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2016-13017 SG (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 GEOTECHNICAL INVESTIGATION PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. DATED 07 -15 -2016. PROJECT# 16- 167 -F SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE ACCORDANE 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 13017 -SG 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 BACXFILLS 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 JEFF HAACK AT 760- 939 -3760 , 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE 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 MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD - 811 B. GAS & ELECTRIC - SDGE - 811 C. WATER - S.D.W.D. - 811 D. TELEPHONE - SBC BELL - 811 E. CABLE TV - COX COMMUNICATIONS - 811 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 9 I, - "4_TREGISTERED TN THEVSTATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS 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 07 -15 -16 AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE E U GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: tm Fg® OF CONC. PEDESTAL FOR FIRE HYDRANT ON EAST SIDE DOU A LOGAN ® `Tm &644* NO.: 23% 2 4 No.2382 OF RSF RD. & 100' SOUTH OF EL CAMINO DEL NORTE. co * � cEarl�leo � ENGINEEpING RECORD FROM: CITY OF ENCINITAS ENCINITAS SUR�CONTROL EXP. DATE: -31 -17 uj� IS,T Of ESSI BR GNq JOB #: 16 -167- F ®� ®tCAL1� ®�� 4��QrMALC °�G� �y COMPANY: VINJE & MIDDLETON ENGINEERING, INC. w GE 863 m m ADDRESS: 2450 AUTO PARK WAY ESCONDIDO, CA 92029 PHONE: 760 - 743 -1214 qTf a OF CAL\EO(t STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREE THAT THE WORK PERFORMED HEREIN SHALL BE IN S E L ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY 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 PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND I S OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING LELY FRO THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER NTS OR PLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYME T AND ARISI• G OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: COMPAN ADDRES PHONE RCE EXI E. i .iT \BEET ' BUILDING N h/ N 3/ o� EXISTING RESIDENCE EXISTING DRIVEWAY p ti. `` y\� N23. 28, � 00 "� 149,33. LEGAL DESCRIPTION: Qj N N / o _h / 2 I c N 30 15 0 30 SCALE IN FEET SCALE: 1" = 30' OF A PORTION OF BLOCK 60, COLONY OLIVENHAIN, ACCORDING TO THE MAP THEREOF NO. 326, AND A PORTION OF VACATED 'C' STREET, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, RECORDED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 8, 1885. OWNER'S CERTIFICATE I (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. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: JEFF HAACK EARTHWORK STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 2: FEET MAXIMUM VERTICAL DEPTH OF FILL = 2 -FEET CUT = 20 C.Y. FILL = 20 C. Y. REMEDIAL = 200 C. Y. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 1.100 SQFT INCREASE IN IMPERVIOUS AREA: 1.100 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT k;wRANCHO COASTAL ENGINEERING & SURVEYING FIELD OPERATIONS KEY MAP SCALE: 1" = 30' WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS- APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY....... ............................ - - EXIST. EDGE OF PAVEMENT. ...... EXIST. CONTOURS ............ 125 EXIST. FLOW LINE .......... ........ ......... ................ . EXIST. WOOD FENCE ............. ............................... EXIST. RAIL FENCE ............... ............................... O EXIST. CONCRETE .................. ............................... - - -- EXIST. GAS MARKOUT . . ... ... ............................... GAS PROP. BUILDING ................... ............................... / Ti PROP. PERVIOUS PAVERS OR EQUAL ......................... r PROP. CONTOUR ................... ............................... 125 PROP. BIORETENTIOR ............. ............................... cm OWNER & PERMITTEE: JEFF HAACK 2337 11TH STREET ENCINITAS, CA 92024 LEUCADIA BLVD ECINITAS BLVD SITE LOCATION: APN: 265- 354 -02 2337 11TH STREET ENCINITAS, CA 92024 OLIVENHAIN l9 20 ti0 s9 tiT 9 T� 11TH ST.� �O SITEXIM w. F0j i!� O EL CAMINO REAL SANTA FE DR EASEMENT LEGEND ❑A EASEMENT FOR ROAD AND UTILITY PURPOSES PER GRANT DEED RECORDED MARCH 29, 1962 AS FILE /PAGE NO. 52948. ❑B EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG &E PER DOCUMENT RECORDED APRIL 2, 1965 AS FILE /PAGE NO. 58574. © EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG &E PER DOCUMENT RECORDED OCTOBER 23, 1979 AS FILE /PAGE NO. 4444203. PLANNING AND BUILDING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 , SAN MARCOS, CA. 92078 D e_ ti -to, l (O K�lel� i� (760) 510 -3152 Ph / (760) 510 -3153 Fax SIGh J DATE SIGN CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS,: BUILT Z DESCRIPTION: POINT ID NO. 1020, DESIGNATED STATION NAME HORIZONTAL: N/A VERTICAL: N/A C/ AS ENC -20 LOCATION: 2.5" CITY OF ENC. BRASS DISC SET IN THE SW CORNER OF CONC. PEDESTAL FOR FIRE HYDRANT ON EAST SIDE DOU A LOGAN OF RSF RD. & 100' SOUTH OF EL CAMINO DEL NORTE. RECORD FROM: CITY OF ENCINITAS ENCINITAS SUR�CONTROL ELEVATION: 120.564' DATUM: NAVD88 RLVVIEWER INSPECTOR -K-+deR ENGINEER GfT� PREPARED UND DOUGLAS E. LOGAN CHECKED BY: DEL ENGINEERING DIVISION ROVALS 'ERVISION OF RECOMMENDED:,�(,ZtD APPROVED: DATE: U-04 M l _y R.C.E. N0. 39726 MASIH MAHER ED DEANE EXP. 12 -31 -17 ��� A T��' °�O• /�O /�O PARKS & RECREATION O.M.W.D. CO ® z CD Z N w VICINITY MAP T.B. PG. 1147 -J6 V) O(-) SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN & NOTES • CI i CD W Z U � Ud W C7 W =� Z C7 p BMP PROJECT STATUS `-`' J Q Q � ~ W 06 STANDARD PROJECT o ATE N O Ln ENCINITAS FIRE DEPARTMENT z Ln » t KJ4;; �l u.�,(� / -,� I1In lip � o co DATE SIG'N V DATE SIGN DATE Q SIGNATURE TO EXPIRE 2 YEARS AFTER DATE SIGNED Z a� CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DWG. NO. o SIMPLIFIED GRADING & DRAINAGE PLAN FOR: Z LLJ 2337 11TH STREET. ENCINITAS, CA 92024 13017 -S(; o APN: 265- 354 -02 z = SHEET 1 OF 3 W R:AProjects \7557 - Haack \7557- GP01.dwg 11/8/2016 7:40 AM CD CD Q J h I IIN N �\ N < ° 1° ZI 7 2 I o a 0 d IAICTAI I TVMr "A" NOTE: MARK OUT & LOCATE GAS. RELOCATE IF 2& NECESSARY. ° d ° APPROVED DATE BENCHMARK SCALE Z DESCRIPTION: POINT ID NO. 1020, DESIGNATED STATION NAME AS ENC -20 LOCATION:2.5" CITY OF ENC. BRASS DISC SET IN THE SW CORNER HORIZONTAL: 1 " =10' OF CONC. PEDESTAL FOR FIRE HYDRANT ON EAST SIDE OF RSF RD. & 100' SOUTH OF EL CAMINO DEL NORTE. VERTICAL: N/A RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL % ° a d ..° ° ° d Ty STR I EEr Z Q v/Q ° ° d d d a d OUTLET 3" PVC DRAIN PIPE THRU BERM PER D- �-(E) A.C. tj AS UILT p DOUGLAS . LOGAN Wim M181 _ INSPEC OR SM1� " QR- ENGINEER V t-r M N 0 z 7 O 00 / 0, ©� ' W., EXISTING LEGEND WORK TO BE DONE lD SEWER MANHOLE 1O q 12' WIDE DRIVEWAY OPENING, PER G -14. SEWER CLEANOUT O2 PERVIOUS PAVER OR SIMILAR DRIVEWAY ON GRADE, PER DETAIL THIS SHEET. STORM DRAIN ® CATV PEDESTAL - HAscIQR7_. AT &T PEDESTAL O4 INSTALL BID RETENTION PER DETAIL THIS SHEET. 6 POWER POLE O5 6" AREA DRAIN. FIRE HYDRANT 6O 4" PVC /ABS DRAIN PIPE © 1.0% (MIN.) �8 WATER METER 90 WATER VALVE VOID FILLER - 1/8" T 3/8" (NO. 8) APPROVED PERVIOUS AGGREGATE IN VOIDS PAVERS W/ MIN. BEDDING COURSE - 2" 3/8" VOID THICK OF 1/8" TO 3/8" (NO. 8) AGGREGATE p '— a _ CHOKER COURSE - 4" 2' THICK OF 3/8" TO 1/2 "�' 4" (NO. 57) CRUSHED ROCK MIN. 6" THICK -�' OF 3/4" CRUSHED ROCK SOIL SUBGRADE "X16° PCC FLUSH CURB OR DEEPENED G 1 CURB \' 1;�x' A 'may ` ` /fvv /i�ffv�f� NOTES: -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED. PERVIOUS PAVER DETAIL RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 4" FROM THE SURROUNDING GRADE 4" DRAIN PIPIE 12" MIN. ** SEE NO BELOW NOT TO SCALE -6" MINUS ROCK DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL APPROVED GRATE INLET 2 -3" HARDWOOD (MULCH 8 -12" V IP RISER ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT REC. WO✓EMfS6R Z!% owl b AS DOC. NO. ZI16'0651502 SURVEY NOTE: ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED -IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. PAD GRADING NOTE • FINISHED ELEVATIONS AROUND THE PERIMITER OF THE BUILDING FOOTPRINT SHALL SLOPE AWAY AT 2.0% MINIMUM FOR 10 -FEEL ROOF DOWNSPOUT NOTE • ALL DOWNSPOUTS WILL NOT TIE DIRECTLY INTO THE AREA DRAIN SYSTEM. DRAINAGE WILL BE TREATED BY LANDSCAPE AREA'S PRIOR TO DISCHARGE TO DRAIN PIPE SYSTEM. WEEP SCREED NOTE • BOTTOM OF WEEP SCREED TO BE A MINIMUM OF 8" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. BIORETENTION NEW IMPERVIOUS = 1,100 S.F. AREA REQ'D = 0.04 x 1,100 = 44S.F. 18" MIN. ENGINEERED SOIL *SEE NOTE BELOW -2 -3" OF 3/8" GRAVEL 2 -3" COVER DVER PIPE 3/4" CRUSHED ROCK N IN { J P ER SHEET 1 ' ] TIE 4" PERFORATED PVC TIE 4 -6" PVC PIPE TO O 4" PERFORATED Z PIPE INTO RISER STORMDRAIN SYSTEM PVC PIPE 0 Z * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP 'SANDY Lij 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% 00 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO V) U PER SHEET 1 FREE OF NOXIOUS WEEDS. c� C0 * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE CD LIJ DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. z THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED LL1 (_D BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION Z LLJ O BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. E BIO RETENTION BASIN DETAIL w J Q NOT TO SCALE Q W ENGINEER OF WORK o� RANCHO COASTAL QPpFESS /ON HEREBY CLARE THAT. I AM THE ENGINEER OF WORK FOR U ENGINEERING &SURVEYING s E. THIS PR J T AND T I HAVE EXERCISED RESPONSIBLE O N ���' oC'�'P <� Fy CHARG O'ER THE SIGN OF THE PROJECT. _ 10 5 0 10 20 SINGLE SOURCE DEVELOPMENT CONSULTANT z U z C 39726 Q O 310 VIA VERA CRUZ #205 SAN MARCOS, CA. 92078 s P 11/08/16 O' SCALE IN FEET 01V1� Ln rq a` ' SCALE: 1" = 10' (760) 510 -3152 Ph / (760) 510 -3153 Fax rF OF CAL F DOUGLAS E. LOGAN �,j � C 39726 EXPIRES: 12/31/17 Q CD WIN Z � 1W 6Y: CHECDDE 6Y: L ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DWG. N0. o JNDER SUPERVISION OF RECOMMENDED; 300 APPROVED: SIMPLIFIED GRADING & DRAINAGE PLAN FOR: CK Z DATE` A4 All 2337 11TH STREET. ENCINITAS, CA 92024 13017 -SG o CD R.C.E. NO. 39726 MASIH MAHER ED DEANE APN: 265 - 354 -02 z = DOUGLAS E. LOGAN EXP. 12 -31 -17 Ll /23/16 //,m • /(p _ ___ _ - _ L,� a- DATE DATE R: \Projects \7557 - Haack \7557- GP02.dwg 11 /8/2016 7: 43 AM 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. • NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE • FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 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 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. k 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. �— LNYiiIP..YII: ib PI N I1 =1 - '� I�II111�1III�III1- 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. EXISTING GROUND IN (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC =111 =1 11=1 1= (_111111111111111111 I— III —III —I � SILT FENCE DETAIL NOT TO SCALE 20'MIN. 8" MIN. -! PROFILE 1-1/2" CRUSHED ROCK PUBLIC RIGHT -OF -WAY PUBLIC RIGHT -OF -WAY cw STABILIZED 121 CONSTRUCTION �` r ENTRANCE d F r C e e a °e 4 v ° � ed � R�,ET N 129.31 /X / / 7 e <� Q e PLAN PROVIDE APPROPRIATE TRANSITION /O,yq` RANCHO COASTAL I' a BETWEEN STABILIZED CONSTRUCTION N da e ENTRANCE AND PUBLIC RIGHT -OF -WAY ��� JG�PS (111 �y ao ENGINEERING &SURVEYING 1 ° STABILIZED CONSTRUCTION ENTRANCE 20 10 0 20 40 C 39726 a SINGLE SOURCE DEVELOPMENT CONSULTANT d ° d ' GRAVEL BAG CHECK DAM I �+Ili�iryio • drs 72> > l 728 6 ivf(��0 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE .0 O ?// _ "T(O N / cv /� I LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE GRAVEL BAGS 119 DESILTING BASIN NOTE: o \ \ c —SILT FENCE (YTP. ) BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. i U z w cn O U V) L7 CD W zC-) _ D_ 0_ dU W O w zo �o z W J J Q Q � ~ W (n Q � O U O N _ L U rq 2: 1 ¢O D- , Ln Lij � :�i O Q z� � O � Z W LiJ Lv 2: ::7 c5 O z= W a_ PLAN PROVIDE APPROPRIATE TRANSITION /O,yq` RANCHO COASTAL BETWEEN STABILIZED CONSTRUCTION N oQpOfESS E ENTRANCE AND PUBLIC RIGHT -OF -WAY ��� JG�PS (111 �y ao ENGINEERING &SURVEYING STABILIZED CONSTRUCTION ENTRANCE 20 10 0 20 40 C 39726 a SINGLE SOURCE DEVELOPMENT CONSULTANT NOT TO SCALE SCALE IN FEET s r clvOl 310 VIA VERA CRUZ, #205 SCALE: 1" = 20' T4 Ott`' SAN MARCOS, CA. 92078 / OF CA1.\F (760) 510 -3152 Ph / (760) 510 -3153 Fax � r CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED Y: DRS CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DWG. N0. ,BY: Z DESCRIPTION: POINT ID NO. 1020, DESIGNATED STATION NAME I 9) L PREPARED ,UN ER SUPERVISION_QF RECOMMENDED: ,�QO APPROVED: EROSION CONTROL PLAN FOR: AS ENC -20 LOCATION: 2.5" CITY OF ENC. BRASS DISC SET IN THE SW CORNER HORIZONTAL: 1 " =20' VERTICAL: N/A `� `� "/ f� DATE: R.C.E. N0. 39726 ` �.M� ��tz MASIH MAHER ED DEANS 2337 11TH STREET. ENCINITAS, APN:265- 354 CA 92024 -02 13017 -SG OF CON C. PEDESTAL FOR FIRE HYDRANT ON EAST SIDE UGLA E. LOGAN OF RSF RD, & 100' SOUTH OF EL CAMINO DEL NORTE. If am 1 RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL EN GINEER DOUGLAS E. LOGAN EXP. 12 -31 -17 i t y,3 /1 6 11,.3a ,!� DATE DATE ELEVATION: 120.564' DATUM: NAVD88 R VIEWER INSPECTOR �gNl" ENGINEER ISHEET 3 OF 3 C rvf R: \Projects \7557 - Haack \7557- GPO3.dwg 11/8/2016 7:43 AM i U z w cn O U V) L7 CD W zC-) _ D_ 0_ dU W O w zo �o z W J J Q Q � ~ W (n Q � O U O N _ L U rq 2: 1 ¢O D- , Ln Lij � :�i O Q z� � O � Z W LiJ Lv 2: ::7 c5 O z= W a_