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2005- 9299 G (Plans)f a l GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT —OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE— ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE —HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE — GRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE —GRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS— GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9299 —G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS— GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 3�tic\_� �l��d:31�l�iCe7: REAL PROPERTY IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1: THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9, TOWNSHIP 13 SOu H, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF ON FILE IN THE DISTRICT LAND OFFICE. A.P.N.: 264- 101 -28 -00 '•I SITE ADDRESS 3465 BUMANN RD. �IENCINITAS, CA. ZONING DISTRICT (RR) RURAL RESIDENTIAL 0 ENCINITAS FIRE DEPT. Y m 0 a I3Y ATE El REVISIONS COMMUNITY SERVICES DATE DATE, REFERENCES GRADING 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S' RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4. CONTRACTOR TO PROVIDE AS- GRADED SOILS REPORT AND COMPACTION TESTING AS REQUIRED. 5. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 6. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS — RSF CSD (760) 942 -5147 B. GAS & ELECTRIC — SDG &E (858) 549 -6516 C. WATER — OMWD (760) 753 -6466 D. TELEPHONE — SBC (800) 422 -4133 E. CABLE TV — ADELPHIA (760) 438 -7741 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE CITY OF ENCINITAS GRADING and EROSION CONTROL PLAN for THEODOSAKIS HORSE TRAINING FACILITY 0 SUBJECT TO REJECTION AND REMOVAL. OLIVENNAIN IYATER DISTRICT DATE I BENCHMARK I SCALE B E e 2Q AT 3 bS APPROVAL EXPIRES 2 YEAFtS FROM OAT£ 514010 COMMUNITY DEVELOPMENT it VICINITY MAP N.T.S. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. DATE: PAM THEODOSAKIS 3435 BUMANN RD. ENCINITAS, CA 92024- TEL. (760) 473 -6622 ENVIRONMENTAL DATA 1. STEEPEST EXISTING NATURAL SLOPE ON —SITE = 10% 2. MAXIMUM VERTICAL DEPTH OF CUT = 0.5' 3. MAXIMUM VERTICAL DEPTH OF FILL = 2.8' 4. AVERAGE DEPTH OF CUT = 1060 CY X 27 = 1 2' 23,000 SF 5. AVERAGE DEPTH OF FILL = 1060 CY X 27 = 1 9' 15,100 SF EARTHWORK CUT = 1060 C.Y. FILL = 1060 C.Y. WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND THE SPECIFICATIONS AND THE REGIONAL STANDARD DRAWINGS OF THE COUNTY OF SAN DIEGO. STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1994 EDITION) INCLUDING THE 1994 REGIONAL SUPPLEMENTAL AMENDMENTS. S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS ITEM SYMBOL 31 r� FILL SLOPE (2:1 MAX) CUT SLOPE (2:1 MAX) GRASS LINED DRAINAGE SWALE (® 2 %) SAND BAGS SILT FENCE HYDROSEEDED AREAS LEGEND PROPERTY LINE EXISTING CONTOURS DAYLIGHT LINE FG SG FL EXISTING PAVEMENT EXISTING WOOD FENCE EXISTING CHAIN LINK FENCE RIP —RAP STATEMENT OF ENGINEER OF WORK No 000000000 me FINISH GRADE ELEVATION SUBGRADE ELEVATION FLOW LINE ELEVATION F -v, 3)31)18 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE N ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF O 0) IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO N rn INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS N OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR Q BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, U rn OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR -0 EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH Q AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. Z BY: , 2 ' MES A. TUOIN R.C.E. 57695 DUDEK & ASSOCIATES, INC. 605 3RD STREET ENCINITAS, CA 92024 JOB NUMBER 4413 -01 _ X U Q ZU- W DATE: ;3 Z - ? -OS W d4- W In QROFESS10,yq (�J A. TURD �y 0 � rn No. 57895 ...,, _ ,..r,f O:f O 12%3%05 &ASSOCIATES, INC. CIVCnvFO� +\e 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 O W CD F- 1 N " E� INIEZ VL 1Z DESCRIPTION: R0458 168+10.94 - 2 1/2 ' PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING AND EROSION CONTROL PLAN FOR: RD l\s nol! BRASS DISK `SD CO ENG' HORIZONTAL 1 =30 THEODOSAKIS �+ SPA 4 LOCATION: IN WELL MONUMENT AT CENTERUNE DATE: 12 22 04 BY: BY: 1 HEODOSAKIS 9299 -G POC IN INTERSECTION OF MANCHESTER AVE. AND � ENCINITAS BLVD. l R.C.E. NO. 57695 DATE: 313 al 0 S DATE: r rO RECORD FROM: SAN DIEGO COUNTY VERTICAL N/A BY.,, / /o HORSE TRAINING FACILITY DATE � �� AMES A. TURPI EXP. 12 31 5 ELEVATION: 7 &11 DATUM: NGVD 29 1 1 1 DUDEK PROJECT NO. 4413 PC 00 -000 SHEET 1 •F 3 ,, J EROSION CONTROL NOTES HYDRO- SEEDING NOTES STORM WATER POLLUTION CONTROL NOTES STORM WATER POLLUTION CONTROL NOTES (CONTINUED) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE LLOYD 1. HYDRO— SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE 1. CONCRETE WASHOUT — CONTRACTOR SHALL ESTABLISH AND 6. TRAINING — CONTRACTORS' EMPLOYEES WHO PERFORM AT (619) 540 -4567. (24 HOUR AVAILABILITY) GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONSTRUCTION 1N THE CITY OF ENCINITAS SHALL BE TRAINED THEY ARE: CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS WASHOUT LOCATION. SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT THEIR OWN RESPONSIBILITIES. DEVICES WHEN RAIN IS IMMINENT. CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY 2. CONSTRUCTION SITE ACCESS — A STABILIZED CONSTRUCTION ENGINEER. SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND 7. WASTE MANAGEMENT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE CORRUGATED STEEL PANELS /PLATES. DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL HYDRO— SEEDED GROWTH. MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY 3. CONSTRUCTION VEHICLES — A SPECIFIC AREA AWAY FROM THE GROUND, WHERE WATER CAN CARRY THEM INTO THE ENGINEER AFTER EACH RUN —OFF PRODUCING RAINFALL. 3. HYDRO— SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL A. SEED MIX SHALL CONSIST OF NO LESS THAN: ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL B. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 1)'` 20 LBS. PER ACRE OF ROSE CLOVER BE MADE OFF —SITE. STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN 2) 20 LBS PER ACRE OF ZORRO FESCUE DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. CIRCUMSTANCES WHICH MAY ARISE. 3) 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA 4. EROSION CONTROL DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. 4) 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 5) 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) . A. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 6) 1/2 LB. PER ACRE OF DIMORPHOLECA SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS PROTECTED AGAINST EROSION BY INSTALLING EROSION TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH CONDITION. 7) ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, MATERIAL. OMITTED ON LOCATIONS WHERE THE AREA BEING ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED HYDRO — SEEDED IS NOT VISIBLE FROM EITHER A PUBLIC MATRIX. C. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, GRADING PLAN SHALL BE INCORPORATED HEREON. STREET OR RESIDENTIAL STRUCTURES. "A" WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 8) ITEM OF THIS SUBSECTION MUST BE INOCULATED WITH B. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER DURING WET WEATHER. RECYCLED. NON— RECYCLABLE MATERIALS MUST BE TAKEN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH BY DRILLING OR BROADCASTING BEFORE HYDRO— SEEDING. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS WORK DAY. 9) ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE C. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF JOB —SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION SHALL PROTECT CHANNELS AGAINST EROSION USING HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION PLACE AT THE END EACH WORKING DAY WHEN FIVE (5) DAY TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT RAIN PROBABILTY FORECAST EXCEEDS FORTY PERCENT (40 %). 10)NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO (760) 436 -4151. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH THE HYDRO —SEED SLURRY AT THE DISCRETION OF THE D. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY RAINFALL. CONTRACTOR. NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN D. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PHASES TO AVOID UNNECESSARY REMOVAL OF THE PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN NATURAL GROUND COVER. DO NOT REMOVE TREES OR THE SITE. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED E. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE E. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF LESS THAN 50% OF THE STRAW INTO THE SOIL. EROSION CONTROL PURPOSES. EROSION SHALL BE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS CONSERVATION. PREVENTED BY PLANTING FAST — GROWING ANNUAL AND SURFACES. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 11. FOR EROSION CONTROL DETAILS SEE SHEET 3, DETAILS 1 AND 2. 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 F. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM LBS. PER ACRE. F. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. ROUTINELY CHECK 4. AREAS TO BE HYDRO— SEEDED SHALL BE PREPARED PRIOR TO AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY HYDRO— SEEDING BY: G. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. FROM CONSTRUCTION SITE A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A 5. ON —SITE CONSTRUCTION MATERIAL STORAGE COMBINATION OF: A. STORED MATERIALS SHALL BE CONTAINED IN A SECURE 1), TRACK WALKING SLOPES STEEPER THAN 6:1. PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR EARTHWORK VOLUME SUMMARY 2) RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY ABOVE. DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE AREA CUT (CY) FILL (CY) SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. TRAINING ARENA 490 720 B. CONDITIONING THE SOIL SO THAT IT IS SUITABLE FOR PAD 470 130 PLANTING BY: B. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, AC & GRAVEL DRIVEWAY 100 A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, DAMP BUT NOT SATURATED SEED BED. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM SUB— TOTALS 1060 850 B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, CONCENTRATED STORMWATER FLOWS AND STORMDRAIN LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED SHRINKAGE / COMPACTION (20 %) 210 CONDITIONS FOR GROWTH. WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT TOTALS: 1060 1060 5. HYDRO— SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A ALL TIMES. VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY NOTE: ALL VOLUMES ARE APPROXIMATE AND MAY CHANGE LANDSCAPED OR, FOR AREAS WHERE HYDRO— SEEDING IS THE DUE TO CONDITIONS ENCOUNTERED IN THE FIELD PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AT THE TIME OF CONSTRUCTION AND ALL SECURITY RELEASED. NOTE: TOTAL AREA OF NEW IMPERVIOUS SURFACE = 4990 SF & ASSOCIATES, INC. 605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 ,P REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DRAWN BY CHECKEJBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 717 Pew N B �e� CL DESCRIPTION: R04M 188 +10.94 - 2 1/2 " PLANS PREPARED UNDER THE SUPERVISION RECOMMENDED APPR GRADING AND EROSION CONTROL PLAN FOR: COKII) oluT BRASS DISK "SD CO ENG" LOCATION: IN WELL MONUMENT AT CENTERLINE HORIZONTAL 1 * =3V DATE: 12 BY: /1/I wZ BY: THEODOSAKIS POC IN INTERSECTION OF MANCHESTER AVE. AND �^ 1 � 9 29 9 - G ENCINITAS BLVD. VERTICAL NA R.C.E. NO. 5DATE: .Bolos DATE: i RECORD FROM: SAN DIEGO COUNTY ES A. TURPI EXP. 12/31/05 HORSE TRAINING FACILITY ELEVATION: 7 &11 DATUM: NGVD 29 DUDEK PROJECT NO. 4413 PC 00 -000 SHEET 2 OF 3 r r' 0 O C7 N CA N Q� UO _O N c0 Q� F- ZX UQ ZW W W �- W In HN N� Qi O z c° OW co H -- --_ CENTERLINE OF A 10' ELECTRICAL __ .. ..___._L EASEMENT TO SDG &E RECORDED 20' EASEMENT FOR ROAD AND ° f DECEMBER 16, 1971 AS�`FILE /PAGE/ PUBLIC UTILITY PURPOSES GRANTED ;I -- N0. 293380 ;' , °'" IN PARCEL 6 f RANT DEED i � t r RECORDED SEPTEMBER 5, 1972 AS jj FILE /PAGE' NO. 23602 7 I 1 " ...- ���,. CHAIN LINI4-- F €J�IG.E�.�,� 1 N 89 57 09 - W • s F 662.8 .«^',: N wrca.> •-•d`. Py°' ......- s I ac N1T -•�� -L FENCE 1 2 ' W0�0D RAIL 30' EASEMENT FOR ROAD AND EL_ C - : I -- - , . _. ` -• fr. ' - .._ PUBLIC UTILITY PURPOSES GRANTED � ( 42 f r f VA f° IN PARCEL 3 OF GRANT DEED ° 1 ,� (i�F, r 1 ' . $ 11 ► ,,�. 20 EASEMENT FOR ROAD AND .., r RECORDED MARCH 24, 1970 AS -� 13.t � . a � -° _ >w I �, PUBLIC UTILITY PURPOSES RESERVED FILE /PAGE NO. 50982' I _, I I '' ' FROM PARCEL 1 Or'` GRANT DEED /, f 'J ,i RECORDED SEPTEMBER 5, 19.72 AS >✓ , AND GRANTED IN PARCEL Al OF i FG =325.2 % FG= 6.2 ?A►ER FILE PAGE NO. 236022 ' GRANT DEED RECORDED SEPTEMBER I t' I =324.5 r SG 5 `E wA / r •! A V L .. . 14, 1971 AS FILE /PAGE N0. 206748 - d' ' r H c / - j - _` . I OUSE I d f AND GRANTED IN PARCEL 6 OF / ! ¢ i` $�c,I e � „ ! t j GRANT DEED RECORDED SEPTEMBER 1.0�, " . °, .r 5, 1972 AS FILE /PAGE N0. 236022 r'� ,1 ,;' x { I f IS : y. ,".... �. �.:4 s. i � � 1 i f � ty.� 1. (.. )/ f.,f f . ..,+ °, ✓'"._. :° ""°w,,. �,"... 30' COMMUNICATION EASEMENT TO j f s ` f� r _ ; is I ! t r` f° f ,°`° r ,.,w:.._... -. °. «r`` �• _ ..s - 14LL °, PACIFIC TELEPHONE AND TELEGRAPH I '` GRASS LINED j COMPANY GRANTED THAT GRANT OF �P _ �QfIRAL, ,f �.., SWALE, SEE NOTE 12 EASEMENT RECORDED OCTOBER 22, 1971 AS FILE /PAGE NO. 245183 I # ? ry N Rem TRAINING tAREN�' t . 2 2' :;� �+ jg( t gF f i�i i",: �• � '' - � f 1 X � /. � z � t � !' � ..,"'"°`..- ._'.✓` '`'' �''e `'.4, y " FG = FINISH GRADE SG = SUBGRADE NOTE: ` 6" OF COMPACTED DG AND i \ M... A GRASS LINED t € I r v " 3 �t�, SWALE, S, E NO 2 _ 2 1/4 OF WASHED SAND � 20,0 e WILL BE IMPORTED AND �' . -° >,. 2` ' i ,r " r` f I PLACED ON COMPACTED . t 1 r�' , G F = =324.. S k 2 • G 32.9 :FL 32 3 FG SUBGRADE. TRAINING r , s - `` - J , / I I � � J E � R ^�' � 4 FG- 325.2` FG- 326.^ -� �_. 'ti ARENA ONLY) a d - .: , I I I PROPOSED ' SG =324.5 S,G= 325.5 F ri, OFTEN SPACE/ EX. ADDRESS pG 4 i � / I I EASEMENT ' s 4 SIGN TO BE - Ys f RELOCATED `t 8 IYP _,.,_ w 04f1y 1pr%p ,. 1 1 I 7 Cc ., BARN ho 5T Pad• 37X2' �. i -- --_ CENTERLINE OF A 10' ELECTRICAL __ .. ..___._L EASEMENT TO SDG &E RECORDED 20' EASEMENT FOR ROAD AND ° f DECEMBER 16, 1971 AS�`FILE /PAGE/ PUBLIC UTILITY PURPOSES GRANTED ;I -- N0. 293380 ;' , °'" IN PARCEL 6 f RANT DEED i � t r RECORDED SEPTEMBER 5, 1972 AS jj FILE /PAGE' NO. 23602 7 I 1 " ...- ���,. CHAIN LINI4-- F €J�IG.E�.�,� 1 N 89 57 09 - W • s F 662.8 .«^',: N wrca.> •-•d`. Py°' ......- s I ac N1T -•�� -L FENCE 1 2 ' W0�0D RAIL 30' EASEMENT FOR ROAD AND EL_ C - : I -- - , . _. ` -• fr. ' - .._ PUBLIC UTILITY PURPOSES GRANTED � ( 42 f r f VA f° IN PARCEL 3 OF GRANT DEED ° 1 ,� (i�F, r 1 ' . $ 11 ► ,,�. 20 EASEMENT FOR ROAD AND .., r RECORDED MARCH 24, 1970 AS -� 13.t � . a � -° _ >w I �, PUBLIC UTILITY PURPOSES RESERVED FILE /PAGE NO. 50982' I _, I I '' ' FROM PARCEL 1 Or'` GRANT DEED /, f 'J ,i RECORDED SEPTEMBER 5, 19.72 AS >✓ , AND GRANTED IN PARCEL Al OF i FG =325.2 % FG= 6.2 ?A►ER FILE PAGE NO. 236022 ' GRANT DEED RECORDED SEPTEMBER I t' I =324.5 r SG 5 `E wA / r •! A V L .. . 14, 1971 AS FILE /PAGE N0. 206748 - d' ' r H c / - j - _` . I OUSE I d f AND GRANTED IN PARCEL 6 OF / ! ¢ i` $�c,I e � „ ! t j GRANT DEED RECORDED SEPTEMBER 1.0�, " . °, .r 5, 1972 AS FILE /PAGE N0. 236022 r'� ,1 ,;' x { I f IS : y. ,".... �. �.:4 s. i � � 1 i f � ty.� 1. (.. )/ f.,f f . ..,+ °, ✓'"._. :° ""°w,,. �,"... 30' COMMUNICATION EASEMENT TO j f s ` f� r _ ; is I ! t r` f° f ,°`° r ,.,w:.._... -. °. «r`` �• _ ..s - 14LL °, PACIFIC TELEPHONE AND TELEGRAPH I '` GRASS LINED j COMPANY GRANTED THAT GRANT OF �P _ �QfIRAL, ,f �.., SWALE, SEE NOTE 12 EASEMENT RECORDED OCTOBER 22, 1971 AS FILE /PAGE NO. 245183 I # ? ry N Rem TRAINING tAREN�' t . 2 2' :;� �+ jg( t gF f i�i i",: �• � '' - � f 1 X � /. � z � t � !' � ..,"'"°`..- ._'.✓` '`'' �''e `'.4, y " FG = FINISH GRADE SG = SUBGRADE NOTE: ` 6" OF COMPACTED DG AND i \ M... A GRASS LINED t € I r v " 3 �t�, SWALE, S, E NO 2 _ 2 1/4 OF WASHED SAND � 20,0 e WILL BE IMPORTED AND �' . -° >,. 2` ' i ,r " r` f I PLACED ON COMPACTED . t 1 r�' , G F = =324.. S k 2 • G 32.9 :FL 32 3 FG SUBGRADE. TRAINING r , s - `` - J , / I I � � J E � R ^�' � 4 FG- 325.2` FG- 326.^ -� �_. 'ti ARENA ONLY) a d - .: , I I I PROPOSED ' SG =324.5 S,G= 325.5 F ri, OFTEN SPACE/ EX. ADDRESS pG 4 i � / I I EASEMENT ' s 4 SIGN TO BE - Ys f RELOCATED `t 8 IYP _,.,_ w 04f1y 1pr%p ,. 1 1 I 7 WAL- V,,Wf "' st, ^s1 p 1. EXCAVATE A 4 INCH BY 4 INCH (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF SILT FENCE. �- 4 IN (10 CM) L11 -1�1i 2. STAKE FILTER FABRIC ALONG EXCAVATED TRENCH AND EXTEND BOTTOM OF FABRIC INTO TRENCH III � I 1� 1 rrr� I I I i- Jr. 11I -' 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC I'��� ,� _11 A z`�^ SILT FENCE DETAIL 1 m SCALE: NONE - " ". 2 ROWS, WIDE BOTTOM ROW, BURIED 1/2 DEPTH D �_I 1.5' MIN. 1/2D GRAVEL BAG DETAIL 2 SCALE: NONE - ®f ' v � � � � �.liOTlr � 'V � � ® ® ^u':•_.,,, -. i J^ V[ , f #$ � #� � 7 a ! _ E. `,� \, S �'_q _ MATCH © p EX. AC ° 0 p F,. �. �y 37.. °' ! 1 = Ir s : y' J 1 f DEMO. EX. FG -322.5 t�,4 f =322. / t 4 2.0% A.- ^ \ ?'� ti FENCE _., .. 9' 2'47" W AC DRIVE c. ° WOOD-RAIL htNCE -- a . 3 / 1 ti n e I loo GRAPHIC SCALE 30 D i '°- _...�- .,,_ -^. ....... �✓„ f � �,,.,., -.� ��,.1 t ; ' $ tY s ., p`�"'w,���, ter"` �Y "`^•� .. `` � 30 60 - °~ SECTION C If NIT 5 t I p ay ( IN FEET) 30" MIN. NOTES 1 INCH = 30 FT. li3t DRIVE EXIST. GRASS 1. AC PAVING SHALL CONSIST OF 3 AC OVER GRASS OR TURF 0I a GROUND SWALE 0 6" CLASS 2 AGG. BASE OVER COMPACTED 44' FLAT NATIVE. - ��� 2 1/4" WASHED SAND sWAtE 21 PAD 21 1.0% EX. GROUND 9 2 BMP TO BE PRIVATELY MAINTAINED, NOT TO . GROUND BE MODIFIED WITHOUT CITY PERMIT. tit 2, 3.1� 4.0% h EX l IL 3. GEOTEXTILE FABRIC LINING, LANDLOK CS2 $ 6" DG SUBGRADE TURF REINFORCEMENT MAT OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S 3 RECOMMENDATIONS. I a U 4. EXISTING TREES TO REMAIN. IF CONFLICT �I • EXISTS, NOTIFY OWNER PRIOR TO REMOVAL. x QROFESSin I SECTION A SECTION B Y Quo s A. rl, Fy o No. 57695 a ,;x;05 DRAINAGE SWALE DETAIL 1 g�, 11+ 4 tl T•4T C IVIL. R��P Y"°6 1 J - � �d' i W�� '. f OF CA��F� /1 5 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Ul fl, 0 JAI c w AX -' 6961 `Es DESCRIPTION: R0458 168 +10.94 - 2 1/2 " PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRC GRADING AND EROSION CONTROL PLAN FOR: c sopm A S RO I GT° BRASS DISK "SD CO ENG" m LOCATION: IN WELL MONUMENT AT CENTERLINE HORIZONTAL 1 . =30 , ��.,�� THEODOSAKIS POC IN INTERSECTION OF MANCHESTER AVE. AND �. DATE: 12 22 04 BY: BY: 9299-G ENCINITAS BLVD. VERTICAL N/A R.C.E. N0. 57695 DATE: 13� of DATE: w RECORD FROM: SAN DIEGO COUNTY (JAMES A. TURF EXP. 12 3, DS HORSE TRAINING FACILITY L ELEVATION: 75.11 DATUM: NGVD 29 1 1 1 1 DUDEK PROJECT NO. 4413 PC 00 -000 SHEET 3 OF 3 C> N� rn N Q� U� O _< ZX UQ Z �- w F= d�- Lij W In V)I 0) 0 of 0 Lo Cc ., BARN ho 5T Pad• 37X2' �. EL =, 324,0 . mss. WAL- V,,Wf "' st, ^s1 p 1. EXCAVATE A 4 INCH BY 4 INCH (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF SILT FENCE. �- 4 IN (10 CM) L11 -1�1i 2. STAKE FILTER FABRIC ALONG EXCAVATED TRENCH AND EXTEND BOTTOM OF FABRIC INTO TRENCH III � I 1� 1 rrr� I I I i- Jr. 11I -' 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC I'��� ,� _11 A z`�^ SILT FENCE DETAIL 1 m SCALE: NONE - " ". 2 ROWS, WIDE BOTTOM ROW, BURIED 1/2 DEPTH D �_I 1.5' MIN. 1/2D GRAVEL BAG DETAIL 2 SCALE: NONE - ®f ' v � � � � �.liOTlr � 'V � � ® ® ^u':•_.,,, -. i J^ V[ , f #$ � #� � 7 a ! _ E. `,� \, S �'_q _ MATCH © p EX. AC ° 0 p F,. �. �y 37.. °' ! 1 = Ir s : y' J 1 f DEMO. EX. FG -322.5 t�,4 f =322. / t 4 2.0% A.- ^ \ ?'� ti FENCE _., .. 9' 2'47" W AC DRIVE c. ° WOOD-RAIL htNCE -- a . 3 / 1 ti n e I loo GRAPHIC SCALE 30 D i '°- _...�- .,,_ -^. ....... �✓„ f � �,,.,., -.� ��,.1 t ; ' $ tY s ., p`�"'w,���, ter"` �Y "`^•� .. `` � 30 60 - °~ SECTION C If NIT 5 t I p ay ( IN FEET) 30" MIN. NOTES 1 INCH = 30 FT. li3t DRIVE EXIST. GRASS 1. AC PAVING SHALL CONSIST OF 3 AC OVER GRASS OR TURF 0I a GROUND SWALE 0 6" CLASS 2 AGG. BASE OVER COMPACTED 44' FLAT NATIVE. - ��� 2 1/4" WASHED SAND sWAtE 21 PAD 21 1.0% EX. GROUND 9 2 BMP TO BE PRIVATELY MAINTAINED, NOT TO . GROUND BE MODIFIED WITHOUT CITY PERMIT. tit 2, 3.1� 4.0% h EX l IL 3. GEOTEXTILE FABRIC LINING, LANDLOK CS2 $ 6" DG SUBGRADE TURF REINFORCEMENT MAT OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S 3 RECOMMENDATIONS. I a U 4. EXISTING TREES TO REMAIN. IF CONFLICT �I • EXISTS, NOTIFY OWNER PRIOR TO REMOVAL. x QROFESSin I SECTION A SECTION B Y Quo s A. rl, Fy o No. 57695 a ,;x;05 DRAINAGE SWALE DETAIL 1 g�, 11+ 4 tl T•4T C IVIL. R��P Y"°6 1 J - � �d' i W�� '. f OF CA��F� /1 5 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Ul fl, 0 JAI c w AX -' 6961 `Es DESCRIPTION: R0458 168 +10.94 - 2 1/2 " PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRC GRADING AND EROSION CONTROL PLAN FOR: c sopm A S RO I GT° BRASS DISK "SD CO ENG" m LOCATION: IN WELL MONUMENT AT CENTERLINE HORIZONTAL 1 . =30 , ��.,�� THEODOSAKIS POC IN INTERSECTION OF MANCHESTER AVE. AND �. DATE: 12 22 04 BY: BY: 9299-G ENCINITAS BLVD. VERTICAL N/A R.C.E. N0. 57695 DATE: 13� of DATE: w RECORD FROM: SAN DIEGO COUNTY (JAMES A. TURF EXP. 12 3, DS HORSE TRAINING FACILITY L ELEVATION: 75.11 DATUM: NGVD 29 1 1 1 1 DUDEK PROJECT NO. 4413 PC 00 -000 SHEET 3 OF 3 C> N� rn N Q� U� O _< ZX UQ Z �- w F= d�- Lij W In V)I 0) 0 of 0 Lo