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2002-7611 G (Plans) lKW TO BE DIRE: A. GENERAL. IL NO I IFICA 1 KM: 1. ALL WORK SHALL BE DONE iN ACCORDANCE WITH THESE PLANS, THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE t. GRADED AREAS AROUND THE PROTECT PERIMETER MUST DRAIN AWAY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO LEGE RS DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA SEARCH OF FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. D SYMBOL SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT E X . GRADE CONTOURS R3 -� REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN F i N i S H PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND GRADE CONTOURS 6 MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EX. G. SPOT ELEV. ( 2. THE SOILS REPORT TITLED GEOTI= CHNfCAL UPOATE,120�i1SON ST PREPARED RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAiD 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 54.7!) BYGEOSOILS, INC. DATED JULY 25,2002 S_ VERIFICATION HALL BE AS PART UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR F INISH S. SPOT ELEV. GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WiTH THE EFFECTIVE COVERAGE OF GRADED SLOPES (9096 COVERAGE PRIOR TO 55.30 COMMENCEMENNT T OF WORK: RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. LOCATION OF UTILITIES AND NOTIFICATION OF NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WiTH PUNCHED STRAW RETAINING WALL INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND C-3 3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS A. SEWERS -ACHY PHONE: LEUCADIA WATER DISTR. (760)753-0155 DEPARTMENT OF CONSERVATION. BUILDING RET. WALL . B. GAS 8 ELEC - AGENCY -PHONE : S D G .rE (760)480 WITHIN STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS � C. WATER-AGENCY-PHONE: SAN OIEGUITO WATER DISTR. (760) 633 -2709 FINISH N i SH GRADE PLANS. F E _ ESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT i D. TELEPHONE- AGENCY - PHONE: PAC. BELL (800)750-2355 PLANS. : E. CABLE TV- AGENCY- PHONE COX CABLE E • HYDROSEED: . (1!86)999 -5936 FiNISH SURFACE F s 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF - SITE GRADING. 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS EXT 8349 1. HYDROSEEDLNG SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 FLOW L i NE PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. PHONE: (619) 633• (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 2770. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. GARAGE FLOOR ANYTHING DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT TO CONDITION EXISTING PRIOR TO GRADING. 3. PHONE: (619) 633•- 2770. ALL WORK PERFORMED WITHOUT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT FINISH FLOOR P F. S. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE - ENGINEER. PLANTER P ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A 2. IRRIGATION SHALL - MAINTAIN THE MOISTURE LEVEL OF THE SOL AT THE GRAVEL BAGS LICENSED LAND SURVEYOR. C•= OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ROCK R i P RAP ID-40 7. THE CONTRACTS SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. HYDROSEEDING SMALL 7KLL. THE FOLLOWING: INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR - ENGINEER OR LINDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND NO PARKIN- FIRE LANE SM( TTR1 M - 45 CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND 1. SEED MiX SHALL CONSIST OF NO LESS THAN: DRAINAGE DIRECTION DEVICES, ---s --# STANDARDS, LAWS AND REGULATIONS. BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT A. ZO LBS. PER ACRE OF ROSE CLOVER SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF B. 20 LBS. PER ACRE OF ZORRO FESCUE • G AND ECIILIIPIfAENT OPERATING WITHIN ONE -HALF (%" ALE OF A ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS an ALiFORNiCA C L O SCH C. 3 LBS. PER ACRE OF E SCHOOL CIA A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED HE/SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY D. 4 LBS. PER ACRE OF E C OLII PRO POSED WATER SERVICE M_t BETWEEN THE HOURS OF 5:30 p.m. d 7:30 a.m. NOR ON SATURDAYS, HIM/HER OR LINDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, CARPET OF E. 3 LBS. PER ACRE OF ALYSSUM SUNDAYS AND CiTY RECOGNIZED HOLIDAYS. ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ( SLOPE (2:1 VAX.) ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL F. % LB. PER ACRE OF DIMORPHOLECA.. t G. ITEMS C. D, E, AND F, OF THIS SUBSECTION MAY BE OMITTED L-•- --.� . NO GRADING SHALL COMMENCE UNTIL A PREGRADfNG EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR t1 ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS PROPOSED SEWER LATERAL S •. ' - S INTENDED USE. ME ETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE VISIBLE FROM EITHER A PUBLIC STREET OR VI PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING NOT OT VI R STRUCTURES. R C.C. CONCRETE . •� . • . CONTRACTOR AND PERMIT I EE. THE PREGRADE MEETING SHALL BE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A w 00 D E N FENCE SCHEDULED WITH THE CITY AT LE/1ST 48 HOURS IN ADVANCE BY CALLING NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY (619) 633. 2770. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL DRILLING OR BROADCASTING BEFORE HYDROSEEDING. R V. C. STORM ORAIN ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED i. HE CALIFORNIA OF FOOD AND AGRICULTURE H 10. PRIOR TO "AUU JOBSITE IN UNOPENED CONTAINERS WITH T NG DIRT OR CONSTRUCTION MATERIALS TO ANY AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION DEPARTMENT CERTIFICATI AR OWNERS � ATE: PROPOSED CONSTRUCTION SiTE WITHIN THiS PROJECT THE DEVELOPER CONTROL MEASURES HAVE BEEN INSTALLED. C ON SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER TAG ATTACHED TO, OR PRiNTED ON SAID CONTAINERS. L HEREBY CERTIFY THAT A SOILS ENGINEER t3E0LOGiST ! BEEN OR FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL J. NON- PHYTO -TO XIC WETTING AGENTS MAY BE ADDED TO THE WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. HYDROSEED SLURRY AT THE DISCRETION OF THE WiTH REGARDS TO THE HAULING OPERATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE CONTRACTOR. COMPACTION D BIPTY OF T DATE: SITE. REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. 11. UPON RIVAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE B i §U'T PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN CLAY SAMMtS SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY 'THE GRADING UNDER PERMIT NO. 7611 - G HAS BEEN PERFORMED MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S MECHANICALLY PUNCHING NO LESS THAN 5096 OF THE STRAW INTO ADDRESS: P. 0. 80X 9113, RANCHO SANTA FE, CA 92QST IN SUBSTANTIAL CONFORMANCE WiTH THE APPROVED GRADING PLAN OR RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN THE SOIL AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT STRICT ACCORDANCE WITH SPECIFICATIONS. PHONE: (8'S B) T'S 6 - 0 955 SHALL BE FOLLOWED BY THE DAT A ND SIGNATURE OF THE CIVIL ENGINE R WHO CERTIFIES SUCH aU01 - NG OPERATION. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, is. PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE WiTH 1596 SULPHUR APPLIED AT THE RATE OF 500 LBS. PER SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, ACRE. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND i HEREBY DECLARE THAT 1 AM THE ENGINEER OF MIRK FOR THi3 PROJECT, THAT t LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT HYDROSEEDING BY: DEFINED IN SECTION 6703 OF THE BIJSiNESS AND P�OFES8 {DNS CODE, AND THAT THE SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A DESIGN IS CONSISTENT WiTH CURRENT STANDARDS. ROUNDED IN ACCORDANCE WiTH THE GRADING ORDINANCE. COMBINATION OF: I UNDERSTAND THAT OF PROJECT DRAVV1 M AM SPECIFICATIONS BYTHE CiTY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS i - 5. ALL TREES, MUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL A. TRACK WALKING SLOPES STEEPER THAN 6:1• ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM W pf CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED ABOVE. ESSI o QR �� �� � �� WiTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. �' ��+K L R E ICK CML ENGiNEERiFiC; APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 2. CONDITIONING THE SOILS SO THAT iT IS SUITABLE FOR PL.ANTiNG � W� �% � 1014 WEST WASHINGTON STREET � SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY BY: (619) 2918-3183 SUCH MATERIAL. O N& 32103 A. ADJUSTING THE SURFACE SOILS MOISTURE TO PROVIDE A /? -04 6y �� 01 t D. EROSION CONTROL: DAMP NOT SATt7RATE0 SEED BED. dr y CIV1l eY: f0AW4fr ' C �: DATE: - L'r¢- Of OF OAL� C9 � 1. IN CASE EMERGENCY WORK iS REQUIRED, CONTACT CLAY SAMMIS AT B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, • R.C.E. NO. 32103 EXP. DATE: 12 - 31- 04 Z V LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE 0581756 -0955. o CONDITIONS FOR GROWTH. OC O W 0 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE HY'DROSEEDiNG AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS ? ILI Ill p �d 3 AVAILABLE AT ALL TIME DURING THE RAINY SEASON. ALL NECESSARY _ GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR 2 t dog MATERIALS SHALL � STOCKPILED ON SITE AT CONVENIENT LOCATIONS Z AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL b� TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN THE PROJECT IS COMPLETED ANO ALL SECURITY RELEASED. � w W t� 5 N RAIN IS IMMINENT. pA� D SKEC�ti 1, J ENVIRONMENTAL DATA: A CIVIL E;IK�EE'R iFfi THE STATE OF ON Z S. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR j SIT A a HrtTi -IOLrT CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE HELD of APPLIED soy MECHANICS; S V v THE APPROVAL OF THE ENGINEERING INSPECTOR. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT J 1. STEEPEST EXISTING NATURAL SLOPE OWSITE = 8% N� 7 2. MAXIMUM VERTICAL DEPTH OF CUT = 4' WITHIN THIS SITE A W N A D S - MADY BY ME C OZ R COM PLETE COPY OF THE REPORT 0 4. THE CONTRACTOR SHALL I ORE NU - EROSiOi� CONTROL DEVICES TO V I b� o WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER 3 • MAXIMUM VERTICAL DEPTH OF FILL = 3.S COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 12 3 C.Y. x 27 1 HAVE REVIEWED THESE THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, Z r 8LV EACH RUN-OFF PRODUCING RAINFALL. GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS = g4� W CAOIA � 4. AVERAGE DEPTH OF CUT = 0. S O F T. _ 3.3 75 � A S B UILT 5. THE CONTRACTOR HALL MSTALI: ADDITIONAL E=ROSION CONTROL 4,2 30 S.F. REPORT FOR S PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN SPECIFICATI N e, E AP. -%M ' �3 -f4 INCOMPLETE GRADING OPERATION OW UNFORESEE4 ,CIRCUMSTANCES 5. AVERAGE DEPTH OF FILL = 1.2 7 F T. 650 CiR. x 27 W 3 = I T 5 5 ER I C K L. R I CCI DATE WHICH MAY ARISE. - _ 13.770 S.F. R SIGNED: ���;�� Q 3 R. C . E 32103 S. THE CONTRACTOR SHALL At+ta SHALL TAKE NECESSARY EARTHWORK C;=. 1M'3R S/7$ S 7 EXP. DATE: I 31 /03 ,��V W Z PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN O SAN DIEGUITO MUNICIPAL WATER DIST ADD RESS: 3741 PALMER MAY VICI ITY MAP CUT =125 C.Y. . IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ENCINITAS FIRE DEPARTMEN T L E UCADIA WATER DISTRICT �ARLSBAO. cA � +� .�..., N . T. S. T ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED s 2 oos - �► W (/� 1 FILL =650 C.Y. ZG PHONE: (760) 438 - 315 GRADING PLAN SHALL 9E INCORPORATED HEREON. �f � . ;I i/o Xf -A - S C �� ,� (/) „ By DATE 1� 02.-. IMPORT = s25 C.Y. 2 302 W. �r o. 3 3 5 e GATE L�c�•� �, s�r� _ k . Z t Y GL' Y ATE , REVISIONS APPROVED DATE Z IEFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED e Y 1 '" B RAWN BY I CH CKED By Z 0 <. M. A. M.A . R APPROVALS CITY of ENCINITAS PUBLIC WORKS DEPARTMENT FD AWING N0. W +Q i AS-BUILT (TYP.) S. D. CO. B. M. NO. O.C. 143 HAS BEEN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP DESTROYED. B. M. USED IS T. C. P.C.R. i DATE: - `� ? BY: BY: 11 v .� GRADING PLAN FOR: ON HWY 101 AT JUPITER ST. (SW. CDR.) HORIZONTAL MBA _ PLANNING CASE 110. ELEV. IS FROM S.D. CO. DWG. C.G. 2564 I o O �pt.� !� �;Q� R.C.E. N0. 32103 02 -048 DRP/+cDP � � � + � VERIFIED IN FIELD. VERTICAL NSA BY DATE ENGINEER DATE: L/2 ?IDS DATE: 3 PARCEL 1 P.M.16420 ELEV.: 52.76 EXP. t R.C.E. R.C.F. woRx PROJECT N o.. oZ - 1014 ET I OF 4 _J SAN DI E G U i TO WATER DISTRICT NOTES: LCWD SE__ NOTES: I . REVIEW OF THIS PLANS BY SAN DiEGUITO WATER DISTRICT DOES 1. LCWD APPROVAL OF-THESE PLANS DOES NOT RELIEVE THE APPLICANT, NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY OF THE LOCATION OF OR THE EXISTENCE OR NON—EXISTENCE FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OF ANY UNDERGROUND UTILITY, PI PE OR STRUCTURE WITHIN THE OR AFTER CONSTRUCTION. LIMITS O F THIS PROJECT. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND 2. ALL EXISTING FACILITIES WHI MAY AFFECT FINAL DESIGN, I . E., TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC LINE CROSSINGS, LIVE PARALLELING, PROPOSED CONNECTION WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER LCWD SEWER STANDARDS GOVERN. MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. A S. AND OR ADJUST TO GRADE ANY EXISTING WATER FACILITY DOCUMENTS ON THE JOB SiTE AT ALL TIMES. (FIRE HYDRANT, METERS,VALVES,VALVE BOXES ETC. WHICH 1 S AFFECTED 8 Y THEIR PROJECT. ALL A � FEC TE 0 WATER 5. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A FACILITIES MUST MEET CURRENT SAN 01 EGU I TO WATER LCWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF DISTRICT STANDARDS. IF FACILITIES 00 NOT MEET STANDARDS, HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION. THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS 8. APPROVAL OF THiS PLAN BY LCWD DOES NOT CONSTITUTE A AT THE OWNERS EXPENSE. REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. PARALLELING WATER SERVICES 7. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REOUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND 8. CONNECTIONS TO EXISTING SEWER PiPE OR MANHOLES SHALL ONLY BE ELECTRIC VAULTS. DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER S. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING g ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE . . SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. 10. A 10 GAGE SHIELDED -COOPER WiRE SHALL BE OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 11. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRFSSURI= AIR TESTED, AND TELEVISED AT THE APPLiCANTICONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. to O � O w � w W 0 Z Z Q w V1 J F U Z U M a Z in w = ch � W • W N M j: 401% Q of z • GK L O iN. 2l0 Lit E>A 1.3 UJ (� ClV1v- Z W W cl A Z 0 APPROVALS C � REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT C ITY O F ENCINiTAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q a. S.D. CO. B.M. NO. O.C. 143 HAS BEEN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APP V D GRADING PLAN FOR . DESTROYED. B. M. USED IS T. C. P. C.R. ON HWY 101 AT JUPITER ST. (SW.COR.) RiZONTAL NSA /-� DATE BY: BY: rLANNiNG CASE NO. 76 1' ELEV. IS FROM I DL CO. DWG. C.G. 2384 N / A �� c3 �!� -�-� ��� �A� - R.C.E. NO. 32103 DATE. ( .l , 2-1 103 DATE: / ELEV.: S2.T6 PARCEL 1 9 P.M. 16420 02 -048 ORP /COP VERIFIED IN FIELD. VERTICAL BY DATE ENGINEER EX 12 - 31 -04 R.CE. R.C.E. WORK PROJECT NO. 02 -1014 SHEET 2 OF 4 glow R - 1R 2 O 'MIN. 1 0 �a I I' ' f � � b CORC. ALLEY � + , 4 0' iAPT. BWALE BERM t o 20 6 % s ` ll ' "(TERIOR WALL PARKING WOOD ~ c2 20' 20� 20 022'M"+1. TO BLDG O FENCE 2.0� �. O 10 ZO 30 40 A. C. PAVI NG &F air ' MA BASE F. 59.40 RET. RxLI - ,, F F '- HEIGHT GRAPHIC SCALE Y SE C TION • . - i.F. s 2.43 VIER L L f S BLOCK H E IG H 'a ( LOOKING NORTH) . •.- •' • • • • , WALL 6•� ` N . T. S . e �CATES GRASS OR LANIMAI�ED t STORM WATER CLEANSING AREA TO BE 1 C`ORICRETE ROTE PRIVATELY MAINTAINED AND NOT MODIFIED WITHOUT OBTAINING A PERMIT FROM = ALL DRIVEWAYS AND • PLANTER r I err E CITY OF ENCINITAS ^ SEMON A '" UNWVERED PARKING AREAS ' S EC TION 8 - B TO BE COLORED CONCRETE EC TIO N C - C �' ROOF DRAINS SHALL DISCHARGE ONTO / NOTE LANDSCAPE AREA NOT ONTO HARD 3 � N. T. S. N.T.S. � N. T. S. � � ; SURFACE AREAS. left -waft R/W N N E PARKING- N Y IRE PROPOSED 2.84 MAX. BLOCK RET. NOTE: FOR ALLEY IMPROVEMENTS L S LT P) ALLEY WALL PER ALLEY IMPR. PLAN �_ , - t �. SEE DWG. N0.9499 -R R 12 6 LLEY -� 1 t4 ( 52)� G• N0 9499 1 � O • ;' I +49.�T.1AS13N • - - - ,_ b� +4 A . S 10 3' rr . CO1V'C'C: SMILE At y 0.2'5~1 � �. ' 12 F' X M. m. to s -'1 "/ ti t 5 2) -- ------ - p w� E X 8 SEWER - MAIN . E fop O_ / 53 � h �� ti� �` �' t TYP I 4 e M � g •v �, C ^°� e► N r b �?'y� '� •� I `!`� !. b"� 1 b� O I {4 g"�6 ,� E 'i h EX./lA► h 1 6 'h A.C. PAVING t t• t. t qty �r I3'42 "N► 22 .01' 0 1.0 aLLEEY H ,� SEE 4`' v �`� �►�• 0 �� ��'' `,• C. �►• ST. 9� _ IF v g - P � NEW R • . ABOVE • r L. .� -� x • • s,' • }' -- OWY S DWY $ � . P. 'OWY :$ s2• O PAR LNG P. OWY S ;� o ho ' rS ° FS �e h ' O PARKING �A PARKIN 'tv H 3J TYP. C ii►' h �:ti F If A P �g� ,' A►' h a �V. o •• e ;8. ,g \ 0�5 DE C �' i��L' �- °� W .TREE:TO ---� 20 TQ R �a' , p� �,'L a OvER RET. L �` a f E REMQvED �; - (551 1.20" BLDG. WALL .5 :PARKING (�• ?�' N s (TYPICAL AC-L R Z ! 20'MIN. �4 h �L h - 10� 20' Gbh h 10.20 �' - 10..20 PATIOS A ONG '�� L,o �`� 5.02F.s. :'SE BAC h' hh• oti ° y F + hco ALLEY) G, m = •' .. - �' h•� , GAR A G€ N h 1 4 h 1 ,a y a c� / z ...._ ----t5 - .:` g• y �1 {{ GARAGE + • •06ARAGE GARAGE h ° _� ..►- •� �" B �``J a 3' BLOCK H BLOCK 1� _ Q W w C 3 * H BLOCK EXIST. PaRK1NG 3 -� w , f WALL _ (� M►OII WALL ' .� -�54� ��� CO Q 3 I� C ,�• 5r j - ,� rAREA f 2f/ _ a ►`• Q w 0 AREA BLOCK •�• �• V /h• hs A o ; t 0 WALL I. ~ 6 M WALL �'�' f.'S' - b �6. a• AREA v h . ow Ic f Q fi g. �. '�;b• �'y E S• �? : M g' � 2p y /4 • f , GRAIN AIN w' h �• DRAIN h�'Ehb \ x .� , 3 a 5 G. Cr �• F �C' w 3 \ O "AREA h 't 1 S ' b�• � o� � PR tv ATE _ 1 ;/„'_ �--• h• W---=_ 4 &4A. C. � F•w� b , t p • yip 'Z _ 4'' P.V.C• --•- -- - (54)- - F _ C �6�b h W BER �C J b PIPE a' WOODEN FEN �. WOODEN FENCE b 9 s N R a �i ll;. A.C. S, 6' WOODEN N 2.27 �� (TYP.) '� O \ J �. ' " BLDG ' C BLDG 8 •m BLDG A -t �5� PAVING .� ' . ' FENC BLDG 0 o '��- 'h a• - • s ti 3 �I • F. F. 56.40 FE NCE o F. F. 56.40 "s� a 1` N �� F. F. 56.40 � . �,�h.. F. F. 56.40 �• `, z W o a = \ b '� h . x - EXtST a ' '1 P.A.D. 55.73 2 � PA.D. 55.73 , ' w5���•} ��� PA.D. 55.73 E� P.A.D. 5F. 73 w w CH-L. F NCE a ASS L 4 SWALE • �' �A• �1 s� J* rN O a TO BEEMOVE - E ROSS SECT. LEFT F- ; '16 + • ,� 5 b �` 6; 1. 0. W �\ �.(PROP. N 1 0.5 .. t t'S5, • �• �. 162Q - �' 'S ���g8 1s. �' F . d' ' �p9 WO E Q \ u E _ Irs F• G !s Sip �r • . ,er �p F CE e ONLY.) ti� �s� �6' g• Js g• F• GS g: C'S 3 n t. U (n aS s •� ` 4y° s4 4 F 2 T d• `��!' t h ' -(5 �• �b a 0 � � + o R v � he , • 1. �'1'E' s .. - � 6 • .. - t� h IP P G• Wq << . 5 TE 5 ;0o , SEE F 9 45� �l• �o• t 6 d F gp BLOCK S 6.00 �J NOTE) gb F I q b s 5� b g'h FG fj yy' E 4a' WALL ,,,� G b �• fo • G`• 65 010 S. f.0 \ "'ST P YPCE (Sg J tg �•,, • �,• 4 q0 t�• b�� l� p�' ' A 9 �• ti � 2 TTP1 CAL GRASS Li t3 .� • NEO 1s1►ALE CARPORT r \ , .9� ti t� 0' ��• �y• O ♦j Sb 1 6. ,t,�./ 0 N . T. S .� _ SUPPORT�b POLES _ W •�irj` ti� �0�°� �•G' � i� ti 01 v'v, 0 gg.10 F6 '� .��2.7 bf0 ( TY ' b' 9 r O �� _fib vh ��• J ti ! F h d •`� �' ' �}. P.) F•y� g -�� .� J O v JJ ? / p - 8 \• / g (t. 55. _ _ S 58 ,F� `� E• ��• N �� f : • S h I D �� � ... ' , • � ,._, �h :mo �� Ss• I °. -••� � � 8 � - 2 --� � � 't � � V� I ° h '� b ' / � h �r ° F ` Fjh w i *' .'I! . 0,�- S Q 35. , N A f q Wq L h , • _ , n O �� x55 0 �o , o1 Ir'3 1 _ �/ ti 1. �. G t' • • F.5,55.70. F ,[>R E .. 5.9 gl r� b z '`'�► 2°!° 5' io l p �h e o _N1 cy RIP RAP NOTE Q - a+ _ X _ ,, y x _ � --� x X °�2' 44" w x x - x x - 4y ��p 6 „ AREA DRAllm USE TYPE 2 RIP RAP PER 0- 40. ',� AREA GRAIN` �• - � 1 FiLt1N EX BLOCK WALL (TYP 4'AREA pRAIN o�'y� O ^ / I "( DRAI o� ( �0 3.10 dVERAGE GRAIN '(• 6P DRAIN �' h h AREA a EX. w00DEly� o� E 4 PIP E (P.V. .)Q 3 � O O h <C USE NO. 2 BACKING ROCK. 1.O'FOOT R h M \ �o' b HEIGHT. C�' a THICK OVER M IRa F I 140 N FILTER A ? P� .tt ` `ti �� t ORA! `b I- RE NCE(d0 ZIT hfo' O ♦ 0 `y0 +� h� 3. U OQ` Q • \ 3' X I S T. '� 0! S T UR B 3 .t• - 0 1 3►' 1�' ; 0 ci O `'' BLANKET OR EOUI VA LENT. `� 0' `4 DRAIN PIPE -` Q " �. o e �C� �, �' -r- --T -r ' f - • \ � T - - ,t 0 ��' 4 ��O0 � � 0� •'� / p ! � O O �• (P.v.C.) AT CH.L. FENCE 1 P� 11 A'h 0'•1 y A 0 w ti 0'� ,� Q b.9 0 . ' �-- +� p. �L `�`'l Q� '� V' 4 DRAIN �' p h � 1 '�' 3 ,��' 'h O -� b h 0 ,; �• 0 0` h o ,* Fr ( D 2% MIN. I N. b 4io A O ti' 0 �C' �' / b h 0 ,�• 'h' O O 0 � ti `� �O �' `l� �' °� °� _ dy _W ' h / 1Q • ti uj , C! O b 0�' 'h 0' .1 PI PE O �h' ` h �. h h W to' du id '� m �` -.•. h h ' Q Fi 4 3 d PV.C. AT WIN. ``� 0' ti "� b p Fj .r w W 0 a b, O S � °' e PP�� . 0 2 �. E � F: °D o �0 1' `' ti' +� ti ``�' ` w ,- 9 Z 'r w` m; oN �:, �J b QC,� cqN h� �,� EXIST. HOUSE h ' / - N ti a b EXIST. I 2 �/ ' tO a _ O` n h = �� EAR ' CO NC. Z Q k '• ' ' hVh = "•� t to r W ` L Q -e,- o• i i �� a DWY. I cn �toJIr 's r .8 > PROPERTY 2 .67 O er t � ' 0 AREA • h . • z 4J �, U O 3 �.4,• _ Q N ANACENT 0.5' EX�1' a �, GRAIN _ M x PROJECT GL 0 G. + PROPERTY PROJ'LCT 3.10' ` G�'� ` SIDE SEE a 11tRFCtNG BTU GARAGE - � U. � ,� W Q 3 SIDE AVERAGE d •HEIGHT. . i` 4 WIDE CONC. P F. 6 #Q YARD -t. G. �� �''� ` a tat w �® W 3 Q 10` . .. E . G _- -► REA D etIN PLANVt S/ W _y eF•' G ba v s W !V NET /e _ MIN . F.G. E _ ,w ~ z WALL TO EX. G. G. 6 "MIN. �G� L ' Ri�c^y a O iD AT EX. WALL. ` ..•. �Q` C� _ , V) - �► 4" DRAIN(PV.C.)ATI OVIR 4 "DRAIN (RV.C.)AT t9L MIN. • " ;,, 3 AC. OVER 4 CL II AS MIN. z ECTfON E E LO E TtON F- F �TYP� ECTION D - D u'iu.31� SECTtOR - G w cn - N. T. S. - ;" ClV1�- � N.T.S. N.T.S. rEoFCAL�Fo N.T.S. W w w .,, _ Y " o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT M .a.e. M. A. R. APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q 0- AS -BUILT (TYP.) •1 S. D. CO. 8.M. NO. O.C. 143 HAS BEEN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP OVED DESTROYED B.M. USED IS T.C. RADING PLAN FOR . T.C. PC-R. gY: K / --• BY: ON H W Y 101 AT JUPITER ST (Sw. . CDR) HORIZONTAL 1 = O DATE 4--O2 761 1-G 'A E LEv. 1 S FROM S.D. CO. DWG. C1G2584 , R.C.F. N0.: 32103 DATE: /As/0 PARCEL I R (� VERIFIED IN FIELD. VERTICAL DATE: N A B Y T Z? /o ELEV.= 52.76 ENGINEER EXP. 12/31 R.C.E. R.C.E. _ WORK PROJECT NO. 02 - 1014 SHEET 3 OF 4 02 -1014 EROSION CONTROL PLAN .110 LEGEND 0 ...,..... -- ----- _• _......._ _.. __.....,.w Rr + P A R K I N G y 2 C3 _.,......., ._. ..._,,.., ..._._. 20 ....,.,..._. .._ PATIO STABILIZED CONSTRUCTION ENTRANCE G, F (3, . G.F �. z ", a ALLEY SILT FENCE i F % •\ SECTION B- B SECT1ON C`- C too l ea a ..___.....__......., .- ......_....,... _,._. ._ .........._.. _..,. G . r � -_zL::.:.x:_ RE T. WAS. .- NOTE: FOR ALLEY IMPROVEMENTS Y SEE. DWG NO, 9499- Ir �y• F . L '! ( ` � T ( 2) ` 3' w CONC SWAL _ e O g g E AT a. 2 5 r I2 -4-46 O _ _ _� _ .,.....__..... .�.• ._.. . � - $ '-_t'.:.'-- _ •... ,._.. ....._.....,..,b ....._._.... � ....,...,...,;. .. h . M. , � �.,. � ` ». `� ' I / A ....._ JJj E S EWER N _.. 3 .I ._......... � t� t y , c A ` * t TYP) Cr ` o ,F �'� Fh' i T 45 ,� � • .�C'i '/ 8 c� f O O '� 4. ,� h '�° ti , .....,_ � � m � a.C. � � h a �� Q ��$���`� `� ����'�• g�`�`� I.O` ALLE� p � .�� �� .�� ��,. I �� ji CK AAVINv, , �� g� ,�� �, 1-11 , ��� �, �` \ 5 ti g h s h �s 15 42 5 W 2 2. _ CA !fi i? h �a e< T' a. ._-- x -< '•. .< ;" . _s._.. . f < .. g- , 'Pe x r; 1• , ; "•.£d x 3 - _ € _r x :,, : t.i _ s.. _. ` ��}• 4. X o• i r , I \R a ' .I A , C Ix41�K i t 1`I' ..., ..... .. .........,., ua .,....._.,........._ ' �.� � • �'. t } a? PARKING - co . A'� �. 3� ON HWY 101 AT JUPITER ST (SW. COR.) , sa �- , _ t OE EU Fa �• G' •" ate ; u I o - , ' 55l _.._ :BLDG Il r o° _.... _ PARKING W LL O ' .....__ r:. IO.2a.- o _. __.__ It1. A A _ � g` _ G J 101 h', SETBACK t� g ��''�`r.ro to u, 0. GQ RAG GARAG `� G c� -- G E .I 3^��' A R F G A R A G �`f�,�' G A R n; E , S Ss� , y 4 �p�• 01. •,6 �`�. �j c } 4 ' 4j tt� 4 _._.._ _ _ '. PA , !kh _ _,...iA h# T _ t� _ E K € i K } (�t 5 G ...., _. ASS g B AREA 6h�� .. 3' 3' ~� kE3 ... G GOI `f.i''4' / 3 PAD ("t'YP3 4� ° ^ � - ' cS' �,..�.s......x... �� /t2ti J _ �., -^--- sw _. : h x f .� � ' `` BL B B L D G A � Z X, _ 4� QEs £ A C / BLDG D ! C < . g . _.... F. F 56.40 ``° ..PAV ING F. F SFa. �tU 40 _. A _. F F 56, } � ofe S:f.4{) D 5 7 3 " 5 .7 S P A. D. . 2 �a h r ' A.D. 55,73 F F. v!o cv a E X I S T ----- \ `- ---- P. A. R. 5 5, t 3 S ' ° .. LONG N'LY .. ___._ �. \ • 4�' J '- ,_ 'h , S d C3 t f ` ON LY ROP LI t COLIC, 'A{AL K (TY } O- A © g h� I=1 FEE (s s N f3 5h gh< is �o'�� g - - C ; a J PLACE �' a c i �` ..�F O' ,� °\ 5 6.2p - . 5 . r \ \ {TYP } 4 s ° ` `�'` -� �' � e �3, j g am' >�° f" ,LQ F #RE `, -�O � � � \ • 9 �'+ fv Q'��" � � �a G �' v� ! Ogo EX. CARPORT �� h' 6` s� PL ACE � � . /��a/ � �' �; g a°� �Q 56:10 yr. SUPPORT _ --•r b <1 La f � s�o •f h fi f TYP. ] a1e :, h hy,��• h� IV I r �. ,,. • _ ............. } J V r° T Y' • Y V ( TY ? 8 > 5 h' L' h h l 2�5°! °�#._ T y�~ ri? ` �',�`,�• c•t�`' .� a.ej ZS� / } ~" 2, 14 S.) 3 5 p' F � .3 Eg C> a 5 k /'1 f r' a` /; {} M RIP RAP ""' `�.. ..sr' o`+f Z Q1P 4 # -,� f._.. .. - 4 / /N v � 2 °fQ h � P 4,°? ; ir, , `f � . O .. _. P 1 � I Q � N 1 5 i ! .�^ ! H ,° [X) DI r' } i s IM I; } 1 FI:: NsCE:f DO ti OT `E? , ' F < G �. }.� a 4� 2 STFPCF/RE FEIG �� DISTURB' I t ) t �� .. O \ XIS I V ,.: calve RETCH," _ - ` �� f . f : •: }Q f: �.._._....,,.. c. _ — �„ � �` q p�,�,` 4 4 1N (1`fl CAFE E i C9 AT 0 60 t c� �� z....j �. � a� � 0 w TRENCIH UPSEOPE _ ' _...... ; +_ � , �; W 3i ` `' `� ' ,�` `�' O PCts7r5. - 2 — ,,: w c� '' ' �'�T v h / • --' �' �= '� 5 . - `- " ° C c . t' as AL9NG THE LINE , c1 •c•?; �:.'. �.' [.t `if "\ �C. , .y � h•� Cr)`t ` `w� M w, A {} N L? , i j 1 s Z Q 4� a af E i re �ht 3CIST. f Z Z �' , f .' 1 ui =i u�. �� COLIC. j ! z a h �• r J + ' .�lt £' ??, I7h�, . !"' ;�} `'�` O 4➢ i� A P /i /� �`� I ,/.'� D i! Y. ft CRUSHED ` i � ,.,. .� �! C. �,: � � a•"'J ,,:! � M•.j � �t�`�• t�� 4t� t'€ i V V �V.�i'� � � � ��J - M . . � } '�� �� / j /'- 1 �-- ' i Q f C NOTE: 2 ROCK . � _... _:.. ...... f i $ X' x > t _,. � ' , i ADJACENT # �-' °� CONSTRUCT SEDIMENT BARRIER AND FILTER V Z s ' PROP E RTY f 6 ,x �'1s ,� CHANNELIZE RUNOFF TO SEDIMENT FABRIC / 4 !N (10 CKf) l i O 1 5t Q_ TRAPPING DEVICE } ac ►-- EX, G. I ORIG;:yAt 4 c L3 3 _ 3 • __ .�... -�-. ; .^�.... A�E .ATTACH THE FILTER FABRIC TO ' �. � � I M . • . , 4. BACKFTLL AND CO/PACT THE } Z a0 THE WIRE FENCE AND EXTEND FT — f _••, .e INTO THE TRENCx ExCAVATED SOIL 1A�°E NT O. S EX.VV ° ,._.- ;`: .. �• • vs i , ! W cn r I AD PkOPE RT Y PR04E CT s � { �` � i � . � � } _ � IQ ,� W 3 ' 4 wfDE �• • e • e - WIDTH AS AEflUIRED I ` cv s ._..3 Xsv 3 si OE CCC,i!?C!t } ----- *•-- S /VY W a 1. 1 ' MIN.. UNLESS OTHERWISE I • TO ACCOM004TE SPECIFIED 8Y A SOILS ENGINEER ` 39 EV y lo. ANTICIPATED TRAFFIC t FILTER FJtBRFC j w 6 -� '- -.., -� ' • • • . • SFrC'I'ION A -A A 2ar'� 3 M I N 8Sf a! F. G . Z — �p Rat. »_ _,.. = - TO E G.� 6 I E AT EX, WALL. �„ `� - 0 A MIN RADIUS o w arm ;n Z T1 �4 D —D SEC E— E. 50' M i� 1-04 W cn SEC Oi I . •� olw�- SILT FENCE W w w ot< °'�'` NO SCALE ? Z DETAIL: STABILIZED CONSTRUCTION ENTRANCE O . � iD IG E REVISIONS APPROVED DATE REFERENCE DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT e APPROVALS CITY of ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W < CL S: D. CO. 0. M. N0. 0. C. 143 HAS BEEN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP ED DESTROYED. B.M. USED IS T.C. EROSION CONTROL PLAN FOR: P.C.R. 9"24'02 : HORIZONTAL I "= 10' DATE BY 0Y: 76 I — G E LEV. IS FROM S. D. CO. DWG. C.G.2384 a} NIA �;� � �; DATE: DATE: � R.C.F_ NO.: 32103 PARCEL I P. All o 16420 1 i L'�� 3 VERIFIED IN FIELD. VERTICAL — BY ATE ENG R 12 - 3.1 -44 ELEV. s 52.76 R.C.E. R.C.E. WORK PROJECT NO. 02 -1014 SHEET 4 OF 4 02 -1014