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2016-12729 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 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. THE SOILS REPORT TITLED REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION PREPARED BY GEOTECHNICAL EXPLORATION. INC. DATED 04 -21 -2015 PROJECT# 15 -10698 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. ALSO REFER TO GRADING PLAN & SHORING PLAN REVIEW LETTER DATED 01 -21 -2016. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. 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. 6. 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. 7. 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. 8. 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. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 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. 10. 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. 11. 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 12729 -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. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN3HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. 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 12 INCHES 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. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION 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 1 ?� ACCORDANCE WITH THE GRADING ORDINANCE. 16. 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. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR 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 DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB BOOKER AT (760) 525 -8242 , 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 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 ESD - 811 B. GAS & ELECTRIC - SDGE - 811 C. WATER - S.D.W.D. - 811 D. TELEPHONE - SBC BELL - 811 E. CABLE TV - COX COMMUNICATIONS - 811 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 SUBJECT TO REJECTION AND REMOVAL. SOILS ENGINEER'S NATURAL CERTIFICATE ON -SITE = 6 H: 1 V MAXIMUM I, JAIME A. CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE S01 C NDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON � 2,1 Is AND FOR AN UPDATE ON 'F/ 2// I S . ONE COMPLETE COPY OF THE7 SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PRO CT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: C.Y. RICE NO.: 34422 161E ZOO 7 oQEtOFESS /ONE` A 9� ac117 CeR'F'p �2p EXP. DATE: s - JOB #: 15 -10698 Z �xstrp, COMPANY: GEOTECHNICAL EXPLORATION INC. 1p Civil- e ADDRESS: 7420 TRADE STREET OF CAQ' SAN DIEGO, CA 92121 Un PHONE: 858 - 549 -7222 STATEMENT OF ENGINEER OF WORK 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, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC SITE 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 ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISIN SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR` EMPLOYEES ACTING WITHIN THE COURSE AND_ SCOPE OF SUCH AGENCY AND EMPLOYM T AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. / SIGNATURE: z DATE: 57�446 E. LOGAN COMPANY ADDRESS: 310 S. TWIN OAKS VALLEY RD. #107 -297 PHONE NUMBER: 760 - 510 -3152 y RCE EXPIRES: 12/31/2017 wl pF tJS /ON,y� 9Z C 39726 z OF CAL If *1 OWNER & PERMITTEE: PETER & LAURA LEDDY TRUST 3376 CALLE TRES VISTAS ENCINITAS, CA 92024 SITE LOCATION: APN: 258 - 151 -14 405 -407 W. E STREET ENCINITAS, CA 92024 LEGAL DESCRIPTION: LOT 1 OF BLOCK 40 OF ENCINITAS, PER MAP NO. 148. 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. I SIGNATURE: SIGNATU r' r DATE: TE: STEEPEST EXISTING NATURAL SLOPE ON -SITE = 6 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 18 -FEET MAXIMUM VERTICAL DEPTH OF FILL = 2 -FEET CUT = 1.200 C.Y. FILL = 200 C.Y. EXPORT = 1.000 C.Y. 0_ REMEDIAL = 1.650 C.Y. ( 1.000 REMOVAL AND RECOMPACTION UNDER AND 650 OUTSIDE OF BUILDING AREAS) IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: _ 4.222 SQFT INCREASE IN IMPERVIOUS AREA: 4.222 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT VICINITY MAP T.B. PG. 1147 -137 I� �I I N ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax i FIELD OPERATIONS WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY. . . . . . .. ............ EXIST. FENCE LINE ............... ............................... _ _.__._.. EXIST. CONTOURS ................ ............................... --- --90 � EXIST. RETAINING WALL . ............ ....... ........ ......... 1 ®. PROP. BUILDING STEM WALL. PROP. RETAINING WALL ..... ... ............................... PROP. P.C.C. PAVEMENT ......... ............................... ( D o n PROP. CONTOURS. . . . .. . . . - . . . �90� PROP. SPOT ELEVATIONS ....... ............................... 3B ,B0 PROP. 6" SQ. AREA DRAIN W/ 4" PVC SYSTEM .......... PROP. FREE STANDING MASONRY WALL .................... PROP. ARCH. SITE WALL/ FENCE .............................. X PROP. SHORING. ........................ STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED E3 WITHOUT A PERMIT FROM THE CITY. U z_ 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. U z_ 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN w IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 0_ ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM O SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE U DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ;d AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER Un IN AND OUT. THE 'ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT U U DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED z THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE LLI CD LLJ BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. z d SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 EROSION CONTROL PLAN & NOTES PLANNING AND BUILDING PARKS & RECREATION SIGN DATE 0 0 BMP PROJECT STATUS LiJ J J Q Q � ~ W Un Q STANDARD PROJECT o� O N SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT z ro QO Ln .60 lb -711 1� •�__d 9 s�s'�6 . �0 s`6It& � CD SIG DATE SIGN DATE SIGN DATE SIGN DATE Q SIGNATURE TO EXPIRE 2 YEARS AFTER DATE SIGNED CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DES BY DR W BY: cHECDEL BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT U met f 16 DESCRIPTION: 2' SD. Co. ENG. DEPT. BRASS DISC PAN PREPARED ' UNDER SUPERVISION OF RECOMMENDED: , 0 APPROVE GRADING & DRAINAGE PLAN FOR: ��• IN TOP OF CURB. y ' L, 1 LOCATION: EAST ID OF V AN AVF- 00' NORTH HORIZONTAL: N A i / DATE: M 405 -407 W. E STREET, ENCINITAS, CA 92024 OF E STREET, VERTICAL: N/A r - - -_ R.C.E. N0. 39726 MASH MAHER GLENN P,B�IM CASE NO. 15 -143 CDP QO Z $ I Z RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL Q V)�� ENGINEER S/ 13 / I G, °� /3�C APN: 258 - 151 -14 �2'1Z•Ib_ ELEVATION: 92.004' DATUM: NAVD88 L�f% Iti� �.. DOUGLAS E. LOGAN EXP. 12 -31 -17 DATE DATE R: \Projects \7421 - R.A. BOOKER Leddy \7421- GP01.dwg z� DWG. NO. o � z 12729 -G z= CD 0 wa_ 5/4/2016 2:14 PM W W W W_ W W DEMOLISH COLUMN- •,yF WIGS "� LEAD /DISC o ` 0 0 CURB CORE FOR D -27 0 0 0 0 0 0) TO BE SEPARATED "LS 5211' N FROM D/W FLAIR BY 6 ". 3 -FT 0 /S. SAWCUT �/v�w v ���� ���� "C -2" LINE �m - -- 4 86.5 TG - IN TRENCH 7 � -85.5 IE FG -86.0 RESURFACING -RETENTION NTION BAS PER CITY STD. D /gs�)o ° 1�0,°O p SD �d �p ° 0�r 7v �`,o °a 8 D v S f LATERAL TO CONNECT TO D' 13 ° ° ° ° °, PS, MAIN 20 -FEET WEST OF / ° D MANHOLE APPROX. v ° D 8.0' 14.7' 4.8' a (74.48 IE±). TO BE k '-Y " POTHOLED IN- THE - FIELD. ° $�O 0 - D ° °' ° 9� C4 (E) TREE TO- BE REMOVED 15, F.Y.S.B. ry ul p p D ° �7 O 7 C5 S,O TW =87.00 EN BW =84.00 PLANTERS ® 86.5 @L A- RFF rY w n I D TRENCH RESURFACING PER CITY STD. I ANY PORTION OF THE (E) SIDEWALK OR ANY OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEXT JOINT. A �E APPROXIMATE LOCATION OF (E) 6" ACP WATER W z Z W 0 84.00 TW =87.0 Q W c6 a ° W g 50 Q_ TWp 89.00' ° 6 BW =88.50 D TW =87.00 J BW =84.00 ° D Ln g6 00 ° gg.55 D ° Lf) ✓� Ld oC TW =89.00 G, N 9BW =88.50 ° 4 o O $ qp ° Co co z o @ »C -4 "° D° \ HF ° I II Z 1 W W �' W �V4 APN: 258 - 151 -22 ABANDON EXIST W.S. - W - -_ &REMOVE W.M. 0q -0 06 o a Mall f 2�rral�e, V)Alt') N 05. 54'01" W 100.42' ° ° 88.60 TG ° ° c 86.70 IE GARAGE 2" SCH. 80 \F.F.= 79.75_pS PVC PIPE pS pS BASEMENT WALL SUBDRAINS (TYP.) TO DRAIN TO SUMP PUMP AROUND ENTIRE PERIMETER OF BASEMENT. 2 > (TYP. ) I ss r� 7 /F T =89.00 ° IBVJ=86.00 3 D / -- I BW =84.00 DESCRIPTION AREA DRAIN QTY. /.� LEAD & DISC "LS PALM 2318 ". IF LOCATED EAST ON (E) COLUMN TO PALM BE REPLACED WITH R NEW CONSTRUCTION. /'SITE WALL, SHORING AS OF E STREET, Q / 1.75' (MAX) HT. REQUIRED, PER N w co � 4" PVC RETAINING WALL NOTE • TW = FINISH SURFACE © TOP OF WALL • BW = FINISH GRADE @ BOTTOM OF WALL (NOT TOP OF FOOTING) • EG = EXISTING GRADE @ WALL CALLOUT WEEP SCREED NOTE • BOTTOM OF WEEP SCREED TO BE A MINIMUM OF 6" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. NOW LIGHT WELL 10 If �o o°o m 0 0 - o J��� ��� N U Lo W J Q% W J �m It U �' a uj APN: 251 - 151 -15 1705 W PROPOSED RESIDENCE F.F. = 88.83 BASEMENT F.F. =78.75 BASEMENT PAD =78.00 W APPROXIMATE LOCATION OF (E) 6" ACP WATER ' W W W WORK TO BE DONE 1 1106 (W 11 20' DRIVEWAY OPENING PER SDRSD G -14B. _J a QO.O W ,7-DEMO EXIST. cl��$"'fW I Q � ?v UO•V�� IMPROVEMENTS /,' v`Z•Q �W O2 BUILDING STEM WALLS PER SEPARATE PERMIT. J -` z� ��•Q �� O3 CONSTRUCT RETAINING WALL PER S.D.R.S.D USE EITHER "C -2" � a z OR C -4 OR EQUAL. _ ¢ Jw _ / 3/4 I.P. W/ � w ¢`11M DISC "LS 9042" O4 CONSTRUCT BIO- RETENTION BASINS PER DETAIL THIS SHEET. a 12" SQ. CONC. Vl "BROOKS BOX" C.R.BE SET W/ O INSTALL 4" SOLID PVC DRAIN PIPE ® 1.0% (MIN.). 6O INSTALL AREA DRAINS PER PLAN. 88.60 TG _ , �7 87.06 IE - PLANTER - n N vA ��• -- •UO O OUTLET OVERFLOW FROM BIO- RETENTION BASIN INTO STREET a ° ° W/ 3" SOLID PVC DRAIN PIPE, PER S.D.R.S.D. D -27. SIDEWALK WtAc" To AAPCTJOWf- ° ° » » » �� O INSTALL 12" WIDE TRENCH DRAIN W/ TRAFFIC GRATE. ALL 88.00 TG ° 3 U�aw� B I B WATER COLLECTED IN TRENCH DRAIN TO BE PUMPED INTO � 87, 34. IE BIO- RETENTION BASIN. 2" PVC HPIPEE ° ° �`' 1'"�d Q O9 SPA AND WALLS PER SEPARATE PERMIT, NOT -A -PART. r \ LIGHT WELL SURFACE DRAINAGE TO BE COLLECTED WITH AN AREA DRAIN AND PUMPED OUT TO BIO- RETENTION AREA. v r 1 11 SUMP PUMP FOR TRENCH DRAIN & LIGHT WELL DRAINAGE. 16 0 NEW FEN E ON PUMP TO CONC. "BROOKS BOX" AS SHOWN & ULTIMATE 11 870 �� {►^' DISCHARGE TO BMP TREATMENT. �•� 12 SEWER SUMP PUMP, ROUTE BASEMENT SEWER TO C.O. 12 rtQ I� Q 97 O TG DRIVEWAY. SEWER TO GRAVITY FLOW FROM C.O. TO SWR MAIN. 9 a, �►` Z TO BE PRIVATELY MAINTAINED. SEE AGREEMENT. p 00 Q 13 SEWER CLEANOUT PER CITY STANDARDS. CLEANOUT IS © (D L,O TRANSITION POINT WHERE SEWER GRAVITY FLOWS TO SEWER ffi 1 MAIN. J - ��i8•S3 \ 00 ° Ano 0 °D a 1 f W 14 4.5 x 5 NO. 2 BACKING RIP -RAP DISSIPATOR PER D -40. J G � 87.34 IE p ° ° I n I m 15 DISTRICT TO INSTALL TO 1" COPPER WATER LATERAL & DUAL cn METER PER WS -09, WC -17 AT OWNERS EXPENSE. M 0 bb A NOTE: ALL EXISTING STRUCTURES AND � HARDSCAPE TO BE REMOVED, X\\ N ' EXCEPT WHERE NOTED. \ v 89-56- TG n °g856 E 88001E Q UTILITY NOTE: D - r �( ALL PROPOSED & EXISTING C ` GG�IgM,��A, UTILITIES TO BE INSTALLED \\ UNDERGROUND N 05 057'17 "W 100.42' w Q 12" AREA DRAIN BOX - W/ GRATED INLET INFLOW PIPE 12" MIN. PER PLAN 6 "(V1) X- SECTION A -A VERT.: 1"=10' DESCRIPTION AREA DRAIN QTY. WES PALM PER PLAN EAST R PALM DESCRIP-nON: 2" SID. CO. ENG. DEPT. BRASS DISC R PROVIDE /'SITE WALL, SHORING AS OF E STREET, �(E) / 1.75' (MAX) HT. REQUIRED, PER MAIN F.F. =88.83 SHEET 4, 4" PVC RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL DRAIN PIPE 4' PVC DRAIN PIPE 5' BUILDING 5' (MIN.) STEM WALL (MIN.) BUILDING BASEMENT F.F. =78.75 GROUND STEM WALL PROVIDE r, SHORING AS PAD =78.00 REQUIRED, PER ENGINEERED SOIL 2 " -3" OF LIGHT WELL SHEET 4. X- SECTION A -A VERT.: 1"=10' .60 TG 87.60 ` r IE ; 6 r , n v ° 3/4„ 1. P. W/ DISC "LS 9042 3 cP cP cr R/W �m �'o cp C) �'o TO BE SET PER DROUGHT RESISTANT C.R. LANDSCAPING. 12" MIN. SOLID 3" PVC /ABS III III =I III- DRAIN PIPE. OUTLET f,l III H 1111 TO EXIST CURB." (V2) 18" MIN. ** SEE NOTE DESCRIPTION SIZE QTY. C PALM 15 GAL. 2 REPLACED PALM DESCRIP-nON: 2" SID. CO. ENG. DEPT. BRASS DISC HORIZONTAL: 1"=5' VERTICAL: -(l ( IN TOP OF CURB. OF E STREET, �(E) BELOW RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL .60 TG 87.60 ` r IE ; 6 r , n v ° 3/4„ 1. P. W/ DISC "LS 9042 3 cP cP cr R/W �m �'o cp C) �'o TO BE SET PER DROUGHT RESISTANT C.R. LANDSCAPING. 12" MIN. SOLID 3" PVC /ABS III III =I III- DRAIN PIPE. OUTLET f,l III H 1111 TO EXIST CURB." (V2) 18" MIN. ** SEE NOTE SPECIES SIZE QTY. REMOVED PALM 15 GAL. 2 REPLACED PALM 15 GAL. 2 -(l ( i #N �(E) BELOW F GROUND ENGINEERED SOIL 2 " -3" OF *SEE NOTE BELOW 3/8" GRAVEL I� N 3" PERFORATED PVC PIPE lV W/ PERFORATIONS ® INVERT RETAINING PER SDRSD WALL "C -4" ALONG LENGTH OF IMP *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY X - S E C T I 0 N B - B LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% NOT -TO -SCALE TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. MIN. PERK RATE = 5 IN. /HR. 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. PAD GRADING NOTE • FINISHED ELEVATIONS AROUND THE PERIMITER OF THE BUILDING FOOTPRINT SHALL SLOPE AWAY AT 2.0% MINIMUM FOR 5 -FEET. PRIVATE SEWER EJECTOR PUMP MAINTENANCE AGREEMENT RECORDED APRIL 12, 2016 AS DOC. NO. 2016 - 0168422 * *18 ", 3/4" CRUSHED ROCK LAYER, WITH MIN. 40% POROSITY. STREET TREES ��o JGOStE. cAt �2 IMP DETAIL �TYP) BIORETENTION & STORAGE NOT TO SCALE z C39726 A si tr CIVIC �P qrF CF CA0FCR� AS BUILT DESIGNED D WN BY: CHECKED BY: DEL BMW DEL LA S PREPA D UNDER SUPERVISION ktd//'J�A�( DATE: - i u G (/( / t • w6 ENGINtff R.C.E. N0. 39726 it, - ;r7Wr1 I DOUGLAS E. LOGAN EXP. 12 -31 -17 ■v i CD Z w O U 0 O W V � C� O N Ln ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT Q o O' 310 VIA VERA CRUZ, #205 Lc) SAN MARCOS, CA. 92078 LLJ (760) 510 -3152 Ph / (760) 510 -3153 Fax Q CD IIIIIIIIIIN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT RECOMMENDED: JQO APPROV GRADING & DRAINAGE PLAN FOR: /LA ,y -L - 405 -407 W. E STREET, ENCINITAS, CA 92024 MASIH MAHER GLENN PRUIM CASE NO. 15 -143 CDP 511311 b S,_ /s /Kc APN: 258- 151 -14 DATE DATE R: \Projects \7421 - R.A. BOOKER Leddy \7421- GPO2.dwg z� DWG. NO. o LLJz 12729 -G ZZ IIIIIIIIIIIM z= w� 5/4/2016 2:15 PM SPECIES SIZE QTY. REMOVED PALM 15 GAL. 2 REPLACED PALM 15 GAL. 2 z C39726 A si tr CIVIC �P qrF CF CA0FCR� AS BUILT DESIGNED D WN BY: CHECKED BY: DEL BMW DEL LA S PREPA D UNDER SUPERVISION ktd//'J�A�( DATE: - i u G (/( / t • w6 ENGINtff R.C.E. N0. 39726 it, - ;r7Wr1 I DOUGLAS E. LOGAN EXP. 12 -31 -17 ■v i CD Z w O U 0 O W V � C� O N Ln ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT Q o O' 310 VIA VERA CRUZ, #205 Lc) SAN MARCOS, CA. 92078 LLJ (760) 510 -3152 Ph / (760) 510 -3153 Fax Q CD IIIIIIIIIIN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT RECOMMENDED: JQO APPROV GRADING & DRAINAGE PLAN FOR: /LA ,y -L - 405 -407 W. E STREET, ENCINITAS, CA 92024 MASIH MAHER GLENN PRUIM CASE NO. 15 -143 CDP 511311 b S,_ /s /Kc APN: 258- 151 -14 DATE DATE R: \Projects \7421 - R.A. BOOKER Leddy \7421- GPO2.dwg z� DWG. NO. o LLJz 12729 -G ZZ IIIIIIIIIIIM z= w� 5/4/2016 2:15 PM 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 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. 20'MIN. PUBLIC RIGHT —OF —WAY I_I IIl l I= 8" MIN. 11= =1I _I I1 =1I I1t�� - III -III III =1 I1 =1 I _ vV _ PROFILE EXISTING 1 -1 /2 PUBLIC GROUND CRUSHED RIGHT -OF -WAY l ROCK r d LV. MIN. °° ° go nc� Q on s° 1,- PLAN PROVIDE APPROPRIATE TRANSITION x BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT —OF —WAY STABILIZED CONSTRUCTION ENTRANCE b �� NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. �— .vr Y14 Vl plYlU iC YINIU I- 111 „1111�II1111, 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. �I II I FI L' �E IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE DETAIL D D AL (E)J 6v �c e tJ 4 W STABILIZED — CONSTRUCTION ENTRANCE a °O' W W GRAVEL BAG CHECK DAM < (TYP.) 0 ,•' W W 40' D , D Ps a D PS � Pg D D P D � 5 n� D —­'I V D v v v GRAVEL BAG p CHECK DAM (TYP.) SILT FENCE (TYP.) D , O' —� a �3p "LAS 1\W) ol 0,111140 40(,417 G'fzovT 13 U L nl ,zl f9 v ZLL -o n- �' o11 rovtz pieWWl �1n - .�r rod eta Aru, rAAC50 lr —J C .5 hrtiot1 fm — /�� :.111 i 00 L �tt ✓`�iI ©•� �At�s EXISTING BLUFF 75 G `' IZIRW I14 BAGS HIGH (MAX.) — - 2 BAGS HIGH (MIN.) • �I�S'� fro L1INC 00 NOTE: LOWER BAG ROW TO BE BURIED 6” UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE GRAVEL BAGS w E- 4 O v v a�I�be o ; D I oD D � v v D V D \ I O�e OC D ��e G It Oz a 3 r w i v QROrcasjoN ENGINEERING & SURVEYING w ° m - N K C 39726 A SINGLE SOURCE DEVELOPMENT CONSULTANT * * 10 5 0 10 20 310 VIA VERA CRUZ, #205 mTq crvl\_ aP SAN MARCOS, CA. 92078 re OF C \IF (760) 510 -3152 Ph / (760) 510 -3153 Fax SCALE IN FEET SCALE: 1" = 10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE i; AS —BUILT DESIGNED LED B : ! DRAWN BY: cHECEED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — PUBLIC WORKS DEPARTMENT DWG. N0. ( V I R 16 DESCRIPTION: 2" SD. Co. ENG. DEPT. BRASS DISC 1 J P AN; PREPAR UNDER SUPERVISION 0)F RECOMMENDED: _j APPROV EROSION CONTROL PLAN FOR: N TOP OF CURB. ff �q�1 Q Q QO g LOCATION: FAT ID OF AN AVE, 00' NORTH HORIZONTAL: 1' =10' /� °/ , y/� DATE: L ,. ^ E STREET ENCINITAS CA 92024 OF E STREET. I/✓ � �� �" � �V s' 405 -407 W. , , 12729 -G VERTICAL: N/A I' R.C.E. NO. 39726 MASIH MAHER GLENN PRUIM CASE NO. 15 -143 CDP L -G 18 RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL 19006 4" ENGINEER 5/ 13/16 9/3L L, ELEVATION: 92.004' DATUM: NAVD88 �? )C • i?j, DOUGLAS E. LOGAN EXP. 12 -31 -17 DATE DATE ' �' APN: 258 - 151 -14 SHEET 3 OF 6 R: \Projects \7421 — R.A. BOOKER _eddy \7421— GP03.dwg 5/4/2016 2:16 PM 91 I i O Z w C/) O O �c CD w zC-) of LiJ O w :D z O m z W J J Q Q � ~ L.I.J Ln Q� O O O N _ L zl QO O w =, O Q (D z� � O O Z w W W z_z O O Z = W 11 TEMPORARY SHORING a INDEX , U co SH -4 - TEMPORARY SHORING GENERAL NOTES AND DETAILS � GENERAL SH -5 - TEMPORARY SHORING PLAN AND SCHEDULE 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS USED SHALL SH -6 - TEMPORARY SHORING ELEVATIONS BE THE SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER, � \ \il 2. THE DESIGN IS BASED ON THE 2013 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & \i IN Lu SHORING MANUAL, JANUARY 2011, PAGES 10 -1 TO 10 -42 CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE b\ REFERENCE. MINIMUM SURCHARGE OF 100 PSF HAS BEEN USED IN THIS DESIGN TO ACCOUNT FOR NORMAL TRAFFIC c~=i LOADING. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "H" FEET (WHERE "H" LEAN CONCRETE EQUALS THE HEIGHT OF THE RETAINED EARTH) FROM THE BACK OF LAGGING. 1 PER NOTES 3. TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE STRUCTURAL PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY STRUCTURAL CONCRETE UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO CONCRETE SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE. SOILS CRITERIA I\\ REPORT BY: GEOTECHNICAL EXPLORATION INC Lu SAN DIEGO, CA uj REPORT NUMBER: OWE 15- 10698 y!\\ \\\ REPORT DATE: APRIL 21, 2015 Lu i EQUIVALENT FLUID PRESSURES: ca co U cn ACTIVE PRESSURE: 38 PCF x w a PASSIVE PRESSURE: 750 PCF NO ARCHING MAX PRESSURE: N/A a STRUCTURALSTEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992 z w 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND z ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." Lu in CONCRETE w 1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) ANDHE w "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF fc 3000 PSI OR ARFATFR (NOT RF01IIRFn FOR I FAN CONCRFTFI U-1 J Lu x I. 4 SH-4 I , U co 2 L. SH -4 I � x w a w 0. � \ \il EMBEDMENT \i IN ELEVATION PER b\ n LEAN CONCRETE BOTTOM OF PER NOTES EXCAVATION STRUCTURAL SOLDIER BEAM PER STRUCTURAL CONCRETE SCHEDULE CONCRETE PER NOTES PER NOTES I\\ Lu uj 0 y!\\ \\\ w X Lu i ca co U cn x w a x w a LAGGING PER PLAN & ELEVATION EMBEDMENT ELEVATION PER f SCHEDULE BOTTOM OF EXCAVATION .. cm z w J r U U 0 z U.1 J H z Lu m SOLDIER BEAM PER LL' SCHEDULE O O D cn w O Cr C1 0 O w N Ln I O Ln O Q0 r— O z w z O tZ I LAGGING PER w J ® Lu 2 L. 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