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2006-278 G (Plans) GRADING HYDROSEED: WORK TO BE DONE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO GENERAL VERTICAL) OR STEEPER HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND WHEN THEY ARE: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE /SHE SHALL STATE THAT B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO REGIONAL STANDARD DRAWINGS, AND THE LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS AND OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS/HER SUPERVISION AND THAT, IN HIS /HER OPINION, THE EROSION STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. PRIOR TO ANY REQUEST FOR INSPECTION. PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE 2. THE SOILS REPORT TITLED, "PRELIMINARY SOILS INVESTIGATION ", FOR PROPOSED SINGLE FAMILY DWELLING ON 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND S1 �O GROWTH OF THE 3403 BUMANN ROAD, ENCINITAS, CALIFORNIA, PREPARED BY CONSTRUCTION TESTING & ENGINEERING., DATED PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING WEIGAND FORTUNA RPNCN HYDROSEED GROWTH. 8/12 /2006, FOR THE PROPOSED SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE A. TRACK WALKING SLOPES STEEPER THAN 6:1. BEEN INSTALLED. FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT- OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH SITE BUMANN RD. 2, CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE �� A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BED. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND j B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, TO PROVIDE EXISTING PRIOR TO GRADING. SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. JACK �O VIABLE CONDITIONS FOR GROWTH. \ 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISH GRADE TO PRODUCE SMOOTH SURFACE AND \ ONE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND PERMANENT LANDSCAPING, UNTIL THE PROJECT IS CCOMPLETED AND ALL SECURITY RELEASED. SURVEYOR. TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, p LL B. 20 LB. PER ACRE OF ZORRO FESCUE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND ROOTS AND OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO J C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED D. 4 LBS. PER ACRE OF ACHILLES MILLEFOLIA LAWS AND REGULATIONS. IN ACCORDANCE WITH THE GRADING ORDINANCE., E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2 ) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE O F.1/2 LB. PER ACRE OF DIMORPHOLECA SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA CITY RECOGNIZED HOLIDAYS. NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE 4 LO J BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR FROM RESIDENTIAL SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. AC STRUCTURES. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL PRE GRADING MEETING HAS BEEN HELD ONSITE WITH THE K RO 6. IN AREAS NOTED TO BE CLEARED AND GRUBBED, CONTRACTOR SHALL PROTECT IN PLACE ALL IRRIGATION. ANY H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND APPLIED DRY EITHER BY PERMITTEE. THE PRE GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY DAMAGE TO IRRIGATION SHALL BE REPAIRED AT CONTRACTOR'S COST. y DRILLING OR BROADCASTING BEFORE HYDROSEEDING CALLING (760) 633 -2770. EROSION CONTROL Z E( CgM1N0 I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS 4 THE CALIFORNIA PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE SOMERS AT (760) 535 -2877 OR (858) 759 -5357, 24 HOURS A 2 BC RT DEPT. OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER DAY F CONTAINERS. MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 2. EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY VICINITY MAP J. NON -PHYTO -TOXIC WATTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL SEASON IUGTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BEE STOCKPILED ON SITE ON OCTOBER 1 AT DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. NO SCALE PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY UNDER PERMIT NO. 0278 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING THOMAS BROS. GUIDE PAGE 1148 C5 APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE FOLLOWED BY THE DATE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL, AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. INSPECTOR. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION AT THE RATE OF 500 LBS PER ACRE. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNER'S OF SAID UTILITIES OR STRUCTURES PRIOR 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. LEGAL DESCRIPTION TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: T. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED SAN DIEGO GAS & ELECTRIC: 1- 800 - 4224133 HEREON. LOT 59 OF CITY OF ENCINITAS TRACT NO. 4574, IN THE CITY OF ENCINITAS, COUNTY OF SAN PACIFIC TELEPHONE: 1- 800 - 422.4133 DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11809, FILED IN THE OFFICE CABLE N: 1- 800 -422 -4133 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 16, 1987. WATER: OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466 CONCLUSION OF EACH WORK DAY. Q Q SEWER: CARDIFF SANITATION DISTRICT (760) 633 -2770 T THE FIVE (5) DAY RAIN PROBABILITY ORECAST FORTY PERCENT (40%). SILT AND OTHER DEBRIS W HEN AP N 264 - 292 =23 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. SHALL BE REMOVED AFTER EACH RAINFALL. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED OWNER INFORMATION RIGHT OF WAY NOTE: IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF MIKE SOMERS OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO CALIFORNIA DEPARTMENT OF CONSERVATION. 3403 BUMANN ROAD WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND ENCINITAS, CA 92024 DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW KNOW LOCATION OF THE PROPERTY LINE. EROSION CONTROL PLAN NOTES: 760.535.2877 1. PROVIDE VELOCITY CHECK DAMS ON THE DRIVEWAY AT INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS UTILITY NOTE: MAY BE CONSTRUCTED OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. CITY ENGINEER. ENVIRONMENTAL DATA: 0 o AVERAGE SLOPE = 14.6% DRAINAGE NOTE: 1/o TO 3/0 - ONE ROW OF SANDBAGS AT 100 FOOT INTERVALS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES, WATER IS TO DRAIN AWAY 3% TO 8% - ONE ROW OF SANDBAGS AT 50 FOOT INTERVALS STEEPEST EXISTING NATURAL SLOPE ON SITE: 31.3% FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 8% OR GREATER - TWO ROWS OF SANDBAGS AT 50 FOOT INTERVALS MAXIMUM VERTICAL DEPTH OF CUT: 2,4' 2. TEMPORARY BERMS SHALL BE CONSTRUCTED AT TOP OF SLOPES TO KEEP DRAINAGE AWAY FROM SLOPES. MAXIMUM VERTICAL HEIGHT OF FILL: 8.0' CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE AVERAGE DEPTH OF CUT: 2.0' EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER, JUTE MATTING) MUST BE IMPLEMENTED 3. TEMPORARY EROSION CONTROL MEASURES SHALL CONSIST OF ONE ROW OF SANDBAGS, ONE ROW HIGH, PLACED AVERAGE HEIGHT OF FILL: 2.9' WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER AT TOE OF ALL UNVEGETATED SLOPES. ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO ENGINEERS NOTES: WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE 1. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED EARTHWORK AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). CHANGES TO OR USES OF THESE PLANS, ALL PROPOSED CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST TOTAL CUT: 220 G.Y. BE APPROVED BY THE PREPARER OF THESE PLANS. TOTAL FILL: 220 C.Y. POST- CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) NOTE: 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS REMEDIAL: 0 C.X. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT 1ROFESS/ CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY AND STREET. BMP MEASURES SHALL BE M THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE Q`�OJRD H. to�glF IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH �9 ^r_)%' P.A ^TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, y Qp Fy yo VO ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. w° No.3t9t5 z 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING AND /OR REMOVAL OF EXISTING c " Exp, Z 3 tv UTILITIES, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING * FOR LIABILITY ` C /VIV �a�p 4. CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WITH IMPROVEMENTS EQUAL SOILS ENGINEER'S STATEMENT OWNER'S CERTIFICATE �OF CA��FOP STATEMENT OF ENGINEER OF WORK OR SUPERIOR. o 1, DAN T. MATH, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SMALL COMPLY WITH THE 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER LU WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS Z UTILITIES EXCEPT AS SHOWN ON THESE PLANS: HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE ME OR UNDER MY DIRECTION. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY OF ENGINEER DETERMINES REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE t� PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT THIS STUDY, WITH MY RECOMMENDATIONS ALONG WITH A LETTER DATED AUGUST 12, 2006 ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A y IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 1- 800 - 422 -4133) 48 HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, Cam HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK- OUT OF THE LOCATION OF UTILITIES AND NOTIFICATIONS RE- VIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OF GEOLOGIST HAS OR WILL BE RETAINED TO AND THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS Q OF COMMENCEMENT OF WORK. THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS SUPERVISE OVER ALL GRADING ACTLVjY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR AND SPECIFICATIONS. _ AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, p k DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO R2GF ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND w O PRACTICE SURVEYING OR A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY FILED AS ' DATE: U2 Og p ��o�� a1pS�'rl� SCOPE OF SUCH AG AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. of REQUIRED BY THE LAND SURVEYOR'S ACT. J. MIC L SOMERS �`�' © 5 p SIGNED: �� ���" "` CONSTRUCTION TESTING & ENGINEERING, INC. 3403 MANN ROAD ENC AS, CA. (760) 535 -2877 )=° ¢ MO• C57860 m = BY: DATE: O Z of i� 7. CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS &LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 1441 MONTIEL ROAD, SUITE 115 ,�„ O 7 s m l AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL 26G ESCONDIDO, CA. 92026 -, d p� y, )� �+' LOCATION OF EXISTING FACILITIES. GE NO: (760) 746 -4955 ` ' , , ,� WEN gy 8. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD (760) 746 -9806 FAX DATE: CIVIL 145 N. M 00 80/2 �E G 77$4;0 Lu MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. DATE: 2 -9 - � 7 3403 BUMANN OAD CA. 760 535 -2877 CAl1�� A 92083 (760 �G, gOX 1x43 Qom - EX P_ le�30f2012 9. BEFORE EXCAVATION FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. C& 7 4 4Z 85937 10. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON a 0 ,0F E SS;oro ` PARKS AND RECREATION DEPARTMENT QLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT PUBLIC WORKS DEPARTMENT PLANNING AND BUILDING DEPARTMENT E � N AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHAWN ON THESE PLANS. P �E T My9t� ~ P CIO r 2C REVIEWED BY: REVIEWED BY: REVIEWED 8Y: REVIEWED BY: REVIEWED BY: � No. 2665 ui � Exp. 12/31/08 A � (� 2 �� /, G ��✓l' 3y '�07 l`�.9� 31810-7 z DATE Z q�u. QAM DATE PATE DATE DATE w z w w z z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT I D BY I DRAWN BY I CHECKED Y (D ,1: APPROVALS CITY OF ENG IT.AS ENGINEERING SERVICES DEPARTMENT DRAWINGNO, w 4 CNAN t; EA16a r ,_ PLANS PREPAR D UNDER SUPERVISION OF RECOMMENDED SEWER MANHOLE ,QEiu APP D GRADING PLAN FOR: V� UG7 R ERGR DINGIIMPROVE SOMERS RESIDENCE 0278 -G RECORD PER GRADING /IMPROVEMENT HORIZONTAL DATE: / O BY: BY: PLAN TM 91 -064, BY DOUG LOGAN, RCE 39726 OCT 1994 VERTICAL EN R.C.E. NO.: DATE: 71 24 1 0 DATE: e�� 3403 BUMANN ROAD AV V owEP4 EXP. lZ 3 SHEET 1 OF 3 JOB NO. 63 174- Oro-1 1 Rev30JAN07 LEGEND �... -� DESCRIPTION SYMBOL CUT SLOPE: � 16 \ FILL SLOPE: WATERCOURSE: EXISTING CONTOUR: PROPOSED CONTOUR: 2% 2 %- - a C 4 :I FILL -� EXISTING 60' PRIVATE ROAD i ` EASEMENT REC. 08/01/86 CUT /F /LL LINE. F //� �S 6�QA55 / ` AS F /P #86- 324719 O.R. BROW DITCH PER CD328: 12AeY(�LINED � PCC PAVING p86'3T40 BERM PER CO32B: B BMP SWALE OVER 6" NATIVE BASE R =20.00' jT J PROPERTY LINE: SEE DETAILI BELOW ,, y `" `/ L =30.24' L/ \ ``�� •� "„"�` a FH �- EXIST. HEADWAL EASEMENT LINE. — — — IU j TYP. DRIVEWAY SECTION w RCP PIPE ` RETAINING WALL: .. NO SCALE ��� TW =15:�F FL =08.4 \ //'') 15T, HEADWALL (//J� DRAINAGE: ci �jj RADIUS 20'(TYP.) Q- T2Q,7 - ENERGY DISSIPA TOR PER RSD D -40 � Q' ,�� O Q� TBM TfWAL,L ® \ �ND, ELEV.= 20:74 BONDED FIBER MATRIX PROVIDE 6' TRAIL CROSINIG �} A? PROPOSED PCC PAVING N ON - SL IP ROOM IP HE AVY FL= 0.9 ;z o �x �` BMP LANDSCAPE AREA 2 RD fED �/DT /n/Fj �\ y `� TO BE PRIVATELY MAINTAINED AND '� „ 1' GR UND VE/Q HEADWALL D�. NCT TC BE MODIFIED WI THOUT Cl TY PERMI T -- -` FF L', REMOVE EXIST. SD D 35N o OT EXIST. kiEApWAI L BERM AND JOIN I o Q r \ < 2 6,p T W/42" R� RIPE BMP SWALE 1 -4" 40 - ' EXIST. AC PAVING T =15.4 F \ 3'\ 3 TW =16.4, FL-11, G TO BE PRIVATELY MAINTAINED —I �— L— I S �� �\ \ R T O AL VA 6! 4:1 SLOP 1 EXISTING AC PA VIN G LL 48' E 9' G F -18.8 FL= Q.5 1 N 6 R D IN \ ©O G 5 1/2" PCC PAVING 60 IP OVER 6" NATIVE BASE " FS =19.0 0 .0 N y CURB . = 2 / EXIST. WORK TO BE DONE �! 3 ' R os ✓ EXIST. T DESCRIPTION SDRSD SYMBOL QUANTITY „ ExIST. FENCE 19.0 N IA F -1 9 P P N FL =18.2 TO BE REMOVED f AS ftll*CESSARY 1 / \ - _ Y S O DD - 35LL PER �.. EMBANKMENT 220 C.Y. FiV.<4M44 � FL =1 5 FILL 1 ` � FS =18.7 EXCAVATION 220 C.Y. N "BM� LE L.E WA �! :,1 MIN TW =14.0 " ��� �q © / 2 }'O � FS =18.3 SILT FENCE o---�o 395 L.F. 1 •• 4.� O�c �� T�V 15.1 I TAI 5. �\ /� it INSTAL'L,S2'\ GRAVEL BAGS 32 EA, 1`i<� 1 F = 4 42�RP D AIN / 42" RCP PIPE 46 L.F. N HEADWALL PER I L= ` FS =1$.6 2 / M O �/ RSD D -35 fYI%'iTVFE I 66" RCP PIPE 50 L.F. p r9, 1I4l1'RL RV• MME DwA FS =bB. q / / r �I w" 1 4 ?ON RIO xo 2.7R F. =�19.Q Z / PCC PAVING _ 4.745 SO. FT. ty �'� ° - -r :... :. • , \ '` r°` / THMES - U 'ZZ' i W. 10.5'' FS "19.1 �'`� �L d FS =, 9. -� HEADWALL D -35 4 EA. D6 F O W /IZ" ILTER MMM, TY / f r ENKAMAT 5 /Z F6C P,4jV141G IT / OPMffESIDE: U %It' / FS�19.0 9 -BMP LANDSCAPE STRIP �fMP SF��JLE OV�Q (� 4 ���lIlEFjASE 1 / INSTALL RIP -RAP RSD -fi --�— r/ O Q BORROW AREA ! KX 4', W 10 �' Y / ' ri SEE DRIVEWAY SECTI ON THIS SHEET � 5FE D�r�9�� ® '�� / L 14', W= 10.5', FS =19.7 N FOR GRADING W 12 DG FILTER BLANKET TYP F ti -1_ L TY P. ARIVEh/AY 5E4rivN " C C / / BALANCE 0"031TE30E: 07+ �°k 5' F S =219.9 M s a cq GE �; LANDSCAPE / HEADWALL PER T MOUND (TYP)) RSD D -35 ALL 1AANUFACTURE NAT NOTES ' sLOQES To ►IYv�S "FIRE DEPARTMENT ACCESS FROM BUMANN ROAD SHALL REMAIN AS IS AND SHALL NOT BE OBSTRUCTED IN ANY MANNER." `" Z I w / D�d I / EXISTING SFR I "GATES: ALL GATES OR OTHER STRUCTURES OR DEVICES, WHICH j Z / / F.F.EL. =220.7 COULD OBSTRUCT FIRE ACCESS ROADWAYS OR OTHERWISE HINDER ` 1( EMERGENCY OPERATIONS, ARE PROHIBITED UNLESS THEY MEET _ / STANDARDS APPROVED BY THE FIRE DEPARTMENT. GATES ACROSS L _1 ` 1 j ' ti - _/ O FIRE ACCESS ROADWAYS SHALL BE AUTOMATIC AND EQUIPPED WITH _ WW APPROVED EMERGENCY KEY OPERATED SWITCHES OVERRIDING ALL 30 , COMMAND FUNCTIONS AND OPENS THE GATE(S). ALL AUTOMATIC GATES MUST MEET FIRE DEPARTMENT REQUIREMENTS FOR RAPID $s L��(!E� u Q RELIABLE ACCESS." CFC SECTION 902.2.2.71 LOCAL AMENDME s ` h/I LE OY 2 P G ' M14r E 6AS� _ XISTING 60' PRIVATE RO EASEMENT REC. 08/01/86 % AS ME 086- 324719 O.R. t` Jul m u� 6' _ A W o z ORIGINAL I ' I w ,�- GROUND I ( rim's PROPOSED FG R 04 < J 'J W /BMP LANDSCAPING* 2% -- 1% MIN 1% MIN PROPOSED FG ©" 20' 40' 60' won' W /BMP LANDSCAPING* �pFESS�p�,_ 5 1/2" PCC PAVING SCALE: 1" = 20' a OVER 6" NATIVE BASE NO.C57850 ..� T N 87'1301" W 313.45' - -- «.� „ O m AW ( * ®DRAINAGE EASEMENT PER Q PpFESS /p cw *TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT CITY PERMIT. • MAP 11809 Q� L0 ��R SECTION 'A' —'A' S W No.31915 0 . NO SCALE s Exp. �tt A.P.N. 264- 091 -77 A.P.N. 264- 091 -28 0 s rg TF C I V 1 v OP�P OPCAUF a REVISIONS DATE APPROVED BY REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DE S IG NED DRAWN BY I CHECRED BY APPROVALS C 1 TY C) F- E fV C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO. w 0 W 111 FI SEWER MANHOLE PLANS PREPA R SUPERVISION OF RECOMMENDED APPRO D GRADING PLAN FOR: z 1 =20' v ; � /L � RIM ELEV OF 344.85, DATUM: MSL HORIZONTAL BY: ,( ,j DATE : Z 1 BY SOlVIES RESIDENCE 0278 —G w RECORD PER GRADING /IMPROVEMENT PLAN TM 91 -064, BY DOUG LOGAN, VERTICAL R.C.E. N0: I DATE: 7/2GF/ 07 _ DATE: 8 3�D w RCE 39726 OCT 1994 ER -� �—� —� 3403 BUMANN ROAD EXP t>gytig R. 1..0 . _Z 3t WORK PR JE T NO. 06 -17 SHEET 2 ev 3 w w Rea30JAN07 , R , Qfl . OE1 ntl^snao ill VEIL 8 6 B R R 78 R I. SIT POST$ E1rCAYATE A Z Sill WIRI FENCDA7 TO 11 4 BY i TN #O BY 10 C4 7HC POM II /2'Cru5hed rock NOTES: 1, Stack g,gvei fags in at legal ALLO THE UNE O PO$73° {kree vectigal. rows ab.tling Filter fabric each other and In c staggered 3'MgX arrangement, Original -- f0'MAOC- ?'M7N 2. F Back a add nW al r o w \ glad@ raw, odd do aoatttonal row to 12 inches Min, uniess Dt e(w4Qe 4 inch PVC Pipe the width. __ • i A speeNied by a soils engineer B inch Min' - Diematar rock ' SECTI , — .-r�R• p mi' � i��Y �� #!f �v'n � \ \ \\ . bafY bags 4 foot Allis F r � Cons: CKi1r! AND COKPACT THE \ V i a w Construct slue r ni f tiler R�$S— fTGQF11 I ATTACH W9 n4TV I'AAUtIQ TO and chann4iae runoff tp TNI FINCE AND IT37 0 Tf rb(GiyAyCD Sft sediment trdpping. dewee woven f W1R abricgroveibg Eleed g with INTO THt 7SENCH, aa arce graMil Min, werghf eB kbR. t0 D= 86'37'40" 4inch PVC Pipe for drainage R= 20:00' `i ��,•`� / , dilpehdNmye, on field conditions p9 L requited to coo I JAMwlo adate a Pnkf # duryboga k t d Etc ., : + T'':.+t ,�� �,.. ,( I p✓ z o �- Supply water to wash a BtLT FENCL f` U a�� wiheets If necessary, E Q f{ T T MA 50 feet Min RAVIFL BA6 sARRT R L c ` 7 ( } ?,� a \ t \�\ STAR TER POLLUTION CONTROL B P NOTES RELA TI VE TO CONSTRUCTION ACTI t/ITES _ 1 I �. aT \ �� ,� R y T J ` CONCRETE WASHOUT � � i _� � p.. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA s "" / f �w r so. ms,04 MM a A o TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, - - - ~ `— LJ ' A �, `T oz 1 kid t STUCCO PLASTER AND THE LIKE S - E INTO Q TH E OR W .AT- ER CONVEYANCE SYSTEM OR ANY nwRn ,, :., i'.: •. :• ::..;:::':�..:.:.. �, � ,� _.._,,- �•, .� �,... � ,�,. _- , nl �i _.,_: _ RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. ° :; :.. ...... 4.:.: :::.::::: \ ' °- VINt, ;; .:_. o4wrw...ws• _., rmaRw..n wRw sees . a xsiiaw wn.mrbwnyR.b CONSTRUCTION SITE ACCESS � ., "�- -*-- -- _ � �,,,• ` � " '\ � �] ,___...,, �. A STABILIZED CONSTRUCTION SITE ACCESS SMALL BE PROVIDED FOR VEHICLES EGRESS AND GRAY," , c Q �$K 06M a TA I - �- iNGRESS TO PREVENT TRACKING DiRT OFF SiTE. THIS SHALL INCLUDE USING MATERIAL SUCH � .' I �,, �, � ---- -' �' � � � _ �- �-�-•- AS GRAVEL AND/OR CORRUGATED STEEL PANELSIPLATE'Sr ! CONSTRUCTION VEHICLES � -... r A SPECIFIC AREA AWAY FROM GUTTER; AND S- TORMDRAIN SHALL BE DESIGNATED FOI? ��.' � ,, . ,. . r• •..':'.:.�:: • � _ -� CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT f.' :::: MAINTENANCE. ALL MAJOR REPAIRS SMALL 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 VEGETAL N �F ' 9 AND BONDED FIBER MATRIX. � •,, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING J ii 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. ? a � � � � -' \ `' a 4 NECESSARY. LARGE NATURAL S SHALL BVE ONDUCTED IN PHASES TO AVOID UNNECESSARY \ REMOVE EXISTING VEGETATION ONLY WHEN A " 1 '% a DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,' THEY HELP DECREASE EROSION. / / TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION iS NOT � r ` M ` // .° 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 J ^ WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. / NAT / f ON -SITE CONSTRUCTION MATERIAL STORAGE ice, � � 1,+J� `°! STORED MATERIALS SHALL BE CONTAINED iN A .SECURE PLACE TO PREVENT SEEPAGE AND i � SPILLAGE. CONTR SHA 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-51 E. STOCKPiLES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE. ETC. STOCKPILES SHAL SHALL BE C O VERED OR PR OTECTE D BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND E L S r STOCKP !t I STORMORAIN IN - I I W ITH SOIL STABILIZATION MEASURES ARID PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 30' f f ^ TRAINING G' // ! �. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CiTY OF ENCINITAS STORMWATER POLLUTION CONTROL LEGEND REQUIREMENTS. THESE BMP NOTES SMALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE \� - -- PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM 'SUBCONTRACTORS ABOUT ' / / f J /SCR REQUIREMENTS AFT'f iME OWN RESPONSiB,ILITIES, D > + <� !� CUT SLOPS:• L WASTE MANAGEMEN STORMWATER REQU � �� � � ,� �, f ; l ,, '.;�' - -_ l FILL SLOPE- I . CONTRACTOR SHALL BE RESPONSIBLE E FtOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED C / � f > /i' � r t CONSTRUCTION MATERI DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, VqP � � i i' t ' � EXISTING CON T R: WHER EEPA FROM TE CA RRY THEM INTO THE CONVEYANCE SYSTEM iS STRICTLY PROHIBITED. DUMPSTERS SHALL BE DISCHARGED INTO � � , � li` �� PROPOSED C{ TOUR. ' C STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND DUMPSTERS �" �'., , ` / F' /� ✓ GUT/FILL Lam: � z . TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS in / r ;, DES PROPERRTY LINE, - - ---- - SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS f f P, IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. u, EASEMENT' LINE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE f DRAHVAG : - - FLUID'S', BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MTERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR - t` f fo lff=�? ENERGY DISSIPATOR PER RSD 0-40 DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS. ✓t� SILT FENS PEL? SC -T: - MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7i4- -1195. FOR -�- I I" ,�' , . •,, � ; - ,., I,�: , INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (7 436 - 4151, - R CN . GRAVEL &A GS` PER SC -6 & $: 7� . POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING STABILIZED CONSTRUCTION ENTRANCE PER TC -1: � RECEPTACLES AROUND THE SITE. - PORTABLE TOILETS MUST BE iN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.` WATTLE: — FR —FR— CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. - - - QPOFESS / ©y "^ O M.d ql BONDED FIBER MATRIX ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND � oy F 0 201 'W , 60 STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK y ca AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE Y' No. 31915 rn MATERIAL DELIVERY &• STORAGE: WM - or g I z CONCRETE WASTE MANAGEMENT' Wlwt -8 SCALE:.. 1' - 20' F ` � P �� SOLID WASTE MANAGEMENT. W - - 5 1 M-5 SANITARY WASTE MANAGEMENT: W-1-9 N _ Y . HAZARDOUS WASTE MANAGEMENT. REVISIONS DATE APPRd\TD BY REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT D AW AJPROVALS I " F p�1 I 1 EN Ct C I`J TAS SERVICES DEPA RTMENT DRAWING N0. N +� P LA S PREP U SWPER F �, SEWER MANHOLE Kt SfGJN CT RECbMMEN[�ID APPRO EROSION CONTROL PLAN FOR.; RIM ELEV OF 344.85, DATUM: i�SL HORIZONTAL 1=20 F'"- -" DATA : 1Y: BY: - RECORD PER GRADINGfIMPROVEMENT PLAN TM $1 -064, BY DOUG LQGA•N, VERTICAL � R.G.E. NO: DATE: ( R ESIDENCE 027 G RCE 3$72$ OCT 1$$4 ":/ , L >�7 0 ? DATE: e,l,M 3403 BUMANN ROAD /o R ExP. !Z 3� T-� ­ 1 powwow" ° WORK PROJECT NO. 06 -17 SHEET 3 OF 3 ev30JAN0