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2013-11532 G (Plans)L& 1 8 'rt A. GENERAL 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 REPORTS COMPILED BY ENGINEERING DESIGN GROUP(EDG), DATED 8- 20 -04, 6 -14 -04 & UPDATED GEOTECHNICAL REPORT, DATED 6 -21 -2012, SHALL BE CONSIDERED AS A PART OF GRADING PLAN. DOCUMENTS "RETAINING WALL REMOVAL; DATED NOVEMBER 16, 2004, "SUMMARY OF SITE MEETING° DATED SEPTEMBER 15, 2004 AND "1ST RESPONSE TO 3RD PARTY REVIEW COMMENTS; DATED AUDUST 25, 2004, ALL COMPILES BY EDG ARE PART OF THIS PROJECT GRADING AND DEVELOPMENT. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN THE STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYER 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 OPERATIONS WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITEE. THE PREGRADE 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 CERTIFICATE SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT No.11532 -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. B. 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 TO PROTECT 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. GAS & ELECTRIC - (SOG &E) (800) 422 -4133 B. WATER (SAN DIEGUITO WATER DISTRICT) (800) 422 -4133 C. TELEPHONE (PACIFIC BELL) (800) 422 -4133 D. CABLE TV (DIMENSION CABLE) (800) 422 -4133 E. LEUCADIA WASTEWATER DISTRICT (760) 753 -0155 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. C. GRADING 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED 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 IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE 2. 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 TO FINISH WORK ON SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 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 6 INCHES AND COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, COMPACT THE FILL IN STRICT ACCORDANCE WITH THE SPECIFICATIONS. =LL wm CALL TOIL I= 1- 800 422 -4V mi ®msmmmm REVISIONS PLANNING DEPARTMENT 4. CUT AND F7LL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS 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 WASTER 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 IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJEC77ON48LE MATERIALS SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE 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. D. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM AGNEW (858) 942 -5449, 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 DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER 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 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. Z 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 A 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. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. E. HYDRO -SEED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6. 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 LBS. PER ACRE OF ROSE CLOVER b. 20 LBS. PER ACRE OF ZORRO FESCUE c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 112 LB. PER ACRE OF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. L. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN NOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON -PHYFO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15% ULPHUR APPLIED AT THE RATE OF 500 LBS. 16 -20 -0, WITH 15 PER ACRE. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM a" ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. ** BENCH MARK - TO REACH DESCRIPTION MONUMENT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE HIGHWAY 5, AT THE NORTHWEST CORNER OF LA COSTA AVENUE AND THE NORTHBOUND ON RAMP TO 1 -5, 47 FT. EASTERLY OF THE EAST END OF THE LA COSTA AVE. BRIDGE OVER 1 -5, 9 FT. WESTERLY OF TRAFFIC LIGHT AND 3.5 FT. FROM CURB LEGAL QESCRIPTION PARCEL 2 OF PARCEL MAP 10941, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, JANUARY 29, 1981 AS INSTRUMENT NO. 81 -29896 OF OFFICIAL RECORDS. SAN DIEGUITO WATER DISTRICT I LEUCADIA WASTEWATER DISTRICT REVIEWED BY REVIEWED fBY: REVIEWED BY: S t3 �3 DATE: DATE: * LW DATE: * SIGNATURE EXPIRES 2 YEARS AFTER DATE AP, ROVED DATE REMARKS DATE BENCH MARK ** SCALE • FD. 2.5" CADT DISK IN WEST END OF DRAINAGE BOX INLET IN THE NE QUADRANT OF THE INTERS. NOTED OF LA COSTA AVE. AND I -5, IN THE NW CORNER VERTICAL OF NORTHBOUND ON RAMP AND 47 FT. EAST OF BRIDGE HORIZONTAL NOTED ELEV. 47.114 NAVD88 STORMWATER POLLUTION CONTROL PUP NOTES RELATIVE TO CONSTRUCTION ACMMS 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, PLASrER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY ECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WAS UT LOCATION. CONSTRUCTION SITE ACCESS 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 GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. BLOCK PAVER ® D/W CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDR41N SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VE CLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE EROSION CONTROL 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTE1 AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS E SION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. SILT FENCE 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 3. DIVERSION DIKES SHALL BE CONSTRUCTS TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL P OTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CON OL MEASURES. 4. REMOVE EXISTING VEGETATION ONLY WHE I ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASE TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT RE VE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. 5. TEMPORARY VEGETATION MUST BE PLANT D ON SLOPES OR WHERE STRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION C NTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 7. WATER USAGE FOR DUST CONTROL SHALL ON -SITE CONSTRUCTION MATERIAL STORAGE BE MINIMIZED. LL BE CONTAINED IN A SECURE PLACE TO 1. MATERIAL STORAGE STORED MATERIALS S PREVENT SEEPAGE AND SPILLAGE. CONTRAC OR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. C CTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -S TE. 2. ELIMINATE OR REDUCE POLLUTION OF S RMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MA RIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILE3 SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. 1Bdidi�e CONTRACTORS' EMPLOYEES WHO PERFORM ONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL i IE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME ONTR4CTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND Tt EIR OWN RESPONSIBILITIES. WASTE MANAGEMENT 1. CONTRACTOR SHALL BE RESPO LE FOR PROPERTY 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 ICILY PROHIBITED. 2. NO SEEPAGE FROM DUMPSTERS SHALL E DISCHARGED IN STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVER THE NATURAL ;TOR RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPS R LIDS SHALL REMA CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLAC WITHIN STRUCTURES WTPM IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID N CONTACT WITH ANY TRASH MATERIAL. 3. MANY CONSTRUCTION MATERIALS, INCLUD NG SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, A D CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAK N TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON I I/SPOS4L OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL MM AT (76 436 -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 RKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY C NTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACE3. 6. 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. BATIQUITOS LAGOON ..n LA COSTA A PACIFIC " 3 OCEAN 5 NO SCALE THOMAS G DE 1147 A2 ENCINITAS FIRE DEPARTMENT ERIN RIST RCE: 651: L36 AS -BUILT EXP. DATE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. THIS SET OF PLANS 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS. 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS. 4. THE SOW STANDARDS AND SPECIFICATIONS FOR WATER. 5. UPDATED SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED JUNE 21, 2012. NOTE: WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM DRAIN ONLY S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING, UNLESS OTHERWISE NOTED ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY DESCRIPTION VEGETATED SWALE DEF. 2 1SHT 3 OF GRADING: 4000 SF AVG. 110 LF O 5 +4 W GRASS DET. 3 1SHT 3 DEPTH OF CUT: 1.0 FT 20 LF DEPTH t�3 BLOCK PAVER ® D/W DET. 1 /SHT 4 DEPTH OF CUT. 1.0 FT 720 SF 0 6" CONC. PAVING 535 SF E SILT FENCE DET. Ei /SHT 4 50 LF STABILIZED CONTT. DET. E2 1SHT 4 470 SF GRAVEL BAGS DET. E3 /SHT 4 ®® 10 EA NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES FOR BIDDING PURPOSES ONLY. SAN DIEGUTO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. J. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. Z ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THE NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. EARTHWORK CUT 50 CY FILL 30 CY EXPORT 20 CY IMPORT 0 CY REMOVAL & 140 CY RECOMPACTION PROPOSED IMPERVIOUS SURFACE: DESCRIPTION 1855 SF AREA OF GRADING: 4000 SF AVG. DEPTH OF FILL: 0.7 FT AVG. DEPTH OF CUT: 1.0 FT MAX. DEPTH OF FILL: 1.0 FT MAX. DEPTH OF CUT. 1.0 FT XZ AT ANY TIME AFTER TWO YEARS FROM THE DATE OF THIS APPROVAL, NOVEMBER 15, 2014 AT 5:00 P.M., OR THE EXPIRATION DATE OF ANY EXTENSION GRANTED IN ACCORDANCE WITH THE MUNICIPAL CODE, THE CITY MAY REQUIRE A NOTICED PUBLIC HEARING TO BE SCHEDULED BEFORE THE AUTHORIZED AGENCY TO DETERMINE IF THERE HAS BEEN DEMONSTRATED A GOOD FAITH INTENT TO PROCEED IN RELIANCE ON THIS APPROVAL. IF THE AUTHORIZED AGENCY FINDS THAT A GOOD FAITH INTENT TO PROCEED HAS NOT BEEN DEMONSTRATED, THE APPLICATION SHALL BE DEEMED EXPIRED S OF THE ABOVE DATE (OR THE EXPIRATION DATE OF ANY EXTENSION). THE DETERMINATION OF THE AUTHORIZED AGENCY MAY BE APPEALED TO THE CITY COUNCIL WITHIN 15 DAYS OF THE DATE OF THE DETERMINATION. = THIS PROJECT IS CONDITIONALLY APPROVED AS SET FORTH ON THE APPLICATION AND PROJECT DRAWINGS CONSISTING OF 7 SHEET, INCLUDING COVER SHEET /SITE PLAN (SHEET PI), FIRST FLOOR PLAN (SHEET 1), SECOND FLOOR PLAN (SHEET 2), EXTERIOR ELEVATIONS (SHEET 3), ROOF PLAN (SHEET 4), LANDSCAPE PLAN (SHEET Lt) AND SLOPE ANALYSIS (SHEET SA), ALL STAMPED RECEIVED BY THE CITY OF ENCINITAS ON SEPTEMBER 11, 2012, ALL DESIGNATED AS APPROVED BY THE PLANNING COMMISSION ON NOVEMBER 15, 2012, AND SHALL NOT BE ALTERED WITHOUT EXPRESS AUTHORIZATION BY THE PLANNING AND BUILDING DEPARTMENT. WA THE FOLLOWING CONDITIONS SHALL BE COMPLETED AND /OR FULFILLED TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT.• 1. UPON COMPLETION OF THE INSTALLATION OF THE LANDSCAPING AND THE IRRIGATION SYSTEM, A FINAL FIELD OBSERVATION SHALL BE CONDUCTED AND A CERTIFICATION OF SUBSTANTIAL COMPLETION SHALL BE PROVIDED TO THE CITY. THE CERTIFICATE SHALL SPECIFICALLY INDICATE THAT PLANS WERE INSTALLED AS SPECIFIED AND THAT THE IRRIGATION SYSTEM WAS INSTALLED AS DESIGNED. THE CERTIFICATE OF SUBSTANTIAL COMPLETION SHALL BE COMPLETED AND SIGNED BY THE STATE LICENSED LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR, OR AN IRRIGATION DESIGNER WHO ALSO HOLDS A STATE LICENSE IN THE LANDSCAPE FIELD, 2. THE PERIMETER FENCING MUST CONFORM TO THE STANDARDS SET FORTH IN SECTION 30.16.010.F OF THE MUNICIPAL CODE. = THE PLANS TO SATISFY THE FOLLOWING CONDITIONS SHALL BE APPROVED AND SECURED TO THE SATISFACTION OF THE ENGINEERING SERVICES DEPARTMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT /GRADING PERMIT. PUBLIC WORKS DEPARTMENT I PARKS AND RECREATION III 6 DATE: REVIEWED ✓TENT CovFµ►y? qXi4RI1K RFAL Pit0 ttY COAV -rg . PcbKIT : pCoe-OtpQO MAY SI 2'*133 A/ Po-. ko. 2ollr- 01-zor +f / 9 CO V41-'mf W PR6"'L'r Y Zo 2 Acc..sretiY uki-t: *Aco&fdv 1%4'y y tij DATE: At 004. No. Zola- Ot109 1py APPROVALS P NS PRE-PAREI, UNDER SUPERVISION OF REVIEWED - `9 -30 -1� 5 8'I; BY: BY: fi�,4� E RIST EXP. DATE: DATE: MASIH MAHER C42519 GLENN PRUM C51274 RCE: 65122 DATE: S / '.'Z i 13 DATE: t 8 3 PROJECT OWNER: TIMOTHY AND MONICA AGNEW 406 LA COSTA AVENUE ENCINITAS, CA 92024 PHONE: (858) 337 -4716 PROJECT A.P.N. 216- 030 -52 PROJECT ADDRESS: 406 LA COSTA ANENUE ENCINITAS, CA 92024 PROJECT SOILS ENGINEERING DESIGN GROUP ENGINEER: 2121 MON77EL RAOD SAN MARCOS, CA 92069 PHONE. (760) 839 -7302 PROJECT CIVIL ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 PHONE (760) 480 -7477 FAX SOILS ENGINEER'S CERTIFICATE 1, STEVEN NORRIS, A REGISTERED PROFESSIONAL GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT;THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN, THE, GRADING PLANS AND SPECIFICATIONS. SIGNED: ,/ ��° QROFESS 44 ii STEVEN NORRIS G.E. NO.: 2590 2590 S sA S * Exp1$ =3L-3� EXP. DATE: 12/31 /201d' ENGINEERING DESIGN GROUP r OfaTECHNICP� 2121 MONTIEL ROAD f OF CA%.%F° SAN MARCOS, CA 92069 (760) 839 -7302 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 CITE' OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR DESIGN, AND IT IS 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 ARISING SOLELY FROM NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER. ERIN RIST ENGINEERING DESIGN GROUP 2121 MONI7EL ROAD SAN MARCOS, CA 92069 QaoFESSiON (760) 839 -73 E. R� e BY: R.C.0 NO.: 65122 No. 65122 S Exp. 09/30/20V DATE: S'8"i3 � EXP. DATE: 91301201,39 �'�r,, civil _„R+ OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION ANDS 0 406 LA COSTA AVE, ENCINITAS, CA 92024 HT NO. DESCRIPTION 1 TITLE SHEET & NOTES 2 GRADING PLAN 3 LWD SEWER NOTES AND DETAILS 4 EROSION CONTROL PLAN CITY OF ENCINITAS ENGINEERING TITLE SHEET & NOTES "AGNEW - ACCESSORY STRUCTURE 406 UNIT 2 LA COSTA AVE WORK PROJECT NO. ENCINITAS, CA 92024 12 -103 CDP APN: 216 - 030 -89 0 �°f,N4,^ 0000 N� N CL z � Lu U' LLI z Z� ARTMENT DRAWING NO. Q in- 11532 - G w ° SHEET 1 OF 4 FE 0 U (E) DRIVEWAY — LEGEND r BLOCK PAVERS .� N89' ' 24.00�E' / (E) PRECAST ; CONSTRUCTION LEGEND 26 Z -- SUMP STATION — —, PROPERTY BOUNDARY ABBREVIATIONS ' ° �` ✓ �\ � N89'45 04'W FF FINISHED FLOOR ELEVATION / / s / / ___= l,i Fy EG= •C SETBACKS FP FINISHED PAD ELEVATION O VEGETATED SWALE PER DET 2 /SHEET 3, WIDTH PER PLAN r / 1 -1 2 _ _ BLUFF SETBACKS MAIN (E) - � FL FLOW LINE Q2 GRASS /COBBLE SWALE PER DET. 3 1SHEET 3 ' / / / `1 1 /2„ _ �I OPEN SPACE EASEMENT IE INVERT ELEVATION U3 NEW DRIVEWAY BLOCK PAVERS PER MANUFACTURER'S SPECS, / s ° / / / / ♦ �" FORCE MAIN (E) - - - -- EASEMENT IGNED BY: DRAWN BY: 1 CHECKED BY: HP HIGH POINT v TO MATCH EXISTING / r /" / / / % ° FS FINISHED SURFACE � / i'E`° -�(6 EXISTING CONTOUR FG FINISHED GRADE ® NEW 6 CONCRETE PAVING / ; " � / / / �i (E) 4 FT DA DUAL I '� ✓ / / / `f / PUMP LIFT STATION 67 -� PROPOSED CONTOUR rc TOP of GRATE (E) EXISTING / rf s // / / / / ' o" EXISTING PUMP SECTION °° (E) FLOWUNE/ FLOW DIRECTION PL PROPERTY LINE ' / / s s / / / / / Y� SCALE. 1 " =f0 FT PROPOSED FLOWLINE/ FLOW DIRECTION S .-. � (E) SEWER LINE / EASEMENT NOTES ®® (E) FORCE MAIN w__ (E) WATER LINE '� AN EASEMENT FOR TRANSMISSION AND DISTRIBUTION OF ELECTRICITI', ♦ z 1 ,.,° PIPELINES, FOR THE TRANSMISSION, DISTRIBUTION OF GAS AND (E) POWER POLE INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED FEBRUARY 17, (E) SITE/ FENCE WALL 0 Q / ✓ / / / s 1981 AS INSTRUMENT NO. 81 -47459 OF OFFICIAL RECORDS. E AREA DRAIN TO "REMAIN �� ✓ / / / � ld,.� % �•° (E) SUMP STATION TO REMAIN Q / � a` G � / �' � "" � •� r. lull, (E) PUMP STATION TO REMAIN �� (E) ROCK /GRASS SWALE TO REMAIN `° / / /r�� � / 'tie / � �o ♦ G� �� /f �• �O �� / X00 1/ // // /� � —s��g �.. �� WEA)LL�TO EMAIN� E GRASS SWALE TO REMAIN r ♦ O {G � .3 h � PROPOSED VEGETATED SWALE -11 E SPOT ELEVATION RE SWALE T!) �1h-� � � �' ry - PERMANENT BMP PER DET. � ( ) REMAIN "mss `O FS =67.3 SPOT ELEVATION / `' / ✓ ♦ �: 21 SHT J. SEE NOTES / THIS �P ` / // 4� SHEET ITEM N0. 1 tQ' s / / / ✓ EXTENpED R� ° .., p� ♦_ & GRASS SWAL NEW 6° CONCRETE PAVING ``� �✓ �"� l / .O� 'A`� q '� / ✓/ i // `'° �, ''P` :mom° `� p "�) �..5 >t ; (E) PUMP, J / r SYS T t i / / NOT TO E MODIFl D W/O 4 . t i REM \ �� , I j] I If >' A . Y Vol. ♦ b X 22 �//fll'T /O C111' PERMIT / rwmcc "P, y a p� H GIfJJ�±7LfR6j2S (E) DRIVEWAY BLOCK PAVERS TO REMAIN ,� '� �' � / " ��° �,� •�° C �" �'' � % /�° s`t� .,,.,a. �'"",�,a '.�a "�' :�" f,• � a,�,. tR . •6 f° a 0 6. I ?� *�� SIR✓• ...::. _ �.:,�. PROPOSED DRIVEWAY - BLOCK PAVERS �'� � �� �� �� PER MANUFACTURER'S SPECS TO f� /.R✓ % i / / 7 ° �� ' `�"�i MATCH EXISTING / ° �'� / ✓ / (E) GUY/WIRE RN �' =67.3 / ¢ 111C, r ti ED PROPOSED DOWN SPOUTS SDWD NOTE, � *"` % >� I 1. EXISTING 1 WATER SERVICE WITH DUAL WATER METER: 3/4 DOMESTIC AND / µp, ✓ / / / ♦ ° I" FIRE SPRINKLERS TO REMAIN. APPROXIMATE LOCATION SHOWN ON THIS PLAN. / / ! / 1 ♦ m /f II F PROPOSED ACCESSORY I1 STRUCTURE -UNIT 2 .' Isr POSER POLE ! / II r• / FF =67.5 NOTES: / �0j�. �° 8 s� j� I ` FP=66 Z 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S / ry 4 <D TQP OF BLUFF PER SOILS / / / ♦ ♦ / " ` t FS =67.1 !N' I RESULT OF 1 ANY PROPOSED WORK OR ATCTHE DISCRETION OF THE CITY FIELD A f / I IREPORT PERFORMED BY `' ♦ �# a tiff ' III INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER d / ENGINEERING DESIGN GROUP, ` A ♦ � !!! ° � � MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH % DATED JUNE` 14, 2004 / �` f u % j ♦ + ;e�1777>,� / ;if d %. ° I i WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN I /f/f % G ?s I w / d ° PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A r f ��� f / '�' g ' K I STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS / ♦ / F = .! I i OBTAINED. I =86.9 ° FP =66.0 I - 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF x CQ // // 1 / If I DRAINS SHALL DISCHARGE ONTO THE PRDA' M BAP LM/DSCAPM . / / // / �p, / / / ��% i ♦♦ u, F3 Q / I I GRAS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION COMML SHALL NOT BE MODIFIED WHOUT APPROVALOF THE CITY DEPARTMENT. ° r! i ,' / / / / // / / ♦ 9 / / (E) DRIVEWAY II / '/ // `" ♦ I PAVERS To T , r: RIGHT OF WAY NOTE REMAIN 3r-s' /OE IN � � OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPT AT LEAST TO REMAIN 1 � (E) PUMP I SWAB /Wf° I 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL / /i / �I EXISTING MAiN_�`'1 " "' SYSTEM TO Iia a + w/' Hf� RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS / J i ifl REMAIN REMAIN. SEE t PROPOSED DRIVEWAY 5 F �� SECTION / THIS THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF THE PROPERTY LINES. FF- 6, ,O� y PAVERS PER DEf 4� 3 FP= EX1.571NG GRADE SHEET MANUFACTURER'S N i / / // / / ♦ SPECIFICATIONS TO UTILITY NOTE - a _ ' MATCH EXISTING" ' ALL UTIL111ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 01 � O = � �h � - � p � � SEE FIR � 1� DRAINAGE NOTE N / a / r� /rte- ✓` /' f - �' _ ^Ag DEPARTMEN ' NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. /'" " "'° } N07E� .i WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FT AT 2 PERCENT P / /� ,✓ /� s , j y / AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. � FF =65.7 � ¢�g ♦ 1 e ���� ,� € FIRE DEPARTMENT NOTES % Ea , k\ 1. PAVING STONES SHALL BE ABLE TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS /k NOT LESS THAN 75,000 LBS. / ° f x/ A P 2. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL � �' / CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 / , - 3. MINIMUM 16 FEET DRIVEWAY WIDTH SHALL BE PROVIDED FOR APPARATUS ADEQUATE z? ACCESS. °o ° °o a" " / 4. AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL BE W�P � o ' 1 / EQUIPPED WITH AN APPROVED EMERGENCY KEY - OPERATED SWITCH OVERRIDING ALL oom- / COMMAND FUNCTIONS AND OPENING THE GATE. NOTE: ENCINITAS FIRE DEPARTMENT HAS � / l .f /, Z NW 01'_17.00 -E � � H LINE / —r 9 ..._.27.84 E .SITE `k�iLd. FI 7,(E) r, ,... M pOFESSf N3 -- '� I () SHEE oN / f // 216-0310-61 TO REMAIN 1 1; SEWER I ���rE. R EANOUT / 7 as 4� ._ (E) SEWER PAVED WIDTH 26 F,F / W Ur Q- `/ / o ; ;LATERAL GRADING PLAN No. 65122 s A z EX_ 1ST111G RESIDENCE ; TO REMAIN ( Exp. 09/30/201,2 O y L i � ' # / /° �,r' ,•� � I � 1 1 10 0 10 20 so W LL' ✓ / t 26.0' (E) ROAD &�� UTILITY SEMENT j / . _ �f� Ar o1v1� F���`! j SCALE 1 10 FT OF cA�� z Lu z 7 i REVISIONS APPROVED DATE REMARKS DATE BENCH MARK ** SCALE AS —BUILT MIN MIS MV ERIN MIS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. {� lLT •.l FD. 2.5" CADT DISK IN WEST END OF DRAINAGE _ PLAN PhREFAR! UNDER SUPERVISION OF REVIEWED GRADING PLAN FOR: z LLI BOX INLET IN THE NE QUADRANT OF THE INTERS. NOTED AGNEW — ACCESSORY STRUCTURE Lu p OF LA COSTA AVE. AND I -5, IN THE NW CORNER VERTICAL _ �y 406 UNIT 2 LA COSTA AVE 11532 —G �.$ -iS BY: BY: OF NORTHBOUND ON RAMP AND 47 FT. EAST OF Os/3o/2D1,3 4 i4 � � �-' -' � -30 -1f ' � ��- BRIDGE NOTED MASIH MAHER C42519 GLEN�lPRUIM C51274 WORK PROJECT NO. ENCINITAS, CA 92024 HORIZONTAL RIN RiSi EXP. DATE ATE: ERIN RIST EXP. DATE: DATE: ELEV. 47.114 NAVD88 i CE: 65112 RCE: 65122 DATE: S /2ZJ1 3 DATE: ar 18 B3 12 -103 CDP APN: 216- 030 -89 SHEET 2 OF 4 PROJECT No.: 124987 -5 DATE: 3 -25 -13 LWD SEWER NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPEC M770NS FOR PUBLIC WORK ON TR TION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS• MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & J. DOCUMENTS ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE cs WHATSOEVER TO LWD. 6 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL W MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH $ MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO 5 CONSTRUCTION. € 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE 3 JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 9 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL oPLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING o GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE 8 SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A c COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. a 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR 'c SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE ALL PIPE ZONE S MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET, IN THE FUTURE SHALL BE ENCASED Z IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 9 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS m OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON STRUCTURES 1 NOT SHOWN, OR IN AD DIFFERENT RENT POSSIBLE OCATION FROM ROM THATFSHOWN ON UTILITIES THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON z THE PLANS AND OTHER EXISTING FACIL177ES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONS77TUTE A REPRESENTATION OF THE Ai ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 5 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPL)7NG WITH ALL LOCAL, STATE, AND FEDERAL SAFETY o REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. Do L 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. Z 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 1 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DINGS. WITH INITIALED APPROVAL ON THE + MYLARS. i i 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE j OF THE PROJECT. 1 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY 07HER UTILITIES. 24. SEPARA770N OF SEWER / WATER AND SEWER / RELCAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS FF ELEV REVISIONS I APPROVED DATE 5- SU (L-r ` rz-- TT -,Tf 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UN77L CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 3Z ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. AANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4. 40. MH'S SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE LINING SYSTEM PER SECT 500 -2 OF THE GREENBOOK FOR: a. ALL NEW MH'S b. ALL EXISTING MH'S WITH NEW CONSTRUCTION c. ALL EXISTING LINED MH'S THAT REQUIRE NEW CONCRETE RISER RINGS 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOE- THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF THE NEWLY INSTALLED PIPES TO THE EXIS77NG MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. NOTE EARTHEN BERMS TO BE PROVIDED AT ALL FILL SLOPES SUBSEQUENT TO COMPLETION & PRIOR TO ROUGH GRADING APPROV EARTHEN BERM NOT TO SCALE 'LOPE 1. ALL NEW CONNE TIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR HALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD LL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS TCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERI7I WYES INTO AN EXISTING SEWER. 2. IF NECESSARY DI RING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISIII G SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUM ING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD S WER, IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY RE UIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FU -TIME MANNED MONITORING, NO UNMANNED BYPASS SHALL BE A LOWED. 3. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEE77NG THE SAME MATERIAL REQUIREMEYTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC S5 ER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO ENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO 1 STALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING S ALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE ?EPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PIN PIPE, OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 4. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO XJSTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO I CP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WM A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPU G BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER A TM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 LS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNEC77N PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUND FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL B TYPE 316 STAINLESS STEEL. Q. PER MJ I �I• N WALE SHALL BE PLANTED WITH ADEQUATE ROUNDCOVER OR TURF. PLANTS THAT ARE NOT RONE TO BLOCKING THE DRAINAGE FLOW MAY LSO BE PLANTED ON SIDE SLOPES. SWALE TO E MAINTAINED BY PROPERTY OWNER. SEE NOTES N SHEET 2, ITEM 12. VEG TATED SWALE 2 NOT TO StALE - / - I/ p4PW 5WA4E• Tr n.4 AVr M ZALE pvr 4 "0 -6 "0 EXPOSED ROCK OVER 1�.1 GEOTF_X77LE LINING Q I a PER PLAN PER PLAN > Z 5' -0" MIN 4' -0" MIN (E) GRADE= VARIABLE ' 10.2C) (7 6CA/) FL = VARIABLE; LONG. SLOPE 0.5- IOI1:S 1) PLACE 3 ANCHORS PER SQUARE YARD OF GEOTEXTILE MATERIAL. 2) INSTALL GEOTEX WOVEN MONOFILAMENT GEOTEXTILE (NO. 117 FF. OR EQUAL). UKAbb ANU HUCK LINED SWALE --o NOT TO SCALE PERM WENT WP DATE BENCH MARK ** SCALE AS -BUILT DESIGNED 61 DRAWN By.- I CHECK 9Y: FD. 2.5" CADT DISK IN WEST END OF DRAINAGE BOX INLET IN THE NE QUADRANT OF THE INTERS. OF LA COSTA AVE. AND 1 -5, IN THE NW CORNER OF NORTHBOUND ON RAMP AND 47 FT. EAST OF BRIDGE ELEV. 47.114 NAVD88 RIN RIST I ERIN RI SCALE: 1" =10 FT. VERTICAL NOTED HORIZONTAL NOTED - - - - -- -- L. 09/30/20153 �/ /j PLANS PREPARED UNDER SUPERVISION OF / - t. 9 -30 -1 d 9 L3 ERIN RIST EXP. DATE: DATE: RCE: 65122 �O QROFESS /ON,�� ERIN R1S� RCE: 65722 DATE DATE: E • P,WFes ae HMkIi51c�OZ�7S -_ sPB� -411AW % a6w )COICA& 54CE x-24"h/ /cE cuRa -SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. SWALE TO BE MAINTAINED BY PROPERTY OWNER. SEE NOTES ON SHEET 2, ITEM 12. LONGITUDINAL SLOPE 1% MIN OR AS SPECIFIED ON PLAN (E) GRADE= VARIABLE; I ; (E) SEWER 1 , CLEANOUT I ; (E) SELER .,. TO REMAIN 10 / 26.0' E ROAD & I UTILITY s EVENT j I p I I r� `a 3 W 3 � she II Igo? m ;i 3Zw 3 'sue ° (E) NO PARKINGf'_ r FIRE SIGN I E E SHEET 2 ,� -- (E) CUL -DE -SAC, PAVED WIDTH 26 FET I � i I �I i) i •d I 0 (E) SEWER LATERALS f, TO REMf11N i I I e 'Tj , h I i I ' 1 I I NO OBSTRUCTION OF AUTDOMATIC rA j_ l,,, V, ROADWAY DURING CONSTRUCTION. i s (E) NO PARKING > FIRE SIGN; I u �z I IS RUCTION OF ROADWAYS DURING" INSTRUCTION: ALL ROADWAYS SHALL BE A VIMUM OF 24 FEET IN WIDTH DURING NSTRUC71ON AND MAINTAINED FREE AND EAR, INCLUDING THE PARKING OF ? HICLES, IN ACCORDANCE WITH THE (FORM FIRE CODE AND THE ENCINITAS E DEPARTMENT 26.0 (E) ROAD & I yfPfJy LOC. OF I � U1TLlY EASEMENT I (0 WATFR MF EP, DUA?, 3/4" `� I DomEsT #C 1 r , SPIRI NKLERS ? II Jj F= APPRO X, LOG', O (F,) HYt knil7 I I 4 , , N ci (E) FORK( MAIN I _FM -FM -FY, --FM I"- �M a rm - A.-;'m g., -FF, _rN -FM -_"FA'a,, p m 'Vtg p` I (E Cx A.C. WATER LIME LA COSTA AVENUE (E) CUL PAVED V A; PPOY. LCeC, OF (-) RJ SIDE f €71AL PPTRANT (E) NO PARKING FIRE SIGN _ ter- w s r� n € �z7 26 FEET €° i . (E) fl,'GE O PAM t E) MH ''.fir„ ? A f +51,o If - a7: "T(s 'E�'i FiiGi14EE*PI14G SOIEvr $', TAN AND PRO 'r TIT' scWFA, i,� A COSTA AVENUE DATEz19 3-io -66 `° H -FM -FN -FM -FM _.- F� kpl APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT SEWER NOTES AND DETAILS AVEW - ACCESSORY STRUCTURE 406 UNIT 2 LA COSTA AVE WORK PROJECT NO. ENCINITAS, CA 92024 12 -103 CDP APN: 216- 030 -89 �rnon (D C5 W Q REVIEWED a 6Y: BY. &"9 GLENUPRUIM C51274 DATE: - 54 Z/ L3_ DATE: 2 SHEET 3 OF 4 PARTIAL PLAN VIEW W�io�° 00 SCALE: 1" =10 FT. �O QROFESS /ON,�� E • No. 65122 Exp. J0 7 09/30/202' C O �r41P c I V l l o���r Op 11+ CALIF APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT SEWER NOTES AND DETAILS AVEW - ACCESSORY STRUCTURE 406 UNIT 2 LA COSTA AVE WORK PROJECT NO. ENCINITAS, CA 92024 12 -103 CDP APN: 216- 030 -89 DRAWING NO. 11532 -G (D C5 W Q REVIEWED a 6Y: BY. &"9 GLENUPRUIM C51274 DATE: - 54 Z/ L3_ DATE: 2 SHEET 3 OF 4 rl EROSION CONTROL LEGEND CONSTRUCTION LEGEND N89.00' 4.00' f / ✓ / f' / 26.7 r 9 / STABILIZED CONSTRUC71ON ENTRANCE @ SILT FENCE (SC -I) /PER DET. EIISHT 4 / (TC -1) DET. E2 1SHT 4 © STABILIZED CONSTRUCTION ENTRANCE SILT FENCE (SC -1) (TC -1) /PER DET. E2 1SHT 4 � ��O DET. E1 /SHT 4 @ GRAVE EL RAGS (SC -6/ SC -8) DET. r / °� �� /♦` �° ® GRAVEL BAGS (SC -61 SC -8) DET. E3 1SHT 4 - / ; /° r ' ` ♦ / CROSS -REF CALTRANS CONSTRUCTION BEST MANAGEMENT PRACTICES aff / /� r' ✓ i fie,,• /� ��, �� � / /�� ��° �� �/ �� �� �� '�f ��,,� ` �� �,,,- � Y f�' �b / i� /� OFD' 42/4 �/ /� e / A* i r 0. f1� '01 ; i y / x114# H — B 2 8 . (E) SITE ,FENCE ' W4 LL -70 REMAIN �" ✓ i y % 3fi� o u 11 a PY ,� � � � � � � � `6 / � ` � / / ' ?� h a,` fi h ,. � � PROPOSED VEGETATED SWALE o �O s ( SWALE r / / / �/ REMAIN \ `D%, - PERMANENT BMP PER DEI r 21 SHT 3. SEE NOTES/ THIS r° / / �� d �f I y� SHEET ITEM N0. 1 < / r' EXTENDED R k GRAS AL• f f• �� ' ' ' a''� / ,.%' ''`� J°e �" / / �/� .°° „s '� '''` .M ✓' •b .3 `` f-='^' ` (E) PUM{F`C,i 1. SET POSTS AND EXCAVATE A 4x4IN(10BY10CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. W 7 2. ATTACH THE FILTER FABRIC AND EXTEND IT INTO THE TRENCH i II =11 4 x 4 TRENCH (10 CM) Q 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. �I I III I I I I FILTER FABRIC II El SILT FENCE _@ 1 NOT TO SCALE SYSrE 6 P �� f R' i € R N \ REFERENCE GISQA* TC -1 i % / % / i r r _y' € p •' °. \ , S-Nr2. * CALIFORNIA STORMWATER QUALITY j s ` ✓ ✓ //� �/ �,� ; r d ` E �6 d \ ♦ ASSOCIATION - CALIFORNIA STORMWATE ATER BMP HANDBOOK; / o y r� $! y,� 9/��. \ CONSTRUCTION .�' '✓ / f,•- �"° „,�. i ," ? f£ �\�, / ✓ / / /, ` ✓ O {E} DRAIN INLET d d (E) rr 'ell TO RE a �,,� },< f d,,, ,,••• / Ix ' fi ° PROPOSED ACCESSORY ate- STRUCTURE - UNIT 2 (��' / , / �*fi I w a, J d 2% v�r r / MIN. �f TQP OF BLUFF PER ' OILS / J� 1 / „REPORT PERFORMED BY �DESIGN GROU a d ENGINEERING � DATED UNE'14, 2004 ti 10 i d v p �► s `SO• SY K % fl CL El (E) DRIVEWAY I! ° / IN. , i PAVERS TO I EE REMAIN, L-1 Cr'v r' Z I E SWALE S�1 2 TO REMAI / L 1 (E) PUMP SYSTEM TO / ✓ d'// / f (ST REMAIN. SEE / j T i Il PROPOSED DRIVEWAY 0 G7 -FF .G CE. SECTION/ THIS i II, PAVERS PER F _ EXISTING GRISDE MANUFACTURER'S 1 SPECIFICATIONS TO y MATCH EXISTING ;� lg SEE FIRE I /� ✓° J / DEPARTMEN NOTES IS SHL / 1 4f 7-711b -t e P 7 ' , A RA 2.7I 41 f 41 s TD TIED uo •_+���.�v,,•�' / f,e. GROUND I RUMBLE RACKS - CORRUGATED STEEL Z PANELS /- 11/2" CRUSHED ROCK mij RUMBLE RACKS = CORRUGATED STEEL PANELS ELAN STABILIZED CONSTR. E NOT TO SCALE SECTION �gpudll!wj PLAN ik GRAVEL BAG DETAIL / 7 - ' oo J ' NOT TO SCALE o / r /! // / �, �' C.5 N89' 01' 17.00' - - - - - - - r _ — ^Z �(E) SITE WALL jl x':` / a QapFESS /p� Npq I T REMAIN R () /� r i a. E SEWER (E) SEWER��` °`� " °`� EROSION CONTROL PLAN (E) CUL -DE -SAC, s LATERAL 4 PAVED WIDTH 26 Ff� No. 65122 5 A TO REMAIN Exp. 09/30 MIX z o e / %I =fC RES1DkNCE�d / P 10 0 10 20 30 1 fi / ,l . 114 a t 26_0' (E ROAD & SCALE 1 " = 10 FT �' +r CIVIL R +�! W C7 t UTILITY EMENT .1 �J / e or CALM W z BLIC RIGHT - -OF -WAY PROVIDE APPROPRIATE TRANSITION BTWN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT OF WAY E2 NOTES 1. 314" ROCK IN BURLAP TYPE BAGS. 2. BURY FIRST BAG ONE HALF BAG DEPTH. 3. PLACE BAGS TWO HIGH. 4. OFFSET BAGS. REVISIONS I APPROVED DATE REMARKS DATE BENCH MARK ** SCALE I AS- BUILT -Z •1 FD. 2.5" CADT DISK IN WEST END OF DRAINAGE BOX INLET IN THE NE QUADRANT OF THE INTERS. NOTED OF LA COSTA AVE. AND 1 -5, IN THE NW CORNER VERTICAL OF NORTHBOUND ON RAMP AND 47 FT. EAST OF BRIDGE HORIZONTAL NOTED ELEV. 47.114 NAVD88 AS —BUILT UtJIGNtU ti UKAWN UY: L;Htl:KtU t$Y RIN RIS RV ERIN -R-IST- PLANS PREPARED UNDER SUPERVISION OF 09/30/2otif Z►/// �C' 9 -30 -1133 S•0.13 ERIN KIST EXP. DATE DA 7: ERIN RIST EXP. DATE: DATE: RCE: 65122 RCE: 65122 APPROVALS REVIEWED / BY: BY: MASIH MAHER C42519 GLENUPRUIM C51274 DATE: S / 2 2 / 13 DATE: 10- 423 z(D CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Q cj) EROSION CONTROL PLAN FOXGNEW _ ACCESSORY STRUCTURE Z W W ° 406 UNIT 2 LA COSTA AVE 11532 —G WORK .PROJECT NO. ENCINITAS, CA 92024 12 -103 CDP APN: 216- 030 -89 SHEET 4 OF 4