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2013-11567 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED SINGLE FAMILY RESIDENCE, NWC COPPER CREST ROAD AND WISHBONE WAY, OLIVENHAIN AREA OF ENCINITAS, CALIFORNIA," BY CTE, INC., DATED DECEMBER 15, 1998 AND "UPDATED TO PRELIMINARY GEOTECHNICAL INVESTIGATION" PREPARED BY CTE, INC. DATED JULY 15, 2013. PROJECT #10- 11616G SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11567 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JON BLUMENTHAL AT (951) 760 -2440, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES 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 AN INCOMPLETE 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 THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. (OMWD NOTES CONTINUED ON PAGE 4) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK I 5 ' Sj 15 DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS BRASS DISC (STAMPED ENC -17). LOCATION: `•( . /s� IN DROP INLET ON THEITORTITSIDTOF- FORTUNA RANCH ROAD AND 50 FEET SOUTH OF ADAM'S RUN. RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK ELEVATION: 427.877 DATUM: NAVD88 SCALE I R'F_Oe)IZA PL,AM HORIZONTAL: N/A VERTICAL: N/A to 1150 (g 3o Zol, R GE xP STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. OWNER JON & SHARON BLUMENTHAL 335 STATE PLACE, ESCONDIDO, CA 92029 (951) 760 -2440 SITE ADDRESS 3645 COPPER CREST ROAD ENCINITAS, CA 92024 APN:264- 223 -12 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP NO. 12795, IN THE CITY OF ENCINITAS, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, JULY 7. 1983. OWNER'S CERTIFICATE E N C I KI ITAS 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE " DATE: BRYAN BLUMENTHAL SIGNATURE: T . I SHARON BLUMENTHAL OWNER'S STATEMENT FOR SWPPP PROJECTS SITE / O p G� �P 2 0 z VICINITY MAP 7O 1 NOT -TO -SCALE y� THOMAS BROS. PG. 1148 -B3 v DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 11567 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9 -2009- 0001. SOILS ENGINEER'S CERTIFICATE I, 6,4A) IIAT/f A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING B SINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON &e.-mate /S/99fAND FOR AN UPDATE ON �a / §: 20C . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUSTY TR Q n JIB Of GRADING PLANS AND _ P CIFICATIONS. Qlz U U A LL O w WISH - MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND o BONE U WAY r C FST APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS RD - ` No 2665 (760) 746-4955 I� I OWNER'S CERTIFICATE E N C I KI ITAS 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE " DATE: BRYAN BLUMENTHAL SIGNATURE: T . I SHARON BLUMENTHAL OWNER'S STATEMENT FOR SWPPP PROJECTS SITE / O p G� �P 2 0 z VICINITY MAP 7O 1 NOT -TO -SCALE y� THOMAS BROS. PG. 1148 -B3 v DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 11567 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9 -2009- 0001. SOILS ENGINEER'S CERTIFICATE I, 6,4A) IIAT/f A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING B SINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON &e.-mate /S/99fAND FOR AN UPDATE ON �a / §: 20C . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES GRADING PLANS AND _ P CIFICATIONS. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. �f SIGNED: _- _ CONSTRUCTION TESTING & ENGINEERING INC. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND N 1441 MONTIEL ROAD SUITE 115 CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN RCE NO.: E #Z�S" " ESCONDIDO CA 92026 APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS iu - ` No 2665 (760) 746-4955 MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO EXP. DATE: Exp 12131i• ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. JOB #: 10 -1 1616G POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. STATEMENT OF ENGINEER OF WORK PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE SURFACES. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY NOTIFICATIONS INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY /p�7 MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S �oQROFESS SIGNATURE: P DATE: I I (e � (` ��P �� E S. 9 `11 �G RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, �A, ILAR 0� Z "' FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: J W Q m A. SEWERS - CSD - (760) -633 -2770 SAN DIEGUITO ENGINEERING INC. a NO. 61158 s A B. GAS & ELECTRIC - SOGE - (760) -438 -6200 4407 MANCHESTER AVE. STE 105 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) - 753 -6466 ENCINITAS, CA 92024 9j C / y 1 V Q� D. TELEPHONE - SBC BELL - (760) -489 -3411 TELEPHONE NO. (760)- 753 -5525 F OF I p��F� E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 RCE NO.: 61 158 SEE SHEET 3 FOR FIRE DEPARTMENT NOTES EXP. DATE: 6 -30 -15 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. BMP PROJECT STATUS PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK DATA HOMEOWNER IN ACCORDANCE WITH IMPERVIOUS AREA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H: 2.5 V "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT MAXIMUM VERTICAL DEPTH OF CUT = 5 AND STORMWATER POLLUTION CONTROL FACILITIES" IMPERVIOUS AREA AFTER CONSTRUCTION: BUILDING FOOTPRINT 8792 SQFT MAXIMUM VERTICAL DEPTH OF FILL = 3 RECORDED ON- JMN��i� HARDSCAPE AREAS 7467 SQFT INCREASE IN IMPERVIOUS AREA: 16259 SQFT CUT = 3,300 C.Y. FILL =1 , 000 C.Y. IMPERVIOUS AREA REPLACED: N/A SQFT EXPORT = 2,300 C.Y. - AS DOC. REMEDIAL= 530 C.Y.( 1.5 ' REMOVAL AND RECOMPACTION UNDER AND 5 ' EARTHWORK DISTURBANCE AREA: 48,500 SQFT OUTSIDE OF BUILDING AREAS) PUBLIC WORKS PLANNING AND BUILDING I PARKS AND RECREATION ALIVEN [+A-IM MljM wATezDlsf'" ENCINITAS FIRE DEPARTMENT j�lG(�a7�p DATE N DATE SON DA E SIGN NJ DATE 3N,EERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO Oild� APP O 15D: GRADING PLAN FOR: DATE: 0 � 2®I� / / 3645 COPPER CREST ROAD �± Al R.C.E. NO.: 61158 M AHER C -42519 GLENN PRUIM C -51274 • BLUMENTHAL RESIDENCE 5C7 -G F' -to; ENG /PUgLy yyORKS DIRECTOR APN 264- 223 -12 S. AGUILAR ! 4Z &% / EXP.: 6 -30 -15 DATE DATE PLANNING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC .SHEET 1 OF 5 U:\1data \_Projects \5186.01 Blumenthal \_Engineering \DWG \Grading \5186.01 GP.dwg 20131104 FILE NC. 5186.01 N N N rn U z U z w Lr U-) N ci ° Ln z Lo -w I OF-U) u7 r` w w wQo z_ � U W u z� wN0 Uwz x w 5z CD QZ wg0 a d t` Li cn�F_ 4 9 i i 'rt7 ,r Y OCT IE 5 A I i t W357.3` \ s4lf Sl \ \ PE 10 DUCK 9..y t o 9 jE ,i i fyy { LEGEND ITEM RSD SYMBOL 3 PROPERTY LINE 1 i 11 ,' 1 ',;' ' PIPE TO BROW DITCH CONNECTION DETAIL PROPOSED li f -BROW DITCH 2 CF PCC LUG T RIM PIPE FLUSH WITH PATCH TO SURFACE 17, . SWALE, PIPE IE 0.10' OF SWALE - ABOVE SWALE FL r� EXISTING CONTOURS �- FINISH CONTOURS — 60 -- PROPOSED SPOT ELEVATION 54.75 BROW DITCH D -75 6" PVC SDR -35 CUT SLOPE L0 _,. / (2:1 UNLESS OTHERWISE SPECIFIED) FILL SLOPE (2:1 UNLESS OTHERWISE SPECIFIED) EARTH SWALE 12 "x12" BROOKS PLANTER ❑ J+ ` PERVIOUS PAVERS AQUABRIC OR EQ.) IMP C PLAN NON PERVI AVERS ON BASE NO SCALE � P D 8" SDR -35 PVC STORM DRAIN - EXISTING (UNLESS OTHERWISE SHOWN) PROPOSED 4" SDR -35 PVC PERFORATED PIPE - — — - r� MASONRY RETAINING WALL C- 2/C -3/C -5 BROW DITCH, PIPE IE 0.10' PROPOSED EQUESTRIAN TRAIL ism= PROPOSED STEM WALL/ DEEPENED FOOTING BIOTRETENTION FACILITY (SEE DETAIL SHEET 4) NOT TO BE MODIFIED WITHOUT CITY PERMIT � I` ! FINISHED CONCRETE TRAIL CROSSING 4' WIDE HEAVY BROOM LUG v PIPE CLEANOUT c 1 i 11 ,' 1 ',;' ' PIPE TO BROW DITCH CONNECTION DETAIL PROPOSED li f -BROW DITCH 2 CF PCC LUG T RIM PIPE FLUSH WITH PATCH TO SURFACE 17, . SWALE, PIPE IE 0.10' OF SWALE - ABOVE SWALE FL r� CONSTRUCTION NOTES: D CONSTRUCT SPILLWAY PER RSD D -22 REFERENCE: STORMWATER MAINTENANCE AGREEME EFERENCE: HOLD HARMLESS DRAINAGE COVENANT o (I) CONSTRUCT CONCRETE CURB PER SD RSD G -1 PER DOC# k01Y'C0�81�__ _ PER DOC #_2008 _0563887 _ o xm 3 INSTALL BROW DITCH CONNECTION PER DETAIL THIS SHEET �QROFESS /p�Z o ('0 (4 INSTALL 582 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 ``��E S' 9 F A4 RECORDED___?- IY-------- RECORDED _QOTQ.@ER— M-2Q9$ ------ ___ Ldw Er =c=i (3 )INSTALL 10' DIAMETER TREE WELL t; 01108E � o © INSTALL 185 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 = NO 61158 R�DF N a 07 CONSTRUCT RETAINING WALL PER RSD C -2, DRAINAGE PER C -8 6 RETAINING MIN 16' PAVED 4' MAX ® CONSTRUCT RETAINING WALL PER RSD C -5, DRAINAGE PER C -8 WALL DG PATH 9 CONSTRUCT PERVIOUS PAVERS AND 2400 SF CISTERN PER DETAIL ON SHEET �f9TF C j I V PROPOSED TRAIL (JO BREAK CURB FOR PIPE, TRIM PIPE FLUSH WITH FACE AND PATCH AC OF CAFE PROPOSED PCC 6 "CONCRETE CURB 1' 3' COPPER CREST CONCRETE. MIN ROAD EXIST1Np �' COPPER ROAD REST 11 CUTOFF WALL PER PERVIOUS PAVER WITH VAULT INSTALLATION DETAILS SECTION 5 1/2" GROAN 1© INSTALL CLEANOUT PER 5D RSD SC -01 PCC /6" CIIB / 2% PROPOSED S�Oe PR. CONC. EXISTING AC 4" DG ON 6" COMPACTED (D CONSTRUCT RETAINING WALL PER RSD C -3, DRAINAGE PER C -8 - - -XI NATIVE MATERIAL GRADE 4I ASSUMED_ EXISTING CLASS II BA9 14 INSTALL 341 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 SCALE: 1" = 30' DRIVEWAY SECTION A —A EX. AC DIKE ROAD TRAIL DETAIL DG TRAIL DETAIL CONSTRUCT RIP RAP ENERGY DISSIPATER PER RSD D -40, L =5', w =3', No. 2 BACKING, T =1.1' 0 30 NOT TO SCALE NOT TO SCALE NOT TO SCALE 16 PROPOSED WATER METER LOCATION DESIGNED BY I DRAWN REVISIONS . APPROVED DATE REFERENCES DATE BENCH MARK SCALE RSCO" - VLAK ASA CA ASA APPROVALS DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS /� /�� - -•�y ' /_ PLANS PREPARED UNDER SUPERVISION OF RECOMM APPRO ED BRASS DISC (STAMPED ENC -17). \�19 ��IY���I� LOCATION: IN DROP INLET ON THE NORTH SIDE 1 " =30' DATE : �Z 2a� l HORIZONTAL BY: BY Amur •�` `• /E'IS OF FORTUNA RANCH ROAD AND 50 FEET SOUTH OF ADAM'S RUN. _� II Cj7j bL3o Lo 17 A.S. AGUILAR R.C.E. NO.: 61158 RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK VERTICAL NSA TICIIE v*p ENGINEER NAME DATE: DATE: EXP. �Y ELEVATION: 427.877 DATUM: NAVD88 6 -30 -15 U: \1data \_Projects \5186.01 Blumenthal \_ Engineering \DWG \Grading \5186.01 GP.dwg 20131104 DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND w LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE Lli MODIFIED WITHOUT A PERMIT FROM THE CITY. LAJ 2. LANDSCAPE AREA FOR STORM WATER POLLUTION CONTROL TO BE PRIVATELY MAINTAINED AND Z NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. (7 3. ONSTRUCTION OF OFFSITE RECREATION TRAIL, PROVIDE A 4' WIDE MAX RECREATION LLLZ TR E B, PER CITY OF ENCINITAS TRAILS STANDARDS OR ACCEPTABLE TO THE DIREC PARKS AND RECREATION. CLEAR EXISTING VEGETATION TO ALLOW CONSTRU OF TRAIL PER THE TRAIL STANDARDS. 0 4. CLEARING OR G G ACTIVITIES SHALL OCCUR OUTSIDE OF THE AVIAN BREEDING SEASON (FE6.15- SEP.15, AS AS JAN. FOR RAPTORS) OR THE AREA SHOULD BE SURVEYED Ur JUST PRIOR TO CO N ACTIVITIES BY A QUALIFIED BIOLOGIST TO DETERMINE IF LiJ THERE ARE ANY BIRDS. _ 5. GRADING OF THE PROJECT SITE COMPLY WITH THE CONDITIONS OF APPROVAL ESTABLISHED BY PC RESO 2007 -35 NO. 06 -149) APPROVED ON DECEMBER 20, Z 2007. 6. DEAD ENDS: ALL DEAD -END FIRE ACCESS R EXCESS OF 150 FEET IN LENGTH (/) SHALL BE PROVIDED WITH APPROVED PROVISION E TURNING AROUND OF EMERGENCY 60 APPARATUS. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Z GRADING PLAN FOR: 3645 COPPER CREST ROAD BLUMENTHAL RESIDENCE 11567 -G w APN 264- 223 -12 z cD PLANING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC SHEET 20F 5 LZ,� FILE N0. 5186.01 LO +` 6" PVC SDR -35 L0 / r?; J+ ` PLAN LO NO SCALE � EXISTING GRADE TRIM PIPE FLUSH WITH r� BROW DITCH, PIPE IE 0.10' f> Q ABOVE BROW DITCH FIL r / � 2CF CONCRETE LUG EXISTING GRADE z PROPOSED BROW DITCH e' W J+ DRAINAGE PIPE @ 1 45' MAX TO DITCH POINTING DOWN U j - SECTION STREAM Z NO SCALE -3~ = NOTES: j 25 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS Z -- SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND CONSTRUCTION NOTES: D CONSTRUCT SPILLWAY PER RSD D -22 REFERENCE: STORMWATER MAINTENANCE AGREEME EFERENCE: HOLD HARMLESS DRAINAGE COVENANT o (I) CONSTRUCT CONCRETE CURB PER SD RSD G -1 PER DOC# k01Y'C0�81�__ _ PER DOC #_2008 _0563887 _ o xm 3 INSTALL BROW DITCH CONNECTION PER DETAIL THIS SHEET �QROFESS /p�Z o ('0 (4 INSTALL 582 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 ``��E S' 9 F A4 RECORDED___?- IY-------- RECORDED _QOTQ.@ER— M-2Q9$ ------ ___ Ldw Er =c=i (3 )INSTALL 10' DIAMETER TREE WELL t; 01108E � o © INSTALL 185 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 = NO 61158 R�DF N a 07 CONSTRUCT RETAINING WALL PER RSD C -2, DRAINAGE PER C -8 6 RETAINING MIN 16' PAVED 4' MAX ® CONSTRUCT RETAINING WALL PER RSD C -5, DRAINAGE PER C -8 WALL DG PATH 9 CONSTRUCT PERVIOUS PAVERS AND 2400 SF CISTERN PER DETAIL ON SHEET �f9TF C j I V PROPOSED TRAIL (JO BREAK CURB FOR PIPE, TRIM PIPE FLUSH WITH FACE AND PATCH AC OF CAFE PROPOSED PCC 6 "CONCRETE CURB 1' 3' COPPER CREST CONCRETE. MIN ROAD EXIST1Np �' COPPER ROAD REST 11 CUTOFF WALL PER PERVIOUS PAVER WITH VAULT INSTALLATION DETAILS SECTION 5 1/2" GROAN 1© INSTALL CLEANOUT PER 5D RSD SC -01 PCC /6" CIIB / 2% PROPOSED S�Oe PR. CONC. EXISTING AC 4" DG ON 6" COMPACTED (D CONSTRUCT RETAINING WALL PER RSD C -3, DRAINAGE PER C -8 - - -XI NATIVE MATERIAL GRADE 4I ASSUMED_ EXISTING CLASS II BA9 14 INSTALL 341 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 SCALE: 1" = 30' DRIVEWAY SECTION A —A EX. AC DIKE ROAD TRAIL DETAIL DG TRAIL DETAIL CONSTRUCT RIP RAP ENERGY DISSIPATER PER RSD D -40, L =5', w =3', No. 2 BACKING, T =1.1' 0 30 NOT TO SCALE NOT TO SCALE NOT TO SCALE 16 PROPOSED WATER METER LOCATION DESIGNED BY I DRAWN REVISIONS . APPROVED DATE REFERENCES DATE BENCH MARK SCALE RSCO" - VLAK ASA CA ASA APPROVALS DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS /� /�� - -•�y ' /_ PLANS PREPARED UNDER SUPERVISION OF RECOMM APPRO ED BRASS DISC (STAMPED ENC -17). \�19 ��IY���I� LOCATION: IN DROP INLET ON THE NORTH SIDE 1 " =30' DATE : �Z 2a� l HORIZONTAL BY: BY Amur •�` `• /E'IS OF FORTUNA RANCH ROAD AND 50 FEET SOUTH OF ADAM'S RUN. _� II Cj7j bL3o Lo 17 A.S. AGUILAR R.C.E. NO.: 61158 RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK VERTICAL NSA TICIIE v*p ENGINEER NAME DATE: DATE: EXP. �Y ELEVATION: 427.877 DATUM: NAVD88 6 -30 -15 U: \1data \_Projects \5186.01 Blumenthal \_ Engineering \DWG \Grading \5186.01 GP.dwg 20131104 DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND w LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE Lli MODIFIED WITHOUT A PERMIT FROM THE CITY. LAJ 2. LANDSCAPE AREA FOR STORM WATER POLLUTION CONTROL TO BE PRIVATELY MAINTAINED AND Z NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. (7 3. ONSTRUCTION OF OFFSITE RECREATION TRAIL, PROVIDE A 4' WIDE MAX RECREATION LLLZ TR E B, PER CITY OF ENCINITAS TRAILS STANDARDS OR ACCEPTABLE TO THE DIREC PARKS AND RECREATION. CLEAR EXISTING VEGETATION TO ALLOW CONSTRU OF TRAIL PER THE TRAIL STANDARDS. 0 4. CLEARING OR G G ACTIVITIES SHALL OCCUR OUTSIDE OF THE AVIAN BREEDING SEASON (FE6.15- SEP.15, AS AS JAN. FOR RAPTORS) OR THE AREA SHOULD BE SURVEYED Ur JUST PRIOR TO CO N ACTIVITIES BY A QUALIFIED BIOLOGIST TO DETERMINE IF LiJ THERE ARE ANY BIRDS. _ 5. GRADING OF THE PROJECT SITE COMPLY WITH THE CONDITIONS OF APPROVAL ESTABLISHED BY PC RESO 2007 -35 NO. 06 -149) APPROVED ON DECEMBER 20, Z 2007. 6. DEAD ENDS: ALL DEAD -END FIRE ACCESS R EXCESS OF 150 FEET IN LENGTH (/) SHALL BE PROVIDED WITH APPROVED PROVISION E TURNING AROUND OF EMERGENCY 60 APPARATUS. CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Z GRADING PLAN FOR: 3645 COPPER CREST ROAD BLUMENTHAL RESIDENCE 11567 -G w APN 264- 223 -12 z cD PLANING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC SHEET 20F 5 LZ,� FILE N0. 5186.01 LEGEND ITEM PROPERTY LINE EXISTING CONTOURS FINISH CONTOURS PROPOSED SPOT ELEVATION CUT SLOPE (2:1 UNLESS OTHERWISE SPECIFIED) FILL SLOPE (2:1 UNLESS OTHERWISE SPECIFIED) RSD SYMBOL 54.75 T I_ EARTH SWALE 12"x12" BROOKS PLANTER DRAIN ❑ PERVIOUS PAVERS (ORCO AQUABRIC OR EQ.)� PERVIOUS RECESSED PATIO (SEE LANDSCAPE ARCHITECT PLANS) CONCRETE PROPOSED 8" SDR -35 PVC STORM DRAIN PIPE (UNLESS OTHERWISE SHOWN) PROPOSED 4" SDR -35 PVC PERFORATED PIPE — — — BIOTRETENTION FACILITY (SEE DETAIL SHEET 4) NOT TO BE MODIFIED WITHOUT CITY PERMIT PIPE CLEANOUT o MASONRY RETAINING WALL C- 2/C -3/C -5 PROPOSED STEM WALL/ DEEPENED FOOTING PROPOSED EQUESTRIAN TRAIL FINISHED CONCRETE TRAIL CROSSING 4' WIDE HEAVY BROOM Wlbf H V�_ fllvi J _ ``. "- `____. T 1. FORDSTORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS C j 1 % SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND RO IN ~. 1 =a � " "'�. "�`.,`� - �' "" ��'. == .-"'"� -- • -_'` -- r ND /OR INTO THE PUBLIC STORM DRAIN SYSTEM GRASS AND ;V , ; •; Ilk ���. _...._� _: ~_ �. `... `� ." � ,._ -- DISCHARGE ONTO THE STREET A , � 1 I , ,�;`'. _,... -=�: � � `� ���... �-.... - -..... �� � -, -�"- -"'"` -�' �,�I � LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE f S -T- UCTION " -��� - MODIFIED WITHOUT A PERMIT FROM THE CITY. Q OMITTED (:j)CONSTRUCT CONCRETE CURB PER SD RSD G -1 2. LANDSCAPE AREA FOR STORM WATER POLLUTION CONTROL TO BE PRIVATELY MAINTAINED AND REFERENCE: REVISED STORMWATER MAINTENANCE AGREEMENT REFERENCE: HOLD HARMLESS DRAINAGE COVENANT NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. PER DOC #_�?LS_ - �� OINSTALL PERVIOUS PAVERS PER DOC #_2008 = 0563887 3' -5' (VARIES) 4 INSTALL 582 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 QROFESS /pti4 3. FOR CONSTRUCTION OF OFFSITE RECREATION TRAIL, PROVIDE A 4' WIDE MAX RECREATION TRAIL SHOULD BE OINSTALL 10' DIAMETER TREE WELL 1` �F S. 9``` 1e TRAIL, TYPE B, PER CITY OF ENCINITAS TRAILS STANDARDS OR ACCEPTABLE TO THE p RECORDED - -_L/ ' lJ ____ RECORDED 2008_ CONSTRUCTED TO h `� �'O""0"" - - -- - - - -- ------ - - - - -- © INSTALL 185 SF BIORETENTION FACILITY PER DETAIL ON SHEET 4 m y = DIRECTOR OF PARKS AND RECREATION. CLEAR EXISTING VEGETATION TO ALLOW THE MAXIMUM EXTENT CONSTRUCTION OF TRAIL PER THE TRAIL STANDARDS. cRgp 4" DEEP STABILIZED DG PATHWAY POSSIBLE O CONSTRUCT RETAINING WALL PER RSD C -2, DRAINAGE PER C -8 z N0. 611518 a RETAINING F COMPACTED TO 90% 2 "x 6" REDWOOD (I)CONSTRUCT RETAINING WALL PER RSD C -5, DRAINAGE PER C -8 4. CLEARING OR GRUBBING ACTIVITIES SHALL OCCUR OUTSIDE OF THE AVIAN BREEDING SEASON WALL MIN 16' PAVED EX. AC CURB HEADER � CONSTRUCT PERVIOUS PAVERS AND 2400 SF CISTERN PER DETAIL ON SHEET 4 � 9rF Cjy�\ Q�� (FEB.15- SEP.15, AS EARLY AS JAN. FOR RAPTORS) OR THE AREA SHOULD BE SURVEYED PROPOSED CONCRETE II l .e 10 TERMINATE PIPE AT EP pF OpV \E JUST PRIOR TO CONSTRUCTION ACTIVITIES BY A QUALIFIED BIOLOGIST TO DETERMINE IF 0% J ®Fina¢ GRADE BEAMS AND COPPER CREST 11 CUTOFF WALL PER PERVIOUS PAVER WITH VAULT INSTALLATION DETAILS THERE ARE ANY BIRDS. PERVIOUS PAVERS ROAD 1© INSTALL CLEANOUT PER SD RSD SC -01 5. GRADING OF THE PROJECT SITE SHALL COMPLY WITH THE CONDITIONS OF APPROVAL PER DETAIL SHT. 5 0% EXISTING SLOPE 0 CONSTRUCT RETAINING WALL PER RSD C -3, DRAINAGE PER C -8 / ►� &c-W Si{EET' ESTABLISHED BY PC RESO 2007 -35 (CASE NO. 06 -149) APPROVED ON DECEMBER 20, PROPOSED MINOR CUT AND FILL AS NEEDED 2007. GRgOE COMPACT SOIL TO 90% 2, 14 CONCRETE GRADE BEAMS TYPICAL, SEE DETAIL ON SHEET 5 " = 15 SCALE: 1 30' CONSTRUCT RIP RAP ENERGY DISSIPATER PER RSD D -40, L =5', W =3', 6. DEAD ENDS: ALL DEAD -END FIRE ACCESS .ROADS IN EXCESS OF 150 FEET IN LENGTH DRIVEWAY SECTION A —A DG TRAIL DETAIL 1s No. 2 EKING, METER LOCATION 0 30 60 SHALL BE PROVIDED WITH APPROVED PROVISION FOR THE TURNING AROUND OF EMERGENCY NOT TO SCALE NOT TO SCALE APPARATUS. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ttco(lp PLAT DES MCA CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 REVISE PAD GRADES 15 DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS I PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: BRASS DISC (STAMPED ENORTH 201 /f 3645 COPPER CREST ROAD 11567 -�7 DELETE IMP E, ADD PERV. )• a,(( /` PAVERS, REVISED LOCATION: IN DROP INLET ON THE NORTH SIDE OF FORTUNA RANCH ROAD AND 50 HORIZONTAL 1 =30' � DATE : - I- 1�1'�i5 BLUMENTHAL RESIDENCE Q BY: BY: EQUESTRIAN TRAIL. FEET SOUTH OF ADAM'S RUN. I I S$ 16hv) 1% R.C.E. NO.: 61158 APN 264 - 223 -12 RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK VERTICAL NSA I $� ( S v �a• ELEVATION: 427.877 DATUM: ��'� �7�p 4NGINEER. *AS.AtILAR . EXP. 6 -30 -15 DATE: DATE: PLANING CASE N0: 06 -149 DR, MIN, 13 -058 SUBC SHEET 2A OF UA1data \_Projects \5186.01 Blumenthal\ Engineering \DWG \Grading \5186.01 GP.dwg20141211 - FILE NO. 5186.01 LO n O CO pno w z a IS Z W Z z W Q cn w ; MR r1 W w z Z W a x3`5"7 >6 i _ (' rf 3i m 1 S5f,.3 M i VI i \\J .\ • i s i :965.6 x mrolFm - e�141 t, I � 37z.s 1 x sss.? BMP LEGEND jI SILT FENCE /�i` GRAVEL BAG /SILT FENCE BARRIER PER SC -1, 000000000 E SC -6 & SC-8. Y.� 3 `'t ✓ + (t= tr tt` ,t HYDROSEEDING, PLANTING, GEOTEXTILES, MATS r & FIBER ROLLS PER SS -2, SS -3, SS -4, & SS -7. STABILIZED CONSTRUCTION ENTRANCE PER TC -1. �\'x} iv � t e r'': /rf r -� % MATERIAL DELIVERY AND STORAGE AREA P - -__ ,. ; � MAT PER W SOLID WASTE MANAGEMENT PER WM- ..1,�,� I l j ` r �� tit 1t 11 13 HAZARDOUS WASTE MANAGEMENT M -6 I / I t i r r f ✓r / J, r%' ,r •- ' /i/ �: t �. 1 r t r I ' r t_� rt ,` f � r r J j/f ,::r) t ' c� - : / Al ?r. % 26(.9 Z / fit; t:, ---- BAGS SPACING (FEET) = L5' SANITARY WASTE M ENT WM -9 WM-9 1.ALL FIRE APPARATUS S ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC CONCRET E MANAGEMENT PER WM -8 SATISFACTION OF THE FIRE DEPARTMENT. LJ 503.2.1 DRAIN INLET PROTECTION PER SC -10 2.) CONTRACTOR ASSUME RESPONSIBILITY TO PLACE 6. AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL BE EQUIPPED WITH AN MATERIAL USE WM -2 WM2 APPROVED EMERGENCY KEY- OPERATED SWITCH OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE t STOCKPILE MANAGEMENT WM -3 WM3 W 3.) SITE HOUSEKEEPING IS TO TAINED ON A GRADIENT FOR A FIRE APPARATUS ROADWAY; THIS GRADE SHALL NOT EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON REGULAR BASIS SUCH AS REM O ILT FROM BASINS, RE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE" A SURFACE OF PORTLAND ADJUSTING /REPLACING SAND BAGS NGOING O CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE H 4.) STABILIZATION OF SLOPES IS REQUIRED UPO SPILL PREVENTION AND CONTROL WM -4 WM4 COMPLETION OF SLOPE CONSTRUCTION. (I.E., HY D S /0 4. "PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL PLANTING, PUNCHED STRAW, ETC.). S MZ� VSS BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: 61 CO�:'N'O VEHICLE STORAGE AND SERVICE 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; BALE DIKE OR SILT FENCE PER DETAILS ON THIS SCALE: 1" = 30' CLEANING AND MAINTENANCE SHEET. T9TF EMERGENCY VEHICLES; AND 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND BONDED FIBER MATRIX N APPLICABLE WATER DISTRICT." BONDED FIBER MATRIX SHALL BE APPLIED TO ALL FINISHED SLOPES 0 30 60 j IMMEDIATELY UPON COMPLETION PER THE FOLLOWING: APPROVED DATE REFERENCES 1. APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR BENCH MARK SCALE ?%F-G® S` r SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. z APPROVALS EROSION CONTROL PLAN FOR: 3645 COPPER CREST ROAD - BLUMENTHAL RESIDENCE 11567-G 2. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. I' 3. THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS ASA z AT THE TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE SLOPE. I c� SHEET $ OF 51 DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS 4. BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM w /'+� 115- PLANS PREPARED UNDER SUPERVISION OF MULTIPLE ANGLES). 5. FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN BRASS DISC (STAMPED ENC -17). "r CONJUNCTION WITH SEED EROSION CONTROL VEGETATION. �LJto I I i 6. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS • ( 'l BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES LOCATION: IN DROP INLET ON THE NORTH SIDE OF FORTUNA RANCH ROAD AND 50 HORIZONTAL 1 " =30' AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR S - FOR APPROVAL. LO FEET SOUTH OF ADAM'S RUN. 6 1158 CV A.S. AGUILAR 61158 7. HYDROSEED SHALL BE A MIX OF NATIVE SEED MIX COMPATIBLE WITH THE Lln /f ADJACENT CSS HABITAT AND SHALL NOT BE LISTED ON THE CAL -IPC LIST OF RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK Ln ��� INVASIVE PLANTS. AS INCLUDED IN THE MIX BY S &S SEEDS, COASTAL SAGE R.C.E. NO.: ENGINEER NAM 6 -15 DATE: DATE: SCRUB MIX, MIX MAY INCLUDE: ELEVATION: 427.877 DATUM: NAVD88 EXP. -30 % ARTEMISIA CALIFORNICA LC) ,( CAMISSONIA CHEIRANTHIFOLIA z` • COLLINSIA HETEROPHYLLA �' t • ENCELIA CALIFORNICA -- i r(t • ERIODICTYON CRASSIFOLIUM O • ERIOGONUM FASCICULATUM (O // �I� • ERIOPHYLLUM CONFERTIFLORUM • ESCHSCHOLZIA CALIFORNICA -'�i/ • LASTHENIA GLABRATA LOTUS SCOPARIUS LUPINUS SUCCULENTUS O / • MIMULUS AURANTIACUS "PUNICEUS" M ,- • SALVIA APIANA z SALVIA MELLIFERA • SISYRINCHIUM BELLUM • VULPIA MICROSTACHYS r5 GRAVEL BAG NOTES Z f' 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET AND DRIVEWAYS BASED UPON THE FOLLOWING FORMU LA: r r / Al ?r. % 26(.9 Z / fit; t:, ---- BAGS SPACING (FEET) = L5' U:\1data\_ProjOcts \5186.01 Blumenthal\ Engineering \DWG \Grading \5186.01 GP.dwg 20131104 d i' STREET SLOPE FIRE DEPARTMENT NOT w 1.ALL FIRE APPARATUS S ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 5. A FUEL MODIFICATION ZONE SHALL BE PROVIDED TO THE SATISFACTION OF THE FIRE DEPARTMENT. LJ 503.2.1 Z 2.) CONTRACTOR ASSUME RESPONSIBILITY TO PLACE 6. AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL BE EQUIPPED WITH AN 2.FIRE APPA ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 APPROVED EMERGENCY KEY- OPERATED SWITCH OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE Z POUND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 GATE. A KNOX KEY SWITCH SHALL BE INSTALLED. W 3.) SITE HOUSEKEEPING IS TO TAINED ON A GRADIENT FOR A FIRE APPARATUS ROADWAY; THIS GRADE SHALL NOT EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON REGULAR BASIS SUCH AS REM O ILT FROM BASINS, RE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE" A SURFACE OF PORTLAND ADJUSTING /REPLACING SAND BAGS NGOING O CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE H 4.) STABILIZATION OF SLOPES IS REQUIRED UPO TRACTION THE ENTIRE LENGTH OF THE GRADE. COMPLETION OF SLOPE CONSTRUCTION. (I.E., HY D S /0 4. "PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL PLANTING, PUNCHED STRAW, ETC.). S MZ� W BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: 61 CO�:'N'O AT HIS OR HER DISCRETION GRAVEL BAGS, STRAW 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; BALE DIKE OR SILT FENCE PER DETAILS ON THIS SCALE: 1" = 30' 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR SHEET. T9TF EMERGENCY VEHICLES; AND 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND 0 IV I Or N APPLICABLE WATER DISTRICT." MINIMUM AGGREGRATE. 0 30 60 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ?%F-G® 'PLA K DFs z APPROVALS EROSION CONTROL PLAN FOR: 3645 COPPER CREST ROAD - BLUMENTHAL RESIDENCE 11567-G �' I' MCA ASA z 10. 4^ I c� SHEET $ OF 51 DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS PLANING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC w /'+� 115- PLANS PREPARED UNDER SUPERVISION OF RECOM APPROVED BRASS DISC (STAMPED ENC -17). -.! �LJto • ( 646 •/j LOCATION: IN DROP INLET ON THE NORTH SIDE OF FORTUNA RANCH ROAD AND 50 HORIZONTAL 1 " =30' DATE C 3 S - FEET SOUTH OF ADAM'S RUN. 6 1158 -;�oI A.S. AGUILAR 61158 BY: BY: RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK VERTICAL NSA ��� ",1Q R.C.E. NO.: ENGINEER NAM 6 -15 DATE: DATE: ELEVATION: 427.877 DATUM: NAVD88 EXP. -30 U:\1data\_ProjOcts \5186.01 Blumenthal\ Engineering \DWG \Grading \5186.01 GP.dwg 20131104 d i' STREET SLOPE w W EXAMPLE: % STREET 1.5' = 12.5' SPACING LJ Z 2.) CONTRACTOR ASSUME RESPONSIBILITY TO PLACE ANY ADDITIONAL BAGS AS NECESSARY TO PREVENT 0 SITE EROSION. Z W 3.) SITE HOUSEKEEPING IS TO TAINED ON A REGULAR BASIS SUCH AS REM O ILT FROM BASINS, ADJUSTING /REPLACING SAND BAGS NGOING O MATERIAL CLEANUP. H 4.) STABILIZATION OF SLOPES IS REQUIRED UPO COMPLETION OF SLOPE CONSTRUCTION. (I.E., HY D S /0 PLANTING, PUNCHED STRAW, ETC.). S MZ� W 5.) CONTRACTOR SHALL H AVE THE OPTION TO UTILIZE 61 CO�:'N'O AT HIS OR HER DISCRETION GRAVEL BAGS, STRAW - F BALE DIKE OR SILT FENCE PER DETAILS ON THIS 158 a Z SHEET. T9TF 6.) ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH 0 IV I Or N CA`�Ep�`�\� MINIMUM AGGREGRATE. Lij CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. c z EROSION CONTROL PLAN FOR: 3645 COPPER CREST ROAD - BLUMENTHAL RESIDENCE 11567-G �' I' APN 264- 223 -12 z r c� SHEET $ OF 51 PLANING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC w FILE N0. 5186.01 FIRE DEPARTMENT NOTES: 1.ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 2.FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 3.THE GRADIENT FOR A FIRE APPARATUS ROADWAY; THIS GRADE SHALL NOT EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE. 4. "PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: SCALE: 1" = 30' 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; ' ' 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR N G W S i L CC� EMERGENCY VEHICLES; AND 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND I 0 30 60 APPLICABLE WATER DISTRICT. 5. A FUEL MODIFICATION ZONE SHALL BE PROVIDED TO THE SATISFACTION OF THE FIRE DEPARTMENT. 6. AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL BE EQUIPPED WITH AN APPROVED EMERGENCY KEY- OPERATED SWITCH OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. A KNOX KEY SWITCH SHALL BE INSTALLED. BMP LEGEND SILT FENCE GRAVEL BAG /SILT FENCE BARRIER PER SC -1, OHO SC -6 & SC -8. HYDROSEEDING, PLANTING, GEOTEXTILES, MATS w & FIBER ROLLS PER SS -2, SS -3, SS -4, & SS -7. STABILIZED CONSTRUCTION ENTRANCE PER TC -1. MATERIAL DELIVERY AND STORAGE AREA PER WM -1 FFM MS SOLID WASTE MANAGEMENT PER WM -5 REFERENCES REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, BENCH MARK HAZARDOUS WASTE MANAGEMENT PER WM -6 Ai SANITARY WASTE MANAGEMENT WM -9 WM -9 CONCRETE WASTE MANAGEMENT PER WM -8 APPROVALS STORM DRAIN INLET PROTECTION PER SC -10 STABILIZATION OF SLOPES IS REQUIRED UPON MATERIAL USE WM -2 WM2 STOCKPILE MANAGEMENT WM -3 50 SPILL PREVENTION AND CONTROL WM -4 WM4 VEHICLE STORAGE AND SERVICE VSS CLEANING AND MAINTENANCE BONDED FIBER MATRIX BONDED FIBER MATRIX SHALL BE APPLIED TO ALL FINISHED SLOPES IMMEDIATELY UPON COMPLETION PER THE FOLLOWING: 1. APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. 2. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. 3. THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE SLOPE. 4. BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPUCATION FROM MULTIPLE ANGLES). 5. FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN CONJUNCTION WITH SEED EROSION CONTROL VEGETATION. 6. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. 7. HYDROSEED SHALL BE A MIX OF NATIVE SEED MIX COMPATIBLE WITH THE ADJACENT CSS HABITAT AND SHALL NOT BE LISTED ON THE CAL -IPC LIST OF INVASIVE PLANTS. AS INCLUDED IN THE MIX BY S &S SEEDS, COASTAL SAGE SCRUB MIX, MIX MAY INCLUDE: • ARTEMISIA CALIFORNICA • CAMISSONIA CHEIRANTHIFOLIA • COLLINSIA HETEROPHYLLA • ENCELIA CALIFORNICA • ERIODICTYON CRASSIFOLIUM • ERIOGONUM FASCICULATUM • ERIOPHYLLUM CONFERTIFLORUM • ESCHSCHOLZIA CALIFORNICA • LASTHENIA GLABRATA • LOTUS SCOPARIUS • LUPINUS SUCCULENTUS • MIMULUS AURANTIACUS "PUNICEUS" • SALVIA APIANA • SALVIA MELLIFERA • SISYRINCHIUM BELLUM • VULPIA MICROSTACHYS GRAVEL BAG NOTES 1.) GRAVEL BAGS SHALL BE PLACED ALONG ALL STREET AND DRIVEWAYS BASED UPON THE FOLLOWING FORMULA: GRAVELBAGS SPACING (FEET)= 15 STREET SLOPE EXAMPLE: 12.00% STREET 15 = 125 SPACING 2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE ANY ADDITIONAL GRAVEL BAGS AS NECESSARY TO PREVENT SITE EROSION. 3.) SITE HOUSEKEEPING IS TO BE MAINTAINED ON A DATE REFERENCES REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, BENCH MARK SCALE ADJUSTING /REPLACING SAND BAGS AND ONGOING MATERIAL CLEANUP. APPROVALS 4.) STABILIZATION OF SLOPES IS REQUIRED UPON AsA MCA COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED OfESSI /!/l. PLANTING, PUNCHED STRAW, ETC.). S 5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE �Q�pQRE m� h o /zb! AT HIS OR HER DISCRETION GRAVEL BAGS, STRAW W < EROSION CONTROL PLAN FOR: 3645 COPPER CREST ROAD BLUMENTHAL RESIDENCE APN 264 - 223 -12 PLANING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC BALE DIKE OR SILT FENCE PER DETAILS ON THIS = NO. 61158 SHEET. 1lkn I' GJ� (� Z� ���� do 6.) ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH 9TF �1y1V OF CA\� MINIMUM AGGREGRATE. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Rf,(,0 - 'Z- FLAV -4 CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. AsA MCA 1 REVISE BMP PER SITE /!/l. I I5 �S DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS BRASS DISC (STAMPED ENC -17). LOCATION: IN DROP INLET ON THE NORTH SIDE OF FORTUNA RANCH ROAD AND 50 FEET SOUTH OF ADAM'S RUN. RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK ELEVATION: 427.877 DATUM: NAVD88 HORIZONTAL 1 " =30' VERTICAL NSA h o /zb! PLANS PREPARED UNDER SUPERVISION OF DATE 1 zo =' R.G.E. ND.: x1158 NGI E NAME EXP. 6 -30 -15 RECOMMENDED APPROVED BY: BY: AA AA 1477 DATE: DATE: EROSION CONTROL PLAN FOR: 3645 COPPER CREST ROAD BLUMENTHAL RESIDENCE APN 264 - 223 -12 PLANING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC 11567-6 PLAN 1lkn I' GJ� (� Z� ���� £ SHEET 3A OF 5 U: \ldata \_Projects \5186.01 Blumenthal \_Engineering \DWG \Grading \5186.01 GP.dwg 20141211 FILE NO. 5186.01 Ln N Ln Ln Ln oo_�% 0 CO W i z Z Qf W W Z Z W LLI 0 0 rl rlel W W Z Z w A_-MIN .,14" D_V STORAGE Bi 4" ENGINEERED SOIL SEE NOTE 2 10" *D1 *D2 y FLOW , .-MIN. 6� NGE & ORIFICE ®a� E CONNECTION NOTE 1) ®® PLAN V `U � NOT TO SC E (fg GRAVEL-­` STORAGE BASIN OUTLET * SEE TABLE AT LEFT FOR DEPTHS ORIFICE PLATE MIN SQUA IMENSIONS 1.0 FT GREATER THAN PIP IA OR 1" LESS IN 6" (TYP) THAN WIDTH OF BOX. H IP GALVANIZE 3" (TYP) PLATE AFTER HOLES E BEEN DRILLED DOTE ° 2' MAX 1.ORIFICE PLA/SIX NNECTION TO ( LOW PIPE CONCRETE SD WITH 30 OR E DIAMETER (DIA) DUROMETER ING. ° SIZE ER IMP DATA 2.BIORETENTIOED SOIL LAYER SHALL TABL FT BE SANDY LO WITH NO MORE THAN 3/8" DIA E (TYP) 5% CLAY CONIX SHALL CONTAIN 50 -60% SANDPOST OR HARDWOOD MULCH, AND OIL. FLOW CONTROL ORIFICE PLATE NOT TO SCALE BASIN OUTLET DETAIL BASIN OUTLET SURFACE DETAIL AREA (NOTE 1) AREA OF FLOOR SEE EMERGENCY SPILLWAY BASIN INVERT PLAN VIEW TOP OF BASIN NOT TO SCALE TG = FG BASIN LET ELEVATION -1 f-DFTAII %LAif -lzlr = NO. 61156 a 6 -.b 9TH C 1 CV Al 0�� REVISIONS J>;L.pTE IM LET�F Titrl'Tl1 aG. 57..111 EXISTING GROUND 14'MIN. 7- PUBLIC TRAVELED WAY WAY ISITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELED WAY. rA STABILIZED CONSTRUCTION ENTRANCE CONTRACTOR IS RESPONSIBLE TO ENSURE SHEET FLOW IS MAINTAINED ACROSS FLOW BARRIERS. 1. SET POSTS AND EXCAVATE A 2. STAPLE OR TIE GEOGRID /WIRE 4 BY 4 IN (10 BY 10 CM) FENCING TO POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 10 WEN" /-/ 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE GEOGRID /WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. LANDSCAPING \ 365.0 * - 364.0* F (t SILT FENCE 4" SDR -35 PERF PIPE (PERF GRAVEL ARf FlLLED STA ^CKED GRAVEL84GS TIGHTLY) CURB INLET \ / E -CATCH BAS SPILLWAY HE INLET PROTECTION 6 IN (15 CM) BACK OF CURB COARSE AGGREGRATE FLOW (B) L= DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION 24 IN (61 CM) GRAVEL CHECK DAM DOWN) WRAPPED IN MIRAFI JOINT AND VOID FILLER 1/4" - 3/8" WASHED 140N FILTER FABRIC AND FRACTURED OPEN- GRADED STONE PER ASTM MIN ABOVE BOTTOM OF ROCK N0. 8 REQUIREMENTS. = 362.0* *REPRESENTS ELEVATION AT LOWEST SIDE SEE BIORETENTION - NOTE 5 AQUA BRIC OVER BASE PERVIOUS PAVER NOTES: �`�ll A PERVIOUS PAVERS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS IN ADDITION TO INSTALLATION DETAILS AS Q SHOWN HEREON. APPROVED I DATE U: \ldata \_Projects \5186.01 Blumenthah Engineering \DWG \Grading \5186.01 :M) SEE BIORETENTION NOTE 5 i TYPICAL INSTALLATION WITH R SLOPE GRAVEL BAGS OVERLAP nAITn !`I IDD GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED © GRAVEL BAGS re n-n lru nlnnr O UNLINED SWALE & BERM 9 n1/�C 111/�II \1*VI\I1ILA © TEMPORARY GRAVEL BAG CHECK DAM OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: (CONTINUED FROM PAGE 1) 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4* MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16.CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22.CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 21CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND L0 TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. N 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY L0 APPROVED IN WRITING BY THE DISTRICT. I 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN 14) IMP /DMA SIZING TABLE ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. L0 I mil ORCOSTONE 80 MM. AQUA -BRIC PAVER W/ 1/4" HAND TIGHT JOINTS PRODUCT AND LAYOUT AS SPECIFIED POURED CONCRETE PROVIDE 1% MIN. TO 5% MAX. SLOPE SEE SHEET PS -4 CURB ALTERNATE FOR SLOPING CONDITIONS SECTIONS BELOW 2" BEDDING COURSE 1/4 " -3/8" WASHED FRACTURED OPEN- GRADED STONE PER ASTM NO. 8 REQUIREMENTS. a. Mme" 6" MIN. BASE COURSE 3/4" WASHED FRACTURED OPEN- GRADED STONE PER ASTM N0. 57 BASE A REQUIREMENTS. CISTERN (DEPTH = D3): SUB -BASE COURSE 1 1/2 " -3" CLEANED FRACTURED OPEN- GRADED STONE PER ASTM NO. 2 SUBBASE REQUIREMENTS USED IN STORAGE BASIN ONLY. BOTTOM CONSTRUCTED LEVEL WITH AN ELEVATION OF � Dt � �362.0, 2' MIN THICKNESS. % SUBGRADE APPROVED BY SOILS ENGINEER PERVIOUS PAVER CISTERN INSTALLATION DETAILS FOR IMP B +C NO SCALE AQUA -BRIC MORTARED TO 8" WIDE POURED CONCRETE CUTOFF WALL W/ #4 REBAR TOP AND BOTTOM EXTENDED 6" MIN INTO POURED DECORATIVE SUBGRADE SOILS. TO BE USED ON LOWEST SIDE OF CONCRETE GRADE BEAM W/ PERVIOUS PAVERS, SEE CONSTRUCTION NOTE 11, SHEET 2. #4 REBAR TOP AND BOTTOM MIN. DECORATIVE, SEE LANDSCAPE PLAN FOR DETAILS SEE BIORETENTION NOTE 5 i TYPICAL INSTALLATION WITH R SLOPE GRAVEL BAGS OVERLAP nAITn !`I IDD GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED © GRAVEL BAGS re n-n lru nlnnr O UNLINED SWALE & BERM 9 n1/�C 111/�II \1*VI\I1ILA © TEMPORARY GRAVEL BAG CHECK DAM OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: (CONTINUED FROM PAGE 1) 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4* MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16.CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22.CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 21CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND L0 TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. N 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY L0 APPROVED IN WRITING BY THE DISTRICT. I 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN 14) IMP /DMA SIZING TABLE ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. L0 I mil MOM= n O./ r• � O DEEP ROOTED, DENSE, DROUGHT Z TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL Z O RETENTION AREA SHALL BE S LEVEL AND DEPRESSED A 8" ATRIUM GRATE f r MINIMUM OF 6" FROM THE It TG 365.2 SURROUNDING GRADE, SEE 2 -3" HARDWOOD NOTE 3 BELOW MULCH F\O� U JRFPC '' Z 4" 18" MIN. (DEPTH = D2) ENGINEERED SOIL 0 SEE NOTE 1 BELOW Z SEE BIORETENTION / i W 1° " , � I ) 2 -3" OF 3/8" GRAVEL NOTE 5 , Ld Ld l 2 -3" COVER OVER PIPE Z Ld 12" MIN. SEE e _ NOTE 2 BELOW ' - -- 1 ,; Z 3/4" CRUSHED ROCK LLJ s w' 4" PERFORATED PVC PIPE TIED INTO RISER 0 *PLACE PIPE WITH PERFORATIONS 6 AT THE INVERT* BIORETENTION DETAIL FOR IMP B +C BIORETENTION NOTES: NTS 0 1. BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL Lv CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. 2. 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. 3. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. Z 4. BASIN INLET PIPE SHALL HAVE FLOW CONTROL ORIFICE PLATE PER DETAIL, THIS SHEET. Q 5. IMPERMEABLE LINER SHALL BE 15 -MIL POLYETHELYNE LINER, W /ALL SEAMS SEALED OR WELDED, MIRAFI NT 100, OR EQU TIES AND Vi TYPICAL INSTALLATION WITH DECORATIVE CONCRETE GRADE BEAM SLOPED AT 1% AT LEAST 12" OUTSIDE OF ALL BIORETENTION FACILITIES AS SHOWN ON BIORETENTION DETAIL FOR IMP B +C oN 11)65 UL' I CONCRETE CUTOFF WALL I w REFERENCES DATE BENCH MARK SCALE �e (,O V��I ASA MGA AsA APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. z DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS ( PLANS PREPARED UNDER SUPERVISION OF RECOMM APPROVE DETAIL SHEET FOR: BRASS DISC (STAMPED ENC -17). 3645 COPPER CREST ROAD LOCATION: IN DROP INLET ON THE NORTH SIDE N/A VAcTS DATE -L (o -/3 11567 -G "j OF FORTUNA RANCH ROAD AND 50 HORIZONTAL _ BY: Y: BLUMENTHAL RESIDENCE z ( ,�5 FEET SOUTH OF ADAM'S RUN. N/A I IGjg 6 3p /I� A.S. AGUILAR R.G.E. NO.: 61158 APN 264- 223 -12 RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK VERTICAL �� � ENGINEER NA DATE: 7' %_�L_ DATE: �`� Z ELEVATION: 427.877 DATUM: NAVD88 EXP. 6 -30 -15 PLANING CASE N0: 06 -149 DR, MIN, 13 -058 SUBC SHEET 4 OF '+4�5 w 20,31204 - .FILE N0. 5186.01 IN. 4" DI FLOW STORAGE BASIN OUTLET . -MIN. 6'� 4" PVC SDR -35 PVC CAP WITH DRILLED ORIFICE L- PLAN VIEW NOT TO SCALE ENGINEERED SOIL CATCH BASIN -\ 10° D1 "D2 �<_ �a,s� :ate GRAVEL STORAGE BASIN OUTLET SECTION SEE TABLE ON SHEET 4 FOR DEPTHS NOT TO SCALE BROOKS No. 2424 PVC CAP WITH DRILLED ORIFICE OUTFALL PIPE, 6" @ 2% MIN PVC CAP WITH DRILLED ORIFICE 2 MAX INFLOW PIPE ORIFICE DIAMETER (DIA) SIZED PER IMP DATA TABLE LEFT INVERT FLOW CONTROL ORIFICE ENGINEERED SOILS NOT TO SCALE IMP B &C OUTLET DETAIL NOT TO SCALE BASIN OUTLET DETAIL 2" BEDDING COURSE 1/4 " -3/8" WASHED FRACTURED OPEN- GRADED STONE PER ASTM NO. 8 REQUIREMENTS. 6" MIN. BASE COURSE 3/4" WASHED FRACTURED OPEN -GRADE STONE PER ASTM NO. 57 BASE REQUIREMENTS FOLLOW DRIVEWAY GRADE 3" 0 PVC PIPE CAST INTO CONC. GRADE BEAM AT 4' O.C. T'} T r i i I -- i t- PROVIDE CONCRETE GRADE BEAMS AT LOCATION SHOWN ON PLAN TO PREVENT WATER FROM DRAINING- TO LOWEST PORTION OF THE PERMEABLE PAVER PAVEMENT. Lli wo mx I E5 m 0 U)cr JOINT AND VOID FILLER 1/4" - 3/8" WASHED FRACTURED OPEN- GRADED STONE PER ASTM NO. 8 REQUIRMENTS ORCOSTONE 80 MM. AQUA -BRIC PAVER W/ 1/4" HAND TIGHT JOINTS (OR EQUIV.) PRODUCT AND LAYOUT AS SPECIFIED PROVIDE 1% MIN. TO 10% MAX. SLOPE 90% COMPACTED FILL OR NATURAL SOIL SUBGRADE —12" MIN. 12" WIDE CONCRETE GRADE BEAM WITH (2) #4 BARS MIN.@ TOP AND BOTTOM AS SHOWN - PER ENGR'S RECOMMENDATIONS. SLOPE TOP TO MATCH PAVEMENT SLOPE. PERVIOUS PAVER CONCRETE GRADE BEAM ON SLOPING DRIVEWAY DETAIL NO SCALE BASIC INSTALLATION OF CONCRETE GRADE BEAM ON SLOPING GROUND NOTE: CONCRETE GRADE BEAM SHOULD BE PROVIDED W/ 4' ON CENTER PVC DRAIN PIPE WITH SOFFIT AT THE TOP OF THE BASE COURSE. THE SPACING OF THE DRAIN PIPES SHOULD BE ADEQUATE SO THAT THE STORM WATER DOES NOT OVERFLOW. THE TOP OF THE GRADE BEAM. THE CONCRETE GRADE BEAM SHOULD BE PROPERLY REINFORCED CONSIDERING THE SUBGRADE SOILS AND THE TRAFFIC LOADINGS OF EACH INSTALLATION. FOR POOR SOILS AND /OR HEAVY TRAFFIC LOADING, REBAR AT THE TOP AND BOTTOM AS SHOWN ABOVE MAY REQUIRE HOOP TIES CONFINING THE HORIZONTAL BARS. CARE SHOULD BE EXERCISED WHEN BACKFILLING AND COMPACTING THE CRUSHED ROCK SUB -BASE AND THE BASE COURSE NEXT TO THE GRADE BEAM - PLACE AND COMPACT THE ROCK SIMULTANEOUSLY ON BOTH SIDES TO FERVENT ANY DISTURBANCE. PERVIOUS PAVER NOTES: PERVIOUS PAVERS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS IN ADDITION TO INSTALLATION DETAILS AS SHOWN HEREON. � ule L� Alai JNr.i: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �'r;C.ov v PLAo CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ASA MCA 1 ADDED SHEET AA 4A j,jS0I.S DESCRIPTION: FOUND 2.5" CITY OF ENCINITAS BRASS DISC (STAMPED ENC -17Z LOCATION: OFDFORTUNA RANCH ROAD AND 510E FEET SOUTH OF ADAM'S RUN. RECORD FROM: CITY OF ENC. SURV. CTRL. NTWRK ELEVATION: 427.877 DATUM: NAVD88 HORIZONTAL N/A VERTICAL N/A ? PLANS PREPARED UNDER SUPERVISION OF DATE R.C.E. NO.: 61158 ENGINEER: S. AGUILAR EXP. 6 -30 -15 RECOMMENDED BY. DATE: _. APPROVED BY: DATE: I/ I S/ I S -- DETAIL SHEET FOR: 3645 COPPER CREST ROAD BLUMAPN 264- 223S1DENCE PLANING CASE NO: 06 -149 DR, MIN, 13 -058 SUBC 11567 -G �p 15s 3o / 5 _ �' •�5 / ,3 RG� ylp SHEET 5(�OF 5 U: \tdata \_Projects \5186.01 Blumenthal\ Engineering \DWG \Grading \5186.01 GP.dwg 20140917 FILE N0. 5186.01 LO cV LO LO M LO O z w z O U Z Z_ W W Z O Z W O H W 0 Z Q V Lw z ck� W w z c� z w