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2008-905 G (Plans) WORK TO BE DONE GRADING PLANS FOR: BELL RESIDENCE WORK TO BE DONE GRADING NOTES IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE A. GENERAL PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD AND STANDARDS REFERENCE DRAWINGS. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION C. GRADING (CONY VICINITY MAP • STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL S.D.C. =SAN DIEGO COUNTY STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED 6. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPICANTS PROPERTY. • L.W.D. = LEUCADIA WASTEWATER DISTRICT BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY S.D.P. =SAN DIEGO PRECAST PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN S.D.R.S.D. =SAN DIEGO REGIONAL STANDARD DRAWINGS 2. THE SOILS REPORT TITLED: LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND Z PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED BELL RESIDENCE ADDITION, 1439 NEPTUNE p S.D.W.D. = SAN DIEGUITO WATER DISTRICT AVENUE LEUCADIA, CALIFORNIA PREPARED BY CONSTRUCTION TESTING &ENGINEERING, INC. SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON W.A.S.C. = WATER AGENCY STANDARD COMMITTEE DATED AUGUST 29, 2007. THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN SHALL BE CONSIDERED AS A PART OF THIS PLAN. ALL GRADING SHALL BE DONE WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR ASTOP -WORK TO BE ISSUED DESCRIPTION SYMBOL QUANTITY IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. _ SAID REPORT. D LANDSCAPING � S O RETAINING AND MASONRY RETAINING WALL - - - - - 40 LF 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE O PER SDRSD C -1 TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. p y SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND < ALL ADOPTED ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. TRANSITION INTO EXISTING EDGE OF PAVEMENT 24 LF WITH IMPROVEMENT PLANS. U1 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 -1 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 3 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT E. EROSION CONTROL MODIFIED S.D.R.S.D. G -14C CONCRETE DRIVEWAY O 1 FA. ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT MITCH BELL ROJ T SITE ,� DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO PH. NO. (760) 510 -8416 GRADING. - 'a O TRENCH DRAIN '® 23 LF 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 2 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID VIA pvo S S RECONNECT TO WATER LINE 1 EA. A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. �U O 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL G INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, OF THE ENGINEERING INSPECTOR. O RECONNECT TO SEWER LINE -OS 1 FA. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND REGULATIONS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. RAINFALL. O7 RECONNECT TO GAS LINE 1 FA. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR c�Ot`1 S� 8 RECONNECT TO CAN LINE 1 FA. HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT : CITY INSPECTOR, CIVIL ENGINEER, UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. O w JP -� SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADING MEETING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO SHALL SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A (760) 633 3 -2770. HAZARDOUS CONDITION. O GRASSED LINED BMP SWALE (PRIVATE) 110 SF 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL (NOT TO BE MODIFIED WITHOUT CITY PERMIT) . CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND BE INCORPORATED HEREON. RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE PROJECT INFORMATION DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY 8.' GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SLOPE AT THE CONCLUSION OF EACH WORKING DAY. SITE ADDRESS: 1439 NEPTUNE AVENUE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ENCINITAS, CA, 92024 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY LEGAL DESCRIPTION CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 905 -G PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ASSESSOR'S PARCEL NUMBER: 254 - 221 -0300 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING LOT 13, BLOCK 3, SOUTH COAST PARK N0. 3, ACCORDING TO MAP THEREOF N0. 2049, PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 26, 1927. BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES WATER: SAN DI WATER DISTRICT SUCH GRADING OPERATION. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE FIRE: ENCINITAS AS FIRE PROTECTION DISTRICT OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE SEWER: LEUCADIA COUNTY WATER DISTRICT PROPOSED IMPERVIOUS SURFACE B. NOTIFICATIONS STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, IMPERVIOUS SURFACE NOT INCLUDING PROPOSED BUILDING FOOTPRINT = 570 SF 1 SHOWN I ON N THESE PLA S OBTAINED OF TO STATE OF CALIFORNIA. S OILS ENGINEER'S CERTIFICATE THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN OWNERS CERTIFICATE I, 1>03 MATH , A REGISTERED GEOTECHNICAL ENGINEER AS A REPRESENTATIVE LEGEND ON THIS PLANS, HOWEVER: OF CONSTRUCTION TESTING & ENGINEERING, INC. A CALIFORNIA COMPANY, DOING BUSINESS IN THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. THE FIELD OF GEOTECHNICAL ENGINEERING AND ENGINEERING GEOLOGY CERTIFY THAT SAMPLING NEW ROW - - - - ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY THIS OFFICE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL HAVE A REGISTERED CIVIL AND PRESENTED IN OUR PRELIMINARY GEOTECHNICAL REPORT DATED AUGUST 29, 2007 TWO PROPERTY LINE UTILITIES AND NOTIFICATIOON N OF COMMENCEMENT WORK: - - - - - -- OR STRUCTURES PRIOR ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE COPIES OF THE GEOTECHNICAL REPORTS, WITH OUR RECOMMENDATIONS, HAVE BEEN SUBMITTED SEWER (LEUCADIA WASTEWATER DISTRICT) 760 - 793 3 -0155 CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER TO THE OFFICE OF NGINEER. PROPERTY LINE R SAN DIEGO GAS AND ELECTRIC 1- 800 - 422 -4133 COMPLETION OF THE IMPROVEMENTS. CENTER LINE WATER (SAN DIEGUITO WATER DISTRICT) 1- 800 - 422 -4133 SIGNED: PACIFIC BELL 1- 800 - 422 -4133 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL EXIST. CONTOUR CABLE TV (DIMENSION CABLE SERVICES) 1- 800- 422 -4133 BE RETAINED TO SUPERVISE OVER ALL GRADING ACITIVITY AND ADVISE OF THE COMPACTION G.E. N0. Z6loS� 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO AND BILITY OF SIT . � EXISTING WATER LINE BEGINNING ANY WORK ON THIS PROJECT. PHONE : (760) 633 -2770 l / `� DATE: / 2 -B -O$ �� L . �9TFyy EXISTING SEWER LINE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INSPECTION. PHONE: G No. 2665 y p SIGN - (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE MITCH BELL &ALICE BELL DATE: LICENSE EXPIRATION DATE: /2 -3/ -!O * Exp. 12/31110 SUBJECT TO REJECTION AND REMOVAL. 1439 NEPTUNE AVENUE N9c`� °r �oPv�e STREET LIGHT COMPANY: CONSTRUCTION TESTING &ENGINEERING. INC. r Fct+N C. GRADING ENCINITAS, CALIFORNIA 92024 OFCpL1F0. FIRE HYDRANT 1. ALL THE GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR 760 - 510 -8416 ADDRESS: 1441 MONTIEL RD., SUITE 115 AB BREVIATIONS UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT " STATEMENT OF ENGINEER OF WORK CITY, STATE: ESCONDIDO, CA 92026 AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL (760) 746 -4955 AC = ASPHALT CONCRETE SDRSD = SAN DIEGO REGIONAL SUBMIT SOILS REPORTS AS REQUIRED AND DETERMINE THE SUITABILITY OF ANY THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL TELEPHONE: EP = EDGE OF PAVEMENT STANDARD DRAWINGS FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT PCC = PORTLAND CEMENT CONCRETE EX. = EXISTING INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE SAN DIEGUITO WATER DISTRICT NOTES LIP = GUTTER LIP PVC = POLYVINYL CHLORIDE PIPE HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL EP = EDGE OF PAVEMENT BC = BEGIN CURB WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. TIC = TOP OF CURB EC = END CURB ARE ACCEPTABLE FOR THEIR INTENDED USE. THE ENGINEER AGREES THAT ANY PLAN- CHECK OR REVIEW PERFORMED BY THE CITY OF 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE FL = FLOWLINE FH = FIRE HYDRANT ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IE = PIPE INVERT R/W = RIGHT OF WAY IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE TB = TOP OF BERM ST LT = STREET LIGHT POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF ENVIRONMENTAL REVIEW NOTES WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE LIMITS OF THIS PROJECT. SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CONTROL MEASURES 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, 1. EARTHWORK QUANTITIES HAVE BEEN INSTALLED. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSING, CUT : 150 CY AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING 3. ALL AREAS ACCORDANCE WITH STANDARD SPECIFICATIONS. FILLED SHALL BE PREPARED T C BE FILLED AND FILL SHALL BE ATIONS. ALL VEGETABLE MATTER AND THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS HER AGENTS OR FILL CY PLACED IN 0 0 AC / OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL EXPORT: 150 CY OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. REMEbIATION 0 CY REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 18.9% SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. BY 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND p2 f s a'+<wv DATE: I GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, 3. MAXIMUM CUT DEPTH IS 8.75 FT COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. MATTHEW S. BOVEE R.C.E. NO.70301 ETC.) WHICH IS AFFECTED BY HEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES 4. MAXIMUM FILL DEPTH IS 0 FT. SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND R.C.E. NO.70301 DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS OFESS! EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE REGISTRATION EXPIRATION DATE: 09 -30 -10 AT THE OWNER'S EXPENSE. g YO Q � v.g ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS OFESSI �� AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH PR �kq 5 P ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE COMPANY: CONSTRUCTION TESTING & ENGINEERING �Q S. goF 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. BMP STATUS a F o' = C70066 P AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING 1441 MONTIEL ROAD SUITE 115 Q 11 * Ex p. , /30/10 ORDINANCE. ADDRESS: G m z 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND N 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, CITY, STATE: ESCONDIDO, CA 92026 No.0070301 SAN DIEGO GAS AND ELECTRIC VAULTS. 9TF c1Vl� GP`'`s PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE TELEPHONE: (760) 746 -4955 EXP.09 /30/10 ' 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER STANDARD PROJECT OFC -Y THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE JT C1V1� �Q FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED gTFOFCA1.1F0�� TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. LEUCADIA WASTEWATER DISTRICT SAN DIEGUITO WATER DIST. PARKS AND RECREATION P BLIC WORKS ; r FIRE DEPARTMENT "AS - BUILT" CONSTRUCTION TESTING & ENGINEERING, INC. * 24 *y ' 4'r 1A.11) l PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746.4955 EMGI/VEER ' SZ / - STEVE DEER G RC - / 26514 DATE E DATE E DATE NAME DATE NAME DATE • DA /D V• C ARON RCE 70066 OATS SIGNATURE EXPIRES 8 YEARS FROM DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNATURE EXPIRES 2 YEARS FROM DATE REVISIONS APPROVED DATE REFERENCES DATE B ENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I ' S BUILT" '25-1 b SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT THE NORTHEAST HORIZONTAL AS SHOWN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED , APPROVE SITE PLAN: CORNER OF THE CITY OF ENCINITAS DATE: tz - B - a LEUCADIA OAKS PARK ON THE WEST SIDE 0 BY: BY: BELL RESIDENCE 905 -G ,' /GI RAINTREE DRIVE. VERTICAL AS SHOWN IAA fy ✓ � � c^ R.C.E. N0. 70301 1439 NEPTUNE AVENUE NAME: TE: ELEVATION 67.64(NAVD 88) DATUM: MSL ENGINEER EXP. 9 - 30 - 10 ENCINITAS, CALIFORNIA /�,� A _ L Z A P IG O$ MA TTHEW S. eOVEE DATE: 03/ i b/ 09 DATE: WORK PROJECT N0. 06- 250 -CDP 06- 250 -CDP SHEET 1 OF 4 \ \Engineering \E \Land Projects 2006 \15- 0122C \dwg \GRD \0122 - GRD- Ol,dwq 12/5/2008 1119 PM PST LWD SEWER NOTES GRADING AND EROSION CONTROL SECTIONS 1. LIND APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORREC71ON OF ERRORS AND OMISSIONS DISCOVERED BACK OF SIDEWALK A DURING OR AFTER CONSTRUCTION. \ NOTE: / SPILLWAY USE GRAVELBAGS, STRAW BALES VELBAGS GRAVELBAGS 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER STRAW BALES, OR OTHER APPROVED METHODS DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS CONTINUOUS BERM OF CA110NS FOR TO CHANNELIZE RUNOFF TO PUBLIC WORKS CONSTRUCTION ( E OOK AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT EQUIVALENT HEIGHT BASIN AS REQUIRED. GRAVEL FILLED GRAVELBAGS ARE STACKED TIGHTLY CATCH BASIN EDI77ONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. \ SUPPLY WATER TO WASH BACK OF CURB J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT WHEELS IF NECESSARY ALL TIMES WITHOUT EXCEPTION. CURB INLET 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER N07ES 2 & 3 ON I . I O THE JOBSITE AT ALL TIMES 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FLOW FLOW -� FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFEC77VE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 0 o eO� SPILLWA 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION Q a p oP . � v 9 p AND SHALL`PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. $ A o• I A 2 " -3" (50 -75mm ) COURSE AGGREGATE oop 12' MIN. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF O MIN. 6" (150mm) THICK ° (3.6m) THE LOCATION OF, OR 7HE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTRITY, PIPE, OR o. e •> STRUCTURE W11HIN 174E LIMITS OF 17415 PROJECT. o� • °, p.o o • �, o og � , e o o �p . � 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WR171NG PRIOR o o 0 0 0 TO CONSTRUCTION. A PLAN VIEW 9. CONNEC71ONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE DIVERSION RIDGE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER PONDING HEIGHT CURB INLET UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY 50' (15m) MIN. DISTRICT ENGINEER. PLAN SPILLWAY SIDEWALK 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. NOTES: r.•= .,.::,,. \ / \ / \ / \ / 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT / 11. A 2 -INCH HIGH S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCA71ON BY THE TRACKING FLOWI NGO SEDI E AND/OR O T OF ANY E S � CATCH PUBLIC I -WAY. THI MAY /\ \� \ \� \ \, \ / / \// CONTRACTOR. TOP \ /i \ BASIN \i TO TRAP SEDIMENT. \ \\ / \ \\ 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PROIR TO ENTRANCE ONTO \\ \ \� UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER 774E SEWER MAIN SHALL A PUBLIC RIGHT -OF -WAY. / SECTION A - A TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING THE TAG OVER 3. WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH �\ THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UN71L CONNECTED AND SHALL CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ?1kOFESS / THEREAFTER BE BURIED AT THE POINT OF CONNECTON. NOTES: h�Q�.,\oV Nis 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS aP O 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. RCEC 70066 NO SCALE 2. GRAVELBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED Exp.09 /30/10 >a 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT WITH GRAVEL, LAYERED AND PACKED TIGHTLY. THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR EXTRA STRENGTH FILTER FABRIC 9TF civo- TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER U71LI71ES AND UTILITY LATERALS NEEDED WITHOUT WIRE MESH SUPPORT 3. LEAVE ONE G GAP IN THE TOP aFCA1tF ROW TO PROVIDE DE A A S SP PILLWAY FOR OVERFLOW. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD STEEL OR 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND j INSPECTOR PRIOR TO PAVING. WOOD POST GRAVEL MUST BE REMOVED FROM THE TRAVELWAY IMMEDIATELY j 16. ALL NEW CONNECTIONS TO EXIS71NG SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY ATTACH FILTER FABRIC "AS Bu/LT , INSTALLING NEW MANUFACTURED WYES STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SECURELY TO UPSTREAM CURB INLET SEDIMENT BARRIER (GRAVELBAGS) SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. SIDE OF POST • .: . NO SCALE 17 IF NECESSARY DURING THE LATERAL CONNEC71ON WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LOW ENG /NEER' 5' z/ -7G LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY - f I Edge of Footing 4IDV t C4ROIA/ RCE 70066 DATE AND BYPASS EQUIPMENT WITH FULL -77ME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC E � _T_ Line_ E MATERIAL MEETING THE S A M E MATERIAL R E Q U I R E M E N T S AND O U T S I D E D I M E N S I O N AS THE PIPE B E I N G R E P A I R E D . I I I PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WI7H NO CENTER STOP. PIPE ENDS SHALL BE ;w:' 7� 10' (3m) MAXIMUM SPACING WITH I tocKw000TOt1T8 ti i` THOROUGHLY CLEANED PRIOR TO INSTALLA77ON OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE / / / / / / /� / /j/ j� / /j� / /�� //� WIRE SUPPORT FENCE I ) UP SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED \ \. \ \. \ \,� \ \� �\ 6 (1. MAXIMUM SPACING WITHOUT TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO WIRE S SUPPORT FENCE PLAIN END PIPES PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY 7HE LWD DISTRICT ENGINEER. PLAN STEEL OR WOOD POST H= 244m H= 1.63m H= 991mm 19. PVC OR W7RIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. 36" (1m) HIGH MAX. otter Cop (5' - 4) (3' - 8) FOR CONNEC77ON OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. SE X13 (4) 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED W11H A GASKET RANGE FOR PONDING HEIGHT PONDING HEIGHT x Total 2 EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING FLOW c� R 1 ®Bare BEING JOINED. 174E CENTER RINGS SHALL BE DUCTILE IRON PER ASIM A536, GRADE 65 -45 -12 AND SHALL BE Mortar Cap PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO 714E TYPE OF CONNEC77NG PIPE. GASKETS 3/4" 20mm) E - � 13mm 13mm 7VYI3T1OCKlJO SHALL BE SBR PER ASIM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS IN. DRAI ROCKI o „E E 51mm A Bars 32 (84) SHALL BE TYPE 316 STAINLESS STEEL. FLOW 9" MAX. ( � Bars e� (1) Burs (225mm) r ( 1 !; , 2 STORAGE T. 8" (200mm) I m n 51mm # Tot 2 406mm N v V/y (27 Bars DISCHARGE PIPE ............... v E € ©Bars 167(18 QE Bars lfi e ° CONCRETE COLLAR \\ \ \\ \ \ \ \ \ \ o 51mm In ,, m ELECTRICAL CORD \ / /%� (271 457mm (37 z c ` mn 12" MIN. 12" MIN. j \ \���\ {i'- # i TRAFFIC RATED LID (300mm) / / / (300mm) / // / mm® 05mm Z Key I W � W/2 I - e • : �� "x6" (100 x 150mm) �` \\ 305mm (121 ��, 1 . t4j (8'x87 Key TRENCH WITH COMPACCTED . / / \� /•' BACKFILL \\ Horizo at reint. t shown 1.53M (5'S4") S ECT I ON TRENCH DETAIL INSTALLATION WITHOUT TRENCHING TYPICAL SECTION over 1.63m (5' -4 NOTES: DIMENSIOVS AND REINFORCING STM TRENCH. DRAIN 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. H (max.) 1.12m (3' -8 ") 1.63m 5' -41 2.44m (8' -0 ") T (min.) 203mm (0'-B;r 254mm (0' -101 305mm (7-0 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN W (min.) 762mm (2' 1.12m (3'• 63m (5' -4 ") HOPE 4" PIPE NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. W Bars #13 *813m ( #4 ®32') #130813mm #1308 mm (#4032 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE ® Bars #130813mm ( #4032') #13®8113 (#4032m) SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 1 © Bars 4C6mm ( 18') © Bars # ( 04) Total 4 #13 ( #4) Total 5 #13 ( #4) Tot 6 oeRWESS /Ok4� SILT FENCE max soil 23.9 Kpa (500psf) 28.7 Kpa (600psf) 38.3 Kpa (800ps SUMP PUMP ������E B0 <(c NO SCALE press. m m NOTES: 1, a Standard Drawings C -7 and C -8 for additional notes and details. CONSTRUCTION TESTING & ENGINEERING, INC. No.0070301 z 2 Fill all block cells with grout. PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL EXP.09 /30/10 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746 -4955 �TIf CIV A1tF o � P C - 1 RETAINING WALL PER SDRSD SUMP PUMP FOR GARAGE TRENCH DRAIN OP NO SCALE NO SCALE REVISIONS APPROVED DATE R cES DATE BENCHM SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ZK "AS-BUILT " � SET 2.5" CITY OF ENCINITAS BRASS DISC IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SITE PLAN: DRAINAGE BOX INLET AT THE NORTHEAST HORIZONTAL AS SHOWN 2 CORNER OF THE CITY OF ENCINITAS DATE: I '8 -B _ BELL RESIDENCE LEUCADIA OAKS PARK ON THE WEST SIDE 0 BY: / y t• / v , BY: 905-G RAINTREE DRIVE. VERTICAL AS SHOWN R.C.E. NO. 70301 1439 NEPTUNE AVENUE ELEVATION 67.64(NAVD 88) DATUM: MSL 7 ENGINEER 1/ ' �y EXP. - 30 - 10 ENCINITAS, CAUFORNIA NAM /tip DATE: /Z' /G•�jr MATTHEW S. BOVEE DATE: O3 �I(0�09 DATE: WORK PROJECT N0. 06- 250 -COP 06- 250 -COP SHEET 2 OF 4 \ \Engineering \E \Land Projects 2006\ 15- 0122C \dwg \GRD \0122 - GRD- 02,dwg 12/5/2008 11924 PM PST GRADING PLANS FOR: BELL RESIDENCE REMODEL I I � EX. SE R LATERAL PER v EX. EDGE AC PA MENT 1 m LCWD D G NO. 147 -B -47 \ I 8 a 254 —221— 02 00 120.0' I V CO N74b8'16 "E o ° ° — — — — FS (86.1 1 PROPOSED 4" PVC LATERAL TO 93 £ 00' CONNECT EXISTING SEWER LINE _ \ X X ., O IX. LATERAL P IN OF CONNEC ON S SETBACK" :v 6' DE AC SWALE INSTALL 4" LL, C -1 PEP 'S \` G -1 CURB SEE ARC AL, GS, FOR GARAGE EX O ' , N CAVATIN6 WALL I (�, ai TOP OF ALL. L . -D TO CQ .RETA I ' .. ' v m yr £ q 'a '% z o IRAN 1 TO EXISTING • BE DE Y OTHERS SE V "RCT DESIGN "BY OTHERS : SHO NG DESIGN I C� d ` /� BY' OTHERS PER RECOMME DA77ONS IN p s I Z EDGE OF PA MENT ' I S 0 -45 GEOTECHNICAL,REPORT m C to I x rn H -B� `; BUILDING PERMIT D8 454 - Z Z ° �.. I 8 9 W" W W W W W N 697W 923 I co m s 88.07TW A I 84.'TSBW 84:17BW CN M Z -I m I 86.19BW z r A I SCO SC 0 I v� t x FL 8 69 e d- SCO 2 0 .00 ' I L ' SU�t1 P MP TE T " E fJ I MAN 03 A ma o vN FR K1 S UM y z I .. ^ p,; .I,• a. a ER IR CTU AL - I cz GARAGE EXCAVATION, RETAINING WALL 0� I I _ DESIGN BY OTHERS UNDERP a. f� INNING I I 9• 0 DESIGN BY OTHERS SHORING DESIGN I I i I 3 w — �' GARAGE EXCAVATION, RETAINING WALL BY OTHERS PER RECOMMENDATIONS IN DESIGN BY OTHERS. SHORING DESIGN J• GE07ECHNICAL REPORT. 6 O v BUILDING PERMIT 08 -454 O I N ° BY OTHERS PEREPOR MMENDA71ONS IN D I BUILDING PERMIT 08 -454 L I o • a- 92:29TW . l R� I Wv ° a, 84.1TBW,' C\) 69 B N 89.711W I TAI W . " . 84.75BW °° I 1I l I I FS (86.47) I - SETBACK 4 (� 3 SEE AR 76 AL GS FOR / I I I TOP OF 0 8 -4E6 BY OTHERS SEE ° EX. EDGE AC PA VEM T h I I ellTA SNDARDIZED KEY 254-221-04-00 120.0' STONE N7490'27 "E ° o_ I F I H =34 ReTRiN /N6 WALL. i I 40 00' t A A 30.00' ' I 20.00' £ 20.00' 5.78' ---- 2.10' 14.21' 3.00' 0.67' 11.33' 11.33' 0.67' 3.00' 7.85' " 10.04 I TOP OF WALL I 89. 0 TW PER ARCHITECT 86.11W 89.20TW GRAPHIC SCALE X88 I 86.54BW yl RETAINING WALL 5 0 5 10 20 90.00 UTILITY NOTES 1 CONTRACTOR TO LOCATED, CUT & PLUG, AND RERUN SEWER AS NECESSARY. �l s �� 3.00' - 9d, VEGETATED SWALE 2 CONTRACTOR TO LOCATED, CUT & KILL, AND RERUN ELECTRICAL AS NECESSARY. 1 inch = 5 ft. SEE DETAIL ABOVE 1.50' -� 1.50' 3 CONTRACTOR TO LOCATED, CUT & PLUG, AND RERUN WATER AS NECESSARY. 85.00 4 CONTRACTOR TO LOCATED, CUT &PLUG, AND RERUN GAS AS NECESSARY. RETAI C SECTION A -A SECTION PER GEOTECHNICAL REPORT 4 1 RETAINING WALL � CONCRETE DRIVEWAY I 5 CONTRACTOR TO LOCATED, CUT & PLUG, AND RERUN CAN AS NECESSARY. PER DETAIL SHEET 2 6 CONTRACTOR TO LOCATED, CUT & PLUG, AND RERUN ANY OTHER UTILITIES AS NECESSARY. 1 " =5, (5 -1 12 ° MIN CONCRETE THICKNESS) EX. CONC. PAVEMENT 1I I MA)( 4 1 DEMOLITION NOTES NEPTUNE AVENUE l •375' B B' " ` 1 O1 DEMO COBBLESTONE PARKING NOTE °' R 29.30' �eQ�� o V. c �m � P. •Q.p y GRASS OR TURF CONTRACTOR TO CONFIRM EX. SEWER INVERT ELEVATION a o y OVER LAND LOC TURF RCE ^m' REINFORCEMENT FLOW LINE ELEVATION 2 DEMO PLANTER 1.00' 5.00' 5.00' 5.00' 7.80' 5.00' * Ex AS SHOWN ON PLANS NOTE. 0.50 IP P 09 C 7pp66 /30/10 O SAWCUT ALL RUNOFF FROM ROOF DRAINS SHALL DISCHARGE 5 9r �IVI� TYPICAL DETAIL ONTO GRASS AND LANDSCAPE AREAS PRIOR TO OF �6 y� 6 . �� �oFCAUFO� VEGETATED SWALE 4O PROTECT IN PLACE COLLECTION AND DISCHARGE ONTO THE STREETAND /OR pew S 01 9 NO SCALE INTO THE PUBLIC STORM DRIAN SYSTEM e„��` 11� ESS/ Bo (NOT TO BE MODIFIED 29 WITHOUT CITY PERMIT) O DEMO AC PAVEMENT NOTE°' W m #A S — B(/ /LT THE MODIFICATION OR REMOVAL OF THE STORM WATER No.0070301 A POLLUTION CONTROL (SWPC) FACILITIES WITHOUT A EXP.09/30/10 * DEMO EXISTING PAVEMENT AND N r°` ` ° RWEW CONSTRUCTION TESTING &ENGINEERING, INC. PERMIT FROM THE CITY IS PROHIBITED. 0r F CIVIV �P REPLACE WITH ASPHALT SWALE SECTION PER GEOIECHNICAL REPORT GARAGE qT OFCA��FO� 4" AC ON 6" BASE OR MATCH PLANNING -CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNICAL EXISTING WHICHEVER IS GREATER SECTION B -B' 8" TRENCH DRAIN 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746 -4955 DEMO COBBLESTONE PARKING FN611V5 : 1 =5 DAV /D V. CAROM RCE:7oO66 DATE REVISIONS APPROVED DATE R cES DATE BENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Al ",a 5 — Q U11- 7"' 5 0 - / 0 SET 2.5" CITY OF ENCINITAS BRASS DISC IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SITE PLAN: DRAINAGE BOX INLET AT THE NORTHEAST HORIZONTAL AS SHOWN CORNER OF THE CITY OF ENCINITAS DATE: t—=r0�1 BELL RESIDENCE 905 -G LEUCADIA OAKS PARK ON THE WEST SIDE 0 VERTICAL AS SHOWN N0. 70301 BY: �I M BY: 1439 NEPTUNE AVENUE RAINTREE DRIVE. ELEVATION 67.64(NAVD 88) DATUM: MSL NA MATTHE DATE: r 'Oc► ENGINEER S. BOVEE EXP. 9 -30 -10 DATE: �T ENCINITAS, CALIFORNIA DATE: s..3 / WORK PROJECT NO. 06- 250 -COP 06- 250 -CDP SHEET 3 OF 4 \ \Engineering \E \Land Projects 2006\ 15- 0122C \dwg \GRD \0122 - GRD- 03,dwg 12/5/2008 1120109 PM PST EROSION CONTROL PLANS FOR: BELL RESIDENCE STORM WATER POLLUTION CONTROL BMP NOTES CONCRETE WASHOUT 254-221-02 00 CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT : WASTES ONSITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. IN 7 . .... . CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT THE TRACKING OF DIRT OFFSITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES SAND BAG BARRIER A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAINS SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES GRA VBA G BERM PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE I OFFSITE. EL' SA ND BAG BARIIER EROSION CONTROL � 1 . EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED F IBER ROLL! HE�K I DAM SAND BAG BARRIER AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ------ EXCAVATION DIKES AND SHALL GRA DING ACTIVI CONSTRUCTED TO TIES ARE A CHANNEL LLOWED D RUNOFF AROUND URING WET WEATHER. THE CONSTRUCTION SITE. CONTRACTOR SHALL — ------ ------ ------ ------ ... ..... 3. DIVERSION .... .. . ..... . ...... ..... .. .. . ..... ... --- --- - -- . . . ..... .... ......... PROTECT CHANNELS AGAINST EROSION USING PER AND TEMPORARY EROSION CONTROL MEASURES. J j'? . ...... ..... ... ... .... 4.' 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; 5. 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. N:X 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 8. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL BE NOTIFIED WITHOUT A ILL A N TO THIS EFFECT SHALL BE PLACED ON THE GRADING PLAN. ONSITE CONSTRUCTION MATERIAL STORAGE t 00 1 . 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 ONSITE. 2. ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ONSITE. STOCKPILES MAY INCLUDE SOIL, r PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM WATER 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. 8 M 1. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR . ...... WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON THE SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER REQUIREMENTS AND THEIR 'OWN RESPONSIBILITIES. L -1 I N _ _7B , E ! R ROLL HECK DAM SAND BAG BARRIER _ t 1. • CONTRACTOR SHALL BE RESPON FOR PROPERTY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. WASTE MANAGEMENT OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM ------ --- ....... ..... ... IS STRICTLY PROHIBITED. it I AID �?AGiPA�1,?RIER 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORM WATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS I y. ............ .. ... . ... SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT 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 SAND BAG BARRIER , .J CONTACT WITH ANY TRASH MATERIAL. 3. 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 APPROPRIATE GRAVEL BAG BERM LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE 7 254-221-04-00 HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT GRAVEL BAG CURB INLET PROTECTION DOWNSTREAM 1 .(760) 436-4151. 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. . ... ...... - --------- ------ -------- ------ - ------ - ----- ---- --- 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. LEGEND: SILT FENCE FE V. GRAVEL BAG/SAND BAG/BERM RC C 70066 ,P% ExP- 09/30/10 x GRAVEL BAG SAND BAG BERM 1 IVIL O A CAL%* FIBER ROLL GRAPHIC SCALE ESS/ IIAS—BUILT" 5 0 5 10 20 A 11 %S. 0 STRUCTION TESTING & ENGINEERING, INC. CON m A PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1 inch 5 ft. No.0070301 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO GA. 92026, PH:(760) 746-4955 EXP.09/30/1 ;lN Clvl\� ENGINEER: opc t DA VID V. CII RCE: 70066 DA 7`£ REVISIONS APPROVED DATE DATE BENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 4 —5 "AS - BUIL. VWWA2731W EA 10 SET 2.5" CITY OF ENCINITAS BRASS DISC IN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED SITE PLAN: DRAINAGE BOX INLET AT THE NORTHEAST HORIZONTAL AS SHOWN CORNER OF THE CITY OF ENCINITAS DATE: BELL RESIDENCE 905—G LEUCADIA OAKS PARK ON THE WEST SIDE OF BY: AAL- BY: a Ml� RAINTREE DRIVE. VERTICAL AS SHOWN R,C.E. NO. 70301 WA& 1439 NEPTUNE AVENUE DATUM: MSL E rv- ZW 7 ELEVATION 67.64(NAVD 88) ENGINEER 5 __EXP. 9-30-10 ENCINITAS, CALIFORNIA qLt log r NAME D ATE : MATTHEW S. BOVEE DATE: DATE: WORK PROJECT NO. 06-250-CDP 06-250-CDP I I I I i I I SHEET 4 OF 4 \\Enqineering\E\LoLnd Projects 2006\15-0122C\dwg\GRD\0122-GRD-04,dwg 12/5/2008 1122t15 PM PST