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2003-7988 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: WORK TO BE DONE: F 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CONTACT FRANK MARIAM 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCCMM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 1. IN CASE EMERGENCY WORK IS REQUIRED, STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF TO THESE PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE g CONSTRUCTION STANDARDS OF THE CITY OF ENCiNITAS AND THE SAN DIEGO (OWNER) AT (858) 756 -4122 (PHONE) AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CiTY OF SAN DIEGO. AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE EXISTING UTILITIES EXCEPT AS SHOWN ON THiS PLAN, HOWEVER: THEREFROM SHALL BE APPROVED BY THE CiTY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO STANDARD SPECIFICATION REQUEST FOR INSPECTION. 30). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON I PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (2000 EDITION), OF TEMPORARY DEVICES WHEN RAIN IS MAMtNENT 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHM'CAL RECOMMENDATIONS SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING INCLUDING THE REGIONAL AND THE CITY OF SAN DIEGO SUPPLEMENTAL C . o PROPOSED MARiAM RESIDENCE ADDITIONS 3418 WESTERN SPRING ROAD OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, AMENDMENTS, DOCUMENT N0. 769845, FILED JULY 21, 2000. ENCINITAS, CALIFORNIA DATED JULY 3, 2003. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF o ALL GRADING SHALL BE DONE IN ACCORDANCE WTFi THE RECOMMENDATIONS THE APPROVAL OF THE ENGINEERING INSPECTOR COMMENCEMENT O F WORK: STANDARD DRAWINGS: Q AND SPECIFICATIONS CONTAINED IN SAID REPORT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 2. FOR ANY QUESTIONS REGARDING THE MARK -OUT OF UNDERGROUND f WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY CiTY OF SAN DIEGO STANDARD DRAWINGS, INCLUDING ALL REGIONAL STANDARD RUN OFF PRODUCING RAINFALL COMPANY: DRAWINGS, DOC. NO. 769846, FILED JULY 21, 2000. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL CARDIFF SANITATION DISTRICT (760) 633 -2770 LEGEND: DWG. No. SYMBOL g 3. APPROVAL OF THIS PLAN DOES NOT CONSTRIJTE APPROVAL Of SIZES, MEASURES AS MAY E REQUIRED BY THE CITY ENGINEER DUE TO AN SAN DIEGO GAS do ELECTRIC (800) 422 -4133 LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WITCH OUVENHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466 _ WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR MAY ARISE THESE SHALL BE REQUIRED IN CONJUNCTION WiTH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE -AND SHALL TAKE NECESSARY PACIFIC BELL (800) 422 -4133 � PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DIMENSION CABLE (800) 422 -4133 - WATERS CREATE A HAZARDOUS CONDITION. EXISTING CONTOUR , _- � 90 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 3. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO GRADING PLAN SHALL BE INCORPORATED HEREON. 633 -2770. DAYLIGHT LINE - 4- - N N N x 5 4. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR u PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WRHOUT J% DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL CUT SLOPE ( 2:1 ) - y o EXISTING PRIOR TO GRADING. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT x x 6. THE DEVELOPER SHALL E RESPONSIBLE THAT ANY MONUMENT OR BENCH THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAiN FINISH CONTOUR MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SiLT AND OTHER °u AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAID DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL SURVEYOR. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ENGINEER OF WORK DECLARATION STORM DRAIN PIPE (SEE SHEET 2) x 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL EFFECTIVE COVERAGE OF GRADED SLOPES (9076 COVERAGE) PRIOR TO SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR e OCTOBER 1ST, THE SLOPES SHALL BE STABILIZED WITH BONDED FIBER MATRIX THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE 6" ROUND DRAIN INLET (SEE SHEET 2) NSD OR EQUAL OO -9 CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH INSTALLED IN ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND x STANDARDS, LAWS AND REGULATIONS. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT PRACTICED OF THE ENGINEER'S TRADE OF PROFESSION. THE ENGINEER FURTHER VEGETATED/ GRASSY - SWALE (1% MIN) - 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF OF CONSERVATION. AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WiTH A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE RULES AND REGULATIONS REQUIRED BY THE CiTY OF ENCINITAS. THE (NOT TO BE REMOVED WITHOUT CRYS PERMIT) THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CiTY CONCRETE BROW DITCH SDR D -7"5 AND CITY RECOGNIZED HOLIDAYS. OF ENCINITAS IN iTS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED `{ H YD R 0 S E E D MATERIAL : BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINiTAS OF THE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING - TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT RI -RAP ENERGY DISSIPATER SDR D -40 MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: THEREFORE DOES NOT RELEIVETHE ENGINEER OF RESPONSIBILITY FOR THE PLANS CITY INSPECTOR, CIVIL ENGINEER, S ENGINEER, GRADING 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO ILS EG 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED; CONTRACTOR AND PERMtTT IN THE OILS E G MEETING SHALL BE SCHEDULED '6 1141 0 A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINiTAS AND iTS OFFICER NCRETE WALKWAY -� WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING KI1MAl S. DATE 2770• NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER KK&S ERIM EXP O I RCE No. 10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY CHARACTER OF THE MATERIAL AS APPROVED BY THE CiTY AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE ENGINEER K&S ENGINEERING PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER OF SUCH AGENCY AND LOYMENT AND ARISING OUT THE WORK PERFORMED sm. 110 SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOiL AT BY THE ENGINEER. Center' THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. So UMo Co. 92108 (619) 296-55 CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WiTH 3• HYDROSEEDING MIX SH ALL CONSIST OF ALL TH FO LLOWING: { REGARDS TO THE HAULING OPERATION. 1 A. 20 LOS. PER ACE OF ROSE CLOVER DATE: 3 REFERENCE D R A Wi N G S: 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT B. 20 LBS. PER ACRE OF ZORRO FESCUE KAMAL IS R.C.E. 48592 BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF C. 3 LOS. PER ACRE OF E SCHOOL CIA CAUFORN EXP. 6/30/04 ICA MAP No. 11809 SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA 0 rjf ESS/p } GRADING UNDER PERMIT NO 7988 -GR HAS BEEN PERFORMED IN SUBSTANTIAL E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) S. EARTHWORK QU AN TI Ti E S: F. 1 2 LB. PER ACRE OF DIMORPHOLECA '� CONFORMANCE WiTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE COMPANY: K &S ENGINEERING '� �' S� y� E, AND F OF THIS SUBSECTION MAY BE ADDRESS: 7801 MISSION CENTER COURT, , ; Y N ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED 8Y THE G. OMMITED D CUT: 560 CUBIC YARDS ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED T " " DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR SUITE 100, SAN DIEGO, CA. 92108 cc No. 48592 A GRADING OPERATIONS. EV 6 /30/0+ REStDENTWL STRUCTURES. PHONE: (619) 296 -5565 � * FILL. 0 CUBIC YARDS _ 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS H. ITEM A OF THiS SUBSECTION MUST BE INOCULATED WITH A JOB NO.: 03 -065 �} civ 560 ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE A NITROGEN FIXING BACTERIA AND APPLY DRY EITHER BY �J� IMPORT /EXPORT: CUBIC YARDS EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFiLLS AND DRILLING OR BROADCASTING BEFORE HYDROSEEDING. EXCAVATION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSiTE EARTHWORK NOTES: AND VIAL DETERMINE THE SUTTABiLITY OF ANY FILL MATERIAL. UPON IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGICULTURE CERTIFICATION TAG ATTACHED TO, COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HiS SUPERVISION AND THAT IN OR PRINTED ON SAID CONTAINERS. 1. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. a QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). 6. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER SOILS ENGINEERS STATEMENT. ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR 2. EXPANSIVE SOILS WITHIN THE GRADED AREA WILL BE REPLACED WfTH USE. HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IS MUST @�;of Las + � SELECT MATERIAL ACCORDING TO SOILS REPORT RECOMMENDATIONS. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN I, 1.44A /*IA7 A REGISTERED CI vI C - f v `�� T. y \, 5076 OF THE STRAW INTO THE SOIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, «� 610 3 3. F 9 =� _\ FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0 WITH HEREBY CERTIFY THAT TO FlN SHED WORK ON TH ITE AND D SHALL TAKE�REMEDUIL PMEASURESSTO R 15X SULPH APPLIED AT THE RATE OF 500 LBS. PER ACE. � A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THiS � 10 12/ 31/04 * POST CONSTRUCTION BM P MAINTENANCE AREAS TOE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF : a PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS ctv +� 1. ROUGHENING THE SURFACE TO E PLANTED BY ANY OR A COMBINATION OF: JUNE 18 2003 AND JULY 3 2003 ONE COMPLETE COPY POST CONSTRUCTION BMP SHOWN ON THESE PLANS WILL REMAIN IN PRIVATE OWNERSHIP AND R WILL E PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN A. TRACK WALKING SLOPES STEEPER THAN 6:1. t WITH MY RECOMMENDATIONS �►�� 3 INSTALLED. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. OF SOILS REPORT COMPILED FROM THIS STUDY, THE RESPONiBIUTY OF THE PROPERTY OWNER TO MAINTAIN THESE FACILITIES. 14. ALL AREAS TO BE FILLED SHAD_ BE PREPARED TO BE FILLED AND 2. CONDITIONING THE SOILS SO THAT If IS SUITABLE FOR PLANTING BY: HAS BEEN SUBMITTED TO THE OFFICE OF THE CiTY ENGINEER. FURTHERMORE. FILL SHALL BE PLACED NV ACCORDANCE WITH STANDARD SPECIFICATIONS. A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP $UT NOT 1 HAVE REVIEW THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS REMOVED SATURATED SEED BED. IN R CTHEGE OILS MID SPC TH HAVE BEEN INCORPORATED I RESS� BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS P. N. ALL VEGETABLE MATTER AND 08JECTIONABLE MATERIAL SHALL BE REM O D B. THE ADDITION OF SOIL AMENDMENTS, PH ADUSTMENT, LEACHING OR S IT E ADD COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO �o- t - 03 F - HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL SIGNED DATE: 3418 WESTERN SPRING ROAD 264- 291 -20 c SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDOSEEDiNG IS NO.: 6/1 ENCINITAS, CA 92024 SCARIFIED TO A DEPT OF 6 INCHES AND THEN COMPACTED T A MINIMUM THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL EXPIRATION DATE: /L -3/ -oy ~ PLACE, SPREAD, WATER AND COMPACT CO FILL , N RESPONSIBILITY ACCORDANCE RO DANCE SECURITY RELEASED LEGAL DESCRIPTION: WITH SPECIFICATIONS ENGINEER GEOLOGIST STATEM 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE ��/�� LOT 20 TRACT NO. 4574 MAP NO. 11809 IN OWNER CERTIFICATE: 1. , A REGISTERED THE CITY OF ENCiNiTAS, COUNTY OF SAN DIEGO, TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES ENGINEERING GEOLOGIST OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING STATE OF CALIFORNIA OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST BUSINESS IN THE FIELD OF ENGINEERING GEOLOGY, HEREBY CERTIFY THAT TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY A GEOLOGIC RECONNAISSANCE WITHIN THiS SITE WAS MADE BY ME OR UNDER MY AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AND ADVISE N THE OPPACTION AND STABILITY OF THE SiTE. DISC I ON BETWEEN THE DATES OF AND OWN ZEERMITTEE: EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHiCH ARE LIABLE TO ;' ONE COMPLETE COPY OF GEOLOGIC REPORT COMPILED FROM THIS STUDY, WiTH MY BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP �,. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CiTY ENGINEER. OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WiTH THE GRADING FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE FRANK MARIAM �r FORTUN,� R ORDINANCE. K MARIANI RECOMMENDATIONS INCLUDED IN THE GEOLOGIC REPORT FOR THIS PROJECT HAVE BEEN 3418 WESTERN SPRING ROAD 16. AL ENCIN ITAS, CA 92024 TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 3418 WESTERN SPRING ROAD (858) INCORPORA IN THE GRADING PLANS AND SPECIFICATIONS. ENCINITAS, CA 92024 y SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED (858) 756 -4122 SIGNED: DATE: 1 1 - �3 .,R WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. C.E.G. A 1 TV. 4��J �Or1AT SECTION 4215/4217 OF THE GOVERNMENT FR APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED OM THE \ K b S ENGINEERING G IN E E C IN G EXPIRATION ATE: � � CODE REQUIRES A DIG ALERT IDENTIFICATION 5 SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY p� No. 2136 NUMBER TO BE ISSUED BEFORE A �T SUCH MATERIAL Planning Engineering Surveying Exp.10103 "PERMIT TO EXCAVATE" HALL BE VAUD. ENCiNITAS: FIRE PROTECTION OLNDISTRICT ENHAIN MUNICIPAL WATER DIS PARKS do RECREATION COMPANY: CONSTRUCTION TESTING do ENGINEERING, INC. . * PER YOUR DIG ALERT I.D. NUMBER CALL REVIEWED BY' R ED BY: REVIEWED ADDRESS: 2414 VINEYARD AVE. SUITE G, ESCONDID0. CA. 92029 �� g c� O pMAG a`P' UNDERGROUND SERVICE ALERT �� ViCINITY M AP R* 4DA 2 (619196 - 5565 7801 Fission Center Cmrt, Suite 200 PHONE: (760) 746 -4955 TWO WOR DYS BEFORE YOU DIG s L I AV 3 p Son Diego Ca. 92108 JOB NO.: CIE JOB NO. 10 - 6335 /0. (o.03 DATE DATE $ REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING I " C HE C KE D APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. cm K.S.S. D.M. K.S.S. PFZ QFkP PLANS DESCRIPTION SCNTY 8.8. 0073 -CHAS. SO REVIEWED BY PLANS PREPAREZ UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR: IN TOP OF HEAD N/A / DATE N 4 5 7 4 7 9 8 8- G R r. 8 � SW COR EL Cµ�O DEL NORTE HORIZONTAL: BY: BY: LOT 2 0 TRACT O RANCHO SANTA FE RD. 48592 vVERTICAL N/A ���I �- .- /O��ID R.C.E. NO. /D /S p3 O r C MAP NO. 11809 KAMAL WEIS DATE: DATE: E" 119.476 QaIN U.S.C. &-.5. DATE DCP. 06 - - 2004 WORK PROJECT NO. 0 F SHEET 1 OF 3 r APN No. 264 - 291 -16 _ LOT 16 - - - -- S N 00'27'25' W 87.77 1. THE BOUNDARY SHOMIN ON WSE PLANS IS NOT NECESSARILY APN N o. 2�4— 291 -15 �� THE RESULT OF A BOUNDARY SURVEY BY K a S ENGINEERING. LOT 15 �� THE BOUNDARY LINES SHOMMN HEREON MAY HAVE BEEN _ ESTABLISHED FROM RECORD DATA ONLY. —N 67 t 2 RELOCATE ALL ON - SITE EXISTING UTILITIES — —' I NEW 40 AREA : 2,500 SF 1 290.0 1 H.P. t t �` (p,SS SWALE IS OESIN�D lr�. _` 265 7TG FOIL ses MIAN�►bE — 291 -19 WD "AL NCT 19 APN No. 264 263.001E 265.3TG 26 1 McDIflEv OR KE�I LOT 19 OVtD `. _ wltt � �p M 26 .20 + W TTI, OUT A PEA / —4 x24 CB \; i _ T4iE CA Y Of 614C"41'145* 1 i 255.7TG t i\ 2591E "^ LOT 20 EXISIINti Q / / ' i :t • • 7TC Z TRACT NO 4574 MAP 11809 - •F \ 2ss. \ 262 .0 1 N APN No. 264 - 291 -20 • •'� R t ♦ - =266 SWALE �,• C ONC R ETE 0 3.1 s .1 BROW DITCH s • FF= 266.09 � ." - • # `� '`; ' 266.22 C\AD � CRETE BROWDITCFI 1 W x�.. PER SDR 0-75 1 10 z, 266 09 EE t7) y f 4 v \ e. TCe - �•"0.F+ E - fr"-`fa-# t!.f 'F{Z+ `Tn'x w ^ � p ' S + ` �' �' EXISTING B ING X SEE DETAIL �' �+�"' \. IY.L UTILITIES e- ' t # — TO oc ATED CONCRETE WALKWAY i ' ARCHriECT PLANS) '^ '.`" + ° qx` ';,.•> , a'. E �8 i f y , K t =a4 4 F_ rrs F t r k STORM DRAIN 265. 1 PIPE x ��, r SECTION A -A 14 - ° { RIP—R PER SDR 0-40 N TS 264.8= � ROCK CLASS: NO. 3 BACKMG a �. 61 2$IE t _ _ 4> ` FILTER BLANKET, - _ ROCK SIZE: 3/16' �� 1 \ \ \ / THIQCNESS: 0.6' (ONE LAYER) \ 1 \ \�6� Ir PIPE O 11< 8 �; �\ . 4•`6\01 a \ \� 1 4 \ ? 36 I SAO' � �,_ a __ —� � a ` �'F� � �0 � nF umm Orr �1 _ -_ - \ � N. `66 \\ SMH ROCJ( _ LINED OPTION 6R ASS CR aft 2" OF TOP SOIL P D 2 TEL &TV O O • f / ^ � PAD � ?F .\ \ r - 1,� 3' x d ' �►l� \ - -- __ °' 2 2 NO PARK+NG T!` i� p SIGN VV STAIlm -e NET LINt1% VMAX - P55d Olt EQUAL 2`6 TYPICAL DRAINME DITCH c �9 \Tc9 2N3" SMALK UNDERDRAMI DETAI L PER SDR D-27 259.WL APN No. 264 - 291 -21 \c / LOT 21 N_ 1. PLACE 3 ANCHORS PER S40 YARD OF MATERIAL. SI GRAPHIC SCALE Z. FOP. GRASS OR SURF t ROca( -LINED 0 oN, W s TALL 6EOm Ur STABLE NET. / m o to a +o ran SMH s IN FM > � � & ENGINEERING $ sw - 1 inch it - PI Engineering Survle*g � 8 spasm (619)296 -5565 70 Mission Center Suite 200 ;j a \ San Diego Co. 92108 � REVISION APPROVED DATE REFERENCES DATE SCALE PLANNING �c 13UILDUV6 SI N D RAWN CHECKED CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. BENCHMARK D.M. K.S.S. i� -vans DESCWTI N: SCN Y B.M. JDC 07 CIIS. SO REVIEWED BY PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR: 9A8 ooR a o DEL NoRTE a HORIZONTAL: 20' DATE 3 BY: AA, AA BY: �� LOT 2 0 TRACT N O. 4 5 7 4 9 8 s— c R �� s LOCATION RANCHO SANTA FE RD. � � D • 3 R.C.E. N0. DATE: DATE: / 48592 VERTICAL- iv rs o 3 O F MAP NO. 118 O 9 Y N/A I ��Ml� -� l 17 / ! AL IS Ua 119.475 Qb� U. a O G.S. DATE EXP. 06 -30 -2004 WORK PROJECT NO. 0 SHEET 2 OF 3 APN No . 264-291 -15 LOT 16 NO _ N 00'27'25' W 6777' APN No. 2fi 4 �2 9�J�� -� ' 1. THE BOUNDARY SHOTIN ON THESE PLANS IS NOT NECESSARILY THE RESULT OF A BOUNDARY SURVEY BY K t S EWX EETt & THE BOUNDARY LINES SHOWN HERON MAY HAVE BEEN LOT 15 �- ' ESTABLISHED FROM RECORD DATA ONLY. ' 1 1 2. RELOCATE ALL ON -SITE DaSTiNG UTILITIES _ I �- WOW CONC.BROW DITCH 3. NEW IMPREVIOUS AREA : 2,500 SF ago- 279.21 HP 1 2:1 2 :1 27 � 1� 2eo- 1 6-I&Er Tom - - APN No. 264-291-19 264.14 IE 2 78-- -__.__ 1 LOT 19 c c .6 LOT 20 �' o o EXISTING GRASS � � \ TRACT NO 4574 P i� Pow MA 11809 4. „: �� \ \ ) 1� � �, 4 1 SWALE �;• CONCRETE Z ti� 5• w BROW DITCH APN No. 264-291 -20 � . <;,, .�. � a � �,, ` o -:• - . �� ° � � � FF= 266.09 i O \ BROMTCH • _ e 266.22 €R SDR D-75 1 Q -. - .:.. • -: ! �T� Y� 1 EF . � e � 4 � SEE DETAIL BELOW \ _ � A266 0� LE 1 CONCRETE WALKWAY 10 . �i: }��_� 1 STORM DRAIN r EXISTING BUILDING S - m - 75 34" r� � , �� � � ALL S TIN G unun w h� T O BE OCATED PIPE �, i t�v�' 2,..x+; ,',es'rTaa".',�yry �.t• yL. (PER ARVf111CC1 PLANS) • O`! a 3 g3+ ' �` ` @ ��.a z `T,,' 4 ��N� ` �� . "4 ��°sa + ` s r i ' �ya.� � 8` SECTION A —A g? x, 1 N TS JE 62.96 RIP -RAP PER SDR�40 ROCK CLASS: NO. 3 6ACKING TA 0.6' BLAWtT, ` p \\ p ° n \ ROCK SIZE: 3/1 1 9 ,\ 260.521E (ONE LAYER) 1 " 6 PVC PIPE O 1X -- _ P e 4 36" MIN 61 \\ e o ° `•, e ? ROCK -LINED OPTION GRASS OR TURF LINED OPTION T) �6Z �� a X68 �� 2" OT TOP SOIL a SAN CUT SMH Z ?6s �4r 4" ` g& � 0 3/4" RISER / -263- PAD °p . 6 3 8 + 9 • TEL&TV s� - 262 PAD 6 ?62 _ 16' X 3' 261 a. �►`� �S9 X60 NNONPARKING RO�O �6 4 ` ~259, GEOTEXTILE UV STABLE NET LINING a 258 VMAX -3, P550 OR EQUAL d ?s a WM 6 ----257 i TYPIC DRAINAGE DITCH `�• � L p -256 -- ZS68�� NTS 'Q +? 2N3' SIDEWALK UNDERDRAIN PER SDR D-27 259 .01FL APN No. 264 - 291 -21 �s LOT 21 X54 � orc / 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL STOP 2. FOR GRASS OR TURF 1 ROCK -LINED OPTION, INSTALL GEOTE MLE UV STABLE NET. GRAPHIC SCALE / 20 o ,o m .e .o Q00FE O SMH . � o K&S ENGINEERING N i tme>b = 20 n Planning Engineering Surveying in C�vrl ( 619) 296 - 5665 7801 Mission Center Court, Suite 200 F \ San Diego Cm 92108 8 RAW C HECKED F EN CI NI TAS ENGINEERING DEPARTMENT DRAWING NO. REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING I N Q. M. K.S.S. CITY O 9 cl Uj A S � " z SCNTY B.M. 0073 -a-M SQ REVIEWED BY: PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR: DESCRIPTION: — IN TOP of F�ADwALL 6 LOT 20 TRACT NO. 4574 7988 GR =mss LQOdTl; SW CDR E L CAMIMO DEL NORTE dt HORIZONTAL: 20 DATE . BY: BY: RANCHO SANTA FE RD. R.C.E. NO. : 48592 OF MAP NO. 118 0 9 VERTICAL; N A S EIS DATE: DATE: Q� 119.476 Q� U .S.C. O as DATE EXp, 06 -30 -2004 WORK PROJECT NO. 0 SHEET 2A OF 3 A.EROSION CONTROL EROSION CONTROL GRADING PERMIT PHYSICAL STABILIZATION BMP'S, VEGETATION STABILIZATION BMP'S, OR • EROSION CONTROL MIM E PROVIDED FOR ALL EROSIVE SURFACES- SLOPED SURFACES ESPECIALLY B OTH ' WILL BE REWRED TO PREVENT EROSION FORM EXPOSED SLOPES- SHALL BE pROTECTED AGAINST EIMM BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION STORMWATER R E U I R E M E N TS COUNTY APPROVED BMP'S FOR PHYSICAL AND VEGETATION STABLIZATION ARE CONTROL MATS, ADEQUATE (MOUND COVER VEGETATION AND BONDED FIBER MATRIX. UNDER THE REGULATIONS THAT GOVERN GRADING ACTIVITIES IN THE COUNTY AS FOLLOWS: • NO EXCAVATION AND NItALONG ACTMTIES ME ALLOWED DURING WET WEATHER. OF SAN DIEGO, PROPERTY OWNERS AND PERMIT HOLDERS ARE REQUIRED TO J.PHYSICAL STABILIZATION • DiV1790N DICES SHALL E OONS►RUCTED 10 CHNINE1 RUNOFF AROUND 1HE CONSTRUCTION SITE CONTROL EROSION AND STORMWATER POLLUTION BY INCORPORATING EROSION — GEOTEXTILES CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION AND STORMWATER POLLUTION PREVENTION BEST MANAGEMENT PRACTiCES -MATS CONTROL MEASURES. (BMP'S) INTO THE PROJECTS. BEGINNING THE WEEK OF SEPTEMBER 11, 2000 -FIBER ROLLS • REMOVE ENSiiNG VEGETATION ONLY WHEN ABSOLUiELY NECESSARY. LARGE PROJECTS SHALL E COUNTY OF SAN DIEGO INSPECTORS WILL INITIATE ANOTiHE RO UND OF -OTHER MATERIAL APPROVED BY THE COUNTY FOR USE IN SPECIFIC CONDUCTED M PHASES TO AVM UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT GRAPHIC SCALE I STO w � AND TM PLAiis AM THESE CIRCUMSTANCES. REMOVE TREES OR SHRUBS UNNECESSARILY. Y HELP DECREASE EROSION. PRO, >o • s ,e « REGULATIONS. 2.VEGETATiON STAMIZAIlON • TEMPORARY VEGETATION MUST BE "ITEU ON SLOPES Gilt WHERE COisTRU im t5 NOT — ESTABLISHED INTERIM VEGETATION (ViA HYDROSEED, SEEDED MATS, ETC) IMMEDIATELY PLANNED FOR ERO" CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY A- 280.0 PERFORMANCE STANDARDS — ESTABLISHED PERMANENT LANDSCAPING PLANNING FAST - GROWING ANNUAL AND PERENNIAL GRASSES To SHIELD AND BIND THE SOIL. (� �� - . P . 1.N0 MEASURABLE SEDIMENT POLLUTION IN RUNOFF FROM THE SITE. MU ST VEGETATION STABILIZATION IS SELECTED, THE STABILIZING VEGETATION •PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, (RICE EXCAVATION AND GRADING ACTIVITIES �� �-r� 2.SLOPE EROSION; RILLS AND GULLIES SHALL NOT BE GREATER THAN ST INSTALLED, IRRIGATED AND ESTABLISHED PRIOR TO OCTOBER 1. IN ARE COMPLETE. = 10 !L _ THE EVENT STABILIZING VEGETATION HAS NOT BEEN ESTABLISHED BY OCTOBER WiDE OR DEEP AND MUST BE REPAIRED AS SOON AS IT IS SAFE To DO SO. 1, OTHER FORMS OF PHYSICAL STABILIZATION MUST BE EMPLOYED TO PREVENT • WATER USAGE FOR DUST CONTROL SHALL E MINIMIZED. Hach SILT FENCE �,y 27 �, 3.WATER VELOCITY MOVING OFFSITE MUST NOT BE GREATER THAN PRE EROSION UNTIL THE STABILIZING VEGETATION ESTABLISHED. (TYP -) •� CONSTRUCTION LEVELS. B.SEDMWT CONTROL ON-SITE CONSTRUIC71ON MATERIAL STORAGE AT ANY TIME OF YEAR, AN INACTIVE SITE MUST BE FULLY PROTECTED FORM • STORED MATERIALS SHALL E CONTAINED N A SECURE PLACE to PREVENT SEEPAGE AND - - - - -- -- _ EROSION AND DISCHARGES OF SEDIMENT. A SITE WILL BE CONSIDERE 1.PERIMETER PROTECTION. PROTECT THE PERIMETER OF THE SiTE OR EXPOSED ONTR OACIOR SHALL STORE THESE PRODUCT'S WHERE THEY MR.L STAY DRY OUT OF THE RAIN. (ONIRAC 7 � INACTIVE IF CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD OF 15 AREA FORM SEDIMENT INGRESS/DfSCHAR(E IN SHEET FLOWS USING SWILL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED Qi -SITE OR MORE CONSECUTIVE DAYS. -SILT FENCING �� - ___ _ • � - _ -SAND BAG BARRIERS • ELIMINATE OR REDUCE POLLUTION OF STORfMwAIER FORM STOCKPILES KEPT ON -SITE. STOCKPILES MAY r _ -- IT IS ALSO THE PROPERTY OWNER'S RESPONSIBILITY AT BOTH ACTIVE AND INCLUDE SOIL, PARING MATERIALS. ASPHALT CONCRETE, AGGREGATE BASE, ETD. STOCKPILES SHALL BE �- INACTIVE SITES TO IMPLEMENT A PLAN 1D ADDRESS ALL POTENTIAL NON— 2. AN RESOURCE PROTECTION. PROTECT ENVIRONMENTALLY SENSITIVE AREAS, AND LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS D sTORMORARN INLETS. STOCKPILES SHALL WATERCOURSES FROM SEDIMENT IN SHEET FLOWS BY USING: BE COVERE OR PROTECTED WITH SOIL sTABILIZAnoN MEASURES AND PROVIDED WITH A TEMPORARY _ -- STORM WATER DISCHARGES. -SILT FENG SEDIMENT 70 _`_ LANDSCAPE AREA FOR ND -SA BAG�BARRiERS TRAINING BARRIER AROUND THE PERIMETER AT ALL TUES. -. SITE MANAGEMENT REQUIREMENTS &SEDIMENT CAPTURE. C APTURE SEDIMENTS IN CHANNELED STORM WATER BY _ � �� _ \ _ . _ __ - B M P (�) • ooNTRACioR's EMPLOYEES IM PERFORM CONSTRUCTION N TIE aTY OF oNaIwTAS SHALL BE Ile �- -_ _ -. - ter, >. . ) USING: TR TO BE FAMILIAR WITH THE CITY OF ENCI S TOR MWAT ER POLLUTION CMTROL _ DRY SEASON REQUIREMENTS (APRIL 1 -- SEPT. 30 — — � PROTECTION MEASURES A VAILABLE T YOKE WORKING ON 9TE. THE \• - DESILTING BASINS PROPERTY OWNER(s)AND 1HE PRIME CONTRACTOR MUST WORM SUBCONTRACTORS ABOUT STORM I R - - _- 1.ADEQUATE PERIMETER PROTECTION BMP 'S MUST BE INSTALLED - ��_ ��r - - MAINTAINED. * VELOCITY REDUCTION. OUTLET C110N ENERGY DISSIPATER OF STORM WATER BY USING: REQUIREMENTS AND THEIR OWN RESPONSteIUTIES \ \ \• _ �, 2ADEQUAIE SEDIMENT CONTROL BMP'S MUST BE INSTALLED AND MAINTAINED. -EQUALIZATION BASINS ( WASTE MANAGEMENT 3.ADEQUATE BMP S TD CONTROL OFF -SITE - SEDIMENT TRACKING MUST BE • IBtE Ent PROPERLY OF ALL WASTE AM UNUSED \ \ \ 5. OFF -SITE SEDIMENT T RACK CONSTRUCTION ING. PREVENT SEDIMENT FORM BEING TRACKED CONTRACT MATERIALS. D UMPIN G OF UNUSED OR WASTE TE P RODUCTS ON THE GROUND, WHERE INCITER IIG V . _• s . � INSTALLED AND MAINTAINED. UCTI SHALL E OFF -SITE BY USING: CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. `t �� 4.A MINIMUM OF 12516 OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP'S - STABILIZED CONSTRUCTION ENTRANCES/EXITS ( ' NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE - CONSTRUCTION ROAD STABIUZATi0N • NO SEEPAGE FROM otAiPSiERS 3HAI1 E DISCHADtGED INTO S`TORMWATflR. ERMS/bKES SHALL K \ \\ FROM EROSION, AND TD PREVENT SEDIMENT DISCHARGES, MUST BE STORED ON PLACED AROUND DUMPSTERS TO DIVERT fliE NATURAL STORM RUNOFF. DuMPSTERS SHALL BE C HEED c_MATFRIAi S MANAGEMENT FREQUENTLY FOR LEAKS DIIAPSTER LDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WIiHOUT (, \• SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING LDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN F - X � � I N v a i ':\ ` PHYSICAL STABILIZATION OR ESTABUSHED VEGETATION STABILIZATION BMP S 1.PREVENT THE CONTAMINATION OF STORM WATER BY WASTES THROUGH PROPER • y - \ \ 5. AS DESCRIBED BELOW ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES MANAGEMENT OF THE FOLLOWING TYPES OF WASTES: ORDER AVOID RAIN CONTACT MATH ANY TRASH MATERIAL OF THIS REQUIREMENT. Q a• . p \ SOLID • MANY MATERIALS. INCLUDING SOLVEiM WATER - BASE PANTS VEHICLE FLUIDS, BROKDI - - -- , , _ � � - � • •� - SANITARY ASPHALT AND CONCRETE. WD00, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE ERI 5.THE PERMIT HOLDER MUST BE ABLE TO DEPLOY STANDBY BMP AS NEEDED MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR ` �• r . .'1 '�� \ . \\+ \\ — CONCRETE HYDROSEED SLOPE TT7 COMPLETELY PRaOS TORN EVENT. QUEST, THE PERMIT HOLDER _HAZARDOUS- F REE C ATION 14 DIS FOR IN Oft HAZARDOUS MATERIAL, CALL THE HAZARDOUS TERS HOTLINE TOLL (TYP.) HOURS EQUIPMENT RELATED WASTES ( 436 , 41 FOR IFORMATiON 011 LANDFILLS AND to ORDER DUI�STERS CALL ED00 AT IN \ \�\:\ . �� _ : \ AND PROVIDE TEMPORARY MUST PROVIDE PROOF OF TITS CAPABILITY THAT IS ACCEPTABLE 1T7 THE ;;�` \,� ,�; \�, ` • - t, �; ''� \ x- , \ `, \ 1�RtGAT10N FOR PROPER COUNTY. 2PREVENT THE CONTAMINATION OF STORM WATER BY CONSTRUCTiON MATERIALS O. \ ;� s • . a �' . \ , GERMINATION. YMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST BY: • RE CEPTAC L ES NTS SHALL EE E SITE OFF MW SURFACES. PLACE TRASH CANS MID RECYCLING \\ ; INN \ : • \� \ \ &DEPLO RE(EPTACIES AROUND THE SITE / - COVERING AND/OR PROVIDING SECONDARY CONTAINMENT OF STORAGE AREAS *, 's COMMENCE AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE ARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY \ - TAKING ADEQUATE PRECAUTIONS WHEN HANDLING MATERIALS. PORTABLE TOILETS E PROVIDE rMORKING ORDER AND CHECKED FREQtEhn -Y FOR LENDS \ \ \\ \ / CONTRACTOR SHALL ` �ti - \ { SITE. YOU MAY NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY a \ \�; �, •! t\` IN LETS ON PERVIOUS SURFACES. - = �• \,, �..,`�, ,,� : �, , � �. • ! _ � \ ., � �_ BMP MATERIALS li7 PREVENT EROSION Of SLOPES THAT HAVE BEEN COMPLETED. FROM STORMDRA a p � , �. / - .. \ �� \• 7.11HE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE ALL ODNSiRUCTION DEBRIS SHALL E KEPT AWAY FROM TACE STREET. GUTTER, AND STQRMDRAN. !� 0 0 v \ / = • \ >s r� \ • - TIME IS LIMITED T'0 50 ACRES, UNLESS THE PROJECT PROPONENT PROVIDES STORMWATER POLLUTION CONTROL BMP NOTES CONTRACTOR MUST ROUTINELY OEM AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED 6 t� © w \ • �• -` PROOF ACCEPTABLE 1O THE COUNTY THAT ADEQUATE STANDBY EROSION AND AWAY FROM CONSTRUCTION SIZE a n Vv - SEDIMENT CONTROL MrS CAN RE LIABLY BE DEPLOYED FOR A LARGER EXPOSED RELATIVE TO CONSTRUCTiON ACTIVITIES t AREA WITHIN 48 HOURS OF PREDICTION OF A STORM EVENT. V \ywv v \ THIS LAST REQUIREMENT MAY REQUIRE GRADING TO BE PHASED AT LARGER CONCRETE WASHOUT �\, , 266.22 SITES. AN \\ Q \ � \\ \ s f I ONTRACTOR SHALL ESTABLISH D USE AN N)EQUATELY 5tzF0 CONCRETE M�LASHOUT AREA m CONTAEN \ \�\�,\ RAINY SEASON REQUIREMENTS (OCT. (OC T 1 — — M Aft CH 31 ) WASHOUT WASTES ON SITE. Is ILLEGAL WASH CONCRETE, SLURRY. MORTAR, snxxO, PLASTER AND THE LICE N1O THE STORMWATER CONVEYANCE SYSTEM OR ANY RE(31VING WATER. CONTRACTOR SHALL \. \ . \; \ 2 6 6.0 IN ADDITION To THE REQUIREMENTS LISTED UNDER THE DRY SEASON POST A 9dN DESIGNATING THE WASHOUT LOCATION. \:� \. �\ . \,, \ • \ ; \�� \• _ \�\ \�.'\ - \ \ \\ \ \��� _ REQUIRETMENTS CONSTRUCTION SITE ACCESS \. Vic\ \�\ �. \ \\ \ � ::� /gyp • 11Ei•IKa.ES EGRESS AiD N(ItESS 10 ' UP GRADED ACCESS S♦Np.L BE F� - . � .. ,: \ ' � � <,,,. , \ ` ,. \ , .. � \ �.\ \: \ .• \• � � � T CONTROL BIMP's MUST BE A sTAeluzEO CONSTR UCTION SITE _� \ \ -' \ �. � -- � s\\, � :, � \ • •� - . ..�" � \ �� �. `.� 1.P£RIMIEI'ER PROTECTION AND 'N �..\ - \ �, off. ,� . , \ •,\ �' .,\ �. \ \ \ \ \ \ \� \. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND OR _.. , • �:. �� -�� � .\ :\ :� .� \� � . \,.; SU FFI CIENT P R O TECTION FOR STORMS LIKELY TO PREVENT TRACKING DIRT OFF SITE. �:> � . ,.� \� \.> .���.\\ \ .. � \• �. �\ F NECESSARY TO PROVIDE SUFFl <�,_�.. CORRUGATED STEEL PANELS/hLAIES \- ..� \, �\,���� �. , \.. \ \.., \ \.\��_�\�..����:.\ \_; \ \, •. � � .�� \\ \\�\�....,�:,. �, 1 O CCUR DURING THE RAINY SEASON. CONSTRUCTION \. CONSTRUCTION VEHICLES \ .\ I TI N G BUILDING \ \\ . BE \\ :EX S \ \�:,\ �. - /y� P HYSICAL VE GETATION EROSION CONTROL BMP s MUS \ \,. \ \ \ \�' \\ \• \ \�- �,� .� \ \ \\�\ 2.AN>£QUATE PHYSICAL OR �C \.�\ ..�. ..\_.\ \� \. � \\ \ \� \ \. \ \ ^� . \ \ \ \- \. \. \l \� .• /gyp TO THE \ -\.> .r \ \\ \� . \\_. \` \.\ \ \\ \\ \ \\ \ \. = : \'' SLOP PRIOR ,� �`, \ : \ ` ���\ \ e \ \ \' v� `:• INSTALLED AND ESTABLISHED FOR ALL COMPLETED SL ..�\ \ \\ ,\ INS • AREA AWAY FROM GUTTERS AND STONDRAN SHALL BE DESIGNATED FOR CONSTRUCTION , \ \\ \ \ \� \\ \ _ \- ..�,�:;- \ : \�.\ \ \;. \.. "- • \ A SPECIFIC \ \\ AS IT IS \ r `. \. \: `,\• :\ y� THESE BMP 'S MUST 8E MAINTAINED THROUGHOUT \ \ \\ \ :� . \. .- S TART OF THE RAINY SEASON. ��y�, c�c \. \\\ \ \ :� �. \ ,�: ... \ . � ':.,�. � - AND ROUTINE EQUIPEMENT MAENIENANCE. ALL MAJOR REPAIRS \. \\ \\ � \ \.. -; \� \�.\ :. \ ��.�,_: \ � \ \v \`. � �:�;� \.: \ \,� \:• -.�yr :.�._ �' - '�.Y i PARING, �LJ7M1tiL REFUE LING. VCLRR7. \� \\ \ \�\ \ -. \� i� • OI:F -SITE. \\ \ \� \, \ \ �.:.\ \, \ \\. \ \� = <y ` •i SELE CTED BMP F IT MUST BE ��` \ \\ ��\�. \ \� \�� ..\� � � � \ - \ `�� � i THE RAINY SEASON. IF A SELE AILS, REPAIRED AND SHALL BE MADE \�� \ \\ SOON ... \ \\ \...\. \\o \,. I M PRO V ED, OR REPLACED WITH AN AC CEPTABLE ALTERNATE AS SO \, .: \�� \�\ , ; � � • _ SAFE TD DO S0. THE FAR-LIRE OF A BMP SHOWS THAT THE BMP. AS \� \\ \ \ \ \ \ \ \\ \ ✓ \ \� C / + >�:,_ \.\ ,_ �\ \, , \,\ . \ .\\ \ \�\ \ \ \ \\ ,.�. > \\ ��\ \ \ \• ~„ INSTALLED WAS NOT ADEQUATE FOR THE CiRCUMSTANCES IN WHICH IT WAS FOR \�, \\ �.��� \_� \ \�- ��, \� \\ :� \ \ \ \ \ \�,� \•��,�\ �� \\:\ . \ \ / USED. REPAIRS OR REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP IN BMP (TYP) ' \\ ROOM PLACE. -g 'Z \ \��� \�\�\ \\ \\��� \\ \�\ ~` 1 '' d EXTRA STRENGTH OR TEME FABRIC \��� �� \ \��� \�\ \ � 1! 1 _ ALL OWED AT ONE lily SHALL NOT EXCEED NEEDED 1M11�OUT E „` \\ . \. \ \\ � \� • \� \,- \\ \\ \ �\ \ \ \ \ \� \\ 3.1HE AMOUNT OF EXPOSED SOIL ALL O \ \ \�\• \� \ \���\ \ \. <U Y ON SUPPORT. �� c v'l ti 1.671E THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMP 'S PRIOR TO A RAINSTORM. ` \ STEEL OR WOOD POST 4.A DiSTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING -A TTACH FILTER FABRIC I vv \ ACTIVELY ION E Y GRADED MUST BE FULLY PROTECTED FORM EROS LEFT FOR 15 RIP SECURELY TO UPSTREAM - RAP PER OR MORE DAYS. THE ABLJTY TO DEPLOY STANDBY BMP MATERIALS IS SIDE OF POST. NOT SUFFlCIENT FOR THESE AREAS, BMP'S MUST ACTUALLY BE DEPLOYED. ` ` / ! �� $ ���� I C CONTRACTOR SHALL * 40 BEST MANAGEMENT PRACTICES. �-/ INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT / P � �\ �� IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER SELECT, INSTALL D MAINTAIN APPROPRIATE BMP S. AND REMOVE SEDIMENT. �i TO (AVELBAGS (2 HIGH) \\ \ G LISTED IN COUNTY RE THAT ONE OF THE BMP'S LIS 2- REMOVED SEDIMENT SHALL FILTER FABRIC ARE STACKED TIGHTLY AT A MINIMUM, THE COUN QUIRES 10 3m MAXIMUM SPACING WITH BE DEPOSITED T NT AREA A G \ `, f�•, `�, \ EACH SUBCATEGORY BELOW ARE INSTALLED AND MAINTAINED FOR ALL GRADING WIRE SUPPORT FENCE THAT WILL NOT CONTRIB TO PROJECTS. IF THE PRIXECT PR(PONENT PR(1POSES TO USE A BMIP NOT LISTED s' (1.em MAXIMUM SPACING WITHOUT SED IMENT OFF - SITE AND CAN HERE, APPROVAL FROM THE COUNTY IS REQUIRED BEFORE INSTALLATION. MIRE SUPPCRT FENCE. BE PERMANENTLY STABILIZED. CATCH BASIN -�\ SILT FENCE MAXIMUM FEN CONTO RS EF F ICI ENCY. TO IT ON SLOP E CONTOURS TO FACILITATE CATCH BASiN PROTECTION DETAIL STEEL Oft WOOD \ � ,. a \ � � NIL► E u m POST 36" HIGH PONDMG HT. PN NDING HT N T.S pt \ FILTER FABRIC t4' OFF TAO�uAMCUR1:l AVELBAGS 2 HIGH K8►S ENGINEERING - - T G WAGE H SIDE OF POS t Ir AN Planning Engineering Surveying if 4"Xr l " p N' ' GRAVEL _ \ , ALT. DETAIL SEC TION A • (619)296-5565 7801 Ir�ssion Center Cott, Slue 200 STD. DETAIL N.T.S. TRENCH WITH NATIVE BACKFILL TRENCH NTH GRAVEL . Son Diego Cm 92108 N.T.S. N.T.S. APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIG D RAWN CHECKED Y: CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. REVISION K.S.S. I D.M. K.S.S. of U S '� �. r , o� DESCRIPTION: SCNTY B.M. CHIS. SR REVIEWED BY PLANS PREPARE UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR: — z 8 IN TOP °F 10' DATE : 3 BY: LOT 20 TR ACT N