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2008-1000 G (Plans) : 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE STORMWATER POLLUTION CONTROL BMP NOTES (PART A) RELATIVE TO CONSTRUCTION ACTIVITIES Owner Name: RAYMOND & DIANE TRIGG SMOOTH SURFACE AND UNIFORM CROSS SECTION, THE SLOPES OR EXCAVATION AND Addreas:272 SEEMAN DRIVE, RIGHT OF WAY NOTE O OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING EMBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE CONCRETE WASHOUT ENCINITAS, CA. 92024 D DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, Phone: 760-753-0271 OR 858-705-0190 r WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE m PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, SITE ADDRESS: Cf� n AND DOUBLE PE PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. -FN O SITE m KNOW WHERE HIS/HER PROPERTY LINE IS. TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING STUCCO, LA ORDINANCE. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. Project Address: 272 SEEMAN DRIVE, > -y DRAINAGE NOTE: ENCINITAS, CA. 92024 (fi N O 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE CONSTRUCTION SITE ACCESS APN: 259-131-13 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO LEGAL DESCRIPTION: THE EASTERLY 232 ' M t FOR A MIN. OF 5 FEET AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT ET OF THE NORTHERLY 70 FEET OF THE '� rn LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. APPEARANCE FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL WEST HALF OF THE SOUTH HALF OF THE MANGO SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE PANELS/PLATES. NORTH HALF OF THE SOUTHEAST QUARTER VIEW DR. UTILITY NODE: DISPOSAL OF ANY SUCH MATERIAL. OF THE NORTHWEST QUARTER OF THE NORTHWEST ,9 BLVD. B. NOTIFICATIONS CONSTRUCTION VEHICLES QUARTER W SECTION 14, TOWNSHIP I SOUTH, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. RANGE 4 WEST, SAN DIEGO STATE MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ` 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES ACCORDING TO UNITED STATES GOVERNMENT SURVEY WORK TO BE DONE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE APPROVED APRIL 19, 1881 . ENCINITAS BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON OFF-SITE. OWNER'S CERTI 3030' ± A. GENERAL THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FICATE MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT EROSION CONTROL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER VICINITY MAP SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN OF SAID UTILITIES OR STRUCTURES PRIOR EROSION ' STANDARD OWNERS ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND N,�S W CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM COMMENCEMENT OF WORK: ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. STABILITY OF THE SITE. SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR A. SEWERS - CSD - (760)-633-2770 INSPECTION. B. GAS & ELECTRIC - SDGE - 760 -438-6200 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING DATED ( ) WET WEATHER. 2. THE SOILS REPORT TITLED "SITE INSPECTION° AND UPDATE TO SITE C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 SIGNATURE: " D. TELEPHONE - S8C BELL - (760)-489-3411 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR Raymond L. Trigg Trustee Diane Trigg Truss INSPECTION PREPARED BY SOIL TESTERS, DATED FEBRUARY 23, 200'$ AND E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. JdN� ert61 RESPECTFULLY, PROJECT# 1147E6-08 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN Trustees for the Raymond D �,rc� Trigg Trust dated Nov. 25, 2003 ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALT_ BE CONDUCTED IN SAID REPORT. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS SOILS ENGINEER'S CERTIFICATE UNNECESSARILY; THEY HELP DECREASE EROSION. TE APPROVAL OF SIZES 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: I, JOSEPH C. SMYTH, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE T OF INSPECTION WILL BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT" 760 BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN ( ) FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL SUBJECT TO REJECTION AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. OF THE SOIL CONDITIONS PREVALENT WI41coAMMENDATIONS,T IS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. REMOVAL. FEBRUARY 23, 200;' AND UPDATED ON O . ONE COMPLETE COPY OF THE SOILS REPORT D. EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION, AND GRADING ACTIVITIES ARE COMPLETE. COMPILED FROM THIS STUDY, WITH MY HAS BEEN SUBMITTED TO THE OFFICE OF 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN GRADING. 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RAYMOND TRIGG AT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO (760)-753-0271 , 24 HOURS. THE GRADING PLANS AND SPECIFICATIONS ON-SITE CONSTRUCTION MATERIAL STORAGE __ _ PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SIG OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL EXISTING PRIOR TO GRADING. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT RCE NO.: 2165 SHALL BE STOCKPILED ON SITE ON OCTOBER 1 . AT CONVENIENT LOCATIONS TO SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS o 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL EXP. DATE: 9-30-2009 PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. NO. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND ExP si/p 30 REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE JOB #: 1147E6-08 SURVEYOR. APPROVAL OF THE ENGINEERING INSPECTOR. 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 Company: SOIL TESTERS ` 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED Address: P.O. BOX 1195, LAKESIDE, CALIFORNIA 92040 DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER Phone: 619-443-0060 TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RAINFALL. AT ALL TIMES. REGULATIONS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY TRAIi+tING STATEMENT OF ENGINEER OF WORK 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR _ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ATPRECAUTIONS BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN RECOGNIZED HOLIDAYS. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAZARDOUS CONDITION. THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR I HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY WASTE MANAGEMENT REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS tai I INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN PR EPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL Q INSPECTOR THE PENGINE E MEETING SHALL BE SCHEDULED WITH THE CITY AT SHALL BE INCORPORATED HEREON. SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION N LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, I 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO OWN SHALL BE IN PLACE AT THE END OF NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND NEGLIGENT ACTS, ERRORS, OR OMISSIONS F THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN ACTING WITHIN THE COURSE AND SCOP OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. WORK PERFO Y E GINEER. REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH STRUCTURES LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN 10 RAINFALL. STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY � 10 HAULING OPERATION. TRASH MATERIAL. SAN DIEGUITO WATT DISTRICT NOTES; BY: DATE: 11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT _ I MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT Q 0 FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND Bruce MacFarlane R.C.E. 2 06 Exp.3-31-2010 r v PRIOR T / 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN ? , } AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF company: ALTA VISTA ENGIN ING 2, "' Z PERMIT NO. 1000-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION QI�t WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED OF THIS PROJECT. Address: 2077 Loch Lomond Highlands, VISTA, CA. 920 AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151 . Phone 60-758-3955 V SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. THE SITE. 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL ` EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS . �, X31 COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DISTRICT. SURFACES. e--B ��� �'� �� Pop$ W AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON cAttl.3%A0,o GA 9ZO08 COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUS 7160 �- -17.0 - 009 b dp AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE �: atT sk p OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST INTENDED USE. MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT R' a 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SPENCER-LUEY SURVEY. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL EXPENSE. 5-11-09 r- Tr� CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR ENV4R0 ENTAL DATA R of S 20494 FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT 4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING WATER 1) STEEPEST EMSTING NATURAL SLOPE ON-SITE = 5 : 1 EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SERVICES. 2) MAXIMUM VERTICAL DEPTH OF CUT = 3.5' DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3) MAXIMUM VERTICAL DEPTH OF FILL = 3.5' 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS 4) AVERAGE DEPTH OF CUT = 2O5 C.Y./3985 S.F. x 27 = 1.4 FT IMPERVIOUS AREA: 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. BMP Project Status: 5) AVERAGE DEPTH OF FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION, ALL = 165 C.Y./34$5 S.F. x 27 = 1.3 FT 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4844 SQ FT VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. EARTHWORK: STANDARD IMPERVIOUS AREA AFTER CONSTRUCTION: 4496 SQ FT CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. CUT = 2fl5 C.Y. FILL = 165 C.Y. REDUCTION IN IMPERVIOUS AREA: 348 SQ FT LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SHRINIGAB;E = 40 C.Y.(INCLUSl#VE OF REMEDIAL)= BALANCED JOB NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF REMI=DIAL = 300 C.Y. (3' REMOVAL AND RECOMPACT UNDER AND 5' OUTSIDE OF STRUCTURE) SEE IMPERVIOUS SURFACE TABLE SHEET #2 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. AS .IL-l' PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS DR/CDP PERMIT NO. 06-185 C D P SPECIAL USE PERMIT NO. N/A Gq ': �r TENTATIVE MAP N0. NSA BY: DATE: BY: DATE: BYE DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE: Li BENCH MARK SCALE SPECIAL DISTRICT NoText _ m I , CONST UCTION & SITE MANAGEMENT (COUNTY OF SANDIEGO BMP's) I � j I � •I I � i �I I � � �INlG�WATEd TES" F - 12" ADt �f TO GRAD ) I � � s \ \ \ \ ! I EXISTING DRIVEWAY RVEY \ \ r \ \ i I I NUM ERV�ED \ s I - �A, N 880 52'4" W 232.00 ' t li ( ( I I ~ , _ . /C d \ \ i 8 I i 7 10' GRAVEL PATH \ I I I • T x 'RAVEL PATH I - I I a W W ( T(%{ 1 �� .I \ \ _ DIRE T FLAW LIME Q G 1 10'GRAM EL PA H � ( a I W W .. WP OP ALL .� N:T:S. ( TO L , LINE OF TURF sWALE I J •( NOTES: 1.SOILS TO BE 90%RELATIVE COMPACTION. a I 4a W W `, I\ 2.MAINTAIN 2%MINIMUM FLOW LINE SLOPE. 1 � AtTERN,A1?iV•E AND SUPPLEMENTAL MEASURES �\ \\ \ + + ( I I W-„ t W W W W• 5 I \ CD 32B CALTRANS Stour!Water Quality`Handbooks �Q... - 1 Q d.. I �' © W W W • 1 ESC 31 California Storm Water BMP Handbook for Construction 3 1 I PROPOSED ° a 4 4 a W \ ISHED TO BE I � dWW + t { HCI a i � W IW • o I 1 REMOVED \ , / 1 / % I V.s ,/ N , .,� . '. . .. W W W `.' i \• Ar .� o I ® SILT F-ENCE,STAPLE O € �'•Y m �. . ) i \ �Qw, w TO WOOD STAKE 11 _ a -.__..) StB TO BE M m W . ` 1 t FF=337.5 \ 40 W W W W . ov , : y EXCAVATE 4 a 4 RENI VEI3 ( -.W W(• W • W • W -FJ. Ff I''' 'J -. Rt3=.33`6 w' ::,-.,.. •." LI . ., N TRENCH,LAY SILT --WOOD STAKE 1 I - : ` .-. FENCE°I o I \\ 10'GRAVEL P TH W W W I 3 .8 RG F \ `a. ' cC"I I Uj of T ENaN AND - - I W W . W I p ` \ ` .�f I COMPACT BACKFILL .. O I ( W . + . W W .� r \ 1 I^'�, W _ :. W -., •,:I."1' I NATURAL GROUND I ,•1 I I +W W W W • W W W \I \ Q y t - \ p`'1 m` i I I - W • A FS 337.2, . ' \ PCB ,LTATIQN BASIN / t SANDBAG o I EXISTING GARAGE=327.06 °I as d . W . ' , W .W o\ 1\° • • • . 4 QCI'P (NCE O Y W W DAM _... _.. • I` �p� W CHECK a ( <� Q. I • W\ fj " \ 2r I Yy I 1 \ d a . W . W W . 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W W �A ANGLED 2'UP SLOPE. 2,FORM TO DIRECT WATERS OVER SPILLWAY I f _ p -t^.5..' g,_, .....T. 2 .A-...Y.:'_1' 5....,...z ...Y-...,°::��.::::. .z_....z.......i....... ......z...... ........__... .S..y....x_._7.......< :,.., _ , a 4 W �............._,.........A...,..___1.... "I-J_....1. 3 -,..:... Y Y �.......,. ,C, _i..._,. ... E EN SANDBAGS AT DISCHARGE •. � d . ,'. _ ..... Y ...7:.....Y._.....z_......_.,.z....,.^........._"T. _.a.._...^_..,._a... ..a....__..,. .,....s .....1 .. ... . .. .......X ... ...,..�....Y..yZ. v� W W PERFORM SILT 3.PROVIDE 1"GAP BETW \ CA........ Y. ..z...„........z..„_.Y Y_.i: ... ...... ( . z ?. . .._ _ T. `1';`wi `:Y z.. x.: _s. 3.INSPEC T AFTER RAINFALLS AND PERFO i W WT _Y..,.._i.. A.. .x...,. x. T 5................... �...... W W I -..:... � ,. .3.. _!__;._.:._.. �}} ._�. .. .. , ,,,'...Y,,,...Y_„::X::.M °.T-....._....r...:.5.�..: ...5...._�.. ^.. ...[.....L POINT IN TOP LAYER FOR SPILLWAY. e ��pp \,., \ �y :..r. .........L.. .1.v.... _A: ...A..rv..ri .t J a..A....._ RI1.. REMOVAL ANO MAINTENANCE. I -. q. • ..W r ...5.._.z. ..7.. .S. .z. ...i... .. % .c _.,._...I_ _!_..Y,i ,;...._. .�. }" . .�.. I \ J Y --5- "•^"-""Y--" " ---"i- """"'•" ' I Y. -p.: W 4. INSPECT AND REMOVE SEDIMENTS PERIODICALLY. \ a W \.. .. .W . .. r..'. �.,_1. ..T......T...._. ....T. _5..,:._1......L.......':..,.7........f.. ..a.....:. .......S.,..:.. ..i .. c....... .. ......I t .. z...r_7�����...,.!...._z.. .: ..i . - 5.....5.. ... W _. .... . \ 4.TO BE INSTALLED ON NATIVE OR FIRM GROUND. .. _.__ .__ '�\ .:........L......L.....,�t,�,���, ' . .. L.....A......t.. .i.. z. L..- -t ...5... ..L....z......1._ a.....,.i.. . .. ....i.. ...Y ..1_....z..''':C... _....L.....z......Y...z.S.. .Y Y: ... 'Y.. W •• V • W W • W W '.' . .. .........i....�:Y..._I' ..5.....S.. ..X.. ...x.. .e....,...s... T...z....,...x......b.....z...y_T",.,.T_ _. ._....Z.;..T ,.S_._S..x...T..._.:L...:_T_ .,... .,. ....1......._, 'i ..:.7.......7.. ._. _.:- -. ,..:.r.._ � i SUPPLEMENTAL MEASURES ALTERNATIVE AND SUPPLEMENTAL MEASURES ALTERNATIVE ANDSUPP •- I I I ,VFW W • W • ' 1W:_sy.:....^ '.. ?.t..;"".µ=- - - ` • • WI W + " ' CD36 CALTRANS-Storm Water Quality Hardbooks CD 328 CALTRANS-Storm Water Quality Handbooks on 5 , ESC 50 California Storm Water BMP Handbook for Construction CA 31 California Storm Water BMP Handbook for Construction ) � ' •��..�_� ��'^���^�� � \\ % � ._ SL W,'S•Y• �Y W W � W W W ♦ W ♦ W V W 'Y � §� O I u C BONDED FIBER MATRIX 1 Fl f N $ ' S2' 45° VV 232.00 I i - �^ `R=20' A SANDBAG HYDROSEED MIX D€SILTATION AND/OF £ Q II ` i ` m I I �\ I ? -f/ BASIN le SLOPE PLANTING " 7 ( I ( ( I blbl APN: 2q9 - 13Y - 25 �� I \�I 2e� 16' SECTION AA �N: 25j - 131 - 12 � I - 343 2 8 ; N 0 q y� !\ 1 r- Q - a25' A E3""t- 3 I ;` A �I I '` y 3, m '!\\ X 0 3Ur NOTES: -.. N.T.S. [ I I w 1.USE BONDED FIBER MATRIX(BFM) @ ©���}}�.E 2 APPLICATION 3500 LBS./ACRE,MIN.2:1 OR FLATTER SLOPES. - , . . , ., ,,;, EROSION ZVNTROL AN •� . :, I"° 4000 LBS/ACR€FOR SLOPES STEEPER THAN 2:1. I . , ,:: ,_,.: . . . . � �� }�!�'� � �`��-�'�1' L�t...� }�� -., .. ,-, 760-763-0271 � /J�d!.� .. 3.BFM TO BE APPLIED PRIOR TO RAINFALL. � T 1lTt!1CiElENT PRACTICE I� {c" YD 1. IN CASE EIUIERGENCY WORK IS REQUIRED, CONTACT RAYMOND TRIGG AT - N.T.S. 4.PROVIDE 100%COVERAGE. " �a�"l:�"A�• . NOTES. 5 BFM MUST B€INSTALLED IN CONJUNCTION WITH SEEDED £ ,> . ,... .. . . ,_ - _: r; ..._ ..-. .- T USE COURSE AGGREGATE OR GRAVEL 6"MINIMUM , . :. . A TOR11r1WATER DE�uCIkPTiQN ,. , PT ,N . TAIL GALTRAN� G � � , , HALL BE MADE AVAILABLE AT ALL EROSION CONTROL VEGETATION. DETAIL CALTRANS GA�TO1�itf1WATER DfSCRI Ifl R'� . _ ._ 2. E QUIP-ME•N�"AND WORKERS FOR E�/IER�sENCY WORKS THICKNESS. E "- "-- MATERIALS - STOCKPILED, •.' °-° � LETTER FROM HYDROSEED CONTRACTOR CERTIFYING THAT ` OR NOTE SEE NOTE 1 SEE NOTE 2 ,, RING ;, ALL NECESSARY MATERIALS SHALL BE ON S1TE AG s.A OR NOTE SEE NOTE 1 SEE NOTE 2 TIME'S DURING THE RAINY SEASON•A _ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 2.SLOPE ION To DRAIN AT 2%MINIMUM TO SANDBAG DESILTATION BASIN. THE BFM HAS BEEN INSTALLED IM ACCORDANCE WITH 3.PROVIDE WATER SOURCE TO WASH WHEELS IF PRESCRIBED APPLICATION RATES AND COVERAGE SHALL BE OA SS-9 BERM NOTES WHEN RAIN IS IMMINENT. NECESSARY. SUBMITTED TO INSPECTION FOR APPROVAL. .fr*0*AWJ"war-ML. 40 ALTL-RNATIVE AND SUPPLEMENTAL MEASURES ALTERNATIVE AND SUPPLEMENTAL MEASURES - SWALE 1.SEE CALTRANS STORMWATER QUALITY HANDBOOK S SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL B SS 9 3. DEVICE O AND SUPPLEMENTAL MEASURES s=f .' _ CD 29A CALTRANS-Storm Water BM Quality Handbooks ESC CALTRANS-Storm Water Quality Handbooks g i (ALTERNATIVE ) OF THE ENGINEERING INSPECTOR. C SS- 10 ESC 40 ENERGY DISSIPATOR & � S r CA 24 California Storm Water BMP Handbook for Construction ESC 11 California Storm Water BMP Handbook for Construction O 2.SEE CALIFORNIA STORMWATER BMP HANDBOOK FOR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER )k Felt SC-1 ESC 50 SILT FENCE CONSTRUCTION (ALTERNATIVE AND SUPPLEMENTAL MEASURES) TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 8-3 O SS-4 ESC 41 GRAVEL BAG BASIN 3.SEE ENCLOSED EROSION CONTROL NOTES. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS AMY BE O REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR O SS-3, SS-4 ESC 10 HYDROSEEDING UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. I O SS -4 ESC 11 FIBER MATRIX 6. TIME CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NI ESSARY PRECAUTIONS TO 1 PRESENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATER" CREATE A HAZARDOUS 1 O SS-2, SS -4 ESC 10 PLANTING CONDITION. E SLOPE PLANTING N g O SS-7 ESC 20 FIBER MAT 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL $ BE INCORPORATED HEREON. t O TC-2 ESC 23 ROAD STABILIZATION 8. GRPOERAFIEAS AROUND THE PROJECT PERIMETER MUST DRAIN-AWAY FROM THE FACE OF r O TC- 1 ESC 24 CONSTRUCTION ENTRANCE SLOPE AT THE CONCLUSION OF EACH WORK DAY. G•� HIC SCALE ,, f 0 1 WM -9 CA 24 REST STATION 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACME AT THE END OF EACH 10 0 5 11 20 41 NOTI St N.T.S. 1 WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST I OE11-09 FORTY _. _. • _. 1.PIANTTNG SHALL COMMENCE AS SOON AS SLOPES ARE JO WM -6 CA 21 HAZARDOUS WASTE PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. �� ,..- COMPLETED AND SHOULD PROVIDE 100%COVERAGE. (SEE SLOPE PLANTING NOTE) K WM -8 CA 23 CONCRETE WASTE 10. SHOULD GERMINATION OF HYDROS€'EDED SLOPES FAIL TO PROVIPE EI EE°CTIVE COVERAGE ( IN ���T) 2.A LETTER OF CERTIFICATION FROM INSTALLER SHALL BE O OF GRADED SLOPE'S 90%COVERAGE PRIOR TO NOVEMBER 15,THE SLOPES SHALL BE 1 inch = 10 fEef PROVIDED T� L WM - 1 CA 10 MATERIAL STORAGE ( ) ALTERNATIVE AND SUPPLEMENTAL MEASURES O STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE SS-2,SSA CALTRANS-Storm Water Quality Handbooks EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF ESC 10 California Storm Water BMP Handbook for Construction NOTES SS-1 ESC 01 SCHEDULING CONSERVATION. iy 5 wt ESC 21 DUST CONTROL EXP. 8302 oil I WM -5 CA 20 SOLID WASTE WM -4 CA 12 SPILL PREVENTION 3 5 { 1 DE�I�NFp BY ORAW.N i Y _.. B1` w REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE - APPROVALS CITY O F E N C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING N0. POINT NO. 1031 STA. NAME: ENC-31 P :° , P E UNDER SUPERVISION OF RECOMMENDED APP VED EROSION CONTROL PLAN FOR: z : DESCRIPTION: 2.5" CITY of ENCINITAS DISC DATE 272 SEEMAN DRIVE, ENCINITAS, CA. 92024 1000-G �; o LOCATION: NW Corn. Drainage Box N. Side HORIZONTAL 1"=10' BY: A4• BY: RAYMOND & DIANE TRIGG W LUz 4 AA hum . of Encinitas BI•I 700' East of Westlake St. BRUCE H. AC RLANE R.C.E. 280E2 z RECORD FROM: City of Encinitas VERTICAL DATE: *f L DATE: 0 259- 131 -13 z a z 000 EXP. 3-31-10 � PLANING CASE NO: O6,1 85 (CDP) SHEET 3 OF 3 w a a ELEV. iY.4+l/•� / •� �F3ATUM: CCS 83 __.. I