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2006-296 G (Plans)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 REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED SINGLE- FAMILY RESIDENCE 911 BRACERO ROAD ENCINITAS, CALIFORNIA PREPARED BY: CHRISTIAN AUGUST 31 2004 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 ENVIRONMENTAL NO TES; 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 11 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 10 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT C.F. _ OF CUT AREA OF CUT S.F. 126900 C.F./33945 S.F. = 3.73' WHEELER ENGINEERING PREPARED BY: , AND THE SOILS REPORT TITLED REPORT OF LIMITED EOTEC L A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES G HNlCA EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I INVESTIGATION PROPOSED SITE IMPROVEMENTS 907 & 911 BRACERO NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL ROAD ENCINITAS, CALIFORNIA PREPARED BY. CHRISTIAN PANELS /PLATES. WHEELER ENGINEERING PREPARED BY. JULY 3, 2007 , AND ALL SUBSEQUENT UPDATE LETTERS, SHALL BE CONSIDERED AS A CONSTRUCTION VEHICLES PART OF THIS CGRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFCAnONS A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED CONTAINED IN SAID REPORT SEE vfDnTE LMIk DATED Avg,. 11, 7.014 I FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE A 3. APPROVAL OF THIS PLAN DOES NOT CONST1TUIt APPROVAL OF EQUIPMENT MAINTENANCE. ALL M JOR REPAIRS SHALL BE MADE OFF -SITE. SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF EROSION CONTROL IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED CONJUNCTION WITH IMPROVEMENT PLANS. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING PERMISfiInN S HALL BE OBTAINED FOR A. 4 WRITTEid I� F r EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE Y 0 F -SITE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GRADING. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR CONSTRUCTION SIT€. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS OR A LICENSED LAND SURVEYOR. UNNECESSARILY; THEY HELP DECREASE EROSION. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND SHIELD AND BIND THE SOIL. REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (i '2) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NIT BE GRADING ACTIVITIES ARE COMPLETE. CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. WATER USAGE ST CONTROL MINIMIZED. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. WATER AGE FOR DUS TROL SHALL BE MINI I� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ON -SITE CONSTRUCTION MATERIAL STORAGE MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE GRADING CONTRACTOR AND P€RMITTEE. THE PREGRADE MEETING AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT ADVANCE BY CALLING (760) 633 -2770. FOR ALL FUEL STORED ON-SITE- 10. PRIOR ?0 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CO "JCRETE, AGGREGATE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT CITY ENGINEER MAY IMPOSE WITH REGARDS 10 THE HAULING BARRIER AROUND THE PERIMETER AT ALL TIMES. OPERATION. aI Crl n THE OR Anl TRAINING 11. UPON FINAL COM, OI.I ®F THE WORK UNDER, �H� �nv,PJG PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS PROVIDED STATING: THE GRADING UNDER PERMIT NO. XXXX -G STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. WASTE MANAGEMENT 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND UNUSED r ., ONSTRU T IOP MATERIALS. DUMPING n, c UNUSED SED OR WASTE AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UtJDER HIS SUPERVISION AND THAT BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR THEIR INTENDED USE. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH 13, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED MATERIAL. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT FROSION TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS INSTALLED. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE RECYCLING RECEPTACLES AROUND THE SITE. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY AND ALLUVIAL SOILS SHALL BE REMOVED TO SUIT SURFACE UPON WHICH THE FILL IS TO BE PLACED. IT ABLE FIRM LOOSE FILL FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND nr PORTABLE rnll erc Y f crno�in p vl NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO LOCATE AWA., FROM STV xInvRAIN INLETS ON PERVIOUS A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 SURFACES. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, ACCORDANCE WITH SPECIFICATIONS. PLACE, SPREAD, WA iTcR AND COMPACT THE FILL IN STRICT AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED aWA A. E i CONSTRUCTION 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH �,{ f .,....: .ROM SITE. SURFACES AND UNIFORM CROSS GR A DE TO SECTIONS. THE SL04*S' R~EXCP.VAT!ON.S AND EMBANKMENTS 0 �7'�YER'S CERTIFICATE SHALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THESE -FLANS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH AR€ IT 1S FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ACCORDANCE WITH THE GRADING ORDINANCE. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL THE IMPROVEMENTS. SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE GEOLOGIST ILA" BEEN OR Will B^ RETAINED TO S 11017DXIISr B.) AVERAGE DEPTH = VOLUME OF FILL OF FILL AREA OF FILL (S. F.) 126900 C.F./39067 S.F. = 3.24' 111CINIT r MAP T.B. 1148 -E4 ATOTIFIICAI IONS 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 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 633 -2770 B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT C. WATER - SDWD (800) 422 -4133 - DIG ALERT D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT E. CABLE TV - COX (800) 422 -4133 - D! ^G ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. r _. THE CONTRACTOR SHALL GIVE 2. 4 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT, OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. AS - SUIL'IS FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION' DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND AND STABILITY OF THE SITE, CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. LANDS�°e T �e CAPING KENNETH MOUZO BELVINS DATE DAVE Y.CR►zoN R.c.E.TOOra6 pq,� 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE If a 7, 0 ENCINITAS FIRE PROTECTION DIST WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL JUD S DATE CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. i S12-7 0 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL BRIAN CLAY STANTON DATE_ SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION z� I� 2 7 /CJ OF ANY SLOPES GRADED BET`NEEN OCTOBER 1 AND APRIL 15. or-JENNIFER J. ANTO!V DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE CL.1 SU PMT) SOILS Via* $ Z 2.5 CITY OF ENCINITAS BRASS DISC IN WEST °! CE 9 END OF A 1.5'x5' HEADWALL ON NORTH: END OF PIPE UNDER DRIVEWAY ON WEST SIDE OF ,,, AY DRIVE, 225 FEET NORTH OF SANTA FE nvRIZONAL N A DRIVE VERTICAL N/A _ PT NO 1034 NAME ENC -34 FLEV = 282.72 DATUM: NAVD88 P r I J 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING 100THIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT, 3. CONTRACTOR AND OvdtdER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMM!TTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, ?HEN THEY -,HALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5 MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST, BE IN FRONT OF THE PARCEL THEY ARE SERVING. SOT L q E.NGTNEER'S CERTIFICATE I, fr1aA.LWS A•CHMifI+tM A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPAL= LY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDI [LIONS PREVALENT WITHIN THIS !?E WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES 5Y _0k_ AND 7 /7101 ONE COMPLETE COPY OF THE SOILS REPORT 'COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, ALONG WITH UPDATE LETTER DATED 1LZLt_ FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS RFPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: �_jI -_-P _ --- - --- p QPOFESS /O� .�€ NO.: _20-Y ------------ - - - - --- Q 1�:s H. Cyh EXP. DATE: - PALZO003 -_ - - - -- --- - o� No.GE215 CHRISTIAN WHEELER ENGINEERING a Exp.9 -30 -09 :u 4925 MERCURY SAND DIEGO, CA 9211E1 srti �F� Fc N °PP 'FoFCauF °P 858 496-9760 (ee) 858 496 -9758 � STATEMENT O F' ENGINEER OF WORK LEGAL DESCRIPTION THE SOUTHERLY 100 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO OFFICIAL PLAT THEREOF ON -FILE AT THE SAN DIEGO COUNTY RECORDER. A. P. 258- 372 -07 SITE ADDRESS A 907 8. 405 BRACERO ROAD ENCINITAS, GA 92024 OWNERIPERMITTEE BRIAN STANTON 907 BRACERO ROAD ENCINITAS, CA 92024 760 - 845 -0675 TH€ UNDERSIGNED ENGINEER AGREES TnAT THE 'WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED :HEREIN SHALL RF IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED 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 SUFFF!CIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF 1r4Ui14 1AS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF S! ICH AGENCY AND EMPLOYt:4ENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER, BY: 8720 7 STEVEN R. JO ES DATE RCE 55124 COASTAL LAND SOLUTIONS, INC. 5G1�7w SECM STREET (WINITAS, CA 92024 IH (760) 230 -6025 FAX (760) 230 -6026 / OF i BY PLANS PREPARED IIINDER THE SUPERVISION OF DATE: $//7/07 ES E. R.C. NO. 65124 STEVE .JON EXP. 09 -30 -07 //REVit v APP, PP, - OkAkAENDED BY: DATE: 9/4f/ 07 ■ . 1 DATE: or r i ESTIMATED EARTHWORK QUANTITIES I r 'CUT) � �I 206 CUBIC YARDS EXCAVATION 38 CUBIC YARDS EMBANKMENT FILL) I� 188 CUBIC YARDS (EXPORT) II I(I �i II II II * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF i j REQUIRED RY SHALL CONDITIONS i� j CONTRACTOR SHALL JA 15fY SELF THAT ESTIWW { ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. it FARTHWORK CUANT!TIES ARE ESTIMATED FOR �I PERMIT PURPOSES ONLY. (CALCULATED ON A TriEORET!CAL BASINS. ACTUAL t,avnNTIT1ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES "RE NOT ABLE TO BE �I DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. LWEND SUBDIVISION BOUNDARY LOT LINE PROPOSED SETBACKS - - - PROPOSED CONTOURS 255 EXISTING CONTOURS - I AI:CEL NUMBED, PARCEL 2 EXISTING PROPERTY LINES -- EXISTING EASEMENT - - - EXISTING EDGE OF PAVEMENT EXISTING MANHOLE EXISTING SEWER MAIN CENTERLINE - 2:1 FILL SLOPE MAX. T T r 2:1 CUT SLOPE MAX. PROPOSED FIRE & WETLAND BUFFER PROPOSED SEWER LATERAL (SEE IP) PROPOSED SEWER MAIN (SEE IP) LIMITS OF GRADING BROW DITCH PER SDRSD D -75 PROPOSED 610 -SWALE (SEE DETAIL) PROPOSED BMP SWALE AREA TO BE PRIVATELY MAINTAINED AND NOT Es MODIFIED WITHOUT CITY PERMIT CUT /FILL LINE FLOWLINE a - -- - -- PROPOSED CONCRETE DRIVE (3' PCC/ 6" CLASS I! BASE) PROPOSED RIP RAP ENERGY DISSIPATOR �N NO 3 BACKING UNLESS OTHERWISE SPECIFIED 0 FOOT X 6 FOOT TYPICAL IN BMP CHANNEL) � �X DRAINAGE DIRECTION PROPOSED MASONRY BLOCK WALL (PER RSD C -1 UNLESS OTHERWISE INDICATED ON PLANS) PROPOSED 5 -FOOT PRIVATE DRAINAGE EASEMENT PROPOSED GRAVEL BAGS x000000 ®00(m PROPOSED SILT FENCE -X -X- PROPOSED CONSTRUCTION ENTRANCE F-1e COASTAL LAND SOLUTIONS, INC. 5}iISECOPm STREET E%INTTAS, [A 9-024 PH 1760) 230 -6025 FAX 1160) 2,30 -6026 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING PLAN FQR: A d I-IAj 907 & 905 BRACERO ROAD - P,/T "E& 296 A.P.N. #258- 372 -07 I WORK PROJECT NO.: CDP #04 -186 SHEET 1 OF Z -,..1 .J W W w N 1 O 0 a ME I o 20' Lo ' 1 I w �z2 I ol w uj C() WCZ m C) Uty tl VNj�. ! O uj j CN C-41 0 i(Qj V: rn.- W o CL LLJ n 0 M T V �adO N NN a N 'V v GRADING ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED F CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. APN: 10 SETBACK I ( I\ �s (� EX STRUCTUR I 1 ' 45 TO BE REMOVE X A7 � ap fAp cd � os VV` fY Qz'- N N DRAINS SHALL DISCHARGE THE STREET AND /OR INTO OR STORM WATER POLLUTION PLAN - PARCEL 1 & 2 GRADING NO TE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. Q I Q W APN: 258 -372-4 258 -372 -5 GRAPHIC SCALE 1" =10' 0 10 20 30 J j I APN:258 372 8 W - SECTION 2 ti ��p Ffrl�i6 MAX 1 N89 °58`14''x' 315.2 r � . � � � 181.25 ft � � - - � .�. -_-- -• _ ,.�,��. - - �. _ n: 10 �' Is _ - 134 0 ft d - ``- SETBACK -- - - - -1 -�� 2 min . I mD% STRUCTURE TO BE REMOVED 1 ( CV I I \ O 2.0% C) ° I min C) PA-9CEL I ` PROPOSED 297POD O I I I (7- At�F 44 .SQ. FT. m�� ; 3 ol ! Ie EX RESIDENTIAL STRUCTURE DG &E EASEMENT BK 3579\ PG 135 EX WALL k � -EX W LL TO � FF = 301.33 I RAC 4 -13 -1950 �0 BE REMOVED I; BE REMOVED R_OPOSED PAD \ J 1 ^ SEE S'HF -ET o f 1 C 25'` i 1 I �AIZ1 1 2 I �' I SET CK SET- I I I ,i BACK AREA 5Q. FT. LI PS}}�� ���Ct St t I I y� 3ao.o rw J� GRF�i�lN � -r�'�/ F 0 EX BE REMOVED - .. I 300.0 TIN I 4 296.79 BW 2.0% I I �d+ 297.0 BW 25 I' 2.OX min min _ r ( I SETBACK C) _ r . u 3 I �- � 3 3 a 2'.'\00' NN 2.0.x" L _---- ^^ rnrn cvao rnrn ( IEA ueLlc UTILI -- _ - -- 301.0 TIN min 3ot•t�o rw EASEMENT BK 2887' 1 Z11.60 sw I IPG.J39OF0.R. CD 29s B ew o I _ _ �i a . N WN W 15.0% ��� .0 � ��- . � - : .; � o - -� -�• - - zOvx p 7.0% S 0 - -- - - - „ N S 2 0% �. F . . �'-�i�" 1�� _ice _. �'- _._��:__ .. •.. -_-'. 'I I S W 1h i ac�oP H. N � pp fe N N o r �,, o APM,,258 -372 1 PROP F�I(E I (MAA 6 FT HIGH, MAX 4 FT HIGH 15 FT FROM PL) ✓ PROPERTY LINE EX GROUND 1.0 4.0' 1'0 16.0 LIMIT OF GRADING j ` 1.0' F ESS_r R L/I Fy II I II= + -2% I PROP PCC CURB EX GROUND V�f1 �' PROP BMP SWALE e __. -.--.- I - E 6 -INCH x 6 -INCH R-- No. 65124 M PROP PCC DRIVE _4 M III 09 3 /07 b 4 -INCH PCC /6 -INCH - CLASS II BASE X - Fed Iv SECTION 2 OF CA11F� 1 " = 10 ' HORIZ 1 " = 2.5 ' VERT 1" = 10' HORIZ 1" = 2.5' VERT REVISIONS APPROVED DATE REFERENCES I DATE I BENCHMARK SCALE C�f - ,.l 1 1T 1 T- )F A 1.5'x5' HEADWALL ON NORTH END PE UNDER DRIVEWAY ON WEST SIDE OF HORIZONAL 1" - 10' A DRIVE, 225 FEET NORTH OF SANTA FE 1034 NAME ENC -34 VERMCAL JA = 282.72 DATUM: NAVD88 PEC17 -27 -1948 _.. . r \ _ a GAI2.0% STING - E I 6 -ft-SITE FV[.Fy co 25 FF = 302.08 a - a 301. F d J O - ' -N,89 59.42 W1, 1:25f - I z 1 6.3j; - pp c 5.0%. A3 �� 296.0 1.0 „ %y 40.92% . z0% 4. 8:0 %. - ^- v 296.20`` 2920,, o ON - FG GB �. _._.. __ _ •- a E a - •o..•ft_�r -+rr -_.!� .•s - = -- �� ...i.."-1 _ , -- - -- N °89 a42 W 315.29f -a © 3�WJCDE X I` Ott o t-�v ❑g o W V>:VE'r�°►'1'kO S.E °o ow' nI AI o �wQm¢ a °at> a „ -, C.) r \ \�aW o mcvnN�4 oR1W 4� En APN: 258- 3'"y6' V O \ 1' MIN. 4' MIN. 1 MIN. rPROPERTY LINE PRoP FkgC,E 4" (MAX 6 F T HETGHT) c :`: _ c?f Mq� 2h �P FILTER FABRIC 1.67' m PROPOSED GRADE EX GROUND - PROP MOD 0-75 3° ANCHOR 20" TYPE B BROW DITCH • r�l DETAIL. GRASS LINED SWALE BMP II(� NOT TO SCALE NOTE PROPOSED BMP SWALE TO BE PRIVATELY MAINTAINED AND NOT MODIFIED WITHOUT CITY PERMIT SECTION 4 1" = 10' HORIZ 1" = 2.5' VERT 1 ORAN AY BY I opt; APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAIYWG N0. ' PLANS P EPARED UNDER THE SUPERVISION OF RECOMMENDED APPRC GRADING PLAN FOR- DATE: /7 �� BY: BY: /- 007 &� BRACERO ROADARCCI 1 & 2 296-- G R.C.E. NO. 65124 STEVEN R J NES DATE: I �/n DATE: I Z A.P.N. 258 - 372 -07 EXP. 09 -30 -07 WORK PROJECT NO.: CDP #04 -186 1 SHEET 2 0 ►c ► . 0> CL Cti FTI Lu I s IQ W �W m cr °CA: a 0 I ROO p�ir1 Oct a cWi�3 I m w N 1 O 0 a ME I o 20' Lo ' 1 I w �z2 I ol w uj C() WCZ m C) Uty tl VNj�. ! O uj j CN C-41 0 i(Qj V: rn.- W o CL LLJ n 0 M T V �adO N NN a N 'V v GRADING ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED F CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. APN: 10 SETBACK I ( I\ �s (� EX STRUCTUR I 1 ' 45 TO BE REMOVE X A7 � ap fAp cd � os VV` fY Qz'- N N DRAINS SHALL DISCHARGE THE STREET AND /OR INTO OR STORM WATER POLLUTION PLAN - PARCEL 1 & 2 GRADING NO TE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. Q I Q W APN: 258 -372-4 258 -372 -5 GRAPHIC SCALE 1" =10' 0 10 20 30 J j I APN:258 372 8 W - SECTION 2 ti ��p Ffrl�i6 MAX 1 N89 °58`14''x' 315.2 r � . � � � 181.25 ft � � - - � .�. -_-- -• _ ,.�,��. - - �. _ n: 10 �' Is _ - 134 0 ft d - ``- SETBACK -- - - - -1 -�� 2 min . I mD% STRUCTURE TO BE REMOVED 1 ( CV I I \ O 2.0% C) ° I min C) PA-9CEL I ` PROPOSED 297POD O I I I (7- At�F 44 .SQ. FT. m�� ; 3 ol ! Ie EX RESIDENTIAL STRUCTURE DG &E EASEMENT BK 3579\ PG 135 EX WALL k � -EX W LL TO � FF = 301.33 I RAC 4 -13 -1950 �0 BE REMOVED I; BE REMOVED R_OPOSED PAD \ J 1 ^ SEE S'HF -ET o f 1 C 25'` i 1 I �AIZ1 1 2 I �' I SET CK SET- I I I ,i BACK AREA 5Q. FT. LI PS}}�� ���Ct St t I I y� 3ao.o rw J� GRF�i�lN � -r�'�/ F 0 EX BE REMOVED - .. I 300.0 TIN I 4 296.79 BW 2.0% I I �d+ 297.0 BW 25 I' 2.OX min min _ r ( I SETBACK C) _ r . u 3 I �- � 3 3 a 2'.'\00' NN 2.0.x" L _---- ^^ rnrn cvao rnrn ( IEA ueLlc UTILI -- _ - -- 301.0 TIN min 3ot•t�o rw EASEMENT BK 2887' 1 Z11.60 sw I IPG.J39OF0.R. CD 29s B ew o I _ _ �i a . N WN W 15.0% ��� .0 � ��- . � - : .; � o - -� -�• - - zOvx p 7.0% S 0 - -- - - - „ N S 2 0% �. F . . �'-�i�" 1�� _ice _. �'- _._��:__ .. •.. -_-'. 'I I S W 1h i ac�oP H. N � pp fe N N o r �,, o APM,,258 -372 1 PROP F�I(E I (MAA 6 FT HIGH, MAX 4 FT HIGH 15 FT FROM PL) ✓ PROPERTY LINE EX GROUND 1.0 4.0' 1'0 16.0 LIMIT OF GRADING j ` 1.0' F ESS_r R L/I Fy II I II= + -2% I PROP PCC CURB EX GROUND V�f1 �' PROP BMP SWALE e __. -.--.- I - E 6 -INCH x 6 -INCH R-- No. 65124 M PROP PCC DRIVE _4 M III 09 3 /07 b 4 -INCH PCC /6 -INCH - CLASS II BASE X - Fed Iv SECTION 2 OF CA11F� 1 " = 10 ' HORIZ 1 " = 2.5 ' VERT 1" = 10' HORIZ 1" = 2.5' VERT REVISIONS APPROVED DATE REFERENCES I DATE I BENCHMARK SCALE C�f - ,.l 1 1T 1 T- )F A 1.5'x5' HEADWALL ON NORTH END PE UNDER DRIVEWAY ON WEST SIDE OF HORIZONAL 1" - 10' A DRIVE, 225 FEET NORTH OF SANTA FE 1034 NAME ENC -34 VERMCAL JA = 282.72 DATUM: NAVD88 PEC17 -27 -1948 _.. . r \ _ a GAI2.0% STING - E I 6 -ft-SITE FV[.Fy co 25 FF = 302.08 a - a 301. F d J O - ' -N,89 59.42 W1, 1:25f - I z 1 6.3j; - pp c 5.0%. A3 �� 296.0 1.0 „ %y 40.92% . z0% 4. 8:0 %. - ^- v 296.20`` 2920,, o ON - FG GB �. _._.. __ _ •- a E a - •o..•ft_�r -+rr -_.!� .•s - = -- �� ...i.."-1 _ , -- - -- N °89 a42 W 315.29f -a © 3�WJCDE X I` Ott o t-�v ❑g o W V>:VE'r�°►'1'kO S.E °o ow' nI AI o �wQm¢ a °at> a „ -, C.) r \ \�aW o mcvnN�4 oR1W 4� En APN: 258- 3'"y6' V O \ 1' MIN. 4' MIN. 1 MIN. rPROPERTY LINE PRoP FkgC,E 4" (MAX 6 F T HETGHT) c :`: _ c?f Mq� 2h �P FILTER FABRIC 1.67' m PROPOSED GRADE EX GROUND - PROP MOD 0-75 3° ANCHOR 20" TYPE B BROW DITCH • r�l DETAIL. GRASS LINED SWALE BMP II(� NOT TO SCALE NOTE PROPOSED BMP SWALE TO BE PRIVATELY MAINTAINED AND NOT MODIFIED WITHOUT CITY PERMIT SECTION 4 1" = 10' HORIZ 1" = 2.5' VERT 1 ORAN AY BY I opt; APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAIYWG N0. ' PLANS P EPARED UNDER THE SUPERVISION OF RECOMMENDED APPRC GRADING PLAN FOR- DATE: /7 �� BY: BY: /- 007 &� BRACERO ROADARCCI 1 & 2 296-- G R.C.E. NO. 65124 STEVEN R J NES DATE: I �/n DATE: I Z A.P.N. 258 - 372 -07 EXP. 09 -30 -07 WORK PROJECT NO.: CDP #04 -186 1 SHEET 2 0 ►c ► . r A `� 'PRO � T DETAIL L '� N CONTROL P � b-L 1 ! EROSION CONTROL Y-�,% 1, IN CASE EMERGENCY WORK IS REQUIRED, CONTACT \ BRIAN STANTON (619) 341 -0675 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ` AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED ` WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES, TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER >` AFTER EACH RUN OFF PRODUCING RAINFALL.I 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 55 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE 1! 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. a 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) r ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. �� t �i�l I� ►► - vier FILTER FABRIC - J _ WIRE _ DETAIL SILT FENCE NTS NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE COARSE AGGREGATE FILTER FABRIC as a <a 11' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A —A e °a e a 0 A C a 4 a a a a A a $ a a a Ld a a a H e Q a a V q a e Q a a en � ° a4 Q d e ad a A 19' RADIUS �A MIN. 50' MIN RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GAP BETWEEN BAGS CONSTRUCTIO N ENTRANCE ACTS AS SPILLWAY DETAIL GRAVEL BAGS NTS NTS ORIGINAL GRADE WIDTH AS REQUIRED TO ACGOMODATE ANTICIPATED TRAFFIC 1 ": x o. 4E' I E i § ! i a j EX m EE STRUClo i e�sea i a �m o , /� - 1 s ; Faq assrPO� of f �aa t �• I >iyr , min Ex w.AU . ! ! EX w ro 1 j ( se's w cr M. cnr }. e ev�rI- \ D RE R.ldOIFR rY\ + !C Y35 I v, BE R a�a !r ( 1 i c -: -she PROMISED PAC I er AREA e 17 o — 1 , TOEREWOVE xxia awry ass,as I 2. } 1/ 2511 sE R.ua�v 2aza awry ' aR } SF-TBA ! m.n .m =m; a ai ' n `m \ �gOg Z---- =-°° -° t 3DE1 itti EX a4 uTZL . a yy� N m!n f lAJG6.G{Aw' } EkS�tl { &K 2Z8 PO �s�O O.R. Lox EMSTWO 111 Rera3rrlr•ai WIN -v GARAGE y ? E r. r 0 i 'r l i:. — k - a a 2e5 2iri F ! .. � ,.i.8 m1kommmmoYs�Ttr�fc' Iff GRAPHIC SCALE 1 " =20' `R0 SION FONT 0"L PLAN PPUEL 1 & 2 0 20 40 60 IWSINN�ll ml REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE JPC JPC L;K APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT 5 CITY OF ENCINITAS BRASS DISC IN FOR: CL. I'5UPsHE&- 5 Z ! WEST PLANS P €PARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN � END OF A 1.5'x5' HEADWALL ON NORTH END — L!1 I' • 06 ce 0118 OF PIPE UNDER DRIVEWAY ON WEST SIDE OF HORIZON 1" 20' DATE: /7 07 BY: BY: BONITA DRIVE, 225 FEET NORTH OF SANTA FE 907 ��� ERACERC ROAD DAitA�A_' 1 2 DRIVE uj Lf rm jl l VERTICAL NIA STEVEN JONES R.C.E. NO. 65124 DATE: ! f' / �/� 7 DATE: l /� /O 2_ PT NO 1034 NAME ENC -34 -/ / - -�F�� !R A.P.N. 513 —�7� 07 ELEV = 282:72 DATUM: NAVD88 EXP. fl9 -3fl —fl7 WORK PROJECT ii0.: CDP '04 -186 ASTERLY ROPERTLY INE ROPOSED �/ %vii DITCH DRAWING 1AM 296® SHFET 3 0 y Q 0 d J W t 4 r T E2'5 a 'm 7 AP PRO, qETAINING o , /� - 1 s ; Faq assrPO� of f �aa t �• I >iyr , min Ex w.AU . ! ! EX w ro 1 j ( se's w cr M. cnr }. e ev�rI- \ D RE R.ldOIFR rY\ + !C Y35 I v, BE R a�a !r ( 1 i c -: -she PROMISED PAC I er AREA e 17 o — 1 , TOEREWOVE xxia awry ass,as I 2. } 1/ 2511 sE R.ua�v 2aza awry ' aR } SF-TBA ! m.n .m =m; a ai ' n `m \ �gOg Z---- =-°° -° t 3DE1 itti EX a4 uTZL . a yy� N m!n f lAJG6.G{Aw' } EkS�tl { &K 2Z8 PO �s�O O.R. Lox EMSTWO 111 Rera3rrlr•ai WIN -v GARAGE y ? E r. r 0 i 'r l i:. — k - a a 2e5 2iri F ! .. � ,.i.8 m1kommmmoYs�Ttr�fc' Iff GRAPHIC SCALE 1 " =20' `R0 SION FONT 0"L PLAN PPUEL 1 & 2 0 20 40 60 IWSINN�ll ml REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE JPC JPC L;K APPROVAL CITY OF ENCINITAS ENGINEERING DEPARTMENT 5 CITY OF ENCINITAS BRASS DISC IN FOR: CL. I'5UPsHE&- 5 Z ! WEST PLANS P €PARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN � END OF A 1.5'x5' HEADWALL ON NORTH END — L!1 I' • 06 ce 0118 OF PIPE UNDER DRIVEWAY ON WEST SIDE OF HORIZON 1" 20' DATE: /7 07 BY: BY: BONITA DRIVE, 225 FEET NORTH OF SANTA FE 907 ��� ERACERC ROAD DAitA�A_' 1 2 DRIVE uj Lf rm jl l VERTICAL NIA STEVEN JONES R.C.E. NO. 65124 DATE: ! f' / �/� 7 DATE: l /� /O 2_ PT NO 1034 NAME ENC -34 -/ / - -�F�� !R A.P.N. 513 —�7� 07 ELEV = 282:72 DATUM: NAVD88 EXP. fl9 -3fl —fl7 WORK PROJECT ii0.: CDP '04 -186 ASTERLY ROPERTLY INE ROPOSED �/ %vii DITCH DRAWING 1AM 296® SHFET 3 0 y Q 0 d J W PARCEL 3 3/4" ROUND ROCK rrcuru to u Ncrctlt zao.zz 1 *BIORETENTION "ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP "SANDY e4.'DRIVE AY PE DRS G -14A , g \ 3.9 2.0% PROPOSED MASONRY RETAINING MAINTQv AiI AGR�t -Wr r rom �SgACK LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN z ° �— GFF= 286.00 WALL PER SDRSD C -4 1Jn/COn/� T�oL 4No NON - J 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL TRENCH RE URF�C PAD= 285.33 ° I Ij ROPOSED BROW DITCH 12" ST�uC7u�1_¢i1NK(16NT z84 I I I I °m * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED VINYL PE CITY F za s a 286.30FL DE_P-ER�DRSD- - I I TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN ° lx,ll q•` bFS 286.00FS RDED �1��6 2D15 A5 gW } I FENCE w o ENCINITAS TAND D A �o A ea a \ sa.a THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON Z84. l9 TYn D oCVMEn/T ND , 'LUl ^ o Z 8 2195 a s o ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY THE SURFACE AREA OF DISTRICT T NSTA -INCH ho86 s=EI I ° '�' 84.7 � THE BIORETENT1oN BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT COPPER WAWA L AND 6422 N �. asssl zse.a o BIORETENTION BASIN FOR IMP DUAL METER P -09 s II 286.00FS WC -17 AT WNER' E PENSE c yy PR:8IlPtR OU PAVERS yS°1° 'l 286.49FS a PARCEL 2975 z REQUIRED AREA = 4.0% X 3,090 SF (IMPERVIOUS AREA) = 124 SF ;A3 fi �c ow 2 4. z 4.z I u? I I .. _ .. 2.07. °I 2.0% i I n n A '7 n 7 P,, 7 Fs I PARCEL 2 PROPOSED AREA = 125 SF tk No.CO70066 IN EXP.09 /30/16 clv1� o gTFOFCAUFO� GRAPHIC SCALE 1 " =10' 0 10 20 30 ESTIMATED EARTHWORK QUANTITIES 850 CUBIC YARDS EXCAVATION (CUT) MAX HEIGHT.-6.6' 0 CUBIC YARDS EMBANKMENT (FILL) MAX HEIGHT-.0.0' 850 CUBIC YARDS EXPORT* 120 CUBIC YARDS REMEDIAL * ESTIMATE DOES INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). ENCUMBRANCES: EXISTING ENCUMBRANCES LISTED BELOW ARE PER PARCEL MAP NO. 20363. A PRELIMINARY TITLE REPORT SHOULD BE REVIEWED PRIOR TO ANY PLANNING OR CONSTRUCTION TO DETERMINE WHETHER ANY OTHER EASEMENTS OR RIGHTS EXIST. INDICATES EXISTING EASEMENT GRANTED TO CARDIFF SANITATION DISTRICT ❑ C ON FEBRUARY 24, 1966 AS FILE NO. 32542 OF O.R. INDICATES PRIVATE SEWER EASEMENT RESERVED PER P.M. 20363 FOR THE BENEFIT OF PARCEL 1 ts COASTAL LAND SOLUTIONS, INC. INDICATES PRIVATE DRAINAGE EASEMENT RESERVED PER P.M. 20363 FOR THE ENgNSTA�S,JCSTREET 2 2 BENEFIT OF PARCEL 2 FAX(760)223300 -6026 3M INDICATES SEWER EASEMENT DEDICATED PER P.M. 20363 CLS #205GP2 REVISIONS APPROVED DATE REFERENCES NEW SHEET Lo 0 M FENCE NOTE: THE EXISTING 6 FOOT TALL FENCE SHALL BE LOCATED AT LEAST 2 FEET FROM THE BACK OF THE PROPOSED RETAINING WALL R/W R/W 1 55, I I 29 _ Me, 290 20' 20' I 15' 15' 5' T 12' 280 n 300 290 NOTES: 1. THE EXISTING SURVEY MONUMENTS PER PARCEL MAP 20363 SHALL BE REFERENCED ON THE GRADING PLAN AND SHALL BE PROTECTED IN- PLACE. 2. BMP SWALE PER 296 -G ALONG SOUTH OF DRIVEWAY SHALL BE CONSTRUCTED ALONG WITH THIS PERMIT. SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT MAT IF APPLICABLE 6" MIN. ENGINEERED SOIL *SEE NOTE BELOW 2" MIN. 3/8" GRAVEL 16" MIN. 3/4" CRUSHED ROCK *'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. VEGETATED SWALE N.T.S. CAUTIONI EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN, SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. FIELD OPERATIONS 2% 2% 2q I 0 +85 1 +00 1 +2580 -.- — �— SI DATE SEX. CURB AND GUTTER EX. M, PR. 6" CURB SIDEWALK AND GUTTER PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT EX. AC BERM 4" THICK AC PAVMENT OVER TO BE REMOVED OVER 6" CLASS II BASE STREET SECTION — BRACERO ROAD (NTS) SIGN DATE SIGN DATE SIGN D' ATE DATE BENCHMARK SCALE DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN WEST END OF A 1.5'X5' HEADWALL ON NORTH END OF PIPE UNDER DRIVEWAY ON HORIZONAL 1" = 10' WEST SIDE OF BONITA DRIVE, 225 FEET NORTH OF SANTA FE DRIVE PT NO 1034 NAME ENC -34 VERTICAL N/A ELEVATION: 282.72' DATUM: NAVD88 Nov✓ j'H EET- BMP PROJECT STATUS STANDARD SIGNATURE EXPIRES TWO YEARS AFTER DATE SIGNED SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DVC JAF SCE PLANS P RED UNDER THE SUPERVISION OF RECOMMENDED I APPROVED GRADING PLAN FOR: DATE: 10 -2 -14 Afd S/25�1 R.C.E. N0. 70066 MASIH MAHER r GLENN PRUIM DATE 905 BRACERO ROAD - PARCEL 1 DAVID V. CARON PUBLIC WORKS DIRECTOR EXP. 9 -30 -16 DATE WORK PROJECT NO.: 14 -057 CDP 296 -G APN #256- 372 -071 SHEET 4 OF 4 A NEW SHEET L L V_ L F- c U L �J d U C C FENCE *T =Z91.7L BROW DITCH S =286.4 TF= 6.04 PROFILE.-&-cflon VERTU 1 °_ ' 300 290 NOTES: 1. THE EXISTING SURVEY MONUMENTS PER PARCEL MAP 20363 SHALL BE REFERENCED ON THE GRADING PLAN AND SHALL BE PROTECTED IN- PLACE. 2. BMP SWALE PER 296 -G ALONG SOUTH OF DRIVEWAY SHALL BE CONSTRUCTED ALONG WITH THIS PERMIT. SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT MAT IF APPLICABLE 6" MIN. ENGINEERED SOIL *SEE NOTE BELOW 2" MIN. 3/8" GRAVEL 16" MIN. 3/4" CRUSHED ROCK *'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. VEGETATED SWALE N.T.S. CAUTIONI EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN, SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. FIELD OPERATIONS 2% 2% 2q I 0 +85 1 +00 1 +2580 -.- — �— SI DATE SEX. CURB AND GUTTER EX. M, PR. 6" CURB SIDEWALK AND GUTTER PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT EX. AC BERM 4" THICK AC PAVMENT OVER TO BE REMOVED OVER 6" CLASS II BASE STREET SECTION — BRACERO ROAD (NTS) SIGN DATE SIGN DATE SIGN D' ATE DATE BENCHMARK SCALE DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN WEST END OF A 1.5'X5' HEADWALL ON NORTH END OF PIPE UNDER DRIVEWAY ON HORIZONAL 1" = 10' WEST SIDE OF BONITA DRIVE, 225 FEET NORTH OF SANTA FE DRIVE PT NO 1034 NAME ENC -34 VERTICAL N/A ELEVATION: 282.72' DATUM: NAVD88 Nov✓ j'H EET- BMP PROJECT STATUS STANDARD SIGNATURE EXPIRES TWO YEARS AFTER DATE SIGNED SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DVC JAF SCE PLANS P RED UNDER THE SUPERVISION OF RECOMMENDED I APPROVED GRADING PLAN FOR: DATE: 10 -2 -14 Afd S/25�1 R.C.E. N0. 70066 MASIH MAHER r GLENN PRUIM DATE 905 BRACERO ROAD - PARCEL 1 DAVID V. CARON PUBLIC WORKS DIRECTOR EXP. 9 -30 -16 DATE WORK PROJECT NO.: 14 -057 CDP 296 -G APN #256- 372 -071 SHEET 4 OF 4 A NEW SHEET L L V_ L F- c U L �J d U C C