS (2 HIGH) HE SOIL. 7 t....5. r.,x .i .: J,f f`'! ,f✓ .> .'' , ./ , -,:::. '::::, ': .. :'.::: �.'.:... ................... ............... ... '..- ��..,'" ,° '.7::: -.... ...�' ! ,i' ` > - -.--,, z` .......:.. C. FERTILIZER CONSISTING OF AMMONIUM C.. f ::::: t �.yl SILT FE CE PHOSPHATE SULFATE, ..............::' X X E. 16 -20 -0, WITH 15% SULFUR 4� F 500 LBS PER ACRE. i ...: d' , °' ` f ,`� •` '' f ,, ....,. .... .. ::: � .r APPLIED AT THE RATE 0 20x 8% 4$ Q• =a r 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO �'✓ °'t f p - - - 0 : \ „ ! t }, �f �� _ ' HYDROSEEDING BY: 4 _5 %, 1 J' .'. �T_ € i PAD AREA IS 710RRMAINEXPOSEDFORMORE A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR obora b O 0 _ .�,.`'� `•. <_ I I ! f ''f 3MON7WAFTBRTFIECONCLEWONOF A COMBINATION OF: ... ,�?" �T ; �T k i S GRADING OR IPCITYJWGVYEI3R DEEMS TT ER THAN 6:1. J_ � 1 PIPPING AREAS SLOPES STEEPER BREAK UP USING 3 ,,: , o;•' r <, / �r, f ' ". S' A BLANIMT,COCONUTPMERBLAN�'� ITEM 1 ABOVE. I INSTALL �, '- - B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR I : ` r -- r6- ° r ..,.... ,k ,.... > ,, ,: ` , --�. f q << � B %, 0 � <,' � �`,, 0 • o � � �� � , :� _ � i � ';f'.`' FABRIC, OR OTfIffi2 =APPROVED PLANTING BY: I SJUFENCE p ' :' ;�` f ,r' r < ,.r sb �• " - Q 3 © ' , '' /` _J ' I I OSIONCONTROLBMP. 1. ADJUSTING THE SURFACE SOIL MOISTURE TO SEEDETAILd ✓ ✓ a PROVIDE A DAMP BUT NOT SATURATED SEED BED. ✓; ✓d t ,' ,' p r�.' f # .""- �. l� t _ I I 2. THE ADDITION OF SOIL AMENDMENTS, �f�c[hfTic+ [v rr. O t r ENDMENTS. PH 17.LS ►7.1 _ ,r' ,' r f ✓ ;' i ,r' . gyp.... .:, �. <.,�1 -! \ i ; I �7" PROVIDE ST lLILED ADJUSTMENT, LEACHING OR COVERING SALINE ✓d A > [ • t° ✓ r;,. ,J C� ::.:::. ::.:. ::.:....... . f r :::::::::..::.... ::.::i:::;::: ....... SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 3 � +:,..�: .., f ,f r , ,� ✓+ ,; f'r � , ...........:.�::•::.... fd �, .s........ I I i a TRU ON ��+� Ems+ (� (7 � :. ;' ........................ ,, r, ; d +.�i.., f"" ,. i -,Gilt DG 1 A� F7 47 • ' � ' ••••••• ••••••• ••••••• •••• ,`` `` .r �r i HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS -, ....1..:. .. j,� ✓ Fy, / ; ! > ; ........................... ., � f: f> +f ,. •::......:�`' ,' ;' ! r , ,,.. ; � , .�..,�. TH GROWTH UNTIL i � � ', •�' ,.t ,; ,,, f _, ,f ........................ ...: / , �"� •`"�':� "'�,,,;;;• ',• r E PROJECT IS PERMANENTLY LANDSCAPED OR, FOR _ _rt..e., _. n. ,+ r' " "j ✓ f ! AREAS WHERE HYDROSEEDING IS THE PERMANENT r . ' t ' !< ,` r :' r" r 1 ": TOTAL L6NQT Z -ill/ QG AR ENT LANDSCAPING. UNTIL f f ( I H 6 THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. j , ......, ..... ✓ ; ,� f rJ� f , ` ;' ;r , j t 6 . .... �, .s f ,^ e' J ' /l //✓ r .... ...... •;:.': `G1r , J /• %` ;.,` r't t I f i L 52 All r f I r , ...,........ ✓f % /'' : / i`` i 4 X li X OR� ,.,; � - :::::. '::::: d f I, r t f ,% r ! ✓ � •'. 3 i , . y f r r r C,f :.:::::. :::.. >' i' / f f MN1� H161(Wi1LL . i ' -: � ... •' `' Al ,^{ / ✓!f ff` .ff 'f f r . -s. f� ,r° •,•.[!, i / ✓ str:: ::.zV :::.:::::.::: ! ......... fin.•• ::{f I6 f` ,,., �.. ., > .q f f .r >� ✓d +'` - Fl7 .. N. �. � .. .... ✓ >` ,� ;'F fr d ✓d ;`` ,r j' r ; " .r' � >i' ''` �. k� f� r r ,,,P rTI'. :::,i'' � f' ! P '..✓ , i ,f , "` � „ �., j: „'T'• i':: /' / f� / ✓ r J'! 1•✓ •� :,I:1, k 3 I >� �� ,`✓ d �� � � f , -'' ,, d ; � ; j ( � � � r��� � EROSION CONTROL 1, ; f, r f. r f`` ; `' '` > I f k 3 A -T OAR , ,`' >'' ✓' d :..:::.. ✓ tea/ �,' ,.., f ,> r s'` f IN CASE EMERGENCY .:�' I ,,- ,+ r ✓ ,= r .' ! ....... •......,... ' ' '' ;` > '� t' ,`' ,`' ✓ -' • r �:.:{{: WORK IS REQUIRED, CONTACT '.fi` .✓' f ,' r ✓ ,� s'' :. , ..,,. ci •::: J tJ i r` r'r' r` .. ...... ..... ..:+... ..... } y al' r i r ,` ,t ,,,' ,� ........�•.::•.:::....:. ;� d I ,, : d ', ........ ' ,. + r ,,'. r" ,`` -. �,�r r" �� j ? ,' � WALL ODi1V 6 Z 0 pp -& JAMES BASIGER 951-296-1101 (24 HOURS A DAY) .. l!° rt f ,.1 ,+ a.� � ,r` ,t i. /` ,` / � �: :`q. ,I � ✓ ,,. rr ✓,.+ r' r ;," i .. / ! % .':JU i , :.r. 1 � CELL 'Yi(V y .'I �r si / f'r ,i r f „,r` ✓ , ��i+ :�w s' .' r'� � , -., ,. ,, .'.{� i t � �6 X IZ �AII+i� l t i r ,. .. ...... ............ :::.: .. Jam` t ......, ' ' J r' , `'` f r .f ,✓ ` ;`'✓`. ,:.:.:•.:':: r <r tj 4vf < ,I !' 'if . 1 .. ... ,,,. ... f i' ,! , ,^ ,r' ,j f ;' f _ ;,'` I . .................... �>::::. •: ,^ f ,�y � •::::......., +. ,,,` i f / ,f f f ,f° / r ly .: , . �. I ° D WORKERS FOR .EMERGENCY WORK SHALL BE MADE ::• � ,` .` .d r' �' •• ••••••• ••••• / r' f r '- •••••••••••• ' '.%� � ,!' � % ' ! . .:•:•�:• !' AVAILABLE AT ALL ,. .:.:.. :: . . ., . ) , ✓ , , , .. ..�,. (, .' . . .,, .r,_ n. � . : .....:.. . .::..: ..:�. ..j . 4.. ✓..,...j .1 .. .......f .J . .. . . f- ...•..' ...... r .: :,> ? f n.s' :�,.. ' . -d r.t f .r . f .� .<r . < ._ J ..` " . . Fr ., . , ., . f . ✓. " .,, r< I ':,. . ..!` r:.J f ,. ✓ . ✓ ! - :, ,�+,' '.{ r + _ ,d , ' , r . < ° -f ` _� � _ /� ' f ` � ,,J r r - . , rf, % , � r / ' , a � , ' I `1,� � Ct ••:.:: •:.: :�..:...:....:..:.:....::..:.:...:.: .. ...... ..:. : . .. :::...:.. ... . :... ..:. . . -... .-.�.✓ :. ..:.....f .....� / .p � ..�... . ... . •.:.:.r:.- .-�.':.- :.r:.•.: .'. '•, : : °f'' _ ;.' ' _ .f .r . f . . ,r'` � , , ? j t ' %r , t r` � ' ' . d : ' t°r ' ✓ r-r' ° , - ,f, < ': , , f /f ' .f f . -. ... ta.,Hy ;I •� VQ • i j � i i i 1 � � :) TIMES DU R ING THE R A INY SEASON. N. AL L. 7:.,:.1.7. :: . ; NECESSARY MATERIALS SHALL BE STOCKPILED SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION ON OF ::. 0 75 BR TEMPORARY DEVICES WHEN RA _._ _ __.M ,. ' ::.t;` ., .cr .. ,..:::: X _ _ . _ �. :::: :.• e ..... . . ..:.. . .. ............ . .' _. ..X._ . .. ........_ . ...... ..�... - ___.�_�______._..�,_w ��' �� ,� ._..�. . s�j _.� . � - X . �- .. :A � a ! , 1 � � _ f f `k EI � x N �t t�VSEfl17 L I �CNAw�•t�Cu,r4 � fcT k FalTRN6 E C HL RESTOI RN EIS LLIMMINENT. ............., ......... .......... ...... ......... DEVICES SHOWN ON PLANS SH ALL NOT BE MOVED COR N TRMODIFIED HE A PPR OV AL 0 F THE . ....... :r . :: . TOWORKINGORDERTO THE SATISFACTION OF THE CITY ENGII NCEE, ES R .c - *q R S To 'b E 3' N IFD AREA PA IS TO RE&MIN EXPWED POR MORE DOTTED HATCH GRAVEL BAG CHECK DAM ? AFTER EACH RUN OFF PRODUCING RAINFALL. THAN 3 MONTHS AFTER THE CONCLUSION OF SITE Rgp��S 1 2 BAGS HIGH TYPICAL SEE c = " THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL GRADING OR IF 77& CITY ENGINEER DEEMS IT ` HYDROSEED SLOPE`' DETAIL TINS SHEET • : i ( � MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO APPROPRIATEI'TSHALLBEPHYSICALLY UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ¢ STABILIZLD WITH STRAW BLANKET, COCO �ROTECI'ION SEE WHICH MAY ARISE. x FIBER BLANKET, GEOEXTILE FABRIC, OR O NOTE THIS SHEET.. _ _� __! I 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE f CITYAPPROVEnEROSIONL,,ONTR ®LBMP : I _ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. k 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED I. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO GRADING PLAN SHALL BE INCORPORATED HEREON. 4 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ALONG THE LINE OF POSTS. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK EROSION CONTROL PLAN DAY. " r NOTE; ' 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN. SHALL BE IN PLACE SCALE. 1 =20' AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN CONSTRUCT SEDIMENT BARRIER AND �. PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT CHANNELIZE RUNOFF TO SEDIMENT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TRAPPING DEVICE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE A �'�- EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR 1 1/2" COARSE �_/ TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH AGGREGATE ' -� 4 IN (10 CM) PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 o ° ° d ° OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE a , ° ° ° FILTER ° • Q ° FABRIC 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE OF CALIFORNIA DEPARTMENT OF CONSERVATION. o ° ° $ WIDTH AS REQUIRED TO ACCOMODATE ORIGINAL THE WIRE FENC AND EXTEND IT EXCAVATED SOIL. GRADE INTO THE TRENCH. • ° ° • ° ° ANTICIPATED TRAFFIC ° ° ° • VA • ° ° • ° 00 •° °d ° ad ° A IkI I ° °d a ° , ( III I�I I FILTER FABRIC O7) QPOFESSjON A 1.1 ' MIN., UNLESS OTHERWISE RUNOFF TWO LAYERS OF GRAVEL BAGS I I p MIN RADIUS SPECIFIED BY A SOILS ENGINEER WITH ENDS OVERLAPPED ��- I I II �i iIWIPE O A 50' MIN SECTION A-A GAP BETWEEN NO `' 29577 m H d BAGS ui m ACTS AS SPILLWAY Exp. 03/31/07 CONSTR UCTI N ENTRANCE B DETAIL GRAVEL BAGS TAIL SILT FENCE r9T crvz�? a In BRika t�Nn okT� __ F 0� o NOT TO SCALE NOT TO SCALE OF GA1 �F w N ° R�fz 7 431 4 NOT TO SCALE cn REVISIONS AHPHnvrn I DA TE REFERENCES DATE BENCHMARK SCALE PLANNING & B U I L p I N G R VALS CITY OF ENCINITAS ENG T G DEPARTMENT WING NO. ... c u P - - - LANS PREPARED UNDER THE SUPERVISION OF RE ':7MMEN pp D GRADING PLAN FOR: a _ ,2 , CITY OF ENCINITAS HORIZ. & VERT. RE��eWED BY: CONTROL PT. "P2", FOUND P.K. HORIZONAL 1" m 20' / p,/ 1 z DATE: ��6 6s BY Y ®`1F0 B CERO Rill 91 NAIL - - - - -- - NAIL IN AERIAL PANEL, REOUEZA "`- v - ST. WEST OF I -5 BRIDGE, VERTICAL N/A `f Q - R. C. E. NO. 29577 _. „ l�. /! fDS' APN: 258- 370 -52 ATE: AYNE PASCO EXP. 3 -31 -07 ��° DATE: _ EL = 174.36 AMSL . PLANNING CASE NO: 03 -018 TM, DR, CDP, EIA SHEET 4 OF k�.�,��__ .r.;�,. i PE 1006 a 840 BRAC EROSIOIN NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE 0 a e Q ° • Q • a $ a e a a • Ci a a W e ° • ° e• a -A • e ° m a ° ad a ° e 19' RADIUS A MIN. 50' MIN WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC 1 EROSION CONTROL PLAN 1 112" COARSE AGGREGATE FILTER FABRIC •° a VA e ° ad a �_ 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A A-S SCALE.' 1 " =20' CONSTRUCTION ENTRANCE °b NOT TO SCALE '9940 n. ArVOL'^'o I Or It-31-11 1-ty 7Ifo31 REVISIONS I APPROVED I DATE I PEFERkNCES I DATE ORIGINAL GRADE CITY OF ENCINITAS HORIZ. & VERT. CONTROL PT. "P2", FOUND P. K. HoRIZONAL I" = 20' _ NAIL IN AERIAL PANEL, REQUEZA ST. WEST OF I -5 BRIDGE, VERTICAL N/A EL = 174.36 AMSL . • I I RUNOFF GAP ^BETWEEN BAGS TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAPHIC SCALE I " =20' 0 20 40 60 1 I ' 1' '1' I YA:1► I ;1' • I I du lOv, 01, R ti' • C1 ► I ' • l�' ' I �► 1 -rl :1' 1 J i:A • / 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE f THE WIRE FEP INTO THE THE �•• °nlJli 2. STAPLE WIRE FENCING TO THE POSTS. / ' � 4 IN (10 CM) TER FABRIC TO 4. BACKFILL AND COMPACT THE AND EXTEND IT EXCAVATED SOIL, FILTER FABRIC Iv�l WIRE _ W i 'ALL SILT FENCE NOT TO SCALE REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF REC MEN 1 PPR DATE: S11 O � BY: E Y: t. p � R. C. E. NO. 29577 DATE: DATE: / / ATE: AYNE PASCO EXP. 3 -31 -07 HYDROSEED N TE O S 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN: 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D, E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON, SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6.1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY., 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAMES BASIGER 951- 296 -1101 (24 HOURS A DAY) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. PLANNING CASE NO: 03 -018 TM, OR, COP, EIA A. Ne C-1 No. 29577 Exp. 03/31/07 l�J PT a L %WF STABILIZED CONSTRUCTION ENTRANCE �a SEE DET IL THIS SHEET so °°>_ W m m 9262 -G HYDROSE D SLOPE PROTECTION PE 1006 (OR EQUAL) b SAND /GP VEL BAGS (2 HIGH) =_______ SILT FE CE 9C X 1 I ' 1' '1' I YA:1► I ;1' • I I du lOv, 01, R ti' • C1 ► I ' • l�' ' I �► 1 -rl :1' 1 J i:A • / 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE f THE WIRE FEP INTO THE THE �•• °nlJli 2. STAPLE WIRE FENCING TO THE POSTS. / ' � 4 IN (10 CM) TER FABRIC TO 4. BACKFILL AND COMPACT THE AND EXTEND IT EXCAVATED SOIL, FILTER FABRIC Iv�l WIRE _ W i 'ALL SILT FENCE NOT TO SCALE REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF REC MEN 1 PPR DATE: S11 O � BY: E Y: t. p � R. C. E. NO. 29577 DATE: DATE: / / ATE: AYNE PASCO EXP. 3 -31 -07 HYDROSEED N TE O S 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN: 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D, E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON, SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6.1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY., 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAMES BASIGER 951- 296 -1101 (24 HOURS A DAY) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. PLANNING CASE NO: 03 -018 TM, OR, COP, EIA A. Ne C-1 No. 29577 Exp. 03/31/07 l�J PT a L %WF m �a DRAWING NO °°>_ W m m 9262 -G zz ho it I SHEET 5 OF PE 1006 b H s ° -- - LEGEND IRRIGATION - a- �E6 X68 # `i` SYMBOL DESCRIPTION MANUFACTURER /MODEL GPM PSI RAD PR 264 __ -_� -- - - -_ - ..- __ - - r - _- .- _s_.- _. - - - -_ Q H V F H V F Q H V F - - -i a7 lit d5 1 1 �7 -__ / - POP -UP SHRUB PRAY RAIN BIRD IB -AM -PRS S 06 5 - RISER SHRUB SPRAY RAIN BIRD PA -BS -PRS 1 A A ® RISER SHRUB SPRAY PA 0 10 0.20 0.60 - 30 5 30 5' 30 8' 83 83 3 71 - 0.10 0.20 0.60 - 1.83 1.83 3.71 - 0.26 0.52 1.19 1.05 1.83 1.83 4.13 1.83 tg �I14,r 14 y_ 4 - �i- t- g- g>�tZ= --g - -� � -� gang- AA�111& a 7 =,__ - -_- a _.' -� -� -_- .__ - - - - - -- - - -- �`� RAIN BIRO -BS -PRS ® RISER SHRUB SPRAY RAIN BIRD PA-85 -PRS 30 10' 0.39 0.79 1.45 1.58 1.75 1.75 3.23 1.75 0.92 1.85 1.85 3.70 1.83 1.83 1.83 1.83 III 'I I' A A ® RISER SHRUB SPRAY RAIN BIRD PA -BS -PRS • POP -UP BUBBLER RAINBIRD 1806 - 1401 30 15' 30 0.2S I I I - - - - - I l I 8 1 I o`�' 1. I _I I L0.1 5 PAD I > p I C0 '4 II 1 ( a I • LOT 2 -13.0 I / ANTI - SIPHON VALVE RAIN BIRD ASVF, SIZE AS NOTED H GATE -VALVE NIBCO T -113 OR EQUAL- LINE SIZE IN BOX EI 1 I1 LOT (o 1 � is PAD = 2(09.0 1 I 1 ,a © WATER -METER BY OTHERS - VERIFY LOCATION 4A 1 A 141 I I 111 I ©, 35 1 I 1 I 1 i Q QUICK - COUPLER RAIN BIRD 33DLRC- IN 10" ROUND VALVE BOX Z CHECK VALVE KBI SPRING ON DOWNHILL SLOPES, KBI SWING ON UPHILL SLOPES - LINE SIZE 1A J ® ®y^ 2� 46 i i / i I ® RAIN- SHUT -OFF- DEVICE WCS, INC. - RAIN GUARD *RG- SURFACE MOUNT IN WCS ENCLOSURE 1 ®® 2 I 2 1 I 3E - ;' 4 �I © AUTO IRRIGATION CONTROLLER RAINBIRD ESP -MC HOMEOWNER MAINTAINED CONTROLLER, SIZE PER PLAN MASTER -VALVE RAIN BIRD PESB, IN VALVE BOX _ LATERAL LINE SCH. 40 PVC - SIZE AS NOTED •...••• MAINLINE SCH. 40 PVC - SIZE AS NOTED, BURIED 12" MIN. i y� J, - CLASS 200 PVC LATERAL _ 27C - - I,,i` / � yI �- - - -� © 27 u \ 'u ® -- r1✓ - �� - �© �� �'�_ �� - -� 8 GPM 1 1/4" 18 -28 GPM VALVES 1 1/2" 28 -33 GPM 2" 33 -55 GPM x CONTROLLER STATION NO. SCHEDULE 40 -PVC MAINLINE GPM x x VALVE SIZE 112" 4 -4 GPM 3(4" 4 -12 GM 1" 8 -12 GPM i - A -- 274 _ _ - 2 76 tlX .--- - L21 -� - � -- - - -- - A / / ® -- 1 1/4" 12 -22 GPM 1 1/2" 22 -30 GPM CLASS 315 _ PVC MAINLINE .0 u ',Ii ` IG \ / PAD = 281 •� l I •Q NOTES: 1. ALL SPRAY HEADS ADJACENT TO SIDEWALK SHALL BE INSTALLED 2" FROM :-� - � -. _ -_ Ali 1 � I ,� � � I 2S / � � BACK OF SIDEWALK POP -UP BODY. 2. ALL SLEEVING SHALL BE SCH.40 AND 2 TIMES PIPE DIAMETER, 24" MIN. COVER. � ) 3. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS 5G 2QO I 'q / �� 1 ,; \/ -ail - '® b I I+, ' • ®,,: i� 1 _' 1 I AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS STREETS, WALLS, ETC. 4. ALL IRRIGATION EQUIPMENT SHALL BE AS SPECIFIED OR EQUAL. I I 7 " � =4 - f a 40 - S. INSTALL PRESSURE REGULATOR IF PRESSURE RESIDUAL EXCEEDS 25 PSI. I : y�I v �I - - - I1 _ - -- - _� \ 4 G .4 171 1 Il I I I) I I - '4 40 gip• f IS I p� I t ;EI 1 • SI a' -llj a i I 11 2F �_- a LOT PAD= 2 '1'1.2 i 'a a 1 �i I I la �p' I LOT 3 y miLeg �� Pr 1 II '4 LOT 2 Ii a I p; 283.5 Ip I LOT 4 1 I I .a I I I q G I ,: � � PAD =28L0 '� D q ID ,ICI I� l: I a 1 i I� � I 285.5 a F 4F 1 !1 smile it Sol I A ' 'Re.1� 714�i1 I 278 P.�_.- - -- 'a -- -- X 1z Imo. - - - At - - - - '® 0 10 20 40 60 01 - - -- - - -- - - - - -- - - - - -� - - - - -- - -- -- -_ - -- -- � 00 +6 00 +8 NORTH REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE 'PLhWN1 Oki BUILpINf� DESIGNED BY DRAWN CHECKED BY APPR VALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. r I CITY OF ENCINITAS HORIZ. 6 VERT. CONTROL PT. "P2", FOUND P.K. NAIL IN AERIAL PANEL, REQUEZA ST. WEST OF I -5 BRIDGE, EL = 174.36 AMSL. HORIZONAL 1"=20'-O" VERTICAL REVIEW6p BY. �3r� PLANS PR, ABED UNDER THE SUPERVISION OF DATE: / Z EXP. Iz $1 0 RECQ�,1M D A BY: B DATE: PR D : IRRIGATION PLAN 840 BRACERO ROAD APN: 258 - 370 -52 PLANNING CASE NO: 03 -018 TM, DR, CDP, EIA 9262 -� �L ®� AiE• / DATE: -7 7T SHEET 6 OF )C H s Al i& � 1N lit 01 . IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER/ MODEL GPM PSI RAID PR 4 n y Y Lt n v r L1 n v r A A A RISER SHRUB SPRAY RAIN BIRD 1806 - SAM -PRS 0.10 0.20 0.60 9 O Z o 30 5' 1.83 1.83 3.71 4`�'N L sly `' S� � c ® RISER SHRUB SPRAY RAIN BIRD 1806 - SAM -PRS 0.26 0.52 1.19 1.05 30 8' 1.83 1.83 4.13 1.83 } d9 A A RISER SHRUB SPRAY RAIN BIRD 1806- SAM -PRS 0.39 0.79 1.45 1.58 30 10' 1.75 1.75 3.23 1.75 VERTICAL N/A A RISER SHRUB SPRAY RAIN BIRD 1806 - SAM -PRS 0.92 1.85 1.85 3.70 30 15' 1.83 1.83 1.83 1.83 • POP -UP BUBBLER RAINBIRD 1806 - 1401 0.25 30 - - - - ® ® POP -UP SHRUB SPRAY RAINBIRD 1806- SAM -PRS - 0.49 - 1.21 30 - - - - ANTI - SIPHON VALVE RAIN BIRD ASVF, SIZE AS NOTED N GATE -VALVE NIBCO T -11 3 OR EQUAL- LINE SIZE IN BOX © WATER -METER BY OTHERS - VERIFY LOCATION QQ QUICK- COUPLER RAIN BIRD 33DLRC- IN 10" ROUND VALVE BOX Z CHECK VALVE KBI SPRING ON DOWNHILL SLOPES, KBI SWING ON UPHILL SLOPES - LINE SIZE © AUTO IRRIGATION CONTROLLER RAINBIRD ESP -TM HOMEOWNER MAINTAINED CONTROLLER, SIZE PER PLAN MASTER -VALVE RAIN BIRD PESB, IN VALVE BOX LATERAL LINE SCH. 40 PVC - SIZE AS NOTED ••• -••• MAINLINE SCH. 40 PVC - SIZE AS NOTED, BURIED 12" MIN. VALVES CONTROLLER STATION NO. GPM - " VALVE SIZE NOTES: 1. ALL SPRAY HEADS ADJACENT TO SIDEWALK SHALL BE INSTALLED 2" FROM BACK OF SIDEWALK POP -UP BODY. 2. ALL SLEEVING SHALL BE SCH.40 AND (2) TIMES PIPE DIAMETER, 24" MIN. COVER. 3. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS STREETS, WALLS, ETC. - 4. ALL IRRIGATION EQUIPMENT SHALL BE AS SPECIFIED OR EQUAL. 5. INSTALL PRESSURE REGULATOR IF PRESSURE RESIDUAL EXCEEDS 25 PSI. p It,2h Wall AW r -(b'fAL LENGTH 3 #Ll REsAR o 32. 16" END or- VA (,Xb X Ito BLOcKs 1 SAS � 3 # Y BARS W'13oTN S /DES y BARS N NISIt GKAdf REVISIONS 777 77mm����� TLANNINGr �'8u1L.11 A. ZN''y NORTH SCALE: 1"= 20'-0" BQ�Aa M• 6�1ZOOt,p.O pATay APPROVED DATE REFERENCES DATE BENCHMARK SCALE 1 HNDSCA GAT 9 O Z o CITY OF ENCINITAS HORIZ. 6 VERT. CONTROL PT. "P2 ", FOUND P.K. HORIZONAL 1"= 20' -0" 4`�'N L sly `' S� � NAIL IN AERIAL PANEL, REOUEZA ST. WEST OF I -5 BRIDGE, EL = 174.36 AMSL . VERTICAL N/A � �q 12131p1fi OF ax DESIGNED BY OHAwN ev CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IRRIGATION PLAN FOR °ATE: BY: BY: 840 BRACERO ROAD W. N0. DATE: DATE: Lt p i n 7 APN: 258 - 370 -52 EXP. PLANNING CASE N0: 03 -018 TM, DR, CDP, EIA RAWING NO. 9262-G SHEET FaR GF )kI tJt T v hl d) q\ COMMON SIZE QTY. STRAWBERRY TREE 24" BOX 2 V MELALEUCA QUINQUENERVIA CAJEPUT TREE 0 �-A -0 \-Z\ x. A a. -z, '10 c xv 7- >\ A ORCO ANTIQUE COBBLE SHRUBS: aa CREAM/BROWN 70% BUFF/BROWN 30% (TYP.) COMMON 24" BOX 4 NCN 5 GAL. 223 NCN 5 GAL. 145 ROCK ROSE 5 GAL. 210 B.R. TRUMPET VINE 5 GAL. 139 INDIAN HAWTHORNE 5 GAL. 91 PROSTRATE ROSEMARY 5 GAL. 49 NCN FLATS @ 18 It O.C. THESE LANDSCAPE PLANS HAVE BEEN PREPARED IN CONFORMANCE WITH CHAPTER 23.26 OF THE ENCINITAS MUNICIPAL CODE. . . ........ ............ ................ ........... ............ ... .. . . . ............ 7 ............ ....................... . ..... ................................ ............................. . . . . .......... . . .... .......... BRACERO ROAD , - ------- -- ............. ..... . . 0 10 20 40 60 0 1 LI FLAAwm(r- .*Zuluvwcr NORTH SCALE: V= 20'-0" REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SCAP,� DESIGNED BY DRAWN BY i CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. L L 1:6#A"44� CITY OF ENCINITAS HORIZ. F, VERT- a2 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PLANTING PLAN FOR 10 • CONTROL PT. "P2", FOUND P.K. NAIL IN AERIAL PANEL, REGUEZA HDRIZONAL 1 "= 20' -O "' - DATE: BY: BY: 4,461 -4-� 840 BRACERO ROAD 9262-C V . ST. WEST OF 1-5 BRIDGE, VERTICAL NIA NO- DATE: DATE: c27 APN: 258-370-52 EL = 174.36 AMSL. M, EXP. PLANNING CASE NO: 03-018 TM, DR, CDP, FA SHEET AOF )(I 4" OVERFLOW STANDPIPE INLET W/ ATRIUM GRATE DROUGHT TOLERANT PLANTS (TYP.) Mu11A7"Twl 2" HARDWOOD MULCH/ GRASS COVER OR CITY APPROVED EQUIVALENT 24" ENGINEERED SOIL * BIORETENTION ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. ** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 7" BELOW ADJACENT FINISHED SURFACE BIORETENTION DETAIL SCAL' 1'2' MAMA CALCULATION LOT 3 LOT 4 GROSS LOT AREA = 14,508 5F = 14,5'06 5F TOTAL AREA EXEMPT FROM MAHA CALCULATION = 14,308 5F = 14,306 5F TOTAL LANDSCAPE AREA 42.gxO.62x200 42.gxO.62x200 = 5,320 ETO = 5,320 ETO LAND5CAPE EFFICIENCY BMP N07E5. 1. WATER 15 TO BE DIVERTED FROM HANDSCAPE AND ROOFS INTO 5TORMHATER BMP AREA-5. 2. IRRI6ATION 5HALL BE 1PE516NED TO LANDSCAPE IRRI6ATION EFFvENC1' NECE55AR1' TO MEET MAMA 3. ALL IRRIGATION 5HALL BE GROUPED INTO HYDROZONE5 AND DE516NED TO DELIVER HATER TO HYDROZONE5 BIASED ON MOISTURE REOUIREMENT5 4. ALL IRRIGATION TO BE IN5TALLED WITH CONTROLLER5 WITH RAIN 5EN51N6 5HUTOFF AND 501L M015TURE 5EN51N6 DEVICE5 5. PLANT5, WHERE P0551BLE, WILL BE ROOT WATERED VIA 50AKER HOSES OR XERISCAPIN6 6. D.ROI TOLERANT PLANT5 AND LOW HATER U5E PLANT5 ARE TO BE USED THR006HOUT THE LAND5CAPE 7. H16H HATER U5E PLANT5 WILL BE LIMITED 5. TURF AREAS ARE TO BE HELD TO AN AB50LUTE MINIMUM. LONER HATER U5E TURF 5HALL BE U5ED WHEN P0551BLE. g. A MAINTENANCE 56HEDULE 5HALL BE PROVIDED INCLUDIN6: A. IRRIGATION NATERIN6, RUNOFF, ER05ION OR IRRIGATION 5Y5TEM FAILURE B. MINIMIZING OVER5PRArN6 ONTO HARD5CAPE AREA5 C. REPLACEMENT OF DEAD, DYON6 OR DI5EA5ED VEGETATION D. ERADICATION OF INVA5IVE 5PECIE5 • E. REPAIR IRRI6ATION SYSTEM $ COMPONENT5 F. REPLENI5HIN6 MULCH 6. SOIL AMENDMENT WHEN NECE55ARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH. R FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY .PLANT GROWTH I. MAINTAIN TO AVOID OE35TRUCTION OF MOTORISTS VIE015. J. IDENTIFY WHO 15 RESPONSIBLE TO MAINTENANCE 10. RETICULATING WATER 5HALL BE U5ED IN ALL DECORATIVE HATER FEATURES 11. MULCH MILL BE U5ED ON 5LOPE5 LE55 THAN 3:1 TO A DEPTH OF 3" TO MINIMIZE EVAPOTRAN5PIRATION. 12. SOIL AMENDMENT5 HILL BE USED TO CREATE AND MAINTAIN A HEALTHY 6ROWIN6 MEDIUM FOR ALL PLANT MATERIAL. 501L TE5TIN6 WILL BE UTILIZED TO IDENTIFY ANY 501L DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS. 13: THE ESTIMATED TOTAL HATER U5E 5HALL NOT EXCEED THE MAXIMUM APPLIED HATER ALLOWANCE (MAMA). NOTES: ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT• DING PLAN 860 &,,886 B ROAD EXISTING SANITARY GRA RIM- 290�66E� \ \ INV =280 2 \ \ \ \ \ \ \ \ \ \ EX FL 291.39 EXISTING WATER 1 \ f E TING PDWEFj,PbLE / ZZ / " HIGH EEN WALL \ 258 -350 `20 \ SL o I SH \ EXISTING 5' ORAINAGE �6' HIGH SCREEN WALL \ - �5 &- 350 -21 TONE FINISH SLUMPST FINISH EASEMENT OVER LOT 7 FOR S(\,UMPSTONE FINISH \ - _ (LA IjAZ) (LA PAZ) \ IX 6" AC ERM THE BENEFIT OF LOT 4 �TLA PAZ) TO REMAIN 1 \\ TW 295.0 BW 289.0 42" PILASTER' \ - - -- - - -_c_- / \ - - -i EXITING 'NO =281.0 \ ry PA KING" IGN IE 79.1 IXISTI PCC FL =284. BROW D TCH m - - - - - -I / i %� `- ------ - - - - -- - 6- CUR HEADWALL PVC PIPE @ 1% - - - - - - - - - - - - - - SWALE TO BE - IE/�6_69 T - - -- -- °--- -_____ -- - -- 1 / / FG- 2831- VEGETA / 6 �r - - - J -_ _ _ 1 CLEANOUT I I I - - - - -- - -4" PVC PIPE 1% II I I r' FG =285.5 " I� 1 FG- -282.6 HP- 283.3 ° 284.2 II - -- i I �. FG -283.1 !. �� I -- - I I I i IN 1 / I FG =285.5 FG= 285.51 FG =285.5 I II 4" PVC PIPE @ 1% I I I I / FG 282.6 1 I INSTALL 18" X 18" I I v J' _ 1 I 11 Y SETTBACK I \ RIP RAP ENERGY I I II DISSIPATOR 2831 � � _ SWALE TO BE VEGETATE I 4" PCC LANDING - - FG= 285.5 1 40' I I I I `' XISTING 6' &E F� =2826 / I & REINFORCED W/ (C -3 I 1 ! 4" PCC PATIO N.A. GREEN OR EQUIVJ I I III 6' _ TILITIES EA EMENT (TYPICAL) I FG =285.5 FS =285.9 F 245.9 F�' =285.3 I I I OPO D 6' TILXT{ INSTALL 72' I ND A N In 1 _ TG 285.4 I II CCES EA NT IE 279.4 FG =283.1 ( HATCHED AREA REPRESENTS = FS 287.0 I I I / NT TO C17 Y i TG 283. FG =282.6 ( BIORETENTION BMP AREA I i < EC. 1212615 1 I i NOT TO BE MODIFIED WIT UT i , I , IC. OK 50 P O.A. l�G =288.1 PERMISSION FROM THE CIT 4 ° I PCC LAND I-,, 6" PERF PIPE @ 1% OF ENCINITAS (200 SFf) I I ?flit SZook4hTfa►t N4M'( FS =285.9 LOT 4 � TER I I � te2 Doc. 1 - 012�b%F 14,506 5F NET vi Ln ` FG =282.6 PAD 283.5 Z -x_13 I FF =286.0 " I _ 1 In HP =285.3 J PAD =285.5 25' REAR =2 .6 YARD SETBACK B. 70 I i' APN: 258 - 371 -2a P i F `5- -288.7 ` (12 -141 GDP) I I I I I ( INSTALL 6" CHANNEL BRA ' 1 I I 1 I J I I \ I I FG =285.5 J FI PC 10 STA. 6 +50.1 i I I I SWALE TO BE VEGETATED \ I 1 1 19 I FL= 288.65 1 \ 1 & REINFORCED W/ (C -350 \ I I P A } " 1 \ \ NA. GREEN OR EQUIV.) \ - J- - I J Waf ' CROSS I \ LOT DRAINAGE (TYPICAL) FG= 8 . - - �� 1 1 2% EASEMENT PER - - - -- - ------- - - - - -- - IELT280.3 bF� of icrkk \ - - T 85.3 FS =286.2 FS288. IE IN 2753 FL-284.5 IE= 8 I FL =284. ! HP= 285.3' \ =Y ` EX 4" SEWER \ N_ \ FL283.4 " y \ I \ - / .4 PCC C . • - -mss \ � � , -y r LA TEAL PEDES \ N880 1957'W 179.13' e \ \ \ 5.5'MAXHEIGHT�WOOD _________ ______ __ - - - - -- _ - BOX FRAMED FENCE - ` (COLOR TO MATCH RES. = -OR (ITY APPROVED EQ \ ~ - - -� -282.6 - - -I -- I ¢ \ \ '' a En n I t I I tt I � ° FG =281.8 FL =2 '"12 " YARD DRAIN 1 \ \ TO BE REMOVED I �5 I I I 1 I I I I I FG =283.5 � YARD SE CK III I II FG2B3.5 -- - - - -�- - -- - - - - - -� I IE I 1 I I SWALE TO BE VEGETATE FS =283.9 N i ` & REINFORCED W/ (C -3 0 1 I 1 128' = y`" 20' I N.A. GREEN OR EGUIV.) II _iJ 1% . FG =283.5 I t% I I i' (TYPICAL) 1 I � J FS =283.9 4• PCC PATIO I ai I LOT 3 4" PCC PATIO I I EX 6" PVC PIPE TO l J 14,508 5F NET I hq 1I BE REMOVED FS= 283.9 1 I $ i e I� � FS2s3.9 FF =284.0 PAD 281.5 PA0 =283.5 FG =283.5 / I ti I I I APN: 258 - 371 -28 I I r I FG =281.8Q � I\ HP-283.2 I I (12 -142 GDP) v � I I II TRELLIS 1 I 25' REAR 1 YARD SETBACK I 78 \ i II 4" PCC PATIO I -27A.7 FG=280.2 II I iu� n' 1 IAIO YA M_ 4" PERF PVC PIPE \ II II I F6=279�7 EXISTING 1 'kit" \ EX IPVC PIPE TO FG =283 5 FG =283.5 YARD DRAIN TG =280.0 {1E =274.0 \ BE VED 1 l FG =279.7 I HATCHED AREA REPRESEN SWALE TO BE \ \ \ BIORETENTION BMP AREA I VEGETATED & \ \ 1\ FG =280.2 NOT TO BE MODIFIED WIT 7 .11 REDFORCED W/ S= g m R WA S V CE v� 0 I d I } 1 X4.8 / FS I2 .8. U) \ FG =283.5 INSTALL 6" CHANNEL DRAIN Ac \ \ � PERMISSION FROM THE Cl �II (C -350 N.A. GREEN I 2 " \ \ \ I \ \ Io TAS QO SFf) OR EGUIV.) (TYPICAL) ',- \ ��p EXISTING 72'k12" FG =283.5 I - ,��;Y TA: 33.34 YARD DRAIN - FG =280. TO BE REMOVED 5.5' MAX HEIGHT WOOD �I�Ytt IK�- •j PA CE - 0 E \ \ \ FG= 7 \ BOX FRAMED FENCE FG =279.7 / (COLOR TO MATCH RES. INSTA L 18" X 18" OR CITY APPROVED EQJ ✓ - 2%` � ' 5% ' 1p%-, - \ I FG =279.7 �RIP RAP ENqIEERGY _ _ -v ERQSS � DISS ATOR\ - - - - - - - - - - _ IE LAT 2 7.95 L T DRAINAGE �- FG283.5 _ \ 4" PVC PIPE @ 1% �/ / II 283.3 84.2 285 'F f2 IE MAIN 76.75 ASEMENT PER G =280.2 \ a - �+ A \ ' _______� =_ �_� _ -- HP =283f / u -. 2 \ 281.5 \ 4 GL EA - 7% __ X 4" EW� 1. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE \ 6^ CUR$ {1~ADWALL -'6 ° 4" CLEANfOUT = EX 6" PVC / J�28 • ;` - LATERA C SCALE 1 " =10' APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. \ ` _ > IE 282.5 1 TO REMAIN/ -i -i- ., GRAPHIC 2. AS A MINIMflMt THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO - v _ ®� ® ®\ PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. I - \ RO' 0 10 20 30 3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLEQ IN SERVICE AND \ TW@EG 275.0 - L - - I- I ;'� Y / BW@FG 27.0 TW 278.3 TW 281.0 TW 281.5 o TW 281.5- i `" 20' ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. 1 TW@FG 277.8 1 ® TW@FG 280.5 TW@FG 281.0 ® TW @FG 281.5 I I _, ,' ,, - // EXIST NG DRAINAGE BW@FG 276.0 6W@FG 278.0 BW @FG 280.0 BW@FG 281.5 LOT -1 I i 7+6134 @pOFESSIOH Aj`- BjJII,T NEW D�fERVI" SU:FAGES // EXIST C -2 MASONR FS OW285.83 �` �, • ; • FL= 285.3b I �O �CHAEL q qC LOT 3 LOT 4 N // EASEM NT TW 278.5 N RETAINING WALL 1 TW 280.3 I $R A N: 25- 371_2 j h�Q�� 9po6yc TW 275 5 STONE FINISH I 81 0 BRIAN M. ARDOLINO DATE BUILDING FOOTPRINT 2,396 SF 2,729 SF HARDSCAPE pp 93 SF DRIVEWAY 993 SF L002 SF ° 1 S= g m R WA S V CE v� 0 I d I } 1 X4.8 / FS I2 .8. U) \ FG =283.5 INSTALL 6" CHANNEL DRAIN Ac \ \ � PERMISSION FROM THE Cl �II (C -350 N.A. GREEN I 2 " \ \ \ I \ \ Io TAS QO SFf) OR EGUIV.) (TYPICAL) ',- \ ��p EXISTING 72'k12" FG =283.5 I - ,��;Y TA: 33.34 YARD DRAIN - FG =280. TO BE REMOVED 5.5' MAX HEIGHT WOOD �I�Ytt IK�- •j PA CE - 0 E \ \ \ FG= 7 \ BOX FRAMED FENCE FG =279.7 / (COLOR TO MATCH RES. INSTA L 18" X 18" OR CITY APPROVED EQJ ✓ - 2%` � ' 5% ' 1p%-, - \ I FG =279.7 �RIP RAP ENqIEERGY _ _ -v ERQSS � DISS ATOR\ - - - - - - - - - - _ IE LAT 2 7.95 L T DRAINAGE �- FG283.5 _ \ 4" PVC PIPE @ 1% �/ / II 283.3 84.2 285 'F f2 IE MAIN 76.75 ASEMENT PER G =280.2 \ a - �+ A \ ' _______� =_ �_� _ -- HP =283f / u -. 2 \ 281.5 \ 4 GL EA - 7% __ X 4" EW� 1. ALL NET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE \ 6^ CUR$ {1~ADWALL -'6 ° 4" CLEANfOUT = EX 6" PVC / J�28 • ;` - LATERA C SCALE 1 " =10' APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. \ ` _ > IE 282.5 1 TO REMAIN/ -i -i- ., GRAPHIC 2. AS A MINIMflMt THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO - v _ ®� ® ®\ PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. I - \ RO' 0 10 20 30 3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLEQ IN SERVICE AND \ TW@EG 275.0 - L - - I- I ;'� Y / BW@FG 27.0 TW 278.3 TW 281.0 TW 281.5 o TW 281.5- i `" 20' ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. 1 TW@FG 277.8 1 ® TW@FG 280.5 TW@FG 281.0 ® TW @FG 281.5 I I _, ,' ,, - // EXIST NG DRAINAGE BW@FG 276.0 6W@FG 278.0 BW @FG 280.0 BW@FG 281.5 LOT -1 I i 7+6134 @pOFESSIOH Aj`- BjJII,T NEW D�fERVI" SU:FAGES // EXIST C -2 MASONR FS OW285.83 �` �, • ; • FL= 285.3b I �O �CHAEL q qC LOT 3 LOT 4 N // EASEM NT TW 278.5 N RETAINING WALL 1 TW 280.3 I $R A N: 25- 371_2 j h�Q�� 9po6yc TW 275 5 STONE FINISH I 81 0 BRIAN M. ARDOLINO DATE BUILDING FOOTPRINT 2,396 SF 2,729 SF HARDSCAPE 374 SF 93 SF DRIVEWAY 993 SF L002 SF / / 1 TW@FG 275.0 TW@FG 278.0 SLUMP I TW@FG 279.8 TW 280.9 7W 2 BW@FG 275.0 B9W%@FG 276'0 11 (LA PAZ) BW@FG 278.0 TW@FG 280.4 TW@FG 281.0 I BW�G 280.0 BW@FG 281.0 4% \ 14% \ 11% 5% ? w m No. 71651 m Exp. 12/31/ 174.42' \ {� RCE.,71651 _ / _ - ° 1 CA REVISIONS NEW SHEET APPROVED DATE 2 TZ ( REFERENCES DATE BENCEMIARK CITY OF ENCINITAS HORIZ. & VERT. CONTROL PT. "P2 ", FOUND P. K. NAIL IN AERIAL PANEL, REGUEZA ST. WEST OF I -5 BRIDGE, EL = 174.36 AMSL. SCALE HORIZONAL 1" = 10• VERTICAL N/A PLANNING & BUILDING REVIEWED BY: -� y"" 2 3 - DATE B A BMA W,is PLANS PREPARED UNDER THE SUPERVISION OF DATE: Z -& -!3 r - - -�_ R. C. E. NO. 71651 BRIAN ARDOLINO 12 -31 -13 ROVAM RECOMMENDED APPROVED BY: BY: /I/ A/1/ I MASIH HER, C425191 Per GLENN PRUIN, C ENGEERING & PUBLIC WORKS DIRECTOR DATE: DATE: CITY OF ENCINITAS ENGINEERING DEPARTMENT GRADING PLAN FOR: A T 8M®B �ER® R,OAD PLANNING CASE NO: 12 -141 CDP (LOT 4), 12 -142 CDP (LOT 3) APN.' 258 - 370 -52 PLANNING CASE N0: 03 -018 TM. DH CDP, EIA DRAWING NO ���� ®� '_ � 0 F Lu 5 o v d LAT 319 AS -&m cp i Z .� �L SHEET 8 SF PLSA 1006 NP A 4� . - ..1- t, 1 1 i� i° I c6 GRADING PLAN - 900 BRACER Q ROAD FL 268 7 I I FL 267.3 3 j , � FS 269.7 { 1 o: ! d TWOFG 1 71.0 I * * EXISIfI HIGH LNE OF FLOOR I BW @FG �71Lp \ i _ * * * * BETA N N WALL ABOVE (TYP.J I J j 8% : I \ \ - - -- -.- _ ` TW 278.9 " _ T80.8- -1I TONE FINISH y j � - ,MFR \ _ ~ -' - I { H'ER C -5 (LAEP.d, -ING SWALE TO BE IL \ € j' 1 FS / 9 € Y ONT ` - t�WWFG 27- - - -- -_ FW39 p IE -278.2 b 1 , FS 269.7 __ ` _ t 265.7 _ T ?26'9.0 :- ...__ -_._. - �,- * REPAIRED AS NECESSARY \- -.. -.. B L: =264.2 TO THE SATISFACTION , NOTE ROOF DRAINS TO � TW 2 3_.5 - - - - -_ TW @FG 279.0 II FG +269.0' DAYLIGHT TO iBIOFETElVTION cvI _ TWA \ \ BW F.13 274.0 ° -- FL =2606 THE CITY (TYPICAL) I IS 6 , j - - - - - _ -� _.._ BASNS _ _.. _ .C) { \ j 7 - l \� `i�\ MASO:VF?Y !..� - - - ( / WJLL SLUMPSTONE INISYi V SED RIP RAP ENERGY \ A - 7EA 4 FG 269.01.. _. - - _._ _. FG 269.0,± 1. �. ' \\ .\ .. tla\ PAZ7 \ ^ \ . # + 0 IPATI PER SDHSD D 40 - - - - - - J ) / J + * W g,,. A �FL 2 0 - - - - - _- fL =268.2 = F I \\ \ - . - ._ _ ... - . -_.._. \ SA 4 _ \ 7% 7-7 �, Q J ' _I J / , f 26 4 0 - - - _ - I ' 7% _- --T j 1 --- L. 10 -- -- ***+* + ALE 40 AE QE /LACED W�,f_••- y - - - - - ON t11 FG 267.0 ., \ 7 + * * * + 1310 /ltfLN. gwsrp -77iL FL 266.0 -� o \ + * MEET. _ _ > _v. ,. 4A FL. 266x2 \ L / ( j L�6rr6 -- - ORC ANTIQUE COBB l / * + + FG 26 - -1% (- -- ' \ CHE Mj 8R0sVN 70% jj TURAL GRAY G CRET /- �- FG 267. \ '`._ 18U! BROWN 30% J J FINISH * * EXISTING 10' SEWER ( 4 FL -266.5 \ y 6A AS SHOW N EASEMENT PER CARDIFF / \ _I •. J i - RE CO ......_._........._...._. ..._._.�.._....�.._.�L,... -.__: ' * * SANITATION DISTRICT (`� - � .��_ q" pCC PATIO - _ AREA OWG ND. 176 LIFE - -- _. [ /° FS 268.1 yj} n/ _ A -1 WORK ORDER N0. 2948. FS 267.7? FG 267.0 _I'\ J v / EX C- MASOf(RY RET. _ * + NSTFHMENT N0. 104472 \ FS 267.7 1 RECORDED JIME 24TH 1 \ I \ 7% WALL LUMPS)fO fE FIN SH 3% IE -2 29.4' IE =280.9 LATER `rH 33? _ FS =28014 ® "a IFS Tj 49' 11% a10 T -1 � k49 E L1R ...A`- �" 283.1 I Et�LOT f `- 16 HATCHED AREA FEPRESE - .11 I J /_ - - - - fLA ZJ z u \ • 7% � % I ORCp A TIQUE COBBLE EX T � W. ! BROWha BIORETENTION BMP AFE ' _ .. _._ _. ROB LIFE (T PJ FL 266.5 r' .� , - - -_ :. -. / - - - - - - BU, Ff' OWN 3 %% L I NOT r0 BE MODIFIED W T - \. J ' , / , - f - _ 3 .r - - Y PERMISSION FROM THE ITY FG 267.0 - r \ * * I OF ENCINITA$ _. (iB5 SF I FG 267:b I ;- FS ' .� FS 269.7 ( { 171.41 ' f CJ i i FG .0 PER DETAIL DN. SHEET 9 € / v / - - - FG 1 X X FG I I( I i \t� I f I I I , X I I ! I I / I - -- .. TAG 275.5 15I;. NET MwxNt. D�OC � F,& 267.7 ,, J / `� J INSTA NO PARKING I ! �'`� 0-- 274-._ --.9% rP� _ J / SIGN ICAL) !.' 1 -.C._ _ oD =2-11. I RCC. ON 1(- ,t,7 L -'� FS 267.7 ,' 1 I FL= 276.1' 1% LPN: - _ - EXISrING SWA' TO BE `° P -33 T. K, TW 273. f - - 6' HIGf f S3E -WALL' I / 4" PCC PATIO 1 1 TG =2 a° SLUMPSTON6 F NI53 REPAIRED AS SARY T FS'287.6' - (LA PAZ) TO THE SATISFACTION f FL 266.7 J \ ` BWDFG 27 0 ! ) IE =275.9 - * a I FG 267.0 y , J OF THE CITY (TYPICALI TG -277.9 f + * + + FL =266.6 J IE FL 265.3 EI J i FS 267.7 FS 7.8 J J 1 1 J l I ( II II ! 1 ) I { IE ®274.5 11 I III ..;J'. 3.5 * + * * j I !� I TG =277.a 1 GF= 277,3± 277.2 1• I I IJ' I 1' 1 ' FG ? `F@ 267.0 / IE =274.5 I + * * * + 'I 4 " PCC PATIb LINE OF FLOC i , J/ FS 267.8 ! I I (( ! / � �€ I { I * + I J o� ABOVE (TYP.1 J % J/ { TRENCHED INSERT FOR NO BPf� FG 267.0 FL 266.Q .. r- .; °_1� y �'. 1 I I ? II ( ❑ A PERMIT- F4O�ITHE CITY & TO ° {{ BE PROPERLY MAINTAINED IN ,n.. GOOD WORKING DFk7ER Tir -277.1 ( + * * *I EXIS 7' WIDE FS 267.7 d - _ -.x- HP 26fi:8 F� 266.9 { I j H I iG =275.8 TL -275.8 + W REAI ro BE J { LOT ' 1 I I `- ( * * * * PRIl3TEL MAINTAINED r !: �7,aO�J/ t _ w� P r'� I ( II ! IE =274.8 1 I i f * + *+ FG 7 \\ ��I J ! (? II I TG =277.0 J ' ( ++ ++ ? • , 7.. ' 26.) . i =274.0 I * • � FS 267. PAD 7.0 9 I rl _- .__..__.. I { INSTALL 2 X 2' RIP RAP- ERERGY 6' HI H EEN WdLL �� * + I J DISSIPA TOR PER 5ORSD D -40 5 * * + + * * # # + + { fI G LHATCED AREA REPRESENTS BIORETENTION FROM Im BW AREA Z,O ( IT Y NOT TO BE MODIFIED W FG 267.0 .5 'FS 267-) GFIENCINAS' (185 �51101 \ \ \ \ \ .0 -i - _. 9 FG 267.of f SNC -�T.•' - - _ _ _\ � l jf_ ._ � I i I { t I I ✓ + * + + + ! FG 267.0 _.. # * +I XISTING 7' OUINAGE - _ I { LINE OF FLOOR 4" PCC LANDI1�i' -FG --267. _.J ESMT OVER LOT 5 FOR j ABOVE (TYP.) FL -266.5 _ j TG =275.5 * * BENEFIT LOTS 14,6,67 �I I TE -273.4 I { a + + PER DOE 6 13- 0539156 NOTE HOOF DRAINS TO I I { DAYLIGHT TO BIORETENTION t I ° = = = ° - = # * -���- i -- -_ -___ FL= 266.5 FG 267.0 -ROOF LINE (TYP -) BASINS �FL 276.4 - -. { I FG 267.0 FL 266.5 - + U A, =2sn - - --1 - FC -P75?3 �---- * \ \ \ it \ \ EXIS PER LSD �_ '�� .__ FL 266.0 - - - - - - _-/ / - (BACKHT 0W- R€QUIREO) I - - - - - - - - - - - - - / �* (1 _ <7I____� �-- �INSTALd.. CONCRETE SPLASH 6' HIGH SCREEN WALL < - - - - -� -- WALL WITH LIGHT RIP RAP. SLUMPSTONE FINISH FL =265.0 \ -$ ��- - PROPOSED GRASS CHANNEL (LA PAZ) \ PROPOSED 3' DRAINAGE FL= 269.0' \ TW 276.5 S69 W44 7 31527' EASEMENT OVER LOT 5 FOR \ BW 270.5 i15NCRETE BROW DITCH AND ROaOSED CONCRETE TW 277.0 PER SDRSO 0 -75 CHANNC TCl OifTLEr° ONTO THE BENEFot LOT 1 \ TWWFG 272.0 \ RIP RAP SEE DETAIL D THIS V SHEET- \ 2" HARDWOOD MULLAH/ \\ BW @FG 271.0 DROUGHT TOLERANT GRASS COVER OR CITY \ \ PLANTS (TYP. APPROVED EQUIVALENT « \ N m4SEE N07EEeELOW�� MAWA CALCULATION 6\" MIN \ LOT 5 LOT b LOT 7 n� -" 68055 LOT AREA = 18,878 5F = 16,488 SF = 30,207 5F TOTAL AREA EXEMPT NOTES: _ " FROM MAWA CALCULATION = 18,bg3 5F = 16,3045F = 29,837 5F ALL HOMES SHALL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. TOTAL LANDSCAPE AREA 42.gxO.62x185 42.gxO.62x165 42.9xO.62x370 ALL ROADWAYS SHALL BE A MINIMUM OF 16' IN WIDTH DURING CONSTRUCTION AND = 4,821 ETO = 4,821 ETO = 9,841 ETO WITH THE CALIFORNIA FIRE RCODE AND T ENCNIT S FIRE DEPARTMENT.A000RDANCE ' LANDSCAPE EFFICIENCY BMP NOTE5: LANDSCAPE EFFICIENCY BMP NOTES CO T.: WATER 15 TO BE DIVERTED FROM HARDSGAPE AND ROOFS g- A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING: PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT INTO STORMWATER BMP AREAS. A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION E SIT ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SYSTEM FAILURE SATISFACTION OF THE FIFE DEPARTMENT.• - 2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE IRRIGATION EFFICIENCY NECE55ARY TO MEET MAWA B. MINIMIZING OVER5PRAYING ONTO HARD PE AREAS 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE 3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES G. REPLACEMENT OF DEAD, DYING OR 015E SED VEGETATION APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. D. ERADICATION OF INVA51VE SPECIES AND DESIGNED TO DELIVER WATER TO HYDROZONE5 BIASED ON MOISTURE REGUIREMENTS E. REPAIR IRRIGATION SYSTEM If COMPONENTS 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE HI PLACE TO 4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH F. REPLENISHING MULCH PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. BIORETENTION LOAM" S ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP G. 501L AMENDMENT WHEN NECESSARY TO PPORT AND "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES MAINTAIN HEALTHY PLANT GROWTH. 3. IF APPLICABLE, ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 5. PLANT5, WHERE POSSIBLE, WILL BE ROOT WATERED VIA ACCEPTED BY THE FIRE DEPARTMENT AND WATER DISTRICT. 20 -30% TOPSOIL, FREE OF STONES STUMPS, ROOTS, OR SIMILAR OBJECTS SOAKER HOSES OR XERI5CAPING H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY AND ALSO FREE of NOXIOUS WEEDS. 6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS PLANT GROWTH x* 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE ARE TO BE USED THROUGHOUT THE LANDSCAPE I. MAINTAIN TO AVOID OBSTRUCTION OF MO ORII VIEW5. DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE 7. HIGH WATER U5E PLANTS WILL BE LIMITED J. IDENTIFY WHO I5 RESPONSIBLE TO MAINTENANCE DETAIL 8. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. 10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE i -BUILT NEW PERVIOUS SPACES LOWER WATER USE TURF SHALL BE USED WHEN P0551BLE. WATER FEATURES THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED LOT 5 LOT 6 LOT 7 BASED ON CALCULATION TYPICALLY THE SURFACE AREA OF THE II. MULCH WILL BE USED ON SLOPES LESS THAN :1 TO A DEPTH 1 B IAN M. ARDOLINO DATE RCE 71651 EXP 12- 31 -1'Sj BUILDING FOOTPRINT 2,707 SF 2,707 SF 4.277 SF HARDSCAPE 626 SF 390 SF 333 SF DRIVEWAY L035 SF L490 SF 5035 SF TOTAL 4,368 SF 4.587 SF 9,645 SF BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. OF 3" TO MINIMIZE EVAPOTRAN5PIRATION. 12. SOIL AMENDMENTS WILL BE USED TO CREATEAND MAINTAIN ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL. ADJACENT FINISHED SURFACE R 501L TE5TING WILL BE UTILIZED TO IDENTIFY IA SOIL BIORETENTION DETAIL FOR LOTS 59 6, & 7 DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS. 13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE 1 MAXIMUM APPLIED WATER ALLOWANCE (MAWA). 1 SV. I' MIN. 2 FILL BERM l TYPICAL PAD BERM NOT TO SCALE ENCIlNIITAS FIRE PROTEMON DIST. REVIEWED DyBY' e DATE.' PLANS PREPARED UNDER THE SUPERVISION OF " °' -'yul-u 1 m r-rl - -� DATE. 111.18.13 BY, MASIH MAHER VWENN PRUIN `- _ R.C.E. NO. 71651 ENGEERING 9 PUBLIC BRIAN ARDOLINO WORKS DIRECTOR 12 -31 -13 DATE: _ DATE: t!' )L7-/3 I \ I � I 14 u I I !I 1I�i I 14 A I I H I lfrl I CID CU SCALE 12 REVISIONS APPROVED DATE REFERENCES DATE BENCEMIARK SCALE PLANNING" & BUII.DI1� NEW SHEET LOT 5 7uv, / 37-/ .A CITY OF ENCINITAS HORIZ. 6 VERT. CONTROL PT. "P2 ", FOUND P.K. NAIL IN AERIAL PANEL, REOUEZA ST. WEST OF I -5 BRIDGE, EL = 174.36 AMSL. HORIZONAL 1 ° = 10' VERTICAL N/A REVIEWED BY: I-pf otv►� Z s�� , l ri• I DATE , 1 SV. I' MIN. 2 FILL BERM l TYPICAL PAD BERM NOT TO SCALE ENCIlNIITAS FIRE PROTEMON DIST. REVIEWED DyBY' e DATE.' PLANS PREPARED UNDER THE SUPERVISION OF " °' -'yul-u 1 m r-rl - -� DATE. 111.18.13 BY, MASIH MAHER VWENN PRUIN `- _ R.C.E. NO. 71651 ENGEERING 9 PUBLIC BRIAN ARDOLINO WORKS DIRECTOR 12 -31 -13 DATE: _ DATE: t!' )L7-/3 I \ I � I 14 u I I !I 1I�i I 14 A I I H I lfrl I CID CU w I a FA EA EA No. 71651 Exp. 12/31/ GRAPHIC SCALE 1 " =10' 0 10 20 30 Pr?XC)RltY STORM w*re/i TREATNI fACtLSTtC , TO dd MAS,Vf.4SAtaro AY NOM 00WI LR rU ALLOROAW4Iff LJtTN MIRtAfr. AL.►LL� &AA CA/T DOL OF: ).013 -(eCjS AEC. oN 11-14-13 APPLS E 5 f0 LOTS 5- 7- E 'my wKeNs ZINQ IN 5 ... I O �. 900 BRA%.I) ROAD PLANNING CASE NO: 13 -105 CDP (LOT 5) APN.' 258 - 371 -30 PLANNING CASE NO: 03 -018 TM, DR, CDP, EIA SHEET DRAWING 9262 -G SHEET 9 OF 11 4 3 o aye N �3y a lol II .A ri• I I , { e' fj I /4J A a I I a w I a FA EA EA No. 71651 Exp. 12/31/ GRAPHIC SCALE 1 " =10' 0 10 20 30 Pr?XC)RltY STORM w*re/i TREATNI fACtLSTtC , TO dd MAS,Vf.4SAtaro AY NOM 00WI LR rU ALLOROAW4Iff LJtTN MIRtAfr. AL.►LL� &AA CA/T DOL OF: ).013 -(eCjS AEC. oN 11-14-13 APPLS E 5 f0 LOTS 5- 7- E 'my wKeNs ZINQ IN 5 ... I O �. 900 BRA%.I) ROAD PLANNING CASE NO: 13 -105 CDP (LOT 5) APN.' 258 - 371 -30 PLANNING CASE NO: 03 -018 TM, DR, CDP, EIA SHEET DRAWING 9262 -G SHEET 9 OF 11 4 3 o aye N �3y a lol ,I 4 EasTlA/[. SCUTA:/t RCLE55 C-smr. \ P24 FSA/AL MAP w 171 lgiii � 11 lll� ji I 1 0 _144 Fm 5.5' MAX HEIGHT WOOD * SUPS SfiO, k NISH \ , . I \ ?xi�EX S \ za, FG =279.7 - INSTA L " X 18" 6(9OLORATOOMATCHERES. ;LA A 1 \ J J rr L T DRAINAGE ` DiSSR ERCaY OR CITY APPROVED EO.1 * * j I EX 6" PV � ASEMENT PER * * j r. TO IAcMAIN \ C.1 13- 0539156 \ = ^2 _8 _ (I -2i 4" PYC PIPE @ 1% FG =2H3,5 - _ \ XX * * * Z T HEADWAL 1 \ f ° fP =2H1.5 _ - - - - 1 _ \ \ y FL -282.6 7 - - T - - I S -284.2 _ :n c. a -2¢ _ - _ _� _ _ EA OU _ A FS 272.5 ,_ .__,-6mm` CURB" WALL 28 2 7 -1% - _ 28H * * FL =269.7 \ Ji ! F N; \ `. _. - ,-,- =283:0 -- - Ft *+ * J \ - 4" CLEANOUT 1 J' J i Ty@EC 275.0 IF 282.1 * * * 269.7 1 _ -HW@FG 27.Ir0 - L - - 1 _ 4 - - - - i / /r�� TW 278.3 - * IE =268.7 r 3 0 2 �a TW 281.0 -W,261.5 [ J/ l- TW@FG 277.8= T - TW 28 5 - -_ - c.l TW@FG 280.5 l0 1. -` ,- I EASEMr DRAINAGE BW@FG 276.0 oa TW@FG 281.0 y- - - : -r �, EXIST C -2 MASONR BW@FG 278.0 BW@FG 2H0.0 L TW@FG 281.5 N1 SCORED 5.5" HEAVY TW 278.5 ,u BW@FG 281.5 C 9R �, TW 275.5 RETAINING WALL TW 280.3 1 PCC ($AN -- !/ 0 TW@FG 278.0 SLUN�STONE FINISH IE ��BUFFSCOLOR) OdER r J Th@FG 275. 276.0 (LA TW@FG 279.8 INSTALL Al' C TW 2H0.9 '" APB' 25 -✓ 71- TED NATURAL GRADE FS �85.8� ®__ , i ," •. . : y OVER CLASS II AB / r/ G 1` PAZ) BW@FG 278.0 OVER 6" CLA IIg AB TW 281.0 J » OT J. 722 _ 7% TW@FG 280.4 k BW@FG 280.0 BW @FG 281.0 _174.42' 5% J J - _ J _ - 3'40-61- _ _ _ - .� - - � � #- - � _ _ �_,/`_ ` . _ - _ _. _....._ _ � _ _ . _ _ _ - - = f = j I �STI SEWER MAAHU,E 140.61 - l % I r3 278 3 - - m _ ° tJ...._.... -. ° ° - _ i I �? Ex 12'x12' I I SD O S -2 Q l �- AREA DRI2" - j- - - - - - °- - -- - - --- - rG 279.6 r * * AZM- '.�ce9�i ` � - IE =278.6 IE- !(�'�! 6 . * INV =2 76± 0 En L - - \ EX STS x24 ° / I TG -278.0 I LJ FL. ".0 0 1 BR S BOX CATCH IE =273.0 W� I - - - - - s 268.5 #FIC GRA E I I { j - - - - ` r' f * * * * Q -- _ `• T 271 IE =26' 0 I I l \ _ lI .' AINAGE ...�9.D -- - - 1\1- IESMT DVER- CDP- "6 Fit FL =268.3 ,,-ROOF LINE (TYP.) -'J BENEFIT OF LOTS 34,67 t t� * > PER DOC. 2013= 053915H FG 6.0 * * e * �J REC. 8 -29 -2013 1 269.0 -� I 7 I y °P j I TG =2BC.s III' FL 167.0 FG 269.0 1 1 * * * * EXISTING LONG x f LINE OF FLOOR "PCC LA NG `° . f IE =279.6 * 3' WIDE IFIED CONCRETE € ABOVE (TYPJ I I I J * * HEADWAI� ?1 ER a "ORSLT D -34 FG 269.0 �� #•• * i SEE D OF PAD * * * IOP H L � T -- ' * E DET EI SHEET HATCHED AREA REPRESENTS _ ( I �I - T_ I I C TY ICAL1 J I WE o * ** T HD 69.0 -BIORElLNTION ®MP- AREA I x I I f I FL 267.7 NOT TO BE MODIFIED WITHOUT * PERMISSION HE CITY I CONC. BROW DITCH D ti r_ F_ LOT 2 ,I C= OF ENCINITAS ENGINEERING DEPARTMENT FS + * OF ENCINITAS (70 SFt) 6 * * TO PLACED WITH NEW lig7o 'SHEET I GRADING PLAN FOR: s I �P - I- I 896 BRACERO ROAD FG .5 PRTAT 'CONC. BROW Di PER DETAIL ON 9 a a J \ , * " r AsN1 Q(X y3-G9S�161 oval- ?L -!3 FG PEA SfTt D -7� FG 269.0 I u ! I n ° w � ^ 1 ` I - I Y I 1 * * 2 /FS" 9.7 � \ FG 0 * * * F 266. FS 269.7 FS 269.7 = P c� Io�l I U I PAD _ 2- cl.O I( f PLANNING CASE N0: 03 -018 TM, DR, CDP, EIA , 1 * \ i 6.1 *6-+ FL 6. i J -� _ _ _ ,. I FL .9 I I I FG FG ua * * ** BEIREMOVEDWRECONSTRUCTED 1 -..I \ TG =278.7 I SHEET FG X69.0;, cs ` IE =277.7 I HP =280.8 ❑ /% PER DETAIL ON 9 T r -."J i. u� ` c * * * * * 99 LOT 6 ti -, T J WEIR * * * * I 4 ROOF LINE (TYP) J 1 15,680 5F NET (_rI FG 266' 1'*` 25' FEAR YARD sETeadc 26ci.7 FG .5: PAD 26ci.0 .: APN: 258 - 371 -31 .6 * * * *• ! HP =268.8 1 F' Ji.e .1 � II 'JI rJ 1 � 1• j /I I �\� I �I i € /! f• >n I +� »p•i�'' J J TRENCHED INSERT FOR 8MP ! * * NOT TO BE MODIFIED WITHOUT I ; -- 6 HIGH SCREEN wALt. ( " J I ti l A PERMIT FROM THE CITY C TO 265.0 * * tL= 5. St PAZ) FINISH _ t BE PROP rRLY MAINTAINED IN * * * t 4" PCC PATIO r J ,LA PAZ) I 268.9 1 1 '{ ( I SEODWORKING ORDER * * * FG 269 0 j * * * TALL 4" SEWER LATERAL € J FS 269.7 FS 269.7 FS 8.Q r J I \ {{ [ I i \ TG- 280.1 ^.1 TG2B1.0 * * * SORSD S -13 ___ _ - FG 269.0 ZE =27 IE =278.3 f ; (BACKFLOW REOUiFEO) I r } I ° J TW 2� 0 - + i F L 2 6 7 . 3 i I , _ F S 2 6 9 . 7 f L 2 6 8 . 7 0: ) t- * * * T W @ F G 71.0 I - - - - IE =2 j F- 81,1.1 EXI I HI6N � i 8W@FG 71.0 \ \ _ / °� - _ -_ -' -- -- _ LINE OF FLOOR FINISf f ABOVE (TYPJ I J y r B% 1 ' \ ` \ , -- - - -- _ _ _ ` TW 278.9 y ° I i 7� `v ! FS 2 ,9 . T 4 °'iy -'- ,- . -._.. °� ° ° ° °27 TG =28 C -5 (LA�'XiSTING SWALE TO BE i FS 269.7 J J u Y ° ~ _ ° ° r B p ° TW 274 & ry { I PROP 4' -S E ._ _ -- a ; 265.7 REPAIRED AS NECESSARY T TW@FG 279.0 - C NOTE. ° ROOF DRAINS TO 1 - I 8 ` -264.2 TO THE SATISFACTION FGI269,0 DAYLIGHT TO 81ORETENTI f5 6J. = r7w "G 274.0 T� - \ ° ~ 1 FL= 26$,y5 � rW 2 3.5 \ -THE CITY (TYPICAL) -- . _ . J i _ BW 27 .0 „ * BASF' J' _I r \ Wl L SLNUNPSTONEINISH \� SED RIP RAP ENERGY FG 269 0# FG 269 0 ' - \ A PAZ) \ 16k10' SIPATOR PER SDRSD D-40 _ _. _ _.. - _ , - _.. j _.. DRIVEWAY \ *' %FL 266$ - - - - - - - P`5" A \ .._ _. L\ \ J FL =268.2 r $A EASEMENT * -- - - * FLT - - � _ 11 -- e FG �.0- - - -- � - _ .�� t -Ef�2 4.5% J 1 `- - FG * , * 268.5 FS 268:7 8%� - _ FL =2 1 FL 266.0. FG. 267.0 ° _� \ J J \ f RC ANTIQilE COBB 1 fl �t-265 :6 J L GRAY C FETE * * I - - -� 1 _ ,� \ - CRf Ml BROWN JO% o 111RA r I _ \ ] I �A 15 * * * FG 26 I J _ -1 %� FG 267. \ o. -. . 7�. 8UF J BROWN 30% 9RORE A�SNOWN� - d . EXISTING 10' SEWER FL =266.5 \ o I ( .,... `q I � f -.. 1 I �c * * EASEMENT PER CARDIFF ! art 10, * * I r :: SANITATION DISTRICT � _�\- i� � J_.:: ..._4" PCC PATIO � ;; � _ -�- .�_. __. _ __.__.... L._ I I AREA DWG W. 176 LINE J - - " ' - t € � FS 268.! I ., � J �-- + * * *I * * ! A -1 NOW ORDEP N0. 2948. \ FS 267.71 FS 267.7 FG 267.0 \ 7% EK r r t�aOniRY RET. � � - * * * RECORDED T ND. 104472 I \ -J J WALT M O, ONE FIN SH <, �L * * * * * * I /!ME 24TH 1 { _ -.. I ( \ J , ._ . _ { (LA 6�AZ) 7% ORCO TllUUL C08BLE ' \ -�--� { ({ ...... -.... CREAM B.RC3WN 70% \ _. BGFF1 (BROWN 30% I I 1 I PROPERTY LINE I AS BUILT BRIAN M. ARDOLINO RCE 71651 EXP 12- 31 -lXfj REVISIONS ENCMM S FIRE PROTFMON DIST. REVIEW D BY' . � PA . DATE 11.1 to AD TE' VARIES - -y SETBACK LINE PROPOSED VEGETATED SWALE @ 3.7% FL =267.0 VARIES CROSS SECTION NTS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDID CITY OF ENCINITAS HORIZ. 6 VERT. REVIEWED BY: i 7,Z� CONTROL PT. "P2 ", FOUND P.K. HORIZONAL I" = 10' NAIL IN AERIAL PANEL, REGUEZA vERrrcaL NIA ST. WEST OF I -5 BRIDGE, FI = 174 '9F; dMql DATE PLANS PREPARED UNDER THE SUPERVISION OF • DATE: 11.19.1% BY: - R.C.E. N0. 71651 MASIF BRIAN ARDOLINO 12 -31 -13 DATE: 29.4' FS-280.4 5% 15 15 IE =280.1 LkT1 R _63ER -S LJ ® d S, s�'NS i�cA �S' Y �i I I» ( f » I i / 44 EA F5 I GRAPHIC SCALE 1 " =10' 0 10 20 30 NE,/ h���0 �•��HAE( q�G O �, m No. 71651 6 E 12 31 xp. / /1? DRAWING N® = o m3 o <= Lu 9262 -G s 3 o U : SHEET 10 0 i 1 a D ti r_ F_ V C= OF ENCINITAS ENGINEERING DEPARTMENT °RO GRADING PLAN FOR: 896 BRACERO ROAD GEERING 6 PUBLIC WORKS DIRECTOR PLANNING CASE N0: 13 -104 CDP (LOT 6) APN.• 258 - 371 -30 DATE: 11- ;••7.13 PLANNING CASE N0: 03 -018 TM, DR, CDP, EIA xp. / /1? DRAWING N® = o m3 o <= Lu 9262 -G s 3 o U : SHEET 10 0 i 1 a P A %4 BRA CER0 R OAD EXISTING 5' DRAINAGE EASEMENT OVER LOT 7 FOR GRADING l FL =271.0 41- X (LA PAZ) ` THE BENEFIT OF LOT 4 ( 77-j t � 135. < IF 79.1 * # { - f rw 277.i IE =268 .7 ,- t ?72.0 -- - -- _ - - - _ : -� C � /FG 2 f� .- - - 1% 1. r - 1 IRE @ 1% TW @FG 271.0 - 1� PVC P HATCHED AREA 0 TW 274.5 ; FL =272.4 f °�- BW @FG 271.a 1- {{ LOT 7 J - BIOFETENTION BMP W 277. r: 3 rW@FG 274.0` [ I I FG =231' rN 10' ster W @FG 277.0 \ 1 "� i NOT ro IO MOD FROM 4(w .3 BW @FG 272.4 BW@FG 27.3.0 TW � I I{ . !a�� � / FG =�& 6 PERMISSION FROM Tw 275.5 vi. OF ENCINITAS (115 SFf) 71.1 I- PER DETAIL ON SHEET 9 F TW @FG 275.0 I i 0 1 + * = 70.7 7►�tyKt.�QOG 2,Ot3-GSSAo7 ON I1- -i3 BW @FG 273.0 i? # * * +* • `. I -- --� --- -' FL 272.-- -••�_. I I j ti I fWALIE to 69 KAJOLAC&DLott I I I i I I * \ iU*Ae fZMfsesv OAafa/ b N SN 271.s 0 # EX CONCRETE BROW DITCH - - - - - - - - # PER SDRSO D -75 I I i1 �. r TW 274.8 _- FI =2631 I / rW @FG 266,0 rsTIN SEWER MANHOLE EXISTING 7' DRAINAGE 3W @FG 268.0 C -4 MASONRY PET Y PEP S -2 O D * I WALL SLUMPSTONE FINISH I F�a =28216 !' i G .5 # 1+ * RIM = + ESMT OVER LOT 7 FOR - - - (!:A PAZ) 6 * +s +* F6= 266.751 X0..0 BENEFIT OF LOT 4 II _ h I PER 00c. 2013- 0539156 INSTALL 12i' s' + * u * # + REC. 8 -29 -2013 (A Iiv - - - - #i# I FG =283.1 * * *Oq 6 � „ �4 I 4" PCC LANDING TG 2 3.O XI IMX3 "t�2ai At TRaGE FL 272.1 + * BENEFIT OF LOTS 467 1 rE ? 9.4 FG =282.6 �_ * + * * * EBMT FOR FG 273.0 FG 273.0 I I p mvri * * i* # # # I III - # * - ....... - . I f}'G= 28.x.1 \ * * * * * * REC. OC. 8-29-20 1156 * ¢' * } (EXISTING SANITARY 6" PERM PIPE @ 1% \ 2 2.4 I i * X67.0 j FG 269.0 SEWER MANHOLE I I I 1 \ FG 0 * + RIMS 273.24 ` # * ) I I INV= 266.06 ' ! f f LOT 270.8 * * * * + FG 273.0 i l I 1 FG =282.5 \ \ \ * * ++ H A7 DES , ER DPSO DR34E j 269.8 * _* f 2 .4 I FG =273.0 \ ( + + PAP. FG 269.0 :i E =282.6 \ + I �" C + # * #+ SEEP OET If SHEET HATCHED AREA REPRESENTS + + ( _ \ f EIo * * * TOP HD 63.0 NOT To BEIOMOD>>ED WITHOUT »- # HIGH �`"DRE'CN WALL P \ �' # # SLDMR'STONE FINIS \ + + Ff6(= FL 267.7 I PERMISSION FROM THE CITY * * # I (LA PAZ} I FL =2 2.4 II ( I 1 # * + # * * FG 273.0 I \ FS 6 * * * TO 3E PLACED I NDNEW OF EDETAITAS 4 ?C93f = FG 273.0 I I I TW 272.0\ PPI(1AT CONC. BROW DITCH( PER DETAIL ON SHEET 9 :70.6 # * " * # I {{ } I \� !Y TW @FG 25 . FG .0 + * * + F PER SO D D -75 I FG 269. TW 27 5 I ` i 1 I BW @FG 2E .0 \ * * + * FL-2666. I L 269.5 & # * #+ I', € aTW @FG 77.0 ' \ N TO 2E .5 &` + ur EXISTINGi 10' SEWER BW@FG 72 5 2 1 * + * EXISTING SWALE TO ' F - 2 \ + F_ 269.0 EASEMENT PER CARDIFF j EXISTING CROSS FL 26 .5 * * * BE REMOVED RECONSTAUCFED S #0' + * ** * _.�....._.� \SANITATION DISTRICT ( I \ \ LOT DRAINAGE FG 5 # * PER DETAIL ON SHEET 91 * * I AREA ONG NO. 176 U� I ( I , C)<. EASEMENT TW TW @FG 26 .2 6" P C + * * * * ROOF LINE (TYPJ �9 * + * * # Aj WORK ORDER NO. WEIR * + * f I 2948. MSTRIWENT N0. * * , * { 104472 RECORDED JIME NOTE.' ROOF DRAINS TO 1 \ \ - 1\ \ 8w@FG 26 .8 * + 25' ipt 1 i \ I I \ F 0 * * FG 1I� 25' FEAR YARDTBAOK + a # 24TH 1 3% DAYLIGHT TO BIORETENTION T ' \ # I . -F6- 273.0 BASINS FG -273.0 f \ \ yc \ \ F 5.5 ++ + + FG FG 273.0 _ * + FG 27319 G 6 + :* HP -268.8 - - _ -� TW 275.51 CV j 5 TW 271 * + i+ * I # /.. \' T6H SCREEN WALL 6 H, FL 27.1 FL 272.5 € - TW @FG 275.0', I i 270.5\ + # * J BW@FG 272.0: { "" BW @FG 2 * * ' FL =2 5 S JMPSTON FINISH \ FG 273.5 N .. E - TW @FG 265. ✓+ + 269 5 * * * \ J 1\ ` FG 265.0 (LA PAZ, l FL 272.8 j + # # FG 269.0 . + J \ �\ 1 i HP =281.5 TO 2 6.0 _ __ # + j * # MSTALL 4" SEWER LATERAL! FL 2 5.0 { + + + SgRSD 5 -13 l) + # * * I, i \,\ FG 273.5 y 1 1 I �� _ if) _._ __ FG (BACKFLOW REQUIRED) # # #+ E � FG 273.5 \ FG 273.0 1 I SL HIGH SCREEN fWALL F F' FLD267.3 LINE OF FLOOR GRAPHIC SCALE 1 " =10S?.lJAlPSTONE FIN H + ._ * * * I LOT 7 1 I I I \ (LA PAZ) # # PEI �.�' WALL ABOVE (TYPJ m *: TONE FINISH # HATCHEQ AREA REPRESENTS LANDSCAPED 30,207 5E NET FG 273.5 :I I I \ \ I * PER c -5 (LA PAZ; + I AREA F BMP TO BE PRIVATEL MAINTAINED I 0 10 20 30 + + + I AND N07 MDDrFIED WITHOUT PER1415SION EE =273.5 ( 1 I 1 ? ..�rx FROM T CITY (TYPICAL) PAD = 273.0 I 1 I • '" * # * # * * ` AFN: 258 -371 -32 f3 c FG 273.0 I I " * * * * FL =2 .o I � DETAIL A O e�rNAELjONgI I FL =27 CO SC LE•' 1"=10' a�Q�� A9oo�ym + +# \ �F� ' p : Q # # { FG 273.0 / FG 273.0 I (I I 1 I I IC E'aoIOS�D %ZW-QAp cme".60 rte" ¢ z z ++ * * # # FG Y73.0 r d j 11 F I �X LS ?It�l(1 S1�1M.�� NEN + yo BE R�,pP, +¢ED M11A, xio19- ft-% 0 -40 m No. 2/31/ 0 r'„ p FG 273.0 j I I, 7 "' el8 a '! ZO m Exp. 12/31/1 Oi lS 269.4 # + * ° M ' f 1 I I 6ktE S:lTlSipt�►oN T4 CIVIC �t11 288.4 * 'S' * , INSTAL(2 i WER LATERAL ! .a FG 273 pG 273.0 -I I + Or T11E Crty _ - * (8� A NOT FEIXIIFED) �._.- _ s • OF CAI - ._.., FG 273.0 x s + # I FG 273.0 r ' SHEET •d FS 272.9 - � ae 72.4 1 FL 272.8 GARAGE l 273.0 • FG =280.2 F I { 4" PERM RVC P� 1 I i, ;1 I ` 4" Pcc LANDING 1 I { 6 F= 279.17 EXISTING 1 x12 FG 3, G =283.5 J ; I YARD DRAM EX IPVC PIPE TO 283 5 F ^- ) 269.1 / I * * * I' I a Q Ii FG= 80.2 TG =280.0 E =274.0 1 BE I � i FS 28 .6•� 258.1 * * + * z * , {f x { +• d I \ 5 FG =c 79.7 HATCHED AREA REPRESEN t 1 - SWALE it) BE CE { 3 FS 2,87 'yc X .. 1 '� 1 B .. T ION BMP AREA 1, - f I * # * F 711 j , I \ I\ FG =280.2 VEGETATED & P + / rDRCrEN 1 PAR f I NOT TO BE MODIFIED WIT UT Ii 4" , .0 LAN INf', ca (STING 8° V.C.P I RFR,MISSION FROM rHE CI 1� REINFORCED Wf , LINE PER 1 a a i /� ® II (C -350 N.A. GREEN :I b S^ '• r=, °` OF ENCINITAS (200 SF±) OR EOUIV,1 (TYP.dC L) INSTALL 6" CHANNEL. DRAIN • . I I� t 1vr vv - - -- - �` FG-263 EXISTING 12' 12° TA: 33,34 OE1JgUL �. PGG\ 4" PERM PVC PIR FG =283.5 1 �MSTALLBRA$5E I, ,` FG -i .2 /f - YARD DRAIN TO BE REMOV D 268.9 i # * * j 1? tom_ FG 73.0/ �� _ \ G _ FL =2 8. FL 272.4 � 76000 L LO FG- .7 { 5.5' MAX HEIGHT WOOD I PA` CE � I" w � F C A0" EfI " TLU A I IG) � \ - 7.9 # # + \ / FG 279.7 BOX FRAMED FENCE + # I ( 1 - J d, \ \ /I ~ '/7" -279.7 f (COLOR TO MATCH RES. * - IPT R P E ERGS 8 OR CITY APPROVES E61.) 2% 3 " i EX STING -I - - - - - - I 5% , . s - A T it' J � I 1 • • �, .• \ \ \ L T DRAINAGE "-- .... '' -° - .. _ � I 6' d u SCFd h WALL 4" PVC PIPE { / SSI A r' � I a , a : ... _ J EX 6" PVC • � // ASE ENT PER G =280.2 � - N: 2 - 71_27 Z. K2. ��i * + + * (LA PA ) TO REMAIN :--2013-05391M t J J \ / \ P -281,5 \ \ - - - �- )- HP -283 3 / r r / 6" CI1PB ADwALL 281A DU7 - = 3:0 -- ,. o 0.at # i J - 41x.,.. FL -282.6 -1% -- -� n f x.a °� wEl� s * {E ITI HEADWALL _ �. _ - -\ - __ _ - _ _ ..- ....................... - - iT J .+s..�u_w�.. ,'- •-- _>- „s-- -t s..,, _Alf�fi' - 1q'�i7"� ELA' # * P W -27x.3 \- - ,�, , Y T _ _ �7 ®- _ rEe2 * * \ J USH F SH AN Q. . 6 ' 1 ` - - * # :g -L =269.7 G(B ) R TIFF -0 275.0 TW 278.3 ' Ji J \ A TURA� ,J '' �tr^ ` BW @FG 2 0 G 277.8 L - - - ] TW 281.0 TW 281.5 - - - TW 281.5 - - - - - `N - - - -I - - - I'. . a , 1 , Y 20 e + + FL 269.7 v * ! J �J I I� l Tw@FG 280.5 W@FG 2 1.0 (� t/ BW@FG 276.0 II« T TW@FG 2815 `.-SCORED 5.5 HEAVY BROOM 9 = < // EXIST�IVG DRAINAGE BWWG 278.0 BW@FG 0.0 BW@FG 281.5 BRUSH FINISH PCC (SAN IE =268 7 l ' �N EASEMENT ti EXIST C -2 MASONRY-` LOT 7 DIEGO BUFF COLOR) OVER ! TW 278.5 RETAINING WALL TW 280.3 { io ACTED NATURAL GRADE FS 285. /! TW 275.5 `+ f�P{!:- �i- - � FINISH BW@FG 278 0 `` 9 TW 28 0 �� J T S - - T - PROP05E A Oi,/ 75.E G 276.0 �', (LAMPAZ)NE OVER 6" CLASS II{ AB w _ _ _ rw 2B . - TW@FGO2BO.4 TW@FG1281.0 __ . I 1 BW@FG 275 J VER /6" CLASS I FS FG 281 0 14% o - - -I - -- - - c 2 74.42 � I J' O AB N /1� 2 • P _ _ -- _ - - -- - �4o:s1 �� f /f liI Ex 12"x12° ENCU4ITAS FIRE PROTECTION DIST. AS-BUM =.• °�°® \ � � I IlaaTkLL. REVIEWED BY:. 1 (,5®L-,0 Lo LCACh1NCl) L& / SEE DETAIL A 'r BRIAN M. ARDOLINO DATE RCE 71651 EXP 12 -31- 13 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SG'AT P PLANNING A, BUII.DING DESIGNED BY DRAWN BY CHECKED BY AIPIMnXTAT S rTrY ®F ENtITNITAS ENGINEERING DEPARTMENT DRAWING Na BMA I BMA I WJS =1 g 0.- NEW SHEET LOf7 // -.27 -/ CITY OF ENCINITAS HORIZ. 6 VERT. CONTROL PT "P2 ", FOUND P.K. NAIL IN AERIAL PANEL, REQUEZA ST. WEST OF I -5 BRIDGE, EL = 174.36 AMSL. HoarzoNaL 1 ° = s �_ VERTICAL N7a REVIEWED BY: w /� 13 DATE PLANS PREPARED UNDER THE SUPERVISION OF �' DATE: �165°`l.� � 1 ( R. C. E. NO. 71651 BRIAN ARDOLINO 12 -31 -13 RECOMMENDED BY: MA MAHER DATE: APPROV 8Y: N PRUIN ENGEERING 6 PUBLIC WORKS DIRECTOR DATE: (147 -13 GRADING PLAN FOR: 874 BRACERO ROAD APN.' 258 - 371 -30 PLANNING CASE NO: 13 -106 CDP (LOT 7) PLANNING CASE NO: 03 -018 TM, DR, CDP, EIA L ��rr 9262 -G y S' w a <, m = °a= 5 a" p v W to , Lm I p N d 6 � l SHEET II OF