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2020-14767 G - LDEV-013107-2020 (Plans)RIGHT OF WAY NOTE EROSION CONTROL WORK TO BE DONE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOYCE RAFFO THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR AT 415-317-1367 24 HOURS A DAY. SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR STANDARD DRAWINGS: OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICA COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED STANDARD SPECIFICATIONS DRAINAGE NOTE BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. (2018 EDITION). DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC APPROVED DRAINAGE FACILITY. EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN ENGINEERING INSPECTOR. CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE EDITION). DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE UTILITY NOTE DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. STATE OF CALIFORNIA STANDARD SPECIFICATION S-DECEMBER 2015. (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY STANDARD DRAWINGS A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-DECEMBER 2015. GENERAL NOTES SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS WHICH MAY ARISE. DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE DESCRIPTION STD DWG SYMBOL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. INCORPORATED HEREON. EXIST. LOT BOUNDARY .......................................... 2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION UPDATE PREPARED BY IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT INSITU('1N PLACE"), OR 8 COAST GEOTECHNICAL DATED 07-17-2017, AND UPDATED 04-16-2020, PROJECT# W.O. P-669417 IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF . GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT EXIST. EDGE OF PAVEMENT .................................... SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN THE CONCLUSION OF EACH WORK DAY. EXIST. CONTOURS ................ 345�_-_ ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. MONITOR. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING EXIST. FENCE. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR STORMWATER POLLUTION CONTROL POST CONSTRUCTION DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. PROP. CONTOUR .................................................. 345 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. BM P f I M P NOTES c • SEE SHEET 3 PROP. PCC DRIVEWAY ........................................... N88° 55' 15"W 319.99' r 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT _ PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED NOTIFICATIONS - --- OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.---- ---- - -- PROP. CONCRETE ................................................. ��� 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE wI - THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE CONTRACTOR > PROPOSED 40 " OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A IrI DRIVEWAY PROP. 4 PVC DRAIN PIPE ..................................... 3 3 LICENSED LAND SURVEYOR. IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR p STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT C°PROP. 6" PVC LOW FLOW PIPE................................7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR YPROPOASEED PROPOSEDSHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: g ADU GRARAGE = PROP. AREA DRAIN.............................................SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. A. SEWERS - ESD - 811 B. GAS &ELECTRIC - SDGE - 811 PROP. NO. 2 BACKING RIP-RAP.8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN C. WATER - S.D.W.D. - 811 I PROPOSED o VA OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON D. TELEPHONE - SBC BELL - 811 RESIDENCE _ SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. E. CABLE TV - COX COMMUNICATIONS - 811 I Z PROP. 6" PVC DRAIN PIPE ..................................... 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK PROP. 4" PERFORATED PVC PIPE ............................. - - - - - • - - - ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, ON THIS PROJECT. PHONE: (760)-633-2770. N88° 56' 46"W 319.77' GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- KEY MAP 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION PROP. BIO-RETENTION BASIN .................................. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN AND REMOVAL. SCALE: 1" = 60' N THIS FOR THEOJECT THE PROPOSED HAULOPER SHALL ROU E.THESUBMIT DEVELOPOERAND SHHALLCEIVE COMPLLY WIOTHAALLROM THE CITY CCONDTONS AND SOILS SOILS ENGINEER'S CERTIFICATE LEGAL DESCRIPTION: 60 30 0 60 120 REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I, VITHAYA SINGHANET A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY PARCEL 1 PF PARCEL MAP 20136, IN THE CITY OF 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING ENCINITAS, COUNTY OF SAN DIEGO, STATE OF SCALE IN FEET AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER CALIFORNIA, ACCORDING TO MAP FILED IN THE SCALE: 1" = 60' APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE MY DIRECTION ON 07-17-17 AND FOR AN UPDATE ON 04-16-2020. ONE COMPLETE COPY OF THE OFFICE OF THE SAN DIEGO COUNTY RECORDER PROVIDED STATING: "THE GRADING UNDER PERMIT 14767-G HAS BEEN PERFORMED IN SUBSTANTIAL SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO NOVEMBER 7, 2006. CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND 1 PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE OWNERS CERTIFICATE OWNER & PERMITTEE. SANTA FE DR WHO CERTIFIES SUCH GRADING OPERATION. BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR OWN • JOY RAFFO 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL 104 AVENUE OWNER: CLAUDIO & MONIKA SITE DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SIGNED: QR°FESSi0N GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF CORTE ERA, CA 94925 COLMIGNOLI AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED BUR w q� THE SITE. 415- - 7 (C) 7189 LYNWOOD DRIVE AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING C.E.G. 2109 ��R F<< c�" ENCINITAS, CA 92024 o jraffo Cs�yahoo.com ENCINITAS, DR Ef OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS 2109 o WOOD�AKE I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR EXP. DATE: 5/31/22 CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, OR � THEIR INTENDED USE. CERTIFIED *s� ENGINEEGEOLOGRING AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF 5 WOODGRONE M 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE qT ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF APN: 260-213-18 DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID SIGNED: F of CA1-�E° DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED 70 DAMAGE TO ADJOINING PROPERTIES F FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR 1331 LAKE DRIVE CARDIFF DR MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT GE NO.: 782 OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, ENCINITAS, CA 92024 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. EXP. DATE: 12/31/20 QROFEssioNq OFFICIALS, OFFICERS, REPRESENTATIVES FOR ANY AND ALL WORK OR � CONSTRUCTION COVEREEDD IN THE PERMIT OR CONNECTED DIRECTLY OR SING 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN hie `�P�P Gy9� F� INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE JOB #: W.O. P-669417 PROPERTY OR PUBLIC EASEMENTS. 1 �� ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE z BIRMINGHAM DR N MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO COMPANY: COAST GEOTECHNICAL 782 -PS ' BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL ADDRESS: P.O. BOX 230163 U f VICINITY MAP GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN ENCINITAS, CA 92023Tq �FOrECHNi°P� �`P SIGNATURE: DATE: 10 09 20 5-5-21 COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PHONE: 858-755-8622 rF of CA`\CLAUDIO COLMIGNOLI DATE T.B. PG. 1167-F1 PETER P. MERING JOYCE K. R , PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. TRUSTE HE PETER P. MERINGOLO AND NO SCALE 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE STATEMENT OF ENGINEER OF WORK K. RAFFO FAMILY TRUST 5-5-21 AND UNIFORM CROSS TR SECTION. THE HEDSLOPES OR EXCAVATION TI BE BY ANDNA NEATA DEARTHWORK AND EMBANKMENTS LSHAPED, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL MONIKACOLMIGNOLI DATE RANCHO COASTAL ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5 H: 1 V EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ENGINEERING &SURVEYING OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE MAXIMUM VERTICAL DEPTH OF CUT = 4-FEET ORDINANCE. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY MAXIMUM VERTICAL DEPTH OF FILL = 4-FEET PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC SINGLE. SOURCE DEVELOP�'1ENT CONSULTANT 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF CUT = 860 C.Y. FILL = 560 C.Y. EXPORT = 300 C.Y. 310 VIA VERA CRUZ, #205 OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT SAN MARCOS, CA. 92078 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF REMEDIAL = 200 C.Y. Disturbed Area: 0.80 acres (760) 510-3152 Ph / (760) 510-3153 Fax APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR IMPERVIOUS AREA SHEET INDEX BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 390 SQFT BMP PROJECT STATUS 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH SHEET 1 COVER SHEET 6 AGENCY AND EMPL ENT D ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. IMPERVIOUS AREA AFTER CONSTRUCTION: ,156 SOFT MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR INCREASE IN IMPERVIOUS AREA: ,766 SOFT SHEET 2 GRADING PLAN WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR IMPERVIOUS AREA REPLACED: 0 SOFT SHEET 3 EROSION CONTROL PLAN & NOTES STANDARD PROJECT DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA SIGNATURE: DATE: 10/09/20 (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY DOUGLAS E. LOGAN PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED LI BE REMOVED, IT MUST ADDRESS: Y: RAN 10 COASTAL ENGINEERING &SURVEYING INC. o QRaFEssioN9` PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT ADDRESS: 310 VIA VERA CRUZ, 205 ��" �Ps E. < �` MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. # JG o� 2� PHONE NUMBER: 760-510-3152 31 12//2021 0 m 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED RCE EXPIRES: C 39726 A GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT TO TEMPORARILY HALT GROUND- iD/2rv/2D2D C) DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF s P In. -0. November 6 2020 SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES TgTF OF'V�� ��`'\ AiCRG1a fa/ 111061ZOZO cAQ\SIG DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIIGLED BY: DRAAWN JL BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. 0 DEL CHANGE OWNERSHIP yaq 5115/202/ DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC INT. DATE P N PR ARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING & DRAINAGE PLAN FOR: LOCATION: NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH PUBLIC WORKS DATE: 10/09/20 SIDE OF SANTA FE DR. WEST OF INTERSTATE HWY 5 AT t:dward1 j. WiNVLYi�LPX JOYCE RAFFO RESIDENCE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL DOUGLAS E. LOGAN DATE PLANNING StPNPiNo�%t1A.� 14767- R.C.E. N0. 39726 STEVE NOWAK EDWARD J. WIMMER 1331 LAKE DRIVE, ENCINITAS, CA 92024 LDEV-013107-2020 RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK I REVIEWER ENGINEER 11/9/2020 11/9/2020 CASE NO. 17-193 CDP APN: 260-213-18 ELEVATION: 173.38' DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR DOUGLAS E. LOGAN EXP. 12-31-21 DATE DATE SHEET 1 OF 3 14 IMIll Do n� Cn _w � U - cl� _LjU _Lj� O -LjJ J Q <:�i nw D� �Ln L O Ln _Lj � O no _Ljz _Lj w ?z :5O z _ LJ (Z R: \Projects\7625 Raffo\7625GP01 .cwg 10/9/2020 10: 52 OM Dn \FOUND 3/4" I.P. \ ®� \ PER PM 20136 \ o _ RIM=337.89 — -- IE=330.49 5% S \ L S \— --- 2" PVC ATE SERVSCE LINE D cn ,�pQ/ min cn V) APN: 260-213-15 (E) 8" PUBLIC SEWER MAIN PER SDRSD S-4 N88' 55' 15"W 319.99' \ 8 S S W W — EXISTING WATER � ° � � 340, — — _ — —1 � LATERAL METER TO BE \ / E — PROTECTED 1 PLACE. METER FO \� I �G ADU 1329 AKE DR. ° I �pQ I PAD=342.0 1 I ` FF=343.0 G 340.8 IF rp I (E) CHITALPA TREES TO BE PROTECTED IN I \ I PLACE 60 (CITY STREET) I 30' %(E) SCADA\ PO E FYSB a o A E) SDG&E I �I TRi N 1FORMEiR 0 N 00 1 cDn(LIMITS OF \ GRADING 1 I I cA i 41 N :a 4'd W O Ld �\ - � \ J` z 11 1 1 < (E) WATER i\ METE�TO I 13 LAKE DR\ a:, I I Q > 10 I I _a_ l N I 12 I IW 5� I III/ I 3/4" I.P. PER PM 20136 00 4:1 FIL SLOPE ( 9 6" PVC DRAIN PIPE TO CONNECT INTO INLET OF (E) CURB OUTLET SURVEY NOTE: ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED —IN —PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. ADJACENT PROPERTY 345.3' IE 4 (TYP.) ADU' GARAGE s I PAD=342.0 \ FF=343.0 I � �I �p`'� M' 3:1 FI LL 00 5 ^ �5p�' I1 SLOP \ PAD=346.5 \ IM \ 3:1 FILL SLOPE 3:1 CUT \ I SLOPE I C FI (TYP.) 5 �> ,J N88° 56' 46"W 319.77' APN: 260-213-14 UTILITIES NOTE: EXISTING WATER MAIN, WATER SERVICE LINE, SEWER MAIN, AND HP GAS LINE ARE SHOWN PER CITY OF ENCINITAS DRAWING NO. 177—G. PROJECT PROPERTY EXISTING 12' PRIVATE EXISTING 12' PRIVATE ROAD & UTILITIES ESMT. ROAD & UTILITIES ESMT. EXISTING 8' PRIVATE ROAD & UTILITIES ESMT. 24' EXISTING AC DRIVEWAY EXISTING GRADE TYPICAL SECTION —PRIVATE ROAD EASEMENT NOT —TO —SCALE 5' EXISTING DRAINAGE EASEMENT 5' EXISTING LANDSCAPE/STORM WATER —FILTRATION STRIP (E) 6" PRIVATE SEWER MAIN PER SDRSD S-4 n — S 3 9p 3 S TRENCHAIN — — — _ W— C d 8 2 a O . fo ° F a a ( 4 d a 534V'$ 1 d V / \25 YE / —0E I I �4B*B T El344 347.8 1El(TYP.) 4 I PROPOSED \ S.F.R. PAD=349.0 I (TYP.) 5 rFF=350.0 1 348.$ �G 1 34-7 09 F i I F C I I I oI P/, I I M /4 C. / 40 co j L— -- 7 MITS 0 GRADING ADING EASEMENT NOTES FOUND 3/4" I.P. PER PM 20136 1 1 I Ln S S I-I'x12' PROPOSED CONSTRUCTIO TRAILER TO SIT ON EXISTING I CONCRETE PAD. CONCRETE PAD TO BE DEMOLISHED AFTER MAIN J HOUSE IS BUILT. MIRADRAIN 6000 OR EQUIVALENT BACK x DRAINAGE BEHIND KEYSTONE WALL II III NOTE: 00 CONTRACTOR SHALL NOTIFY ENGINEER OF WORK AND GEOTECHNICAL ENGINEER IF SEEPAGE IS Ld ENCOUNTERED IN THE CUT SLOPE. 0 0 APN: 260-213-19 Z < 3 f (4 MAX.) RETAINING WALL PER SDRSD "C-4". LIMITS OF GRADING 3:1 CUT SLOPE MIRADRAIN 6000 OR EQUIVALENT BACK DRAINAGE BEHIND RETAINING WALL, SEE DETAIL THIS SHEET OA EXISTING 30' EASEMENT FOR PUBLIC ROAD PURPOSES PER DOCUMENT RECORDED APRIL 11, 1951 AS BOOK 4049, PAGE 201 OF OFFICIAL RECORDS. © EXISTING 12' PRIVATE ROAD AND PUBLIC UTILITIES EASEMENT PER DOCUMENT NO. 77-021901 RECORDED JANUARY 19, 1977 AND GRANT DEED RECORDED JUNE 02, 1998 AS DOCUMENT NO. 1998-0328292, TO BE GRANTED TO THE FUTURE OWNERS OF THE PARCELS CREATED BY THIS MINOR SUBDIVISION UPON SALE OF EITHER PARCEL 1 OR PARCEL 2. © EXISTING 8' PRIVATE ROAD AND PUBLIC UTILITIES EASEMENT PER DOCUMENT NO. 77-021901 RECORDED JANUARY 19, 1977 FOR SOLID 6" DI THE BENEFIT OF THE ADJACENT NORTHERLY PROPERTIES OVER TO OUTLET PORTIONS OF PARCELS 1 AND 2 AS SHOWN. CURT OD 12' PRIVATE ROAD AND PUBLIC UTILITIES EASEMENT OVER PARCEL 1 FOR THE BENEFIT OF PARCEL 2 TO BE GRANTED AND/OR RESERVED UPON THE SALE OF EITHER PARCEL CREATED BY THIS MINOR SUBDIVISION. OE 5' PRIVATE DRAINAGE EASEMENT OVER PARCEL 1 FOR THE BENEFIT OF PARCEL 2 TO BE GRANTED AND/OR RESERVED UPON THE SALE OF EITHER PARCEL CREATED BY THIS MINOR SUBDIVISION I.P. PER '0136 213-13 WORK TO BE DONE: 0 q 56' WIDE DRIVEWAY OPENING. O P.C.C. DRIVEWAY. 2' MIN. COMPACTED FILL O36" PVC LOW FLOW PIPE, ENCASE IN CONCRETE. i O4 6" AREA DRAINS. i O5 4" PVC DRAIN PIPE @ 0.75% MIN. GEO-SYNTHETIC DRAINAGE PANELS MIRADRAIN 6000 O6 3'x3' NO. 2 BACKING RIP -RAP. OR EQUAL i 7O BIORETENTION BASIN PER DETAIL THIS SHEET, WATERPROOFING MEMBRANE AREA=286 S.F., F.S.=340.16 BEHIND RETAINING WALL 8O RESTORE DRAINAGE SWALE TO ORIGINAL CONDITIONS. PARA SEAL O9 EXISTING EARTHEN DITCH TO BE RESTORED TO EXISTING WATER STOP CONDITIONS. �-1-1� 10 THE CORRESPONDING D-25 SIDEWALK UNDERDRAIN SHALL BE CLEANED OUT TO ENSURE IT FREELY DRAINS. a FOOTING SCHEDULE 40 PVC PIPE 11 EXISTING DRIVEWAY APRON TO BE REMOVED & REPLACED SCHEDULE 40 PVC PERFORATED LEADING TO DRAIN SLOPED AREA DRAIN WITH STANDARD CURB, GUTTER, AND SIDEWALK. PER PIPE SOLID DRAIN SYSTEM ON PAD S.D.R.S.D. G-2 & G-7. CONNECTED TO AREA DRAIN SYSTEM ON PAD 0 6" PVC DRAIN PIPE @ 1.0% MIN. RETAINING WALL DRAINAGE DETAIL 13 GRAVELONE DDRI , PROVIDE REINFORCEMENT LIKE TURFSTR. OR SI NOT —TO —SCALE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL NO. 2 BACKING RIP —RAP 4" DRAIN PIPE IMPERVIOUS — LINER INFILTRATION NOTE: IF BASIN DOES NOT DRAIN WITHIN 48 HOURS THE ENGINEER OF WORK AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED. RISER BOX DETAIL NOT TO SCALE 12" MIN. ** SEE NOTE BELOW 14 4" PERFORATED PVC PIPE. 15 12" RISER BOX PER DETAIL THIS SHEET. 2"-3" SHREDDED MULCH RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 4" FROM THE 30" MAX. — SURROUNDING GRADE RISER BOX F.S.=340.16 —12" 8 PVC� PIPE RISER KEYSTONE WALL OR EQUAL OR SLOPE f--18" MIN. ENGINEERED SOIL, *SEE NOTE BELOW -2-3" OF 3/8" GRAVEL 3/4" CRUSHED ROCK ��i�/;ii - "''���/��/��\�� MVIOUS LINER TIE 4" PERFORATED PVC TIE 6" DRAIN PIPE & 4" PERFORATED PIPE INTO RISER OUTLET TO EXISTING PVC PIPE CURB OUTLET *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, AND 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BIO RETENTION BASIN DETAIL NOT TO SCALE I' BIORETENTION CALC'S 0.04 x 7,156 = 286 S.F. 4" PERF. UNDERDRAIN PIPE IT O Q�pFESS/OV q �Q�' z C 39726 zr tr sT civic �P qTf OF CAS-0��� N 20 10 0 20 40 mmmomi SCALE IN FEET SCALE: 1 " = 20' RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGJNEED BY: DRAW BY: CHECDDEL BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC LOCATION: NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DR. WEST OF INTERSTATE HWY 5 AT INT. DATE P NS PR ARED UNDER SUPERVISION OF DATE: 10 09 20 R.C.E. N0. 39726 ENGINEER DOUGLAS E. LOGAN EXP. 12-31-21 RECOMMENDED: APPROVED: StPNPrNOW�i Eawa.v'd j. WLdNLWi,P�V' STEVE NOWAK E WARD J020MER I1/9/2020 DATE DATE GRADING & DRAINAGE PLAN FOR: JOYCE RAFFO RESIDENCE 1331 LAKE DRIVE, ENCINITAS, CA 92024 CASE NO. 17-193 CDP APN: 260-213-18 14767- LDEV0131072020 I PUBLIC WORKS DOUGLAS E. LOGAN DATE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 173.38' DATUM: NAVD88 PLANNING REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 2 OF 3 2f > n0 U Cn W �� rca) LjO -Li71 O D p -J J �Q <:2 n W N DIn 7 < O rIn it � O �O no �z j W �_ z :5O 1J O_ R:\Projects\7625 - Raffo\7625-GP02.dwg 10/9/2020 10: 37 AM STORMWATER POLLUTION CONTROL BMP NOTES 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 3" CRUSHED ROCK 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. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN 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. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. • NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON —RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. • 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 AWAY FROM CONSTRUCTION SITE • FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. SAN DIEGUITO WATER DISTRICT NOTES I v) 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL 5. UTILITIES TO MAINTAIN MINIMUM 5—FOOT SEPARATION BE CONSTRUCTED ACCORDING TO THE STANDARD WHEN PARALLELING WATER SERVICES. SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 6. MINIMUM HORIZONTAL SEPARATION OF 10—FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT GAS AND ELECTRIC VAULTS. DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF OR NON—EXISTENCE OF, ANY UNDERGROUND UTILITY, DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS METERS MUST BE IN FRONT OF THE PARCEL THEY ARE PROJECT. SERVING. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL 8• CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR REQUIRING THAT NO —LEAD BRASS BE USED IN THE PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL CONSTRUCTION OR REPAIR OF ALL POTABLE WATER EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS TO BE NO —LEAD BRASS PARTS. UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WC-18. WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC SILT FENCE DETAIL NOT TO SCALE 20'MIN. E DESILTING BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THIS SILT SHALL BE COMPLETELY REMOVED, BOTTOM SCARIFIED IF NECESSARY AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. 3 BAGS HIGH (MAX.) 2 BAGS HIGH (MIN.) NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. PUBLIC RIGHT—OF—WAY GRAVEL BAG CHECK DAM NOT TO SCALE EXISTING 1-1 /2" PUBLIC GROUND CRUSHED RIGHT—OF—WAY ROCK ita .. mi. PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT—OF—WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 30 15 0 30 60 SCALE IN FEET SCALE: 1" = 30' LEGEND PROPERTY BOUNDARY CONSTRUCTION ENTRANCE GRAVEL BAGS SILT FENCE HYDROSEED SLOPES %pFEE. �0. q E. z C 39726 YY l9TF 0 j � I OF cm-0 CE RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS D BY: DES IGNEAJL DRAAJL BY: CHECEEDBY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC LOCATION: NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DR. WEST OF INTERSTATE HWY 5 AT INT. DATE ZPNS ZPRARED UNDER SUPERVISION OF DATE: 10 09 20 R.C.E. N0. 39726 ENGINEER DOUGLAS E. LOGAN EXP. 12-31-21 I RECOMMENDED: APPROVED: TEVE NOWAK� i Eawa.v�d j. W LdNLWi,P�V' STEVE NOWAK E111912020MER 111912020 DATE DATE EROSION CONTROL PLAN FOR: J OYC E RA F FO RESIDENCE 1331 LAKE DRIVE, ENCINITAS, CA 92024 CASE N0. 17-193 CDP APN: 260-213-18 14767- LDEV-013107-2020 PUBLIC WORKS DOUGLAS E. LOGAN DATE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 173.38' DATUM: NAVD88 PLANNING REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 3 OF 3 5 i O nv W r� _LjO p -J J �Q nw D N - L ro 7 � O rLn ,t � O �O no �z _Lj w z: z :5O R: \Projects\7625 — Raffo\7625—GP03.dwg 10/9/2020 10: 52 AM