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2005-9336 G (Plans)WORK TO BE DONE GRADING OWNERS CERTIFICATION HYDROSEED WORK TO BE DONE GENERAL 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY, AND 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. ENGINEER. STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED BA kTED iA DELAWARE CORPORATION A. THREE FEET OR MORE IN HIEGHT IN FILL ARES. APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON 1. CITY OF ENCINITAS STANDARDS COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT G -�i B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT 2. CITY OF ENCINITAS GRADING ORDINANCE 2. THE SOILS REPORT, TITLED GEOTECHNICAL INVESTIGATION, 290 ANDREW OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER 3. THIS SET OF PLANS AVENUE, ENCINITAS, CALIFORNIA, DATED FEBRUARY 4, 2004, AND REVIEW AND SUPERVISION AND THAT IN, HIS /HER OPINION, ALL EMBANKMENTS WITH THE • JA ECKER, VICE- PRESIDENT DATE OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) ADDENDUM TO THE PROJECT GEOTECHNICAL REPORT DATED MAY 25, 2005, APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS SOILS ENGINEER CERTIFICATE 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 5• BYE THE NCITY OF ENCINTASIOSTANDARDSARDS DRAWINGS AND AS MAY BE MODIFIED PREPARED IS GRADING &ASSOCIATES, INC. SHALL BE CONSIDERED AS A ARE ACCEPTABLE FOR THEIR INTENDED USE. OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON AND ASSOCIATES, INC., PART H THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE I, WILLIAM D. OLSON, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF DATED FEBRUARY 4, 2004 AND REVIEW AND ADDENDUM TO THE PROJECT WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO CALIFORNIA , AND I, MICHAEL R. STEWART, REGISTERED GEOLOGIST, PRINCIPALLY 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: GEOTECHNICAL REPORT DATED MAY 25, 2005. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT 7. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICATIONS AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR A SAMPLING AND STUDY -0F THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS. RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE TO FINISHED WORK ON THE SITE AND MALL TAKE REMEDIAL MEASURES TO WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN JANUARY 5, 2004, AND REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT FEBRUARY 4, 2004, AND ON MAY 18, 2005, AND REVIEW AND ADDENDUM TO THE A. 20 LBS. PER ACRE OF ROSE CLOVER DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PROJECT GEOTECHNICAL REPORT DATED MAY 25, 2005, ONE COMPLETE COPY OF THE B. 20 LBS. PER ACRE OF ZORRO FESCUE LEGEND STD. DWG. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SOILS REPORT COMPILED FROM THIS STUDY, WITH 0 RECOMMENDATIONS, HAS BEEN C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA j O 3. ALL AREAS IN C FILLED SHALL BE PREPARED EC BE FILLED AND FILL SHALL SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED �� �\Y" ! R D. 4 LBS PER ACRE OF ACHILLEA MILLEFOUA 73 BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE ti O 2 E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) EXISTING CONTOUR ELEVATION ................ .._-- _...._.__...__..__________ 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT 4 v ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR CONTRACTOR FOR THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING S' No. " ^3 Z F. 1/2 LB. PER ACRE OF DIMORPHOLECA PROPERTY BOUNDARY . ---- .........._....................................... . FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL PLANS AND SPECIFICATIONS. c3 Exp.� m G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE TO GRADING. � OMITTED ON LOCATIONS WHERE THE AREA BEING GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND �* * HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC LOT LINE ........................................ ............................... 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S ® �� J, CIVIL P STREET OR RESIDENTIAL STRUCTURES. SIGNED BY: DATE: - WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ��° 0 H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A EXISTING EDGE OF PAVEMENT ------------------------------ ------------------ WILLIAM D. OLSON, RCE 45283 OF CALIF BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ACCORDANCE WITH SPECIFICATIONS. NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY -y p-p- / DRILLING OR BROADCASTING BEFORE HYDROSEEDING. CUT BANK (SLOPE AS NOTED). . . .. .............2:1 MAX....._.__..______. J�1- 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFELY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SIGNED BY: � pq-�; �► iA 01 i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE. DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF MICHAEL R. STE CEG 1349 �EREDOFOI ALL IN UNOPENED CONTAINERS WITH THE CALIFORNIA FILL BANK (SLOPE AS NOTED)-------------- -----2:1 MAX.................. TO ALL LOCAL, STATE AND FEDERAL SAFELY AND HEALTH STANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED R. Spy DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY LEIGHTON AND ASSOCIATES, INC. ZP Fd ", TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. DAYLIGHT LINE - ------- --- -------------------------- ------- ------------- -- - - - - -- I� CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 3934 MURPHY CANYON ROAD, SUITE B -205 V NO. 1349 - ' J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO C 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF ( %) MILE OF A EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME . CERTIFIED SAN DIEGO, CA 92123 THE HYDROSEED SLURRY AT THE DISCRETION OF THE CUT AND FILL LINE ------------------------_- __ - STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL TELEPHONE: (858) 292 -8030 ENGINEERING CONTRACTOR. F HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PROJECT NO. 041079 -001 GEOLOGIST ®� 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 PAD ELEVATION ------------------ ------ ----------------------------------- - -- - -- PAD 78.0 RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CAl\ ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. LOT NUMBER - ------------------------------------ ------------------------- - - - - -- - BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY 78,25 CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL DECLARATION OF RESPONSIBLE CHARGE MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO PROPOSED FINISH GRADE ELEVATION ----------------------------------- - - - - -- PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER THE SOIL IN ADVANCE BY CALLING (760) 633 - 2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16 -20 -0, PROPOSED MASONRY RETAINING WALL - -------------- - C- 3�G- 4-------- SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE WITH 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. ----.- 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PROPOSED CONCRETE DRIVEWAY ............... ............................. WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND .. �° CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO EROSION CONTROL ENGINEER'S TRADE PROFESSION. THE ENGINEER FURTHER AGREES THAT 1NE AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT HYDROSEEDING BY: PROPOSED GRAVEL PAVE DRAINAGE SWALE ---------------- ----------------- ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN WELDY AT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS OF THE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE (760) 431 -0800 (24 HOURS) TECHNICAL SUFFICIENCY OF ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE COMBINATION OF: PROPOSED GRASS PAVE DRAINAGE SWALE --------------------------------- HAULING OPERATION. DOES NOT RELIEVE THE ENGINEER RESPONSIBILITY FOR THE PLAN OR DESIGN OF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD A. TRACK WALKING SLOPES STEEPER THAN 6:1. PROPOSED D.G. SIDEWALK -----------f-------- 11. UPON FINAL COMPLE11ON OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL " " " ' BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID HARMLESS THE CITY ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT B. RIPPING AREA THAT WILL NOT BREAK UP USING ITEM "A" FLOW LINE ELEVATION --------------------------- • --- • --------------- ---- - - - - -- FL 77.04 GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER . ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR ABOVE. PERMIT NO. 6993 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 3_ DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND FLOW LINE - -------------------------------------------------------------- - - - - - - e THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED "AS- GRADED APPROVAL OF THE ENGINEERING INSPECTOR. EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: - - PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE /l A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP 18" R.C.P. STORM DRAIN ------------------------------------------=----- - - - - -- - OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING f1 �c �� •,%rj�-OS BUT NOT SATURATED SEED BED. - ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF BY: DATE: CATCH BASIN TYPE 'F' ----------------------- •-- ••- •-- - -D -7• - PRODUCING RAINFALL. JORGE H. PALACIOS B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING RCE NO. 32031 C STORM DRAIN CLEANOUT TYPE 'A' D- 9• - - -- -- � O Iv •y; 1 OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR ----- �--- �� -�� - -� -- _ O = L% P g GROWTH. MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING JP ENGINEERING, INC. c PRIVATE CATCH BASIN BROOKS 3636 OR EQUAL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS o HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS (BROOKS OPERATION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 48858 BONBON CT., STE. 205 4 i GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS PRIVATE CATCH BASIN (BROOKS 1212 OR EQUAL) ......................... NPDES STATEMENT /SPECIAL NOTE: SAN DIEGO, CA 92111irae62031y WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ( ) 569 -7377 126W06 t PROJECT IS COMPLETED AND ALL SECURITY RELEASED. PRIVATE STORM DRAIN (HDPE SMOOTH FLOW OR PVC SCH. 40) . - NPDES PERMIT NO. WDID 9 37C333644 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF WATERS CREATE A HAZARDOUS CONDITION, tip PROPOSED FIRE HYDRANT ............................ WF- 0.1-------------- STATE WATER RESOURCES CONTROL BOARD ( SWRCB) ORDER NO. 99 -08 -DWG 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN C. .. ....... FIRE DEPARTMENT NOTES: PROPOSED WATER SERVICE .......... ....... ......WS- 07 ............. (N.P.D.E.S. GENERAL PERMIT NO. CAS000002), WASTE DISCHARGE REQUIREMENTS SHALL BE INCORPORATED HEREON. --------� FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ESTIMATED QUANTITIES: 1. CONSTRUCTION MATERIALS (LOTS 5,6,7,8): PRIOR TO THE DELIVERY OF ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE PROPOSED ATRIUM GRATE (6" DIA. MIN., NDS GREEN OR EQUAL) ------ - FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EXCAVATION: 61 C.Y. FOLLOWING CONDITIONS FOR LOTS 5, 6, 7, AND 8 SHALL BE COMPLETED TO PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE EMBANKMENT: 9.909 C.Y. THE SATISFACTION OF THE FIRE DEPARTMENT: EXISTING SEWER MANHOLE .. ------------- ........................... ........ .. M.H. O DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF IMPORT: 9.848 C.Y. GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE -OF - INTENT (NO) 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END REMOVE AND RECOMPACT: 7.160 C.Y. s WILL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY EXISTING SEWER MAIN . .. ...................... ............................... WITH THE CITY OF ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. W COMPLETED NO /FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS AFTER EACH RAINFALL. NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR EXISTING WATER MAIN ---------------------------------------------------------- PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. PERMIT PURPOSES ONLY AND ARE NOT TO BE B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE_ 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE USED FOR FINAL PAY QUANTTES TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY EXISTING WATER LATERAL AND METER - --------------- IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE VEHICLES. OHU OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9117 -G, AND BY SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE EXISTING OVERHEAD UTILITIES .................. ............................... SWRCB ORDER NO. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF SITE ADDRESS: C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THERETO, SHALL COMPLY WITH SPECIAL PROVISIONS AS SET FORTH IN SECTION THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 290 ANDREW AVENUE THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. EXISTING GAS MAIN LINE ....................... ............................... 0 C.7 OF SWRCB ORDER NO. 99 -08 -DWG. ENCINITAS, CA 92024 2• OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: ALL ROADWAYS SHALL EXISTING GAS METER ........................... ............................... �© IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH AND BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED IMPLEMENT REQUIREMENTS OUTLINED WITHIN THE CALIFORNIA COASTAL OWNER INFORMATION FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE EXISTING STORM DRAIN PIPE ............................... .....------------- COMMISSION COASTAL PERMIT NO. 00 -251. BARRATT AMERICAN, INCORPORATED WITH THE UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. 5950 PRIESTLY DRIVE EXSITING STORM DRAIN CLEANOUT ............................................ BARRAT AMERICAN INCORPORATED NOTIFICATIONS CARLSBAD, CA 92008 0 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY NO.: (760) 431 -0800 IY PIPES AND EXISTING PRIVATE CATCH BASIN ----------------------- ---------------------- �_�- STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF BY: DATE: 19 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING G. J K BECKER, VICE- PRESIDENT UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SEWERS LEUCADIA WASTEWATER DISTRICT 760 753 -0155 SI TE m GAS & ELECTRIC S.D.G. &E. 800 422 -4133 m 0 WATER SAN DIEGUITO WATER DISTRICT 800 422 -4133 Z AVENUE TELEPHONE PACIFIC BELL 1800) 422 -4133 LA COSTA CABLE TV COX CABLE (800) 221 -4188 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. AV A ANDREW o 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR Et 2 PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENE OF z 5 INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. LTS PUBLIC WORKS DEPARTMENT PARKS DEPARTMENT v 5T PACIFIC r OCEAN y BY` LEGAL DESCRIPTION �Z -23 -13 DATE, flVl2-1 10,5 __�� /6�d j ALL THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION JP ENGINEERING, INC. STEVEM R -SON£ E�si2y AarE %�� 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO lz CIVIL ENGINEERING OLAND PLANNING 1SURVEYING COASTAL LRND L�Tt0µ5,xnlG IGNATURE EXPIRES 2 YEARS FROM DATE SIGNED MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 513, FILED IN THE OFFICE OF 'o LEUCP0IA BLW 4849 RONSON COURT, SUITE 105 WA SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY, UNDER v SAN DIEGO, CA 92111 REVIEWED B THE TITLE OF EANTONVILLE- m (858) 569 -7377 FAX (858) 569 -0830 ASSESSOR'S PARCEL NUMBER: 216- 8 VICINITY MAP G ENGINEER OF WORK: FILE CODE: %� m 7 5.O BY` P�ii BY; r BY ST VEN L, DEERI RCE 26514 'g go r NO SCALE J.H. PALACIOS, R.C.E. 32031 DATE 747 -04 DATE: G127los- DATE: / -05 DATE; Q F: \PR03ECT\747 \747- grdl.dwg,06 /15/2005 03:40:28 PM SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED SIGNATURE EXPIRES p2l EARS FROM DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING AND BUILDING DEPT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO, ZL AS - eorLs 1365-1 .( PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMENDED APPR ❑V GRADING PLANS FOR: 9117 -I COSTA AV BRIDGE OVER LOCATED AT &SF LA RR ON HORIZONTAL N/A BY._ oS BY: ��_ BY; CITY OF ENCINITAS TRACT NO. 04-066 9336 -G /a e �� DATE 2 SW CORNER OF CONCRETE WALK 32031 // 290 ANDREW AVENUE STANDARD DISK FOUND FLUSH WITH VERTICAL N/A DATE: Q y � - R,C.E. N❑, DATE; "o f DATE; 8 ��"S SURFACE. �T ELEVATION = 59.308 JORGE H. PALACIOS EXP. 12 -31 -06 PLANNING CASE N❑. 04 -066 SHEET 1 OF 4 L d 01 N W G\ U N Z C7 � Z_ (/j W Lo W O Z z _ � LU U r � Z � O M o tY 00 Lo m 00 -- E z 7- (� Ld W -,ry z 3 Q 1 Z Q = f'J ] i � N� . \ o _ 7,6 2 " `J J PROPOSED 18" RCP STORM 9' DRAIN. FOR PROFILE, SEE / J��r�� SEE 933(. -GP FOR AS- SOXCr rHFORMATXvAI d r, RX&AFLOT144 %MP3' foK.. hors 1 -41 SPECIAL NOTES: lb � o. 51 � IMP. PLAN DWG. NO. 9336 -1 / �' /, � � 00 JJ 1 NORTH SOIDESOFP SLOPE 5 ANDT6EARE TO oo ` �o t BE IRRIGATED AND LANDSCAPED WITH \ o \ \ 1 TYPE 'F' C.B. \ /� GROUND COVER AND SHRUBS TO THE - RIM EL 79.73 o� 58 ° �- FL 78.60 SATISFACTION OF THE PLANNING \� IE 76.16 `� r J /.� DEPARTMENT. AN IRRIGATION AND \ ��� \ 14 / EXISTING IMPROVEMENTS °' �/ EXISTING EASEMENT FOR PUBLIC HIGHWAY AND LANDSCAPE PLAN WILL BE SUBMITTED \� a a \ \ a� k PER DWG. N0. EMEMT �� V o INCIDENTAL PURPOSES GRANTED TO THE WITH THE PRECISE GRADING PLAN FOR �° W� \ �o Q COUNTY OF SAN DIEGO, RECORDED NOVEMBER 1, APPROVAL BY THE PLANNING / �� �\ 1951, AS BOOK 4279, PAGE 568, O.R., AND DEPARTMENT. \ /°j`�/ m EXISTING EASEMENT FOR PIPE LINE, INGRESS AND EGRESS, AND INCIDENTAL PURPOSES GRANTED 2. A FENCE PLAN WITH DETAILS, o M W \ a' m v w h TO THE S.D.G. & E. CO., RECORDED OCTOBER 13, PATTERN, AND COLOR OF THE WOOD O 0 1950, AS BOOK 3896, PAGE 185, O.R. / FENCE WILL BE SUBMITTED WITH THE $ W k W O� �• $�° \ �. \ � k o °�� �° o PRECISE GRADING PLAN FOR APPROVAL �a �� _ r BY THE PLANNING DEPARTMENT. J Yl °o°• 9. m J o 0 I t4G POWER a ST fB" O o� Qo �\ k �a0 \ ° 7g.: Q Q ' = 202748 W y. a EMAIN o TW 7 G 16 ly h • o a \ ON Of EX15(11 l 0 PRIVATE STORM DRAIN DATA NO DELTA BRG. RADIUS LENGTH REMARKS 1 S 74'56'11" W - 18.00' 6" HDPE OR PVC 0 19.4 2 S 74'56'11" W - 92.00' 8" HDPE OR PVC ® 1.0% 3 N 15'03'49" W - 89.95' ' 4 N 15'03'49" W - 10.00' " 5 N 15'03'49" W - 90.00' " 6 N 15'03'49" W - 10.00' 8" HDPE OR PVC 0 2.0% 7 N 15'03'49" W - 78.50' " 8 S 83'45'59" W - 10.00' 6" HDPE OR PVC 0 1.0% 9 S 83'45 59 W - 75.00' " 10 N 08'31'47" W - 66.00' 12" HDPE OR PVC CAD 1.0% 11 S 83'45'59" W - 8.85' " 12 S 83'45'59" W - 59.00' 13 S 83'45'59" W - 59.00' " 14 N 15'03'49" W - 10.00' 6" HDPE OR PVC ® 1.0% 15 N '15'03'49" W - 10.00' 16 N 15'03'49" W - 10.00' " 17 S 06"14'01" E - 4.34' 4" HDPE OR PVC @ 2.0% 18 S 06'14'01" E - 4.34' 1g S 06`14'01" E - 4.34' " i \ LO o� N ¢ N _ 8. ,\ 0 00 C``,c� /p qM� ORT10 Of MAWNRY FX1SnNG 8" j N 6: ^a. 'W'7`, r /� o o i� 1 a R /SIN W REMAIN k \ 05 F{y� If _ o o j ' \ N 78. _ • \� �/i�{N o \- w/ cy 5 k 5\ oo RfION f E IS11NG 6 A _� BW 7 57 ^ • =79. ".''': 79' 1 ASP 6 +00 1 Y \ °d BERM AND PQ ION OF N ON v g b ¢¢ 70 ° H "E \AININ� LL 70 BEa Z R 'OH ° EXISiIN� C L RISER TO BE \ k \ $aa os` s s o �_\ d ►o - +: ° G �o �� �° o RELOCA BY o �� n j ' 7 •00 0 . 00 q O• . :, : a o $ p5 EXIS�111G ®ELECTRICAL SER�ICg POLE k N 7 $ 0 �� 0 1 O9$^ K k �0 \ TO BF�RELOCATED BY OIIIER� \� �_ �$ n 33 9 \ N 0 0 0_ v x i EXISTING TELEP9ONE PO h W ¢ BW g5 ISTINGOVERHEAD 1 \ ^:• ;.: ti v $ gL $1 O8 �o c BE RELOCATED A61510T ' g k SERVICE TO BE �� REMOVED 1p' 81.1 " ..,. , \A . c�0 8 ° ` \ k o� o F.H. ISTIN G N 8 v I mN n _ OD FENCE.. o - ✓ ro 6 J �' rV PORTION EPoD N � RIME 79.04 1 � • ti O � ^� IE 75.42 IN o �' ' ROAD DEDICATED IE 7532 OUT ^ � k 1°n a°p � 4! k 3 \ °NOT A H 9�gs� •.•. �F� �✓ ° 3. c� PROPOSED 8" RCP STORM O I s i 4 DRAIN. F01�PROFILE, SEE - -- j 7.3 � \ 'h 1g•S' �� \�� c� °� <r � -� // IMP. PLAN DWG. NO 9336 -1 = A.P.N. 216 - 410 -14 , v 7zoo 8.0 O { : PAD TYPEI C.B. PER t\ / B : ' 80•30 /78.80 \ 1 \ ' m X731 v - •,,``• f. `,. 1 -0�LE 1 IE 75.58 OUT v a J j: v V { 4� \ �' \ �1uFAl�l��� OH IE 75.60 IN \ PAD �.5 \ EXISTING- RHEAD 4� 83 • OH © $3 °j 4' ��� \ \ � 2 UTILITIES TO R 3 5_ g 4' MAX. WOOD FENCE W/ GATE M ¢ B \ s N �. �r- R C1: - PROPOSED 6' ° 9�g3 STOP�IGN WITH r INSTALLED AT LOT 4 FOR LANDSCAPE „ ` ` X 12 "x 12" C.B. BMP - HYDROSEED PRIVATE DRAINAGE 2 12' STREET S16N °� • . • �1 �8f ��a `� �� MAINTENANCE (SEE SPECIAL NOTE 2 \ m _ TG �9c91?- 11•Sl Z/ GRASS SWALES EASEMENT 58.35 k 5 6" MIN. AND LANDSCAPE PLAN) `n ° IE �669� �G_�� i : \ \ 0 1 EXISTING CHAIN LINK $ °'. �2' ti °j co - -�- ' : o o k a co \ : - - - - - "NO PARKI s • ry• EXISTING POWER,POLE �a k '"� � '� FENCE TO BE REMOVED '� � - TW ELEV. 18" d SHOWN ON PAD ELEV. BW p- - O \ ALLOWED" SIG) ti o _ © 9 \ p ,co \ 22870 AND ANCHOR-. � o � PLAN LOTS 4 S� ` ¢ 77j.67 a 50.00' •' • A IJ 2 1 w 83. - -'� � \ 8 9 °' o \ 8 TO REMAIN SWALE 1% MIN. \ SIGHT VISIBILITY CLEARANCE EASEMENT ¢ SHOEWNV!)N \ \`�� \_ a 7 _� �- h0 �+ N` W / O \ PER MAP (NO OBSTRUCTIONS INCLUDING • N a SIGNS, HEDGES, SHRUBBERY OR NATURAL $ N 6 0 M PLAN TOWARDS C.B. o \__ N TG 782" C.B. $� �^r \ n m e SUBDRAIN PER d: -� � LBW TG 78. \ �- 163.57• - 11357-'- . - 19' 1ti �• � f -GROWTH SHALL BE PERMITTED HIGHER „- r _ SOILS ENGINEER ^ r) r, r IE 76.50 \ Fl 7 5 0 �p' \ f THA THREE (3) FEET ABOVE THE LEVEL \ 11 I OF SHERIDAAN ROAD AND ANDREW AVENUE �� I IF ELEV. ON / 1 ^ n 6 \ \ \ s • i "NO PARKING \ WITHIN THE -SIG VISIBILITY EASEMENT) k PLAN 12" STORM DRAIN \ \ ^ \ i 10' PROPOSED PRIVATE EXISTING GREENHOUSES AND 7� 12.08' h 2Z ALLOWED" SIGN \ co RETAINING WALL X \ p 76 DRAINAGE EASEMENT \ REENHOUSE FOUNDATIONS TO PUBLIC U�TLNffi) D w `\ ` � \ \ Q BE REMOVED EMERGENCY ACCESS PAD 83.6 \ : : \ \ E¶S�ES AND NCI EIS PUBUC TYPE 3 PER L 9 '• STD. DWG. C -3 A.P.N. 216 -410 - \ ° �6 � )90 5 f \ /� 3 F.H. \ , PURPOSE: GRANTE T THE �o ¢ B EASEMENT PER MAP \ so; PAD 82.9 TYPICAL SECTION B -B "� 0 7q 5 WATER PO UTION CONTROL \ \ EXISTING CHAIN LINK ` S.D.G. & E. CO„ CORDED X76! 0 ; -r WOOD FENCE PAD �:� LANDSCAPE - � , ( �� \ OCTOBER 22, 19 � BOOK NO SCALE x 1F 75 BE PRIVATELY��AAAINTAINED AND 79, j WATER EASEMENT-GRANTED TO SAN t �': \ FENCE TO BE REMOVED � ',' ' 1966, PAGE 226, R. \ EXISTING WALL ¢ BW 76. �' 6' PROPOSED P ATE NOT TO BE MODIFlED WITHOUT DIEGUI WATER DISTRICT PER MAP k t / 7 A PERMIT FROM CIS • ' Q \ 7A a TER LINE OF E ISTING 2' FOOD FENCE W/ GATE FENCE TO REMAIN ^- I 6" IE 75.75 IN DRAINAGE EASEMENT ( PUBLIC SEWER EASEMENT GRANTED�I - ° ° SE OT ON EA INSTALLED AT LOTS 5 & 6 `O Q { / - �� IG �- o o ai N _ - 6� 36 "x 36" \ FC 6 BMP - HYDROSEED i • o o "NO PARKING O 7 2 LWD PER DOC. N0. 2005- o5367Z�. \ App SIDE FO PUBLIC UTILITIES AND FOR LANDSCAPE MAINTENANCE 12 "x 12" C.B. CATCH BASIN T$' 0 GRASS SWALES 6 R ¢ _ ALLOWED" SIGN °�' FL 7 5 78.94 RECORDED _suuE z7 .2005, 0.. � \ t� INCID LhURPQSES GRA D (SEE SPECIAL NOTE 2 AND �' TG 78.20 \ TG 76.93 , 7$15 18 �9 Z \� FATS 4" IE 75.91 I / \ k \ T TH' E S.� & E. �0 , R ¢ LANDSCAPE PLAN) IE 72.76 r C s 6 - . - %: \ : A lUM GR TE S 12" IE 72.10 IN \ W 2 >N O? Q < CORDED JUL 16, 1928, d •r T 8.00 k ` 0 �6 1 \ 2 ' PUBLIC SEWER EASEMENT GRANTED 4 I OK 1498 OF DS, PAGE 269 PAD ELEV. 10 ! .. 7. 4 0$1 �O TO LSD PER DOC. N0. 2005- 7 ] 0' _ 25' r 1\ rT r r LOTS 5& 6 k u IE 00 75.00 - -- �j v Q� \ F r1 I r k J L,,/ , s - - __ 1 12"X 12�C. _ - 12i X 12" C.B. TW ELEV. 6" MIN. < v 74 -o�� \ O i i g ® ,$5 0 1g13 0� TG 82-150 82.0 T 8}�$- 82.E CORDED 3u� L7 .2005, O.R. EXISTING�YkSEMENT FO UBLIC X 111 ^ OD G.c,/ -- i • -• °( SHOWN ON 1 �� L kB 75.67 " '• s�* • 4 >4,i�_, i i i j v �$1 t- SI IE9#� -79.15 : -_'` If� �9c59 -- 79.5'( ( ) 2 , - j 12 IE 72.10 OUT HIGHWAY AND�4NCIDENTAL PLAN I ao ti- -SEE SPECIAL NOTE 1 � ATRIUM ATE � • -'�' �•> __ 4" _ w TG 77.00 g 11 - o g1 1 1O • o i5 - >g \ PURPOSES GRANTED TO THE a BW ELEV. SWALE ®1% MIN. \ IE 75.00 0 ¢ 12 "x 12° C.B. 0 I N 11 1 h 1% 0 11 N 00 X90 v� �$.2 •1 %, T$ $56 N °0 1 \ : - - : °: ^ 2 COUNTY OF SAN DIEGO, RECOR D g SHOWN ON �1' \ o �4" IE 74.91 I� 8� % r 95.40' 52.25' 52.35' \ 99.90' .`; k ' / OCTOBER 30, 1928, IN BOOK T� 9 TOWARDS C.B. \ co ;o TG 78.30 -- f I OF DEEDS PAGE 282, O.R. M PLAN :W ro + \ �0 QI �SUBDRAIN PER IE 72.01 �ay0 - o° Q M b 1$O N )e °0 47.65' IB, o / lll� SOILS ENGINEER \ 3 h i C) J' WART WAY `SO o 2:1 0 2:1 W � � �o v \ J 100.00, 0 7 5' �� ~ O ^ co rn o TF ELEV. O M m °0 h0 _ 0 \ "� O "i \ co SHOWN ON //0? N \ - `k BW 74.67 i \ 11. \$ ��90 " - N 08 k PLAN 12" STORM DRAIN _ �` - X74.00 WOOD FENCE ��Sj C "NO PARKING C 12 "x 12" C.B. \ •{ " k RETAINING WALL / \ 1F \ 12 "x 12" C.B. 1- - I \ _ _ 3.67 j ALLOWED" SIGN 6 TG ;17.60 78.31 STD. DWG. C -4 �� \ % \ BMP - HYDROSEED \ WATER METER \ Q TG ?8 5Q 78.79 q&-Q9 7� 14 EXISTING 2" WATER METER ` • -- - - /� , 1�GRASS SWALES TOP OF GRATE TO BE 2" (TYP) �j IE ir.96- 7S.7y � f>� ( #17558689) TO BE REMOVED, 3 �E X10 N j 1 A � ABOVE GRASS PAVE CHANNEL Ap 5 5 '- } :_ AND 2" WATER SERVICE TO TYPICAL SECTION A -A Cj� ^ ' ` p0 \ FOR DETENTION PURPOSES \ 10'. 9€ ABANDONED AT MAIN �� \ NO SCALE M0.3�039 asp C.t k 1 0< , 6 \ >) \ 10' PROPOSED PRIVATE \ I u d M U N �\ 7 p DRAINAGE EASEMENT 3 O-) a- J Z \ % \ \ ' / ' 12 "x 12" C.B. PAD 78.9 0 ° PAD 78.0 X90 \ �- PAD �8 9- ° Q k \ Q i i N i\ PAD 79.5 Q c5 o \ 2 Z cf) _ �✓ TG �B 39 77.88 ° l 8 8 \ \ I� �� \ Ln Z OFgAI A.P.N. nv216- 410 -05 42 0 - - \ 11 k ° ¢k ° I o° w ��. r W 0 10 20 40 80 y / 1 1 \ j \\ i GRASS SWALES R SEED 1 a N �> I Mi \ k Z O O.S. V �. co q 10' PROPOSED PRIVATE\ / j r- k = vii �) �l 1 l f aJ \ LZi1 I� SCALE / " 20 � Q 1 DRAINAGE E EM \ 1 >5 w w \ U r, o EX 11NG ASPHALT ST s { 12" IE Q 6 `L TO BE REMOVED 2 a v~i \ Z I NOTE:REMtSVE�UT TO O \ 4" IE 4. 1 IN 12 "x 12" C. TG 12 "x 12" C.B. �- " C.B. k k W (n Lo FOR IMPROVEMENT PLANS, SEE DWG # 9336 -1. ATRIUM GRATE / -, &69- I G ,76�& j T g 7$- 3 - o �c r r TG 76M.- 9 / 7 j IE 72• 1E X7141 _I IE- i88 7 7 ' : k IE �fr98 75.og 3 ' o IL IMS -Mill) 6 E-7�- y5.� __ PORTION 0 REW A / ^ \ \ � O � /, /I IE 7'4.50 I d _ , : �: DEDICATEDR MAP \ Q 00 JP ENGINEERING, INC. JJ1r r' 1 j� 1 1. H: Ln CIVIL ENGINEERINGm LAND PLANNING SURVEYING _ 5• f 7 �. 100:00 : _ _ t 1$ 3i d 4849 RONSON COURT, SUITE 105 LOT ° aE 70. OUT- 90,3 '- - - -- - - 00:00' g9.88' SAN DIEGO, CA 92111 72.0 T - O (n 00 _ (858) 569 -7377 FAX (858) 569 -0830 M _ - _ _ N1503'49 "W r _ M 415.18' _ M o° `PROTECT EXISTING ' _ o o° - _ ^ -- ENGINEER OF WORK: FILE CODE: A.P.N. 216 - 410 -04 k ^ fi ' \\ k - 85.87 56.27' 38.73r 85.11' lg•pg MEET EXISTING IMPROVEMENTS 7-25-05 ^ PER DWG. NO. 9117 -1 AND 747 -04 12" H.D.P.E. 2% PER o 0 9117 -G W J.H. PALACIOS, R.C.E. 32031 DATE DWG. N0. 9117 -G \ 9t.8�v 95.00' 104.20' 92.68' g W W NOTE: PRIOR TO ROUGH MOPOSED 10' TW-\79.33 ' TW 78.33 r 1' TW 80.00 r k k P F-i 0' r � h H � Z GRADING APPROVAL, OFFSITE 3 R� I J J _r J 1 J J TW 79.33 k I \ F: \PRO)ECT\747\747- R747\747 07/26/2005 09:06:17 AM GR HDPE SHALL L, INSTALLED ~ ' O \, ] k PER�MAPE NO514974 M ) \� �' 1 J�11 r A J J rl A c J 1\1 0, 03-00-9 J\II A P I 1\1 J -14-974 z Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N❑, W Q 0- 1 ADDITIONAL GRADING AT NE 1365 -1 PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMENDED APPROVE GRADING PLANS FOR: CORNER OF INTERSECTION OF A 9117 -1 BOOK, NO OC 0145 LOCATED ON LA Ae�e� ANDREW AVENUE AND COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL 1' =20' ���� DATE ZS "�J BY: BY: CITY OF ENCINITAS TRACT NO. 04-066 036 -G SHERIDAN ROAD ADD C.8. $ p SW CORNER OF CONCRETE WALK �f /� �-�-> STANDARD DISK FOUND FLUSH WITH R.C.E, NO. 32031 i 40718 SURFACE, VERTICAL N/A JORGE H, PALACIOS DATE Q� %4 /Oi DATE; IELEVATION = 59.308 EXP, 12 -31 -06 PLANNING CASE NO. 04 -066 SHEET 2 OF 4 TYPE 'F' C.B. 59 ° RIM EL. 79.73 FL 78.60 / �! m\ ` o ^¢ ` p IE 76.16 b�0$�.I ^ 16 \ 1p EXISTING IMPROVEMENTS O� EXISTING EASEMENT FOR PU LIC HIGHWAY AND / N 6 V o INCIDENTAL PURPOSES GRATED TO THE ��� 0= �� \ as x �° PER DWG. NO. 1365 -I 14 �. TY OF SAN DIEGO, R CORDED NOVEMBER 1, 195 K 4279, P,�E 568, O.R., AND / k - Q EXISTING EASE ME PIPE LINE, INGRESS AN �. h Q Q EGRESS, AND INCIDENT SES GRANTED $ Q 4 hry 1 TO THE S.D.G. & E C RECORD OBER t/3,/ `\ 950 AS BOOK 3896 PAGE 185 0 R �eXl- o po • o o� ^ �o ` r j, / S� ��� ro� 85.92 0 EM$IN tW 7. -TF 78. o 9 j n o o ° m \ n k `n co 78 � :: ^: - �\� . ;� .�♦ ,° ,,�/�f _ 0 6 p �- ti x "3 � 0. 0��� k \� 4'�'`6O °^ .v. a � `° h (o --07 7 - 79.7 g • v ASP per. �0_- °- \ 2 > �� o� ,�o N 3 Q H �� f0y� 37 �I Cl a i85� CC) e g i lD ? 17 T o k \ co pco Q BW EXISTING OVERHEAD x 8. SERVICE TO BE \ �` : -_. -• g. ,. , , »_,._ .. v �2 "50 . g �o Q o v o EXISTING F.H. / o N REMOVED 0. "° i� y0. _ : M ° O�J - ° J \ \ �\ o Oh 06 1 \ ti rn� ti 83.8 '0 PORTION OF SHE3D��N N o� / , k 0 0 \ ROAD DEDICATED �� k m 3 m A _ \ "® A THROUGH 84R �2 ' rn `t _ S g'• is N W- • 83.2 �°S \ SIGN - -_ - -- l� A.P.N. 216 - 410 -14 e 77 PAD 80.5 \ ENTRANCE \ s _.. ` $2�" :� S.G 3 82.6t \ IN UTILITIES PAD \1.5 \ 37 cr 6A IN 3.a5 � _ „,f, PROPOSED 6' B4 \ \ ` p. . ¢`\ lb 85 k 12% 12" C.B. \ PRIVATE DRAINAGE �:` -- 83 STOP SIGN WITH 8 \ : y 85 STREET S�tiN \ ° ° _ TG 79.00 \ EASEMENT M O IE 76.60 \ \ F o _ 1 43 EXISTING CHAIN LINK x f g » ` ° 5 � \ .� ---- FENCE TO BE MOVED "NO PARKI s � . \ EXISTING POWER POLE Q \ ALLOWED" SIG _ P22870 AND ANCHOR O \o ew 4 > NOTE: \ # S� 6 8 \ TO REMAIN rF 7z _ 5o.o0' 9 \A CITY ENGINEERS DISCRETI& OR \ ? \ SS ? N IF DS ARE LEFT VACANT FOR~ SIGHT VISIBILITY CLEARANCE EASEMENT \ �\ \ \ = PER MAP (NO OBSTRUCTIONS INCLUDING \ �� \ _ LONGED THAN 2 MONTHS, ENTIRE \\ $i?. . CHU °v 1'L 12" C.B. ° � _ \ $g\ A_' SIGNS, HEDGES, SHRUBBERY OR NATURAL (D \ 08K TG 78.E ` =- '= c:- '3�� =� ___::__ :_. -- 173.57' : 9 "2 PAD SHALL BE HYDROSEEDED. -GQOWTH SHALL BE PERMITTED HIGHER r) r 7. E 76.50 FL 79: - o° _ 8� __ \ THA THREE (3) FEET ABOVE THE LEVEL \ _ OF S�I AN ROAD AND ANDREW AVENUE \ WITHIN THIS IGHT VISIBILITY EASEMENT) "NO PARKING 2 \ \ x tl F ^ r EXISTING GREENHOUSES AND \ 72.08 h 2's, ALLOWED" SIGN L 'I 10' PROPOSED PRIVATE A \ REENHOUSE FOUNDATIONS TO PUBLIC UCLIg) k \ 7g DRAINAGE EASEMENT EMERGENCY AC \ D B REMOVED =_ "= PAD 83.6 \, : \ ,I.` m �- EXISTING EASEME FOB PUBLIC x TI TIES AND INCI Ek � o ,� 76 0 9 � EASEMENT PER M /� =_; -; \ :8p� PAD 82.9 - L� - A.P.N. 216 -410- - \ B 7� p O \ _ -, F.H. \ \ PURPOSC�GRANTE TITHE LANDS APE AREA FOR STORM / O \Q \ _� { \ S.D.G. & E. C9 CORDED F�J PA 79.5 WATER P0�6UTION CONTROL TO O : o. , \ \ 12I TING CHAIN LINK o { r OCTOBER 22, 19455 BOOK TF k BE PRIVATELYINAINTAINED AND \ qg. WATER EASEMENT TO SAN \ CE TO BE REMOVED 1966, PAGE 226, R. \ x 75.G0 6' PROPOSED ATE NOT TO BE MODIFIED WITHOUT O DIEGUITO WATER DIS CT P MAP EXISTING WALIj BW 76.7 _ k co FENCE TO REM 6� -IE 75.75 IN ,S, DRAINAGE EASEMENT 36'x36° A PERMIT FROM CIjY FC PUBLIC SEWER EASEMENT GRANTED\T �= \ \ °_ a�o 0 0. SE OT ON EA o J _ �j _ N TER LINE OF E ISTING 2' "N F%A >, 26 LWD PER DOC. NO. 2005- Q5367L7 c \ __ �� : SIDE RO PUBLIC UTILITIES ND ' 12 "x 12" C.B. CATCH BASIN ALL "SIGN F- 7 $ X815 �g50 _8 # =: RECORDED -SvwE L7 2005, O.R. �> �J \ �2 Lou \ INCID AL PUf�QSES GRA ED TG 78.20 \ TG 76.93 SW �8. = 9J ���® \ �� - -__ ��?? 4" E 75.91 fE 72.76 C _- = "- _-� - -_ \ T THE S. & E CO.-, rv� AT M GRATE 17 12" IE 72.10 IN \ f >�> ° _ '-_ - \ kl CORDED JUL 16, 1928, f v - \ e 25� OK 1498 OF EDS, PACE 2519 7 4 r� "0 :::= �___: -__ -- ` 14 'PUBLIC SEWER EASEMENT GRANTED r �- - - - - - - TOZWD PER DOC. N0. 2005- 053G7LT - / � 2 "x 12 C.8_ 2 "x 12" C.B. RECORDED 2005 R. \ �r�TS kJ 77.83 - _ - - _ __ 4.00 0.8 ��i��. 0 ° ° X'_ :r: := : :. TG 82.60 \ TG 81.70 - -- -- _ -:° _ -: �. �. - s �g��f E 79.40 E 79.50 \ \ EXISTING FOR UBLIC ATRIUM ATE k 1 12" IE 72.10 OUT - 64.5,4'° % �j:> 1% `= " 3 HIGHWAY AND CIDENTAL 8 _ ° := �� PURPOSES GRANTE�O THE o x 1 o N �1� ° �1. �} >9 h 18 a56 N °= _ :.: 1 Q Q \ _: : :: IE 75.00 0 '- 12 "x 12" C.B. O 1 % °5 +00 O d �a2 % o : ?;. O o n COUNTY OF SAN DIEGO, RECOR D o ^ 4" IE 74.91 8% 5% . o- 95.40' 52.25' : -- -• 52.35' 00 OCTOBER 0 19 8 IN BO \ ° TG 78.30 - F A O.R. \ 99.90' `� x < , T 3 2 OK w _ 0 DEEDS, PACE 282, O. \ 20 .65 - - - - 0 0 m - 2 > `a- \ n a I E� - - ST R o - T - - WA Y - "i m TF 007 �> -- __.;_:; __- _ _: w \ W /� 12 S3 C "NO PARKING C 00000p 1 "x 12" C.B. k ALLOWED" SIGN 0000000 6�� O 12 "x 12" C.B. G 77.50 a WATER METER TG 78.50 6.00 EXISTING 2" WATER METER I Q - \ \ ` TOP OF GRATE TO BE 2" ) \ IE 75.90 _ C>> \ ❑ ( #17558689) TO BE REMOVED, ABOVE GRASS PAVE CHANNEL CW S 5 2" WATER SERVICE TO O I y :- \ FIBER�RQt��,BANDONED AT MAIN 1� r 0 10 20 40 g0 n �_ �pO �\ \ ' `\ FOR DETENTION PURPOSES 10`, (� 10' PROPOSED PRIVATE y \ o 7 \ DRAINAGE EASEMENT SCALE.' l =20� l - �? -� PAD 78.9 0 \ 3 PAD 78.0 8 9 \ 1 ^k \ \�>✓ / \� J ) I = TG 78.30 N : =o \ GRAVEL BAGS PAD 79.5 2 ° ". t \ co \ o PAD 78.9 ° 12 "x 12" C.B. \ 2 ��_ � ❑ _ 0 \ A.P.N- 0 �_ J�k _ =r- k IE 71.42 0 \ \ ° N �6.' �' k CD ,.,� 713 13 - o co co N o_ r S M r1 /\ O � 4 _ 10' PROPOSED PRIVATE\ \ , \ . \ k r���1 E I �f \ Z _, �_ \ \ DRAINAGE EASEMENT h :n x x D o IS T T 12 IE 7 v / 4 E S�TI G ASPH LT �- I > 1.w Z 6 To BE EMOVED MULCH */T CKIFIER AND N ! - � - y \ P, � 12 x C.B. HYD,ROSEED SEE w �EnT6vED� C " w k �4" IE 4. 1 IN 2 "x 12" C. \ 2 "x 12" x 1 �� 1 x 1 C.B. TG 78.50 2 "x 12 "B. A w 0 ATRIUM GI TEw 78.00 7 .gp G 76.60 T 76.6 N IE 74.08 J TG 78.50 / TG ON SHEET 5) `- co, \ z O t> TG 7 7 IE E 73.08 E 73.98 k 3 �_ 1 16 \ I ( _ use- ) _ _ , _ 19 8" IE 1. ' d -� ^ IF 94.98 IE 75.08 \` PORTION OF A No 32031 �\f�r� -1 rI E 4.50 _ - -O ASPH k v LEDIEATED R MAP - 9 \ y O 1.2!35/06 = Z -�" �I � 3 � Q k ASPH x - 75 1 ' w H IE 70. OUT 90.3 ' i -_ O r- 00 100.00' - 00 00 99.88' A n N15 1 415.18' ° O 0) A.P.N. 216 - 410 -04 k ' J\ I h 1:: k -- c0 / 1 MEETXEXISTING IMPROVEMENTS L�-I Lo Z A� 85.8T 56.27 F 38.73' 85.11' 19.09' F PER DWCVO. 9117 -1 AND z 2" H.D.P.E. ®2% PER p ( o a O •v 'w 91.8 95.00' 104.20' 92.68' - 9117 -G co a' 00 JP ENGINEERING, INC. DWG. N0. 9117 -G 6 \ Q CIVIL ENGINEERING NLAND PLANNING 0 SURVEYING NOTE. PRIOR TO ROUGH \ ROPOSED 10' TWk79.33 r r ^ k r / r> k L0 ( TW 78 33 r TW 80.00 k � 4849 RONSON COURT, SUITE 105 GRADING APPROVAL, OFFSITE ` DRAINAGE EASEMENT ' J _ / _ /\ _ r J 1 � J r J TW 79.33 x r L \ z SAN DIEGO, CA 92111 2" HDPE SHALL BE INSTALLED ° i ' PER N0. 14974 \ 1\J (01N1 rr� J �r Sr1 ��� J J J J J J f\�� �� \� J, -14974 N ° I t \ 00 _- (858) 569 -7377 FAX (858) 569 -0830 1 ENGINEER OF WORK: FILE CODE: - M I I ° 0 7 -TS-or 747 -04 L J r %\ / W J.H. PALACIOS, R.C.E. 32031 DATE / \ k� ° ^ k w W W AND NOTES \ I I z F:\ PRO3ECT\747\747- grd3.dwg,06 /15/2005 04:02:32 PM SEE SHEET 4 FOR LEGEND L D Q Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NEI, W z P:21 Q 0- JHV 2 1365 -I /./O.Mf /./O. PER NORTH COUNTY VERTICAL CONTROL PLANS PREPARED UNDER SUPERVISI ❑N OF RECOMMEND E] APPR❑V � EROSION CONTROL PLAN FOR: 9117 -I BOOK, NO ❑C 0145 LOCATED ON LA /� E /�� ��e� �/� COSTA AV, BRIDGE OVER AT &SF RR ON HORIZONTAL V=i20' DATE .7�s`dS BY1 V. BY; CITY OF ENCINITAS TRACT NO. VHF -066 9336 -G SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH 4(O7 R.C.E. N❑. ; 32031 8�4� ISURFACE, VERTICAL NIA JORGE H. PALACI ❑S DATE: ..1LS DATE, ELEVATION = 59,308 EXp, 12 -31 -06 PLANNING CASE NO, 04 -066 SHEET 3 OF 4 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED; CONTACT: JOHN WELDY, AT (760) 431 -0800 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN —OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. A. COMPLY WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE ACTIVITIES PROPOSED UNDER THIS APPLICATION ARE SUBJECT TO ENFORCEMENT UNDER PERMITS FROM THE SAN DIEGO REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) AND THE CITY OF ENCINITAS STORMWATER ORDINANCE. THIS INCLUDES REQUIREMENTS FOR MATERIALS AND WASTES CONTROL, EROSION CONTROL, AND SEDIMENT CONTROL ON THE PROJECT SITE. PROJECTS THAT INVOLVE AREAS GREATER THAN 1 ACRE REQUIRE THAT THE PROPERTY OWNER KEEP ADDITIONAL AND UPDATED INFORMATION ONSITE CONCERNING STORMWATER RUNOFF. THIS REQUIREMENT SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER. B. IMPLEMENT AND MAINTAIN BEST MANAGEMENT PRACTICES (BMPS) TO EFFECTIVELY PREVENT POTENTIALLY NEGATIVE IMPACT ON STORMWATER QUALITY BY THE PROPOSED OPERATIONS. INFORMATION ON BMPS IS AVAILABLE AT THE ENGINEERING DEPARTMENT. THE PROPERTY OWNER SHALL REPAIR, RESTORE AND /OR REPLACE WITH ACCEPTABLE ALTERNATES, ALL OR PORTIONS OF THE INSTALLED BMPS THAT FAIL. FAILURE TO PROPERLY INSTALL AND MAINTAIN THE BMPS WILL RESULT IN ENFORCEMENT ACTION BY THE CITY OF ENCINITAS OR OTHER AGENCIES. THE MINIMUM PERFORMANCE GOALS FOR THE POST — CONSTRUCTION BMPS TO CONTROL POLLUTION FROM THE PROJECT ARE NO NET INCREASE IN POLLUTANTS ABOVE PRE — CONSTRUCTION LEVELS. THE DEVELOPER SHALL INSTALL GREASE /OIL TRAPS OR OTHER FILTRATION SYSTEMS TO COLLECT POLLUTANTS IN ALL THE STORM DRAIN INLETS. SOURCES OF POTENTIALLY SIGNIFICANT POST­ CONSTRUCTION POLLUTANT LOADING SHALL BE IDENTIFIED AND THE INTRODUCTION OF POLLUTANTS FROM THESE SOURCES INTO STORMWATER AND NON — STORMWATER DISCHARGES SHALL BE PREVENTED OR REDUCED TO THE MAXIMUM EXTENT PRACTICABLE POST — CONSTRUCTION POLLUTANT LOADS IN STORMWATER AND NON — STORMWATER DISCHARGES SHALL NOT CAUSE OR CONTRIBUTE TO THE DEGRADATION OF RECEIVING WATERS OR OTHER ENVIRONMENTALLY SENSITIVE AREAS. POST — CONSTRUCTION PEAK RUNOFF FLOW RATES AND VELOCITIES FROM THE PROJECT SITE SHALL BE MAINTAINED AT LEVELS WHICH WILL NOT CAUSE OR CONTRIBUTE TO THE SILTING, SCOURING OR EROSION OF ENVIRONMENTALLY SENSITIVE AREAS (WETLANDS, VERNAL POOLS, SURFACE WATER, ETC) ABOVE PRE — DEVELOPMENT RATES. POST CONSTRUCTION MINIMUM RUNOFF FLOW RATES, VELOCITIES, AND VOLUMES FROM THE PROJECT SITE SHALL BE MAINTAINED AS NECESSARY TO PREVENT THE DEGRADATION OF RECEIVING WATERS, OTHER ENVIRONMENTALLY SENSITIVE AREAS, OR FLOW— DEPENDENT BMPS (E.G. CONSTRUCTED WETLANDS ETC.). BMPS WHICH INCORPORATE NATURAL SYSTEMS OR APPROACHES (E.G.. CONSTRUCTED WETLANDS, RETENTION OF EXISTING HABITAT, INCLUSION OF NATURAL BUFFER ZONES. ETC.) SHALL BE CONSIDERED AND SHALL BE UTILIZED TO THE MAXIMUM EXTENT PRACTICABLE. POST — CONSTRUCTION STRUCTURAL BMPS SHALL BE OPERATED AND MAINTAINED TO ENSURE THEIR LONG —TERM FUNCTIONING AS DESIGNED. OUT allfillilLif • THE PERMITEE OF THE GRADING SHOWN ON THESE PLANS ACKNOWLEDGES THAT BMPS HAVE BEEN INCORPORATED INTO THIS PLAN AND WILL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY MINIMIZE THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. FURTHER, THAT THE MAINTENANCE OF THE SELECTED STORMWATER BMPs SHOWN ON THIS PLAN IS THEIR RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPs MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF ENCINITAS OR OTHERS. GENERAL STORMWATER PROTECTION NOTES: • DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM, 125% OF ALL SUPPLIES NEEDED FOR BMP MEASURES SHALL BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN. • NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME WITHOUT DEMONSTRATING TO THE CITY OF SAN DIEGO ENGINEER'S SATISFACTION THAT ADEQUATE EROSION AND SEDIMENT CONTROL CAN BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 10 DAYS MUST BE FULLY PROTECTED FROM EROSION. UNTIL ADEQUATE LONG —TERM PROTECTIONS ARE INSTALLED, THE DISTURBED AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE PERIOD. • THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER REGULATIONS AT ALL TIMES. THE BMPs THAT HAVE BEEN INCORPORATED INTO THE THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORMWATER QUALITY. THE MAINTENANCE OF THE BMPs IS THE PERMITTEE'S RESPONSIBILITY, AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMP's MAY RESULT IN ENFORCEMENT ACTION BY THE CITY OF ENCINITAS OR OTHERS. IF INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE TO DO SO. JP ENGINEERING, INC. CIVIL ENGINEERING M! LAND PLANNING SURVEYING spa 4849 RONSON COURT, SUITE 105 No 32031 13 SAN DIEGO, CA 92111 12131 (858) 569 -7377 FAX (858) 569 -0830 A ENGIN R OF WORK: FILE CODE: O1BJ11 �i�- tcc�s� 7 2-15 J.H. PALACIOS, R.C.E. 32031 DATE 747 -04 REVISIONS APPROVED DATE REFERENCES 1365 -1 9117 -1 Y C C �6" MIN. SECTION C -C NOTE: BERM IS NOT NEEDED IF THE SIDE IS A CUT SLOPE. C I C C I C 1' MIN. s SECTION B -B 1' 1' MIN. FIBER ROLL (NOTE: FIBER ROLE IS NOT REQUIRED IF BERM IS PLACED ADJACENT TO THE HARDENED SECTION A -A ENTRANCE.) ;:;;I 1 �' • 1 9 • . . • . FOR SLOPE STABILIZATION: BONDED FIBER MATRIX (BFM) . THE USE OF BFM IS SUBJECT TO THE LIMITATIONS AND RESTRICTIONS: . APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRES FOR SLOPES STEEPER THAN 2:1. • BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. • THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE SLOPE. • BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM MULTIPLE ANGLES.) • FOR PERMANENT EROSION CONTROL PURPOSES. BFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE • BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL STABILIZED FIBER MATRIX (SFM FOR PAD STABILIZATION: THE USE OF SFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS: SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELD AREAS. . THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS AND ANGLES). . THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS AT TIP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE PROTECTED SLOPE. . FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER APPLICATIONS, SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETATION ESTABLISHMENT. . COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED, THE MINIMUM APPLICATION VOLUME SHALL BE 10 GALLONS NON —TOXIC WATER— PERMEABLE SOIL— STABILIZING LIQUID EMULSION WITH 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PROTECT SOIL, PREVENT EROSION, AND FLOCCULATE (CLUMP) SEDIMENT. . A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURER'S DILUTION RATIO SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL. DATE BENCH MARK SCALE PER NORTH COUNTY VERTICAL CONTROL BOOK, NO ❑C 0145 LOCATED ON LA COSTA AV. BRIDGE OVER AT &SF RR ON HORIZONTAL N/A SW CORNER OF CONCRETE WALK STANDARD DISK FOUND FLUSH WITH SURFACE. VERTICAL N/A ELEVATION = 59.308 6" MINT PROFILE EXISTING GROUND PUBLIC TRAVELED WAY 1 112" CRUSHED ROCK PUBLIC TRAVELED WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC TRAVELED WAY STABILIZED CONSTRUCTION ENTRANCE • N i i iii anonaI� ■ ■ ■ ■ ■ ■ ■I mame MiI al ,.,, •�c-�, _B' -11:1 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. SLOPE VARIES 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FL SILT FENCE FIBER ROLL 8 7MIN. •.. ENTRENCHMENT DETAIL NOTE: y INSTALL FIBER ROLL ytk y y ALONG A LEVEL CONTOUR VERTICAL SPA ING y y y y VARIES BETWEEN 8' AND 20' y y. :w sty'i ~y y y y y I 1 y y y y y .I, y y y INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITTIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION 1 Rl GRAVEL BAGS OVERLAP I'll llll� GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED DITCH GRAVEL BAGS DITCH WIl EROSION CONTROL GRAVEL BAGS WEIR SPACED AS NEEDED PROFILE A -A EROSION CONTROL GRAVEL BAGS MIN. TWO BAGS HIGH BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE EROSION CONTROL GRAVEL BAGS AROUND CATCH BASIN NO SCALE F SLO caoruca, ninl+c DESCRIPTION LEGEND QUANTITY STABILIZED CONSTRUCTION- - - - - - - - .l EA......... . ENTRANCE SYMBOL SILT FENCE . . . . . ............... 880 L.F...... UNLINED SWALE & BERM- ------ -------- --- ------ - FIBER ROLLS. .................. 420 L.F.. ...... . LIMITS OF CLEARING & GRADING .................. GRAVEL BAGS .......... . . . . . . . . . . 300 EA......... . y y S.F.......... . WASTE MANAGEMENT (j N CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED z CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE — LEGEND - WORK TO BE DONE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. c� o NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL z 1❑ INSTALL SLOPE STABILIZATION PER DETAIL CD26B (2) & NOTES ON SHEET 5, PER CITY APPROVAL, BONDED FIBER MATRIX MAY NOW BE USED. IN BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE Ld if) CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. FIBER ROLLS­-, - DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR z O INSTALL PAD STABILIZATION PER COUNTY STANDARD LOT PERIMETER COVERED 1WTH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. ='' PROTECTION DETAIL ON SHEET 5, CD29A (2). z - _' y y MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, y y y y y ❑ y y W = y y y NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF U ® y y AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE y z y -y: - HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS O y 5❑ N y y y y © y y y y y y Lo RECEPTACLES AROUND THE SITE. y y y VERTICAL SPA ING y y y y VARIES BETWEEN 8' AND 20' y y. :w sty'i ~y y y y y I 1 y y y y y .I, y y y INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITTIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION 1 Rl GRAVEL BAGS OVERLAP I'll llll� GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED DITCH GRAVEL BAGS DITCH WIl EROSION CONTROL GRAVEL BAGS WEIR SPACED AS NEEDED PROFILE A -A EROSION CONTROL GRAVEL BAGS MIN. TWO BAGS HIGH BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE EROSION CONTROL GRAVEL BAGS AROUND CATCH BASIN NO SCALE F SLO caoruca, ninl+c DESCRIPTION LEGEND QUANTITY STABILIZED CONSTRUCTION- - - - - - - - .l EA......... . ENTRANCE SYMBOL SILT FENCE . . . . . ............... 880 L.F...... UNLINED SWALE & BERM- ------ -------- --- ------ - FIBER ROLLS. .................. 420 L.F.. ...... . LIMITS OF CLEARING & GRADING .................. GRAVEL BAGS .......... . . . . . . . . . . 300 EA......... . PAD STABILIZATION . - - - - - - - 80,000 S.F.......... . MULCH W /TACKIFIER & HYDROSEED (MUST BE INSTALLED,..... IRRIGATED & ESTABLISHED BY OCTOBER 1ST. THIS METHOD CAN BE RESUMED ON APRIL 15TH OF THE FOLLOWING YEAR.) IF NOT, USE THE FOLLOWING: BONDED FIBER MATRIX (BFM), GEOTEXTILES EROSION MATS, FIBER ROLLS 5,000 S.F. STORMWATER POLLUTION CONTROL BMP NO RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF SITE EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON —SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATION OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES HALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT 0 N W o� LD Q 0 z [� _ CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING ND. LL1 Q n ER❑SI ❑N CONTROL DETAILS FOR: CITY OF ENCINITAS TRACT NO. 04-066 9336 -G PLANNING CASE NO. 04 -066 SHEET 4 ❑F 4 UNLINED SWALE &BERM STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILI TIES. WASTE MANAGEMENT (j N CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED z CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE — LEGEND - WORK TO BE DONE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. c� o NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL z 1❑ INSTALL SLOPE STABILIZATION PER DETAIL CD26B (2) & NOTES ON SHEET 5, PER CITY APPROVAL, BONDED FIBER MATRIX MAY NOW BE USED. IN BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE Ld if) CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. LIEU OF PHYSICAL MATERIAL, CD25 (2). DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR z O INSTALL PAD STABILIZATION PER COUNTY STANDARD LOT PERIMETER COVERED 1WTH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. PROTECTION DETAIL ON SHEET 5, CD29A (2). z MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, ❑ INSTALL GRAVEL BAG CHECK DAM PER DETAIL ON SHEET 5. BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. W po NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF U ® INSTALL SILT FENCING PER DETAIL ON SHEET 5, CD36 (2). AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE 7) z HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS O 0) 5❑ STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 5. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. _ (_1 © HAZARDOUS WASTE PER CALTRANS SPEC. CD14(2). Q POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING p Lo RECEPTACLES AROUND THE SITE. Q 0:� 00 z Lo 7❑ SOLID WASTE PER CALTRANS SPEC. CD13(2) PORTABLE TOILETS MUST BE KEPT IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR � 00 LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS ® MATERIALS STORAGE PER CALTRANS SPEC. CD10(2). MS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. 0 - _ 9 ❑ CONCRETE WASTE PER CALTRANS SPEC. CD16 2 () CW ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK . AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED LLJ 0 Z 10 SANITARY /SEPTIC WASTE PER CALTRANS SPEC. CD17(2). SS AWAY FROM CONSTRUCTION SITE. L LJ V) FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS Z Ld Ld 11 FIBER ROLLS PER DETAIL ON THIS SHEET, SC -5 PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. H z LD Q 0 z [� _ CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING ND. LL1 Q n ER❑SI ❑N CONTROL DETAILS FOR: CITY OF ENCINITAS TRACT NO. 04-066 9336 -G PLANNING CASE NO. 04 -066 SHEET 4 ❑F 4