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2010-10474 G (Plans) RIGH F iAY NOTE EROSION CONTROL OWNERS WORK TO BE DONE NAME: ASHTON & GINA TAYLOR IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO OWNI IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ASHTON TAYLOR AT (760) 753-4634. 24 HOURS A DAY. ADDRESS: 2827 CEBU PL COUNTY DEPARTMENT OF PUBUC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION THE JBIL I', RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. CARLSBAD, CA 92009 STREETS AND STANDARDS REFERENCE DRAWINGS. IT IS E RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. Z EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON PHONE: (858) 361-8437 (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT S.D.C. = SAN DIEGO COUNTY DRAII I III I 46TE LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. NAME: PALMER & SUSAN TAYLOR L.W.D. = LEUCADIA WASTEWATER DISTRICT ADDRESS. 1408 VIA ALTA S.D.P. = SAN DIEGO PRECAST NO NCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. DEL MAR, CA 92014 S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS STRI. TUl FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. PHONE: (858) 755-7494 S.D.W.D. = SAN DIEGUITO WATER DISTRICT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY W.A.S.C. = WATER AGENCY STANDARD COMMITTEE UTILI N E ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. SITE ADDRESS SYMBOL QUANTITY 1570 Y2 CAUDOR STREET DESCRIPTION ALL LI ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE LEUCADIA, CA, 92024 O BROW DITCH PER SDRSD D-75 105 LF TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. APN: 254163-45 GEN L OTES O RIPRAP ENERGY DISSIPATOR PER SDRSD D-40 ® 4 EA 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO WATER: SAN DIEGUITO WATER DISTRICT . 1. A W RK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. FIRE: ENCINITAS FIRE PROTECTION DISTRICT O3 ADD 24" PVC TO EXTEND EX PIPE TO HEADWALL =____= 4 LF CON U TION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEWER: LEUCADIA WASTEWATER DISTRICT ® 6" PVC TO DRAIN INTO BIORETENTION STRUCTURE _____= 43 LF STAIN AR DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. LEGAL DESCRIPTION REQ ST I OR INSPECTION. THAT PORTION OF LOT 32 OF CREST ACRES, IN THE CITY OF ENCINITAS, O STRAIGHT HEADWALL PER SDRSD D-30 - - - 1 EA 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP 2. Si LS REPORT TITLED: PREUMINARY GEOTECHNICAL INVESTIGATION PROPOSED SINGLE FAMILY RESIDENCE PORTION OF LOT EACH WORK DAY. © VEGETATED SWALE. SEE SHEET 4 FOR DETAIL 1 32 D , MAP NO. 2019, PREPARED BY COASTAL GEOTECHNICAL DATED JULY 27, 2009. AND SUPPLEMENTAL THEREOF N0. 2019 FILED IN THE OFFICE OF THE COUNTY RECORDER OF 340 SF D REC M DATIONS DATED AUGUST 3. 2009 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) SAN DIEGO COUNTY, MAY 3, 1927. O RETAINING WALL PER SDRSD C-2 - MASONRY - - - 518 SF DON IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECFICATIONS CONTAINED IN SAID REPORT. DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH OWNER'S CERTIFICATE RAINFALL. 1 Y, PVC SEWER FORCE LATERAL - S - 380 LF' 3. PA ATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST REQ I E IN CONJUNCTION WITH IMPROVEMENT PLANS. O 4' PVC SEWER - GRAVITY S - 47 LF STORMINATER POLLUTION CONTROL POST CONSTRUCTION SMPAMP NOTES HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING / l A .Q -F2V LLB p '5 _Gi 4. PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ACTIVITY AND ADVISE ON THE COMPACTION AND STABIUTY OF THE SITE. 10 b Q Z.1EA GRA Ni 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS 11 SEWER LATERAL - CONNECT TO MAIN PER LOUD S-17 f�S - S - �4�EA SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO SIGNATURE• DATE - 5. C TR' CTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING THE PUBLIC STORM DRAIN SYSTEM. 9 J ao io 12 3/4" DUAL WATER METER - DOMESTIC AND FIRE W - 1 EA OPE TIQ S. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION ASH D. TAYLOR EXIS 14G PRICIR TO GRADING. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PROTECT POWER POLE IN PLACE W 1 EA PERMIT FROM THE CITY. 6. VELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL SIGNATURE• DATE ° d d 1$ AC PAVEMENT a AC OVER 6' CLASS II BASE s i"-: � 8,814 SF BE -E ABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED R. TAYLOR SUR YO . AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE Q 15 DRIVEWAY TRENCH DRAIN (12" WIDE) 1 EA 7. d TRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. �glq�RE. 16 TRENCHLESS 12" PVC =___= 31 LF RES NSW, LE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE P W. A 17 RIPRAP TO BE HAND CARRIED TO OUTLET PIPE 8. DL,IG AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 02010 18 BIORETENTION STRUCTURE. SEE SHEET 4 FOR DETAIL 1 EA CON C D BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOUDAYS. SfGNATUR DATE i 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SUSAN S. TAYLOR 19 SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. REMOVE EXISTING HANDRAIL -- 16 LF 9. GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE SHEET INDEX �I/� IJ M� 90 LF " AC BERM PER SDRSD G-5 TYPE A FOL WIN, PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE �/t 7 20 6. ALL STORMWAIER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE 6 PRE ON TRUCTION MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) CITY � �T5 21 EXTEND FENCE ALONG ACCESS EASEMENT 70 LF 633 ?77(. 1 - TITLE SHEET (1 OF 12) �4 C7 O 10. IOR; TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE 2 - NOTES 2 OF 12) p` 14T 22 ROC K-LINED SWALE. SEE SHEET 4 FOR DETAIL 1,168 SF DE OPE SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 3 - GRADING PLAN DE AI 12) '(O DE 0 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 4 - SECTIONS AND DETAILS ( 4 OF 12) 'Q� ( 23 INSTALL NEW HANDRAIL -❑ ❑ 20 LF HAU G';! PERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL Bt FITTED TO COMPLY PITH STORM WATER BEST MANAGEMENT 5 - IMPROVEMENT PLAN (5 OF 12) �� ,,rr,,��PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT 511E ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERid 6 - EROSION CONTROL PLAN (6 OF 12) 26 INSTALL TEMPORARY ORANGE CONSTRUCTION FENCING o-�-- 920 LF 11. ON! FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY UQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY L NA DSCAPE CASE NO. 08-088 DR jCDP APPROVED AS PER RESOLUTION 2009-32. FIN R EASE OF SECURITY, AN "AS GRADED CERTIFICATION' SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW 7 - SITE PLAN (L-7)NO. 1 74-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 8 - IRRIGATION PLAN (L-8) REFERENCED DRAWINGS THE 1T HED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON g _ DETAILS (L-9) SEWER LINES --- LCWD PLAN AND PROFILE OF SEWERS IN CAUDOR AVE., SHEET 6, DATED APRIL 3, 1968 WH E RES SUCH GRADING OPERATION. FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A 10 - PLANTING SPECIFICATIONS (L-10)12. L RIDING SHALL BE INSPECTED AND lES1ED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 11 - IRRIGATION SPECIFICATIONS -10) CA'PSTORMDRNN --- CITY OF ENCINITAS ENGINEERING DEPT. PLAN OF STREET IMPROVEMENTS IN CAUDOR AVE. DRAWING NO. INS CT'!AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKRLLS AND COMPACTION OF TRENCHES. HE SOILS ENGINEER•SCERTIFICATE 12 - IRRIGATION SPECIFICATIONS CONT. (L-12) 015-SI, SHEET 15, DATED APRIL 7, 1992 SHA S'BMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION VIA, a SInsM„6� OF A G OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 1, MARK R A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF GE0T6CHAlIGAL Goa►MCNTt PROPOSED IMPERVIOUS SURFACE THA IN ' IS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE IMPERVIOUS SURFACE NOT INCLUDING PROPOSED BUILDING FOOTPRINT = 4,913 SF /. pRoPosso GRAO\N6 SNO4L0 6E OAt6Ar6o RNP T6sTEO aY A 13. CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT WAS MADE BY ME OR UNDER MY DIRECTION ON JULY 27, 2009. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM LEGEND THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE Rr&CemfAQ#jb Tj C F 7H6 Ill MIL HN�GAL EN4iTNAT AODIt�ONAL PO N F WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT REC6nnMnwD/1TWArC MAY bb r/EGES�APY Ar THAT T�M4:• NEW ROW THE ITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. Cvrmi PIaN Qov,ew/dwomnse. comccrns PROPERTY UNE ° PER N T DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. � �� � �� �1 � dciii OeC•7�LOlo > SvPplcMS�4yf Pse«rn,ewde�r,6� SIGNED- IGlat'el X.udAt..ul d.+cd p.,,'. 3.Z6oq 2. p&jLCH60 6RouwovI/i CONC\T\oN S W it �6sca1%Gb W TW6 PROPERTY LINE R 14. AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD p$tSUjAIW^I y GGor66141p b K6reRr. CENTER UNE SP FIC' TION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE RCE NO.: GE 7 A2 CEG 2109 SU C UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 3. PILbi 0 SWALB.s AND ptoR6TiwtioW 3ASIN= S NottO 66 1w6D EXIST. CONTOUR 1�3oo_ NAT JRAI' GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM EXP. DATE;MnOl !l s-31-t2 ►,KITH Aw IMPSIVACg16LS 4A1k1tttil sucW ATHPP4, PVC, frd" OF RCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN 2 p1tooi OR E42161✓A"Ii r0 IRs,vep/r wFiLroAroA1 Fm EXISTING WATER UNE W STR T ACCORDANCE WITH SPECIFICATIONS. JOB 1 W.O. P-565049 SPVOIESel IMp►OTWG PAV4NIGNT' 9E1 R6P0 SrIiiml AAl oeQ�s E�oN9 EXISTING SEWER UNE s VOUNoAT1oNS. 574SoF.1 f ALONG THE SASS of fwAii SI•Iok%LD - 15. U AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS COMPANY: COASTAL QEOTECHNICAL ALSO U C.00sisell ®OJw p 0 EXISTING PAVING SE ON THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ADDRESS: 779 ACADEMY DRIVE 11 ' -I c� G,3s7ze 2 m EN EE, OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED CITY/STATE: SOLANA BEACH. CA a7frMF l'( b� �1((aR , Qfj'il/J( �A4EW �'.©,�A{� •12.39-11 OR C VARON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE * SIGN TO N TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PHONE: (858755-8622 r` s l�UrlvER3►rIdD �IG,R•"K� 'i'ilAsl'� WU(ZFt ��0 �4 7(•li; TgrF e/v>L oQ�`P STREET LIGHT s.t- 16. AL TREES, BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED PILED OR OTHERWISE DISPOSED OF Er1/,R 1'I� �^A ����G1olt �Ar FI17 �i � °F CALF STATEMENT OFENOINEEROFWORK FIRE HYDRANT F.H. OF SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED (inTZ41'- w5le,81 �G1Z� .0 �� e>� -�(� �1 1zs 'ft�AOE D2 F,3SfcW 5>�GR APF E AR CE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY K� Aim tat w.���� � ���e0 EN EE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE 1 �;'� / Iz- IMPERVIOUS AREA PRIOR TO CONSTRUCTION 0 SQFT WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, � CW g IMPERVIOUS AREA AFTER CONSTRUCTION: 8.300 SQFT 17. TH REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S URBAN FOREST MANAGEMENT PROGRAM. TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW V 1 i`^"r " F� Q TR GATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR "THIN CITY EASEMENTS ARE REFERRED TO AS CITY �. lC. l ti All �,p� �"(f) INCREASE IN IMPERVIOUS AREA: 8.300 SOFT CJ Z��L PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS ,�MLd ,y�C� (S 'ap R 6� -p�V(a(.r�s G A _ 'TR D SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE NO GRADING, it '- • LO it NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND 1 dfL (,F1 IMPERVIOUS AREA REPLACED 4 1 SQFT EX VA N, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP UNE AREA {THE AREA IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 'Ia:CFId1 d� .� �p FR TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND IT POPa /�1 ��� S�R�L1'/ CE✓ 7 672 2 NO LE RLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFUCT EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGUGENT ACTS, ERRORS, OR ISSIONS OF 1,'Ofl- 'P 6fL � dF (MPn-' �L- BD e ,'r t'O n „ /'� � G f Z _/�� �7 VA A TTY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY �Gn• p � � �5 d fF^tF1 LTV Cs NO I A IONS EMPLOYMENT AND OUT OF THE WORK PERFORMED BY THE ENGINEER. hLC,lf! W5 bi*il ��i 6 M i �`"T1 BM P PROJECT STATUS > ss, a e� '�io�1Lr� 1��,�-1 PA", �G � ! bps 5.12aU Flo �c uf� 'R�, �ze� S o�- Q.xLSSro•�5 of T � r 1. E ISTENCE AND LOCATION OF UNDERGROUND UTIUTY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED SIGNATURE DAIS Z -�6 -(D `� V / l:G 1T (� Wt1H(A U ' YYIOL��t1S `�'1 1 PRIORITY STORMWAIER TREATMENT FACILITIES TO BE MAINTAINED BY I�1 ON E RPLANS, HOWEVER: 1HEOCONIRACTOR ISEREOUIREDR ONTAKEEDUE PRECAUTIONARY MEASURES TO PROIECTTANY EXISTING AVID V. CARON y�e 'p ISr� � �U !-�1 r''1 -0 �° °"r � �� 1 6b 516 _3j ( S�j HOMEOWNER IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE p ki C3 z STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES UTI I E OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONS1131UTY TO CONTACT THE FOLLOWING COMPANY: CONSTRUCTION. TESTING & ENGINEERING `� No.0070066 0 R OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RECORDED ON &A uC, a Cb A NO IC ON OF COMMENCEMENT OF WORK: ADDRESS: 1441 MONTIEL ROAD, SUITE 115 EXPcivo-/12 s CONSTRUCTION TESTING & ENGINEERING INC. { CITY/STATE: ESCONDIDO. CA 92026 `IPA C!v t L nat _ t A A 1 .t�„r 'I Fi ' AS DOG. �j: v I CFCs SOS Ali SEWERS - LWD - (760)-753-0155 PHONE NUMBER: (760) 746-4955 gOFCAUF �l]G +;.IAGAa PLANNINS = BIV4L ENGINEERING - LAND SURVEYING - OEOTECHNICAL B' GAS & ELECTRIC - SDGE - (760)-438-6200P '% ( 14411wID11•TIEL RQ;�D;?SUITE 115 ESCONDIDO CA, 92026, PH:(760) 746.4955 Ci WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 RCE EXPIRES: 09-30-10 DI TELEPHONE - SBC BELL - (760)-489-3411 EaRTHwo a LEUCADIA WASTEWATER DIST. PUBLIC WORKS PLANNING AND BUILDING x' PARK4`ANb RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT E CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 4 �G 2. N ACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. MAXIMUM VERTICAL DEPTH OF FILL = 4 � �s�y'ZS/3/J/2 PH E: 760)-633-2770. �k1 T-2.. F - f•neec- / CUT = 788 C.Y. FILL = 348 C.Y. 3. E ONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 760 - 633-2770. ALL WORK EXPORT = 440 C.Y. 12-12-///o !2r/2� �/ ���1-(� I/y II / L;[! /y-// _ Ail Avery 11g 11) PE OR ED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ) REMEDIAL = �_ C.Y. S1�visov��1� SION DATE SIGN ATE A SIGN DAIS SIGN DATE _® PP,soWi vAao IF,o,¢ Two YE�4r s CH GE' 0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL D 11411111 RAM BY: C I IA BY: ENGINEERING DEPARTMEN APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. r r PLANS PARED UNDER SUPERVISION OF RECOMMENDED: AP GRADING PLAN FOR: O DESCRIPTION: 2" IRON PIPE STAMPED RCE 29577 1520 CAUDOR STREET LW17 L 7 / 1p = ^/(^I, DATE: /Z -l6 '!0 I?F1f✓ � Q 3 LOCATION: NORTHEAST END OF ARBOR CT. HORIZONTAL: � MASIH MAHER. ' PETER COTA-ROBLES, � ASHTON