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2015-12126 G (plans)RIGHT OF WAY NOTE: B. NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES OWNER OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR FETER 14ARPER SITE TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE CONCRETE WASHOUT "� "mc °�vcriL S® 1 �1fDi1a1rd1 jaE.G 748 RANCHO SANTA FE NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE OWNER TO KNOW WHERE HIS /HER PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE F PROPERTY LINE IS. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR ISCONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE A L IMITED vLJAbfLtrY G*P4% ?ANY REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, 10660 H85S DA1VE DRAINAGE NOTE: STRUCTURES LOCATED AT STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. " 92662 L A MNS4k CA I14M �,, in THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ' ' SAID UTILITIES OR STRUCTURES PRIOR 619- 2�(m A 1�1�® NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY �- �-- �...- a„�,- �:�=���r,�°' FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS SITEADDRESS FACILITY. COMMENCEMENT OF WORK: 748 RANCHO SANTA FE ROAD RANCHO SANTA FE ROAD A. SEWERS - CSD - (760)- 633 -2770 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ENCINITAS, CA 92024 UTILITY NOTE: B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL APN: 265 - 354 -05 -00 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (340) °753 - C� (��i PANELS /PLATES. LEGAL DESCRIPTION 19 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. D. TELEPHONE - SBC BELL - (760) -489 -3411 WORK TO BE DONE E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 CONSTRUCTION VEHICLES THE EASTERLY 171 FEET OF THE NORTHERLY zz 0 OF THE NORTHERLY 128 FEET OF THE A. GENERAL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES SOUTHERLY488 FEET OF BLOCK 60 COLE RANCH ROAD BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE MAP NO. 326 z OFF -SITE. i w 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: OWNER'S CERTIFICATE 0 WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT EROSION CONTROL AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY TO REJECTION AND I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. REMOVAL. PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, OR GEOLOGIST HAS .BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION FOR THE PROPOSED SINGLE FAMILY ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. AND STABILITY GRAY /OF. AC SITE. RESIDENCE AT 748 RSF ROAD" PREPARED BY INLAND ENGINEERING TECHNOLOGIES DATED AUGUST 6, 2014, p, EROSION CONTROL (SEE ALSO BEST MANAGEMENT P T ES NOTES S E HEET 3 ® NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING DATE:___ -. ' _ V ATC` Y��! PROJECT #14 -2923 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN pTEg �IARpER (�19- 2t� -1gp0. WET WEATHER. -- -- ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTAC "- •rte»V -1#i4 24 HOURS. -�.�. -� �� - VICINITY MAP 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR - NTS FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SIGNATURE: THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 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 REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE DEVICES WHEN RAIN IS IMMINENT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS _. GRADING. UNNECESSARILY; THEY HELP DECREASE EROSION. SIGNATURE: 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE _ 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING ENGINEERING INSPECTOR. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED ¢• /6^_r&+1RE' a GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND SOIL IC SA E OINU C EXISTING PRIOR TO GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. I, YOGI PIRATHAPAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SURVEYOR. THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR WHICH MAY ARISE. AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT ON -SITE CONSTRUCTION MATERIAL STORAGE COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS LAWS AND REGULATIONS. PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL INCORPORATED HEREON. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. 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. PI THAPAN r 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE YOGI SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM R.G.E. 2834 DATE: �, 1 THE CONCLUSION OF EACH WORK DAY. ,F . 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR i " JOB #: W.O. 14 -2923, 08/2014 FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND g• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE CALLING THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND PERIMETER AT ALL TIMES. Company: INLAND TECNrI..OGIES INC. CALLING (619) 633 -2770. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 41655 REAL .N WAY, SUITE °E TRAINING STATEMENT OF ENGINEER OF WORK MURIETTA, CA. 92562 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 OLIVNHAIN MUNICIPAL WATER DISTRICT NOTES CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER ACPFES THAT THE WORK 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR TO FINAL GRADING AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVNHAIN MUNICIPAL WATER DISTRICT STANDARD REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATERMAINS AND FACILITIES. INCLUDING ALL WASTE MANAGEMENT SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW "THE GRADING UNDER PERMIT NO. 12126 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS 6 SETS) AS REQUIRED BY THE THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND THE DISTRICTS INSPECTOR. NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 3• UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND DURATION OF THE SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECTTO APPOROVAL BY THE DISTRICT. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. TRASH MATERIAL. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND 4• CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGMENTS FOR HIGH - LINING TEMPORARY MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT L PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN SIGNATURE/ DATE; 10 -3t °14 PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF GREGORY A. CAUDILL FRESHLY Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CALL /OSHA. A COPY OF EXEMPTION HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION BEEN INSTALLED. UOENCHING PERMIT. IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. GAC ENGINEERING AND LAND SURVEYING 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE 725 OLD STAGE ROAD #7 t` ` WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY 6. NO WORK MAY BEGIN WITHOUT DIRECTION OF THE DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFYPOLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND 76 0 -59 - 8889 9 2028 �y THE DISTRICTS INSPECTION DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE THE SITE. 60 594 4 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 FOR INSPECTION OF THE PROJECT. ENVIRONMENTAL DATA PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL €,r; OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1� RESPONSIBILITY TO PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH 7. THE CONTRACTOR MUST CALL DIG ALERT OF SOUTHERN CALIFORNIA TO HAVE UNDERGROUND 2 MAXIMUM VERTICAL DEPTH OF CUT = 6.0' SURFACES. SPECIFICATIONS. SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN 3) MAXIMUM VERTICAL DEPTH OF FILL = 5.0' V ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT OF WAY. ( DIG ALERT PHONE: ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 4) AVERAGE DEPTH OF CUT = 300C.Y.12692 S.F. x 27 = 3 FT a` 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND 800 - 227 - 2600). ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE 5) AVERAGE DEPTH OF FILL = 850 C.Y.18682 S.F. x 27 =2.6 FT UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION. ALL STONES, 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, IE. LINE CROSSINGS, LINE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT IMPERVIOUS AREA ROOTS AND PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NEW CONSTRUCTION IMPERVIOUS AREA: 4330 SQFT (DRIVEWAY: 1660 SQFT) BEGINS. IMPERVIOUS AREA REPLACED: 0 SQFT OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME IMPERVIOUS AREA REMOVED: 0 SQFT LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 9• THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE EARTHWORK: NET INCEASE IN IMPERVIOUS AREA: 5990 SQFT ACCORDANCE WITH THE GRADING ORDINANCE. APPROPRIATE BURIED UTILITY AND WARNING IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN THE PUBLIC RIGHT OF WAY. TOTAL EARTHWORK OUTSIDE THE BUILDING FOOTPRINT: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR FIELD OPERATIONS CUT = 250 C.Y. FILL = 300 C.Y. PURPOSES ONLY, AND ARE TO EXISTING GRADES PER OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN 10. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A �'', ® IMPORT = 50C.Y. RECENT TOPOGRAPHIC SURVEY PERFORMED BY GAC CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF SIDE LOT LINE. A3/4 INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF E INS COPE ATI DN S ` 1 TOTAL EARTHWORK UNDER THE BUILDING FOOTPRINT: ENGINEERING AND AND LAND SURVEYING ACTUAL BMP Project DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. BY: DATE: CUT = 50 C.Y. FILL = UN C.Y. (CALCULATED ON ATHEORETICAL BASIS. ACTUAL Status; ANY SUCH MATERIAL IMPORT = 500 C.Y. QUANTITIES MAY VARY DUE TO SHRINKAGE AND SWELL 11. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS V_' REMEDIAL = 1025 C.Y. ( +(- 5' REMOVAL AND RECOMPACTION FACTORS). STANDARD 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST PRIOR WRITTEN CONSENT. PLANNING & BUILDING UNDER AND TO 5' OUTSIDE OF RESIDENTIAL BUILDING AREAS MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY PER SOILS RECOMMENDATIONS) ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION 12. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR (ell-Ills- VOLUMES OR ANY OVEREXCAVATIONS, IF REQUIRED BY SITE UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE DATE: CONDITIONS. SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OF WATER METER. OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE PARKS & RECREATION OLIVENHAIN WATER DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS CI BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. NONE PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. DR /CDP PERMIT NO. _ SPEL�:.^I- USE PERMIT NO. N/A TENTATIVE MAP NO. NSA BY: DATE: SIGN URE EXPIRES 2 YEARS FROM DATE SIGNED DATE: REVISIONS Ip APPROVED DATE '3 1 REFERENCES DATE BENCH MARK POINT DESCRIPTION: N0. 1020 LOCATION: SE CORNER CONIC. F.H.PEDESTAL FOR FIRE HYDRANT 100S OF CL CAM DEL NORTE RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 120.56 NETWORK DATUM: NAVD88 SCALE HORIZONTAL 1 " =10' VERTICAL N•A• A - FUIL.7-f a /� 1sG 3 ^% ^1s I�f�' 1',` bq °01� psi DESIGNED WIN BY 1 CHECKED RY ENGINEERING DIVISION APPROVALS RECOMMENDED 1W0 APPROVED aY BY - MASH MAHER GLENN PRUIM PUBLIC WORKS DIRECTOR DATES 012211S DATES 6 2 �i CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: SINGLE FAMILY RESIDENCE 748 RANCHO SANTA FE ROAD APN: 265 - 354 -05 5 -20 -15 DRAWING NO, 12126 -G GAC Jc GAC PLANS PREPARED UNDER SUPERVISI ❑N OF DATE 10 -31 -14 R,C,E, N❑, I C -60957 GRE ORY A. CAUDILL EXP. 12 -31 °r$ - - SylLrr 1 1 a 7-8,>1 ys SHEET 1 OF -3 10 -31 -14 0 U •o E o+ ° c TU of 0 c ow + v � c 0 OF a °'Q 0) �wdo °'tea cQ I w�L0 6Itr- STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE LEGEND: AT 5.0% FOR SOFT. ER p NOTE ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE Qv� R p\p RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT. BOUNDARY. RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE 1E pE DIRECTED TO SWALES 5' FROM STRUCTURE AND DRAIN THROUGH CONVENTIONAL NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. — VEGETATED SWALE PRIOR TO OUTLET AND CON VICE WITH PUBLIC STORM WATER 5' 3' WIDE FLOW. 12y 1 ` v EXIS77NG CONTOUR. ss _ -- a FEET OVER HEAD POWER LINES OHP SLOPES SWALE SHALL BE PLANTED WITH DEPTH ADEQUATE GROUNDCOVER OR TURF. 3 F �P 1.5' PLANTS THAT ARE NOT PRONE TO 2 4" DIA COBLESTONE ,. ::• BLOCKING THE DRAINAGE FLOW MAY TURF REINFORCEMENT MAT ROOF DOWN DRAIN: • - O =.: IF APPLICABLE T ALSO BE PLANTED ON SIDE 3' WIDE CONVENTIONAL VEGETATED SWALE: - _....~...._u ~...._ __ °• , � ~ 26 3 3/4" GRAVEL ? ' KK �' PROPOSED BUILDING i 12 "x12" COBLE STONE DISIPATER 4� 2 TO 3 IN. �" ROCK FIG 124 __0 �._ N ! a CONCRETE PER PLAN: NS( f` ` / �� rj I d 1$ "X18' OF CRUSHED ROCK 6" MIN. ENGINEERED SOIL *SEE NOTE BELOW 112N•9 ` <,�c' �' -- � � � � � I � A 4') RETAINING WALL PER ARCHITECT PLAN: (SHT S3 -1) � " PERFO J SECTION "D" - "D" COBBLESTONE DISIPATER PER PLAN: p0• j3 10, 20' 3 Al 1.0% MIN SLOPE nts �. IJ SIL T FENCE SC -1 r co lL CONVENT /OVAL VEGETATED SWALE BMP SCALE, I"'= 10 N GRAVEL BAGS CD -38: Q� r t f i nts , �Q o �� o ' ( SPEaAL NOIFS 17 a 12 5 4,e �� h �0 'F'P 12 f 3j FF 1 > �� S V iQ EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" COMPACTED CLEAN 25• 128. 't N !'�' Pq0 f S4 c N / t A �' 5 h 1 1 pqj� G1g C(X SAND. REINFORCE Wi7H N0. 3 BARS 18" 0/C B07H WAYS ®MID -POINT OF lP SLAB. USE 520- G-2570 CONC. 20. CONSTRUCT RETAINING WALL PER SDRSD C -5. �` ri y�• A� '� i � Sp 1 t O \ N G xr tN� rNV ( t p G 12 Q BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING I l 0 CONSTRUCTION DUE TO SOIL ENGINEERS FIELD TESTS AND G. 1 RAO ° J 1 `i V J� RECOMMENDATIONS DEEPENED F001TNG MAY BE NECESSARY. O� �`- � '1. O • , Q WALL DRAINS SHALL BE OU7LET TO ONSITE OPEN AREAS p��a �, �/ s h LE ° ? ® UNLESS N07ED OTHERWISE, PRIVA7E CATCH BASINS TO BE 6" DIA. T W. 133.8 t A'E . KqL� i 5 �� pFF 1 1 1 G 120 a 1 yAk ► / 9 ca ATRIUM GRATES BY 'NDS' LOCA7ED IN PLANTED AREAS REFER TO LEGEND ON yl i 7 • 22 / p F • AO 67, F • E •' 4 SHEET 1. 2 Wl • L87"CK 0 L q n0 t, i il?0 /, EL RETA/Nl S%T J. �!RSp��► / m i f 9? is /w ; o PROTECT Q/ Q BUILDING DOWNSPOUTS TO BE BE OUTLET TO ONSI7E OPEN AREAS OR INFlL7RATE ONSITE r qR ' . 4ZCO / ©DISTRICT TO REPLACE EX 518 IN. WM. AND INSTALL SPRINKLER SERVICE yB F. 1 t 5'' I 21�t'I' S. 1213 �?� PED /S UNE DUAL METER WITH DUAL 314 IN. DOMES77C AND 1" FOR FIRE SPRINKLERS. 6 9•,1 y zip `S J 1 �, � �' � �,. ' • � `' p , .� G'A j G• 1 (�• � P � tF �•' FI FL ' � I° CE a CONNECT TO CUSTOMER SIDE OF ME7fR FOR FIRE SERVICE. INSTALL DOMESTIC ' O ' /� 12J gilt ? _ K 3) oyp N DUAL CHECK VALVE BEHIND THE METER, PER OUVENHAIN ti �1' J" y :1r Qa x:' \�' CgT ' F, p: 1 11 pdp MUNICIPAL WA1ER DISTRICT STANDARDS. i1 /� G• Q�5 1 1• L3 P e �' T , WATER SERV10E TO BE EXTENDED FROM EXIS71NG METER TO NEW U)} , , x'�' / i ;! I�' 11f' I /� ! ? HAVING 24 COVE (MIN.) AS �^ ^• �O DP E /NSrq�7 RESIDENCE W11H SCHEDULE 40 PVC HA R MIN. & 11 6p. S Co AN OP '� REQUIRED BY THE CITY OF ENCINITAS RgrcO D y haL m U 3 4 EN /NG CONSTRIF�y Sp Q ; CONSTRUCT NEW SEWER LATERAL PER CITY STANDARDS GRA NG NDJ OMI AC N' OT EIVC _ $0 I F ST CE 8. PRIOR TO CONSIRUC710N, THE CON7P.ACTOR SHALL OBTAIN AN ;i 1 l �. 1 AiYDq N INTO S J SL E E SPA A A 0 D RD 12S E � RE T� 9 F .1 � i „ -- „ SO Mq e �� S ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN 7HE ENCINITAS CITY RIGHT -OF -WAY. A/B, � PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EXISTING SHED CONCRETE s 1 o H coNS JE OpCT ' a ^• `''• PAVEMENT WALLS, PLANTER, LANDSCAPING AND ALL DINER 17EMS LOCATED ;, ' M f • 9Q 2 CONS / /DE SDRSD 4Y ¢O' WITHIN 774E LIMI7S OF NEW DEVELOPMENT AS SHOWN HEREON. ,i' F; / .. 1� 11 6 6R TRUCT SE G PE " " _I CONTRACTOR TO VERIFY SPECIFIC REMOVALS W11H OWNER PRIOR TO 1 l SAL 4 E 1 %DE !' C C. PROCEEDING WITH DEMOLITION. 0 G U C D ® NO GRADING SHALL OCCUR OUTSIDE INE LIMITS OF 7HE PROECT S17F TOP£` SP 'E i0 Ll .7T '� , ' � fz1 � '�' °v�;' � � °� �' '� c � �l I %J i f �P i qR S• p A �,, _ O 1 Tp AND A' NI � c '" I J 'E` dr` 1 5:; R O FF f " a C� Sq R S cj , i ✓ 0, I p qD 11 4 V G' QUS pE STRU r� T NOgR S 1. INSTALL 41N WIDE 1RAFFIC RAZED TRENCH DRAIN BY NDS, DURA -SLOPE DS -090 -N j '; / ,' t:` .' ` ® , 1E4 © f �,q' 1. /FRB /OR D ?� 19.2 1 sy >> NT/OiV q CUB ® A SEPARATE GRADING PLAN SHALL BE SUBMITTED AND APPROVED AND A SEPARATE F' i ,' ✓ , a� F5. r 1 � o " G P �Np 4., 21 COPE O GRADING PERMIT ISSUED FOR ANY OFF -SITE BORROW OR DISPOSAL Siff, IF LOCATED IJ� i" %IJ ~y F S. (119:0 \ I P _ pETq/ U W11HIN THE CITY LIMITS AN ENCROACHMENT PERMIT WILL BE REQUIRED TO IDENTIFY 1, �' / I�rG Z THE HAUL ROU1E PROPOSED FOR MIS PURPOSE. IF BORROW OR DISPOSAL SITE IS F LOCATED OUTSIDE OF THE CITY, THE APPLICANT SHALL PROVIDE EVIDENCE OF RECEIPT i, � � i m _� � ID •Try t ''� �--~ OF REQUIRED PERM175 1AU7HORIZA71ONS. - r i�' ,,,;: X D•• ©COBBLE DRAINAGE DISIPATOR PER DETAIL THIS SHEET. ME N - �l ,� J} 16': IG p �h� RECORIE G j 0 5i ' r i; d / 1 11 p q�TNWq •3 i �` @ CONSTRUCT PCC DRIVEWAY MIN. 5 -112" THICK ON 3" CLASS 2 A.B. COMPACTED ��� TO 90% MAX DRY DENSITY, UNLESS 07HERWISE SPECIFIED BY SOILS ,'` f , , �f� FG 1 3.7 J ENGINEER BASED ON OBSERVATIONS IN THE FIELD. � F ! 0• rjT9S5 Q , I F. ,� f r ^' PVC '� Z /VIED © 1 �C 1 i i f 1 j Q fqC s/f ti J r 1 t # \ E E � � f J OVER XCAVAIION AND RE- COMPACTION OPERA71ONS CAN NOT EN ACH INTO STEEP . 1 )t /j R6 T/O ` SLOPE AREAS AS DEUNIATED ON PLAN. 3, ' ; J" i $�� E W/ NDS POLYOLEFIN POP -UP �� / �'/ ® O SpR M �bxk. �O c DRAINAGE EMITER WITH U.V. f ;r SD _, T "'• /J ' t I O j gF c.+ REr �- M /��/ INHIBITOR. ' f IN' Y ! Y'' t'I' (*• .RIP Wgll ,^ I'R , v1 >' COMPACTED TOP SOIL iL �W 4aE. OUTt 12. NDS BEND SEWER DRAIN ELBOW. CN s O 11 Yc / f t ltv.. r l.Jsf' r��O AFL f i .1 n �v N j �1 �� VELV l�� i c1 a 1//1/ d j / / T r t / // SIZE PER PLAN PERFORATED DRAIN PIPE. w F. 113..71 r i _ (3) 4" DRAIN STAND PIPESI� 1123 112.5 Ift- �I Iv ; � t a cm rrl `� it // // / A 4" DEEP BED OF CRUSHED ROCK O tOF _ O i `�/ 1 4" LEACH HOLE. GI Q CRUSHED STON D WELL / DG 2% MIN TO CURB � �'`�' �� { � �� `• � � F / r � pROTEC '��ll 2 �� 1L21 u 7 1 1 /,� 1 T > 4 MIN. PONDING pUT1 � F a ~___ -�.� �.-f� tt ,, - � j4' •6'p �• E,j /S /NC ( TYPIC POP UP DRAIN EMMITER DETAIL � F� 6 OU7FLOW� 3' PVC ®2 �E �ds�a�r2e . nee_,' ~\ 80 �O '4 p�CC qpR N t j n s E __ -q._G y Sg" ; E J STORMWATER RUNOFF IN LANDSCAPE AREAS TO DRAIN AWAY FROM STRUCTURE p CONSTRUCjIO AT 5.0% FOR 5. OFT. Q ° r 12 '� r PLWT J.E. 1 2.75 I TORS lf' EN NC J t { RUNOFF FROM STRUCTURE, ROOF DOWN DRAINS AND HARDSCAPE SURFACES TO BE 4 WIDE CONIC RIBBION TO EXTEND y % gZFR qU �`PEI� T , / DIRECTED THROUGH CONVENTIONAL VEGETATED SWALE PRIOR TO OUTLET AND c 12" BELOW ENGINEERED SOIL LAYER J S. J 4L //YC I CONFUENCE WITH PUBLIC STORM WATER FLOW. 6 12" DEEP 3/4 CRUSHED ROCK . r� o- "_ " ". �, S �o a O i co 6 MIN. ENGINEERED SOIL F BIO- REIEN110N AREA OUTLET DETAI p �! • `a `� / ! * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX v *SEE NOTE LOWER RIGHT OF THIS SHEET _ O .O 11 b WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, L m Lo IN" BIO- RETENTION AREA OUTLET DETAILn s PERMANENT POST- CONS7RUC110N BMP M. / r f 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. Z SECTION A - A NOT TO BE AL7ERED WITHOUT CITY PERMIT a t NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK O /RT D(1iy J DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED W ° > SECTION "D" - "D" BY THE DIRECTOR OF ENGINEERING SERVICES. d Q 06 -25 -14 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS"- BUIL.'I. DESIGNED BY: DRACNBY: c GA�EDBY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. g u 5- BUILTC DESCRIPTION: POINT NO. 1020 LOCATION: SE CORNER CONIC. F.H.PEDESTAL FOR FIRE HYDRANT ZOO'S OF CL CAM DEL NORTE RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION DATUM: NAVD88 HORIZONTAL: 1 " =10' VERTICAL: N.A. G E N G t Nt E F, 6F' WORK V A T- E PLANS PREPARED UNDER SUPERVISI ❑N OF DATE , 10 -31 -14 . - C -60957 GREGORY A. CAUDILL EXP, 12 -31 -15 RECOMMENDED APPROVED BYI M. BY, MASH MAER GLENN PRUIM PUBLIC WORKS DIR ECTOR ECTOR DATES 622 S DATES 6 y3 /S GRADING PLAN FOR: SINGLE FAMILY RESIDENCE 748 RANCHO SANTA FE ROAD APN: 265 - 354 -05 5 -20 -15 121 26 -G s s SHEET 2 ❑F 3 06 -25 -14 g u 2' DRAINAGE DITCH UIKtf ItU IU JWALtJ 0 fKVM JIKUL.IUKL AM) UKAHV If1KVUGPf C:VIVVtIVIIVIVAL VEGETATED SWALE PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER nts FLOW. DRIVEWAY Drain away — @ 5.0% for 1 ft. 18" SDRSD C -2 Water profing 40 Perforated 4" die I w/ 1.0% min. slope Footing LEGEND: per 18" of soil to be native iI El < 50 or pavement spec pg 45 GSI Report dated 12 -11 -12 1:1 projection up from top rear projection of retaining wall footing. Filter Material. Crushed rock (rapped in filter fabric such as Mirafi 140N) of Class 2 Permeable Material. (see specifications above.) I `-- Competent approved soils or bedrock RET. WALL DRAINAGE DETAIL nts NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT. 0 _ EASEMENT LINE EDGE OPEN SPACE CITY OF SAN DIEGO I.B. 221 SDRSD C -3 135 125 — 2.40' 1 _ C SURCHARGE LINE 1:1 w w 60 BOUNDARY.• ORIGINAL LOT LINE LOT 10: EXISTING CONTOUR: 65 OVER HEAD POWER LINES: OHP 6H ROOF DOWN DRAIN: • 3' WIDE CONVENTIONAL VEGETATED SWALE. PROPOSED BUILDING COBBLESTONE DISIPATER PER PLAN: SILT FENCE GRAVEL BAGS INLET PROTECTION 19.6' SC -1 CD -38: CD -38: 0 E3 B n 8 UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE 6" DIA. ATRIUM GRATES BY `NDS'LOCATED IN PLANTED AREAS REFER TO LEGEND ON SHEET 1. S 0 M 0 F.F. 12 BW i 24.2' / RETAINING WALL DETAIL SCALE: H: 1 " =10' SECTION "C" - "C" V: 1"=10 PL 1 40' 13.5' 1 26.5' IN N J �I fJ rn J I (E.G.) D.G. PARKWAY 4' HIGH MAX. GRAVITY WALL I /o PER SPECIAL NOTES SHT. 2 120 _ ._.._.. I xi i i i{ / I EX. SPLIT RAIL FNC A.C. 110 GRAVITY WALL DETAIL SCALE: H: 1 " =10' SECTION "B" "B" V: 1"=10' PERMANENT POST- CONSTRUC770N BMP NOT TO BE ALTERED 1#7HOUT CITY PERMIT c� N J 0 RSF RD. CL G N CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK SCALE AS -BUILT "ts "'NtU BY: ufiAwN "Y: `HecrceD �Y: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A GA AC 15 U11-1 77 S. DESCRIPTION: POINT NO. 1020 LOCATION: SE CORNER CONC. F.H.PEDESTAL FOR FIRE HYDRANT 100'S OF CL CAM DEL NOTEE RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 120.56 NETWORK DATUM: NAVD88 HORIZONTAL: 1"=10' VERTICAL: N.A. Z ^ I� P.NCorEX Or WO AK DATC PLANS PREPARED UNDER SUPERVISI ❑N OF DATE I 10 -31 -14 R,C.E, NO. I C -60957 GREGORY A. CAUDILL EXP, 12-31 -1 RECOMMENDED APPROVED M , M � .� ) BYI "WW„ BY, MASH MAHER GLENN PRUIM PUBLIC WORKS DIRECTOR DATEI 6�22� I5 DATE, 6 Z3 �� EROSION CONTROL PLAN FOR: I D E N C E SINGLE FAMILY RESIDENCE 748 RANCHO SANTA FE ROAD APN: 265 - 354 -05 5 -20 -15 12126-G col 3 SHEET 3 OF 3 06 -25 -14