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2016-12739 G (Plans)RIGHTOFWAYNOTE 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 NYIRK N077CE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OVER TO KNOW WHERE HIS/HER PROPERTY LINE IS n0Anunc ALA= NO CONCENTRATED DRAINAGE fLONS 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. UTIL/TYNOTE ALL YRURES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENER4L NOTES 1 ALL WORK SHALL B DONE IN ACCORDANCE WITH TH£S£ PLANS THE STANDARD SPECIFICATONS FOR PUBLIC #WKS MTRUC770N, THE DESIGN CONSTRUC770N STANDARDS OF 771E CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 70 ANY REQUEST FOR INSP£C70N. 2 IRE SOILS REPORT, IF REQUIRLD BY THE CITY, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDA77ONS AND SPEGT ICA77ONS CONTAINED IN SAID REPORT. 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF WAY OR £ASEMEN75 SHALL B REQUIRED IN COIVAINC77ON NTH IMPROVEMENT PLANS 4. HRIT7EN PERMISSION SHALL BE OBTAINED FOR ANY O7FF577E 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 COVDIRON EXISRNG PRIOR 70 GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WICYH IS DIS71IRBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIO� CONSIRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING 5HCRNG AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA�LEE AND fEDERAL SAfEYAND HEALTH STANDARDS, LAWS AND REGRA#Wj. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (i / MILE OF A STRUC7URE FOR HUMAN OCCUPANCY -WALL NOT BE CONDUCTED BINf£N THE HOURS OF 5.-30 P.M. AND 7 30 A.M NOR UN S 7URDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9 NO GRADING OPERA TONS SHALL COMMENCE UNTIL A PRE- CONSTRUC770N MEETNG HAS BEEN HELD O NSITE {NTH THE FOLLOWNG PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIT1EE. THE PRE- CONSTRUC77ON MLE1NG SHALL BE SCHLDULED NTH THE CITY AT LEAST 46 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CON57RUC0N 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 CONDITOVS AND REQUIREMENTS THE CITY FiVONER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 770N. 11. UPON FINAL COMPLETION OF IHE NVRK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN % GRADED CERTFICARON' SHALL BE PROVIDED STATNG.• "THE GRADING UNDER PERMIT NO..1.37WV.HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOW ON THE ATTACHED AS- GRADED PLAN' THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WO CER77RES SUCH GRADING OPERA 770N. 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACk TLLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERA TONS HE SHALL STALE THAT BSERVA77ONS 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 EXCAVATIOD SURFACES 70 PROVDE POSITIVE DRAINAGE AND PREVENT PONOING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED HVRK ON 7HE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT ERO.701V OF fRESHLY GRADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE f7LLED SHALL BE PREPARED 70 BE fILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPSURCA77ON. ALL VEGETABLE MATTER AND 08JEC770)VABLE MATERIAL SHALL B REMOVED BY THE CONTRACTOR fROM THE SURFACE UPON RICH THE FILL IS TO BE PLACED. UNSUITABLE SOIL SHOULD BE REMOVED AS RECOMMENDED IN THE SOILS REPORT. THE EXPOSED SOILS SHALL BE SCARIFIED TO A 907H OF 12 INCHES AND THEN COMPACTED TO A MNNNUM OF 90 PERCENT IT SHALL BE THE CONTRACTORS RE5POI NWITY TO PLACE, SPREAD, WATER AND COMPACT THE RU IN STRICT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND IRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECRON. THE RICH 16. ALL TREES, BRUSH, GRASS, AND TRIER BJEC7701NABLE MATERIAL ,MALL B COLLECTED, PILED OR OTHERWSE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HALE BEEN CLEARED NTH A NET AND RNI -WED APPEARANCE fREE FROM UNNG H71 Y DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED fROMH 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 W NIN CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND MALL BE PROTECTED IN PLACE DURING CONSTRUCON UNLESS SPECIFICALL Y APPROVED OTHERWISE: NO GRADING, EXCAVA776N OR D /SR10ANCE OR CITY FREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY) IREE DRIP LINE AREA (7HE AREA fROM THE TRUNK OF A FREE 70 THE OUTERMOST EDGE U� � PPRO �P OVE ENTS£AR INDCONfUCTI NTH CITY TREf�MUSTT NOT RTO luamo �NlS5THE PLAN IN fI mv TO ADDRESS THE FREE REMOVAL. L THE EXISkNCE AND LOCATION OR UNDERGROUND UTILITY PIPES AND STRUCTURES SHOW ON THESE PLANS HERE OBTAINED BY A STARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U77LI77ES EXCEPT AS SHOW ON THESE PLANS, HOHfVER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISRNG U77LI77ES OR STRUCTURES LOCATED AT THE MIRK SITE. IT IS THE CONTRACTORS RESPONSIBIUTY TO CONTACT THE FOLLOWING ONVERS OF SAID U77LI77ES OR STRUC7URES PRIOR TO ANY EXCAVATION, FOR 006A TOY AND LOCATOId OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF Wt7RK.. A. SEWERS - LEUCADIA WASTEWATER DISTRICT (760) - 753 -0155 B. GAS & ELECTRIC - SDGE - /7601- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1 -760- 633 -27D9 D. TELEPHONE - SBC BEL - (760) -489 -3411 E CABLE TV - COX COMMUNICA77BS- -(760) -806- 9809 X -2233 2 CONTRACTOR SHALL NOTIFY 7HE CITY ENGINEERS OFFICE 48-HOURS PRIOR 70 BEGINNING ANY HVRK ON IRS PROJECT. PHONE (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 -HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)- 633 -2770. ALL HVRK PERFORMED WITHQUT BENEFIT OF INSPECTION WILL BE SUBJECT 70 REJECTION AND REMOVAL. SAN DTEGUTTO WATER DISTRICT NOTES• L WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CON57RUC7ED ACCORDING TO THE STANDARD SPECTCATIONS OR THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DI£GUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENM NON AS TO THE ACCURACY OF IRE LOCATION OF OR THE EXISTENCE OR NB- EXISTENCE OF ANY UNDERGROUND U77LITY, PIPE OR STRUCTURE WITHIN THE LIM17S OF THIS PROJECT J. ALL EXISTING FACIURES RICH MAY Af7ECT FINAL DESIGN l.E. LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION SHALL BE RELD VERIRED. ALL EXISTING OR PROPOSED UTILITY CROSSING W17HIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW ON IMPROVEMENT PLANS ELECTRICAL AND SEVER TO CROSS UNDER WATER MAINS UNLESS GIVEN WIT EN PERMISSION BY SAN DIEWITO W4 7ER DISTRICT. 4. CONTRACTOR AND OWER ARE RESPONSIBLE TO RELOCATE AND OR AD,AIST 70 GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC.) RICH ISAfFECED BY THEIR PR CT ALL AFFEC7ED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIU77ES DO NOT MEET STANDARDS 7HEN THEY SHALL B UPGRADED TO CURRENT STANDARDS AT THE OWERS EXPENSE. 5 UTUIIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL S£PARA77CW OF 10 -fEET REQUIRED BIWEEN RRE HMRAN75 AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WA I& SERVICES TO B CONdSIRUCMD CLEAR DE DRIVEWAYS AND ALL 07HER 7RAIELED WAYS WATER METERS MUST BE AN FRONT OF TIE PARCEL THEY ARE SERVING 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE KITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER 70ING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CAIHBIC PROTECTION IN ACCORDANCE NTH WC -17 OR WC' -18 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK t SM� ?•5'V (s l C / CITY OF ENCINITAS SURVEY CONTROL NETWORK STATION £NC -35 POINT NO. 1035. ELEVATION = 243238 FEET (NA M88) LOCAL BENCHMARK. SCRIBED X' IN CONCRETE ELEVATION = 318673 FEET (NA W88) EROSIONCONTROL 1. IN CA-T EMERGENCY HORK IS REQUIRED, CONTACT JAMES PLERLK AT (858) 764 -3613, 14 -HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE A T ALL TIMES DURING 771E RAINY SEASON (OCTOBER i TO APRIL VALL NECESSARY MATERIALS SHALL BE STOCkPlL£D ON SITE ON OCTOBER 1 AT CONVENIENT LOCATONS TO FAClLITA7E PAPID CONSIRUCON TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT J. DEVICES SHOW ON PLANS SHALL NOT B MOVED OR MODIFIED { WTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO HORKING ORDER TO THE SA775FAC77ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5 THE CONTRACTOR SHALL INSTALL ADDITIORAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 70 AN INCOMPLETE GRADING OPERA 776N OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUWAS TO PREVENT PUBLIC IR£SPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL B INCORPORATED HEREON. 8 OND£D AREAS AROUND THE PRO ECT PERIMETER MUST DRAIN AWAY fROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH HURL DAY. 9. ALL REMOVABLE PROTEChTE DEWCES 5HOW WALL BE PROBABILITY FORECAST EXCEEDS ORTY PERCENT (40%). SIT AND 07HER DEBRIS SH LL BE REMOVED AFTER EACH RAINFALL DAY RAIN H}DROSEEONOTES INLORRE SEED MIX I3 OR APPROVED EQUAL 1 THIS MIXTURE CONTAINS FAST ESTABLISHING RESEEDING ANNUAL LEGUMES AND WWRONERS ROSE CLOVER.• POPULAR FOR EROSION CONTROL DN ROADSIDES GROSS UP TO 16 INCHES HIGH ON POOR SOIL. EXCELLENT DROUGHT TOLERANCE: AFRICAN DAISY POPULAR FOR WINTER AND SPRING COLOR. QUICK ESTABLISHING RESEEDS. ARROYO LUPINE AND CALIFORNIA POPPY POPULAR NARVE MLDFLOWERS ADD WINTER AND SPRING COLOR AS WELL AS SOIL BINDING PROPER77ES SHIRLEY POPPY- POPULAR FOR WINTER COLOR 2 RECOMMENDED SEEDING RA IF FOR THIS MIXTURE IS 10 POUNDS PER ACRE OR 4 OUNCES PER 1,000 SQUARE FEET. J. FOR NA7URAL AREAS WITHOUT IRRIGATION, SEED DURING FALL AND WNTER IN ADVANCE OF RAINS CAN BE ESTABLISHED ANYTIME OF THE YEAR WITH IRRIGATION RESUL IS ARE BEST IF SEED IS COVERED WITH 12 INCH OF SOIL SEEDING RATES SHOULD BE INCREASED IF SOIL COVERAGE IS DIFFICULT OR IMPOSSIBLE. 4. HYKON ROSE CLOVER (IRIFODUM HTRRUM) AfRICAN DAISY (DIMORP OTHECA AURANPACA) ARROYO LUPINE (LUPINUS SUCCULENIUS CALIFORNIA POPPY (ESCHSCYHOLZIA CALL ORNICA) SHIRLEY POPPY (PAPAVER RHOEAS) STORMWATERPOLLUTIONCONTROL POSTCONSTRUCTTONW17MPNOTES 1 FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERWAIS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE SIREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE M69If7ED MTIOVT A PERMIT FROM 7H£ CITY. 3 ALL IMPERVIOUS AREAS WITHIN THE 577E SHAD DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVfR 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 WALL B INSTALLED IN HAROSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS TILE fZOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP MP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUAIF IMP MP. 6. ALL STORMWAIER IMP/BMP FACILITIES SHOW HEREON SHALL NOT BE MODIFIED OR ALIERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOW ON THIS PLAN MAY REQUIRE 771A 77115 PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXISRNG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WIN STORM WATER BEST MANAGEMENT PRA OWE REQUIREMENTS THE TRASH ENCLOSURES SYIALL HA VE AN IMPERWOOVADN- COMBUSTIBLE ROOF 771A WILL NOT ALLOW RAIN WATER TO EN7ER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED EN NOT IN USE A BERM SHALL B INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS 771A ESCAPE FROM 771E DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE 7RASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSIER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUA7ELY 92ED OIL/ 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. PUBLIC WORKS vJNC NT SA.Y! DA SAW90 ENGINEERING, INC. d STORMWA TER POLLU77ONCONTROL BMP NOTES RELATIVE TOCONSTRUC17ONAC77VIT TES CONCRETEWASHOUT 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 STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHdLL POST A S16N DE519VA77NG THE WASHOUT LOCA77ON. CONSTRUCTION SITEACCESS A STAB /UZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS WALL INCLUDE USING MATERIAL SU611 AS 3' CRUSHED ROCK AND /OR CORRUGAIED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPECIRC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS7RUCTION VEHICLES PARKING, WEHICLE REFUELING AND R01177NE EQUIPMENT MAINIENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECALL Y 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 AC77VI77ES ARE ALL OWED DURING NET HEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCRON SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND IEMPORARY EROSION CONTROL MEASURES REMOVE EAYS77NG W6ETATON ONLY WEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECY-SSARICY,• THEY HELP DECREASE EROSION. TEMPORARY WWTA77ON MUST B PLANTED ON SPORES OR WERE CONSTRUCRON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLAN77NG FAST - GROWING ANNUAL AND PERENNIAL ORASSES TO SHIELD AND BIND IRE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POS51BLE ONCE EXCAVATION AND GRADING AORVIR£S ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON- SITECONSTRUC77ONMATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PI&T TO PRFWNT SFFPAGF AND .SPIIIAGE CONTRACTOR .SHALT .STORF 7HFSF MA /LRIAL,; ASPHAL T CONCRETE AGGREGA TE BASE ETC. STOCKPILES SHALL BE LOCA TED A WA Y fROM CONCENTNA 7ED STORYWA TER STORMWA TER fZ005 AND STORM DRAIN LNLE(S. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZA77ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND IRE PERIMETER AT ALL TRES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUC77CN IN THE CITY OF ENCINITAS SHALL BE TRAINED TO B FAMILIAR WITH THE CITY OF ENCINITAS STORMWA TER POLLUTION CONTROL REQUIREMENTS: THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON 57E THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORYWA TER REQUIREMENTS AND THOR OW RESPONSIBIUTES WAS7FANNAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISP057NG OF ALL WASTE AND UNUSED CONS7tUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTI Y PROH191 .. TO ALL �0 MANY CBSNUCPON MA TER /ALS, INCLUDING SOL VEN7S WA 7FR -BASED PAINTS, VEHICLE FLUIDS, BROIOLN ASPHAL T AND CONCRETE, W 09. AND CLEARED VEGfTA770V CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OCAS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION DN LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE ]RASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED fREQUEWLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCAIE PORTABLE TOILETS AWAY fROM STORMDRALN INLETS ON PERWWS SURFACES ALL CONSTRUCTION DEBRIS SHALL B KEPT AWAY FROM THE STREET GUTTER, AND STORMDRALN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE IRAVELED AWAY fROM CONS7�076 N 311E FOR MORE LNFORMA TON ON STORMWA TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEER ING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SOILS ENGINEERS C ER T I FI CA T E SIGNED.- V WTHAYA COAST 007ECHNICAL, 779 ACADEMY DRIVE SOLANA BEACH, CA 92075 (858) 755 -8622 GE 782 S TA T EMEN T OF ENGINEER OF WORK ENGINEER �9(Nd /fIA BURMLL CEG ST IN THE STATE OF " Hge K 'r 149' � 2. T,�F L'. 141 wat, fig 0 ;ice THE UNDER96NED ENGINEER AGREES THA T THE WORK PERFORMED BY THE ENGINEER SHALL COMPL Y WITH THE [ENERALL Y ACCEPTED STANDARDS AND PRACTICES OF IHE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE #VRRK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCYNITAS TO THE XIENT THAT THE ENGINEER COVIROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 17S CAPACITY AS A PUBLIC ENTITY FOR 771E PLANS PREPARED BY 7HE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUfTTC1ENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR 7HE PLANS OR DE67GN OF IMPROVEMENTS BASED THEREON 171E ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND 17S OFRC£RS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY fROM THE NEGLIGENT ACTS ERRORS OR O USS/ONS OF THE ENGINEER AND H /SEER AGENTS OR EMPLOYEES ACING { WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AR /SING OUT OF THE WI3RK P£ FORMED BY THE ENGINEER SAMPO ENGINEERING, INC. 171 SAXONY ROAD, STE. 213 ENCINITAS, CA 92024 (760) 436 -0660 BY 11- Joe A DATE 71201/6 WCE T L. SAMPO RG.E 44173 EXPIRES 630 2017 SHEETINDEX�F�' TRADING PLAN TTIE SHEET 1 No. 44173 ° (WADING PLAN 2 06 -30 -17 ER0516N CONTROL PLAN 3 Jj .�Q /, SCALE SPECIAL DISTRICTAPPROVAL ULJIINYCU D!: V URA DG U UAC D!: PLANS PREPARED UNDER SUPERVISION OF DATE : 1 N/A � R.C.E. NO.: 44173 VINCENT L. SAMPO EXP. 6/30/17 ENGINEER OF HORK PLANNINGANDBUILDING PARKSAND RECREATION BOULEVARD 0 s IDRIVE TE I -5 W HICKOR DRIVE SANTA FE ° w U VICIN17YMAP NIS OWERS. JAMES AND SUZANNE PIERIK SITEADDRESS: 417 HICKORMNLL DRIVE ENCINITAS CA 92024 ASSESSORSPARCEL NO.- 259 - 600-04 LEGAL DESCRIPTION: LOT 4 OF ENCINITAS TRACT NO 99- 135 - UNIT -1, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 14449 FILED IN THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 18, 1002 OWNERS CERTTFICAIF 1 MPER V IO U S A R EA CA L C UL A T IO N S GROSS LOT AREA: 21,125 SF EXISTING PROPOSED PERVIOUS AREA: 13,126 SF 12,918 SF IMPERWLIS AREA: 7999 SF 8,197 SF IMPERVIOUS AREA INCREASE 198 SF GRADINGQUANTITTES• CUT = 509 C Y. (MAX CUT 79) FILL = 10 C Y. (MAX RLL 2.0) EXPORT = 499 G Y. OHAS NOTE: 448 CY WERE EXPORIED FROM THE S17F PRIOR TO PLAN PREPARATION. 51 CY WILT BE EXPORIED PER THIS GRADING PLAN. NOTE: IRIS PLAN IS TO DOCUMENT AND PERMIT THE EXISTING ILLEGAL GRADING 7HAT WAS PERFORMED AND TO ALLOW MINIMAL ADDITIONAL GRADING TO STABILIZE SITE /SLOP£. Qz n 0. �, T < U �ra W rc Qz `z z W. BMPPROJECT STATUS STANDARD SAN DIEGUITO WA TER DISTRICT ENCINITAS FIRE DEPARTMENT G G• -22.,6 SIGN DA SIGN DALE SIGN DATE ENG/NEER/NGDEPARTMENTAPPROVALS CITY OfENC/ NI TAS- ENGINEERING SERVICES DEPARTMENT RECOMMENDED. c. APPRO GRADING PLAN FOR 417HICKORYHILL DRIVE M4 MAHER GLENN PRUiM PIERIKRESIDENCE QQ ,, PUBLIC WORKS Dl CTOR APN, 259.600-04 DATE 1 T (6 DATE - L 11 PLANNING CASE NO.• y; DRAWING N0, 12739 -G SHEET 1 OF 3 `a U I a G �i iLl z *4p 48" 40043 P, _ L7 � U 31300 TC 31225 FL 3/2 1�0 312.65 TC J12.58 FL i 1 I r� - yl oco 313. j CONC DRNEWAY LOOT 3 i M� HICKORYHILL Ac PAUEMENr coNTRAE 4 DRIVE GATE i J / ­� - - _ CONC DRIVEWAY _332217 1W 4 A I / � 326.1 FG,;j NS 2'50 "W 147.16' CO 31295 TC 2 2 i 32 &5D 7W 1 312.89 FL 3D" IC1A I 313.51 1 1 PALM 2 6 / 322.5 FG II I I i 313.58 i 312 (96 J � x3251 30" DIA PALM TREE I I I 'yo- / JyVb/G 10" DIA I I 3!J „i � DIA A \ ,\ / ' c PEPP I 12" U, C r? GRAIN \ Pp I-FOOT CAN 37353 TC 4- x318.2 31310 FL \ p 1. 5 g I PI o ��Q 3 ° .gyp 1371 A 31323 FL 31J 72 FC � �T 5 i '° p °ORS Q 81 ° ° pad 4 ~ �_ 313.65 31330 01.2' DIA LID NO JD ,3 / S1 p / (�l] I 318.2 \ - 9 ° Gfl p 4V BOULDER g PRE -IX1S NG 2 4 / j S 1 \ ° ° \ a BANS 1 I\ \ PROPOSED 1 -FOOT . 13 9 ° @ \ 314.12 TC 1 1 CA97OU S 'l i\ to � I � J COMM 31363 FL \ \ CAY)DURS %DJ IFIC', F*t.'RVA�h / a o °\ 32iBB lil TELE 4 I DIR ° ° ,5` Box °F�q 318.75 d ° ° _ TELE PAD - l� - .31 /2 I / l,T,pp x321.2 / A \ A S 321.8 % / 320 4 1 e \� / ' / ° a ° d° 318.2.5 '` / , � ° p oz <3188 FG 1 20.9 x 0.5 f / 3 ° ° ° �a ° ° ° ° ° g ti ! / Thou / 31 5 GRASS ° ° CONC DRIVE Y 2 1.2 �/ �QD� 319.45 m m 8.91 pa ° °d ° 1322 /� \� a 319.38 p \ 318.911 ° PLANTER 0 p a J J \ n / l 321 7 �.l 4 00 a 325 I IT I it NO WORK 1 I I •� - - -- � -� ^ Q �• ° d. a THIS AREA °° 2 1 STAIR \a ° a TT \ , ° \ Q I I I LAY GROUND NO ow TxAVy o ° PLANTER GRAD GARAGE I THIS AREA 319.55 Q ° P I I 319.59 POP9 IIII I I a a ° p° I II I� x 320.00 IF ° ' a ° 1 319.6 ° a ° p p a ° 31 .13 e ° o ! I I p iF NC GTE LOT 4 e ° 319.22° p a 1 Lo ! I I e ° d - p ° a ° O * y ° a `^ 00 \ I I p >' PALM 319.48 a ° p ° ° a ° °a. _ a.° d.p W z 11 \ �2g6 I TREE ° p 11 379 SS o _,. ° 319.41 ,° .a 1 `GON° G p D ` RIVEW°A _ Y ° ° x a e a 319.54 a ( C) 31945 31 945 ° ° a d PO p CONC. ° WA 2 i/ FFA A Q RESIDENCE ° o ° 32 .20 319.53 , a ° 319.41 apI d 319.29 7 p ° 319.42 p 1 ABBREVIATIONS PROTECT IN -PLACE O I. FENCE / WALL 2. TREE J. CONCRETE 4. U771JTY NEW IMPROVEMENTS ❑ L 6' HIGH COMBTNAI7AV CMU WALL W /ORNAMENTAL IRON ON TOP (NON - RETAINING) 2 6' H1GH WOOD FENCE J. 161 WIDE GATE 0 FWW, v e- r_n n r PG& n T• 94" a nacr QW Qj& 9=CjjI�en r 6Y91%19F 4009 rr 9 6WRE unr nnunnrvr MiRS nrn rnnnn n n 96 9 5. NEW LAWN AREA 6. PL T AND IR 7E ALI SLOPES GREATER THAN 3 -FEET IN HEIGHT l S'I�NC wnu. NOTES 2 A PRELIMINARY RILE REPORT WAS NOT MADE AVAILABLE AT THE 77ME OF PREPARA77ON OF THIS TOPOGRAPHIC PLAT THEREFORE EXIS77NG EASEMENTS IF ANY HAVE NOT BEEN PLOTTED HEREON, 3. EXISTING TOPOGRAPHY PERFORMED BY SAMPO ENGINEERING ON DECEMBER 15, 2015. 4. PRE - EXISTING CONTOURS ARE AT TWO -FOOT INTERVALS DERIVED FRO!! CITY GIS DATA ON FEBRUARY 5, 2016. 5. AN AUTOMA77C GATE ACROSS A RRE ACCESS ROADWAY OR DRIVEWAY SHALL BE EQUIPPED WITH AN APPROVED EMERGENCY KEY. OPERATED SWITCH OVERRIDING ALL COMMAND FUNC PONS AND OPENING IHE GATE. WHERE THIS SEC PON REQUIRES AN APPROVED KEY-OPERA 70 SWITCH, IT MAY BE DUAL -KEYED OR EQUIPPED W1TH DUAL SWITCHES PROVIDED TO FACILITATE ACCESS BYLAW ENFORCEMENT PERSONNEL. MONUMENTS NOTES ® FOUND LEAD AND DISC RCE 32031 323.3 W 319.4 vFx a ° x a j © FOUND M -10 WELL MONUMENT ' 321.3 G J / GARAGE d. 1`4 I W p L 319.5 21 322 ° 320.9 G I ° m °: ( NEW AROUND SURFACE I / ° 319.45 COMPACTED - - - - - -- - -- o TRASN WO \\ EXISTNG 30" DIA I ° d FE CE GROUND SURFACE LAWN AND ENCLOSER -�" 1 MAX. PALM 322.3 TW 319.54 - i- - LANDSCAPING NEW GROUND SURFACE TREE 321.0 FG GONG �H d 1 319.41 CI1iSLbPE1, - 1y I I I I I EbSDNG COMPACTED TO 90Z DRY 321.03 i (TO BE EXCAVAIET { _ - _ .. _ . _ - . I I I I DENSITY d ° PRIOR 70 RLI PLACEMENT - _ _ I I I I GROUND SURFACE CHI I 1 319.55 I °: i ) KEY WAY AS REQUIRED = _ . 11 n ' -i - [ r ° - - - - - - - - - _ - I _ II I I i II ° CO C CAVPAC7ED RLL " - - _ _ ®IPAlIED E7LL JACUZZI III - (� . �- _ _ I i ° W 319 5 BY SOIL ENGINEERING -i ter` 111 -1 l i III C, Ifi X17 ff1 _Tr r m -r t ° " PLAN? 4 a 319.51 319.55 x ° 319.59 _ "'��� R PALM x ° ° WOOD DECK / N i 321.02 FS / 320 99 \ 319 55 NO NORK GRASS ABOVE -� `y \0� FP ° I,tid co I THIS ARE1 GRADE X319.4 - - - FILL ER-CUT SLOPE _ -319 j NOTE THE SOIL ENGINEER SHALL BE OV -517E DURING THE GRADING OPERAl10N AND SHALL 322071 TV/ BOUCD - - 2 -PAL 318' _ - - - / [316] PROVIDE ADDIRONAL RECOMMENDA77ONS AS NECESSARY. THE AC7UAL SLOE KEY AND 271 ,321.01 FS --WOOD W,4LL - - T PALM x319.3 � 31 T - / / z BENCHING MAY DIRER FOR WHAT 1S SHOWN HEREON [322] CMU WALL PROPERTY LINE - - AC: ASPHALT CONCRETE CMU.• CONCRETE MASONRY UNIT FOUND MONUMENT i CO.- CLEAN OUT (320] n CONC- CONCRETE LOT LINE - - - - DIA: DIAMETER [318] - _ _ _ _ _- - - (316] FG: RNISH GRADE PRE- ENS77NG CONTOUR LINE R: FLOW LINE _ _ ZDN_C DITCH - -= _ ° _ t - - - - \ \ \ lP: FIRE PIT EXISTING CONTOUR LINE _ -320 - - - -- - P�C/Cµ:! PORTLAND CEMENT CONCRETE - WOOD FENCE - - - - -' DRAWING RICHT- OF-WAY NEW CONTOUR LINE 320 TC 16 TOP OF CURB DATE TRANS TRANSFORMER EXIS77NG ELEVA77AV x320.4 SOUR- STORM DRAIN MANHOLE CHECKED BY ENGI'NEERI'NG DEPARTMENTAPPROVALS SSMH.• SEWER MANHOLE NEW ECEVA170N 319.OG f5 T* TOP OF WALL CITY OF ENCINITAS SURVEY CONTROL NETWORK STADON ENC -35 POINT N0. 1035. W" WATER CURB & GUTTER PLANS PREPARED UNDER SUPERVISION OF DATE : 20 lb RECOMMENDED: APPRQ�kD: SEWER CLEANOUT oC0 WATER METER ❑W EXIS77NG CONCRETE , NEW CONCRETE a. ELEVAPON = 243.238 FEET (NA V088) ( ) EXISDNG WOOD FENCE X X X � a° R.C.E. N0.: 44173 NEW #V69 WOOD FENCE v EXISDNG WALL - NEW CMU WALL LOCAL BENCHMARK: SCRIBED X° IN CONCRETE. ELEVA77ON = 318673 FEET (NA 1088) GRADING LIMITS /DAYLIGHT LINE DIREC7701V OF EXIS77NG FLOW - KEYNOTES PROTECT IN -PLACE O I. FENCE / WALL 2. TREE J. CONCRETE 4. U771JTY NEW IMPROVEMENTS ❑ L 6' HIGH COMBTNAI7AV CMU WALL W /ORNAMENTAL IRON ON TOP (NON - RETAINING) 2 6' H1GH WOOD FENCE J. 161 WIDE GATE 0 FWW, v e- r_n n r PG& n T• 94" a nacr QW Qj& 9=CjjI�en r 6Y91%19F 4009 rr 9 6WRE unr nnunnrvr MiRS nrn rnnnn n n 96 9 5. NEW LAWN AREA 6. PL T AND IR 7E ALI SLOPES GREATER THAN 3 -FEET IN HEIGHT l S'I�NC wnu. NOTES 2 A PRELIMINARY RILE REPORT WAS NOT MADE AVAILABLE AT THE 77ME OF PREPARA77ON OF THIS TOPOGRAPHIC PLAT THEREFORE EXIS77NG EASEMENTS IF ANY HAVE NOT BEEN PLOTTED HEREON, 3. EXISTING TOPOGRAPHY PERFORMED BY SAMPO ENGINEERING ON DECEMBER 15, 2015. 4. PRE - EXISTING CONTOURS ARE AT TWO -FOOT INTERVALS DERIVED FRO!! CITY GIS DATA ON FEBRUARY 5, 2016. 5. AN AUTOMA77C GATE ACROSS A RRE ACCESS ROADWAY OR DRIVEWAY SHALL BE EQUIPPED WITH AN APPROVED EMERGENCY KEY. OPERATED SWITCH OVERRIDING ALL COMMAND FUNC PONS AND OPENING IHE GATE. WHERE THIS SEC PON REQUIRES AN APPROVED KEY-OPERA 70 SWITCH, IT MAY BE DUAL -KEYED OR EQUIPPED W1TH DUAL SWITCHES PROVIDED TO FACILITATE ACCESS BYLAW ENFORCEMENT PERSONNEL. MONUMENTS NOTES ® FOUND LEAD AND DISC RCE 32031 323.3 W 319.4 vFx a ° x a j © FOUND M -10 WELL MONUMENT ' 321.3 G J / GARAGE d. 1`4 I W p L 319.5 21 322 ° 320.9 G I ° m °: ( NEW AROUND SURFACE I / ° 319.45 COMPACTED - - - - - -- - -- o TRASN WO \\ EXISTNG 30" DIA I ° d FE CE GROUND SURFACE LAWN AND ENCLOSER -�" 1 MAX. PALM 322.3 TW 319.54 - i- - LANDSCAPING NEW GROUND SURFACE TREE 321.0 FG GONG �H d 1 319.41 CI1iSLbPE1, - 1y I I I I I EbSDNG COMPACTED TO 90Z DRY 321.03 i (TO BE EXCAVAIET { _ - _ .. _ . _ - . I I I I DENSITY d ° PRIOR 70 RLI PLACEMENT - _ _ I I I I GROUND SURFACE CHI I 1 319.55 I °: i ) KEY WAY AS REQUIRED = _ . 11 n ' -i - [ r ° - - - - - - - - - _ - I _ II I I i II ° CO C CAVPAC7ED RLL " - - _ _ ®IPAlIED E7LL JACUZZI III - (� . �- _ _ I i ° W 319 5 BY SOIL ENGINEERING -i ter` 111 -1 l i III C, Ifi X17 ff1 _Tr r m -r t ° " PLAN? 4 a 319.51 319.55 x ° 319.59 _ "'��� R PALM x ° ° WOOD DECK / N i 321.02 FS / 320 99 \ 319 55 NO NORK GRASS ABOVE -� `y \0� FP ° I,tid co I THIS ARE1 GRADE X319.4 - - - FILL ER-CUT SLOPE _ -319 j NOTE THE SOIL ENGINEER SHALL BE OV -517E DURING THE GRADING OPERAl10N AND SHALL 322071 TV/ BOUCD - - 2 -PAL 318' _ - - - / [316] PROVIDE ADDIRONAL RECOMMENDA77ONS AS NECESSARY. THE AC7UAL SLOE KEY AND 271 ,321.01 FS --WOOD W,4LL - - T PALM x319.3 � 31 T - / / z BENCHING MAY DIRER FOR WHAT 1S SHOWN HEREON [322] CMU WALL REE FENCED 316- - / / [314] .�� U ®LT CONC ° - - - - _ J15.0 FG 00 WALL 3114.5 P rW 1� �/ � 131 FG �� i 0 - o (320] n - ��ti [312] �- [318] - _ _ _ _ _- - - (316] y - - _ - - - x310.06 FL - =GONG. Dl - _ ~ = (� d1 �y LI ��� QI�rE -- 314.51 FL _ _ ZDN_C DITCH - -= _ ° _ t - - - - \ \ \ E( j,�R�A}� SAM1P0 ENGINEERING, INC. - - - WOOD FENCE 15.9 # " _ _ _ _ _ _ N89'33'03' 118.00' - WOOD FENCE - - - - -' DRAWING NO, CHANGE N0. DESCRIPDON APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICTAPPROVAL DESIGIJED BY DRAWN BY CHECKED BY ENGI'NEERI'NG DEPARTMENTAPPROVALS BY I BB 14S U (we-to CeCA4 f CITY OF ENCINITAS SURVEY CONTROL NETWORK STADON ENC -35 POINT N0. 1035. PLANS PREPARED UNDER SUPERVISION OF DATE : 20 lb RECOMMENDED: APPRQ�kD: ELEVAPON = 243.238 FEET (NA V088) ( ) N/A � a° R.C.E. N0.: 44173 T ER GLENN PRUM LOCAL BENCHMARK: SCRIBED X° IN CONCRETE. ELEVA77ON = 318673 FEET (NA 1088) . WNGENT L. SAMPO �� EXP. 6/30/17 ENGINEER OF WORK PUBUC.WORKS DI CTOR S / I /� / I $ Z 3 �L DAZE DATE 10 5 0 10 20 SCALE: 1" = 10' C I T Y O F EN C /N/ TA S- ENGINEERING SERVICES DEPARTMENT PLANNING CASE NO. &M 417HICKORYHILL DRIVE PIERIKRESIDENCE APN.'159 -600 -04 I3 12739 -G SHEET 2 OF 3 2 i 3 I U o O? 0 - o az �a �rc � W �- W Z u; DRAWING NO, 7 12739 -G SHEET 2 OF 3 13 _ GATE' _ ---- -- N86'02'S0 "W . — _ � _ 147.16 � 7 j8 l —� n, C �. +.. +: �;:..+ + + + + j� �1�1��� / /�, (L UIN A ,mod U... A 6 1 <, � � .� PC,RFF4 , - + +` + + + + + + + + + + + fL�ta 3J5, v o TREE- ( + + + + + + + + + + ° _ �� ° v s ti., � 4 + +_ + + = A + + + + + rkS + + C + + + + + + + + + + + + \' R !8 in i + + + + AND IXPOSED DIRT + + + ` I....+ + +... + + +. SHALL �IKWl PLANED + + + +\ : - if Ir ++ + + ++ + + + + +� + + + + + + + + + + + + 1 + + + + + + + + + + + +� W�` + + + + + + + + + + + + + 31:r, f, 4 I` + + C + + + + + + + + + / s� (�+ += + + + + + + + + + + + 'I f c I�+ + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + + + + '3 5 GRASS lif { ® \ , + + + + + + + + + + + {' 3i. , r,7 x —�- + + + + + + + + + ill 9 Jh b\ a �7Jr + + + -I- + + + + wi NO NCRA, 1 I ' Il ✓I i i I � ,, A IF. lam -j STAIR V v ✓ AEOI/E �k 1 \PLA`r GKOUn19I -P`0 *OR K i GRADE 4 - }°` (r 4S AREA ri.5 i PLaA i:_R � �rs.5S a V F-7 6 u ^lY 1S LO 001 Pfd' , q I ` s k p l Y 3.3 1w "I r '.3 r I� s.. R Y n.. ilk �1 I {iy i _S ±\ J h 722 Y Sl j � 32Jr N O � O a Z nIr c N89'33'03 "IN 118.00'— — — — — CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ('y 4 t} C 9Af CITY OF ENCINITAS SURVEY CONTROL NETWORK STA PON ENC -35 POINT N0. 1035. ELEVATION = 243236 FEET (NA W988) N/A LOCAL BENCHMARK. SCRIBED Or IN CONCRETE ELEVATION = 318673 FEET (NA W988) SPECIAL DWR /CTAPPROVAL 10 5 0 10 20 SCALE: 1" = 10' PLANS PREPARED UNDER SUPERVISION OF v-- aee, _0 VINCENT L. SAMPO ENGINEER OF WORK OA 7E : -7124 A0 R.C.E. Na : 44173 EXP. 6/30/17 HICKORYHILL DRIVE RECOMMENDED: M � ^� 6116110 DATE No. 44173 ° rT rT \ 06 -30 -17 DEPARTMENTAPPROVALS -- �T�>;la�nrrrrT GREATER THAN 3'0 BUT SMALLER THAN 610 MIN. FILTER FABRIC EXIS77NI GRADE - SECDON A -A NOTE" CONSTRUCT SEDIMENT 20R BARRIER AND CHANNELIZE RUNOFF �(� SEDIMENT TRAPPING DEl4CA MIN. SEE CALIFORNIA STORMWATER QUALITY ASSOCIARON (CASQA) STANDARD DWG. N0. 7C -1 FOR ADDITIONAL LNFORMA77ON MATCH EXIS77NG GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. 24- WIDE (MIN.) WEIR OPENING FOR DRAINAGE OWERFZOW 2 BAGS HIGH (TYP.) WERE NECESSARY OIREOTION TYPICAL VELOCITY CHECK DAM 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 6M) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 3 ATTACH THE FILTER FABRIC TO THE WORE FENCE AND EXTEND IT INTO THE TRENCH. NOTE' At TERNA 77VE SILT FENCE CONSTRUCTION MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE L CORRUGATED I_A STEEL PANELS 25' MIN NO SCALE W107H REQUIRED TO ACCOMODATE AN17CIPATED TRAFTIC T SEE CALIFORNIA STORMWATER QUALITY ASSOCIA77ON (CASQA) STANDARD W. NO. SE -4 FOR ADDIRONAL 7NFORMA7701V =11 WOVEN FABRIC GRAVEL BAGS STAGGERED (TYR) NO SCALE 2. STAPLE WIRE FENCING TO THE POSTS =11� 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC L SEE CALIFORNIA STORMWA TER QUALITY ASSOClA7701V (CASQA) STANDARD DWG NO. SE -1 FOR ADD177ONAL LNFORMABON CITYOFENCINITAS - ENGINEERING SER16CESDEPARTMENT EROSION CONTROL PLAN FOR.- 417HICKORYHILL DRIVE PIERIKRESIDENCE PUBLIC WORKS Di ECTOR APN.•259 -600-04 DAIE PLANNING CASE N0." u. I s.9 1 �W V Z GF x is a a � r r J DRAMINGNO. 12739 -G IN SHEET'S OF 31-71 J'� Vl t , 7 PA, AW XX N nIr c N89'33'03 "IN 118.00'— — — — — CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ('y 4 t} C 9Af CITY OF ENCINITAS SURVEY CONTROL NETWORK STA PON ENC -35 POINT N0. 1035. ELEVATION = 243236 FEET (NA W988) N/A LOCAL BENCHMARK. SCRIBED Or IN CONCRETE ELEVATION = 318673 FEET (NA W988) SPECIAL DWR /CTAPPROVAL 10 5 0 10 20 SCALE: 1" = 10' PLANS PREPARED UNDER SUPERVISION OF v-- aee, _0 VINCENT L. SAMPO ENGINEER OF WORK OA 7E : -7124 A0 R.C.E. Na : 44173 EXP. 6/30/17 HICKORYHILL DRIVE RECOMMENDED: M � ^� 6116110 DATE No. 44173 ° rT rT \ 06 -30 -17 DEPARTMENTAPPROVALS -- �T�>;la�nrrrrT GREATER THAN 3'0 BUT SMALLER THAN 610 MIN. FILTER FABRIC EXIS77NI GRADE - SECDON A -A NOTE" CONSTRUCT SEDIMENT 20R BARRIER AND CHANNELIZE RUNOFF �(� SEDIMENT TRAPPING DEl4CA MIN. SEE CALIFORNIA STORMWATER QUALITY ASSOCIARON (CASQA) STANDARD DWG. N0. 7C -1 FOR ADDITIONAL LNFORMA77ON MATCH EXIS77NG GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. 24- WIDE (MIN.) WEIR OPENING FOR DRAINAGE OWERFZOW 2 BAGS HIGH (TYP.) WERE NECESSARY OIREOTION TYPICAL VELOCITY CHECK DAM 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 6M) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 3 ATTACH THE FILTER FABRIC TO THE WORE FENCE AND EXTEND IT INTO THE TRENCH. NOTE' At TERNA 77VE SILT FENCE CONSTRUCTION MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE L CORRUGATED I_A STEEL PANELS 25' MIN NO SCALE W107H REQUIRED TO ACCOMODATE AN17CIPATED TRAFTIC T SEE CALIFORNIA STORMWATER QUALITY ASSOCIA77ON (CASQA) STANDARD W. NO. SE -4 FOR ADDIRONAL 7NFORMA7701V =11 WOVEN FABRIC GRAVEL BAGS STAGGERED (TYR) NO SCALE 2. STAPLE WIRE FENCING TO THE POSTS =11� 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC L SEE CALIFORNIA STORMWA TER QUALITY ASSOClA7701V (CASQA) STANDARD DWG NO. SE -1 FOR ADD177ONAL LNFORMABON CITYOFENCINITAS - ENGINEERING SER16CESDEPARTMENT EROSION CONTROL PLAN FOR.- 417HICKORYHILL DRIVE PIERIKRESIDENCE PUBLIC WORKS Di ECTOR APN.•259 -600-04 DAIE PLANNING CASE N0." t (3 tl z t a0 �W V Z a � r r J DRAMINGNO. 12739 -G IN SHEET'S OF 31-71 J'�