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2017-13257 SG (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, 2. N/A 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING, 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13257 - SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKF/LLS 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 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREA;, TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE, 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL, 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE N EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAjj PMcCslti AT (16p - $O , 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY. 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 01 -HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPIIMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPIIMP FACILITYAND /OR THE TURF {LANDSCAPED AREAS. 4, NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPEIMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES 0 HALL HEREON WN H NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM S 0 O S THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO 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 REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 1 ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING 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 WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 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. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEYARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIREALL MATERIALS T.0 BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW Qf ESS/ OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC Q� L4 PROTECTION IN ACCORDANCE WITH WC 17 OR WC -18. � 6 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, OA 92075 ph 858.259.8212 1 ffa 858.259,4812 1 plaaengineering.com DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC LOCATION: E.SIDE NRTHBOUND HWY101,0.5 MI N OF CHESTERFIELD ,10' W. OF N. END GUARDRAIL RECORD FROM ROS 18416 ELEVATION: 73.61' DATUM: NAVD88 SCALE HORIZONTAL: N/A VERTICAL: N/A Na 80356 Exp. 12/31/18 AS -BUILT ff 6-t6 T ER G. LAWSON DATE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCKAND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER, BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS, DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED, NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. CARDIFF SANITARY DIVISION - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760 }438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800- 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E CABLE TV - COX COMMUNICATIONS- (760) -806- 9809 X -2233 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, LEGAL DESCRIPTION LOTS 47 AND 48 CONSOUDATED INTO ONE LEGAL LOT IN BLOCK 10 of CAAVff, IN 7HE CITY Of ENCWITA4 COUNTY OF SAN DIEGO, ACCORDING TO TW MAP 7NEREOF NO 121 PRO IN THE OPRCE OF TI4E COLWrYAECOROEROFSW DIEGO COUNTY NOVBI 99 14 1110. AS OESCKIBED IN ERANT bLEO krcom D APRIL 16 2017 AS VOC. # 2017 - 0174011. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4_,289 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 4,092 SOFT INCREASE IN IMPERVIOUS AREA: 0 SOFT IMPERVIOUS AREA REPLACED: 751 SOFT EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT= 4.3' MAXIMUM VERTICAL HEIGHT OF FILL = 25' CUT= 180 CY FILL = 30 CY EXPORT = 150 CY ABBREVIATIONS LEGEND BS = BOTTOM OF STAIR ELEVATION BW = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FG = FINISHED GRADE FL =FLOW LINE FF = FINISHED FLOOR GF = GARAGE FACE IE=INVERT ELEVATION TG = TOP OF GRATE ELEVATION TIN = TOP OF WALL ELEVATION TSW = TOP STEM WALL OWNER'S CERTIFICATE DANIEL McQUEEN AND LISA McQUEEN, HUSBAND AND WIFE AS JOINT TENANTS 233 SOUTH HELIX # 14 SOLANA BEACH, CA 92075 SITE ADDRESS 2405 MONTGOMERYAVE. ENCINITAS, CA 92007 APN: 261 - 112 -31 VICINITY MAP AT S I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 1 (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT 0 APPROVED P NS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: v irnl �l $1111% SOILS ENGINEER'S CERTIFICATE I, NIA A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 25, 2016 AND FOR AN UPDATE ON I 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, I 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: NIA RCE NO.: GE NO.: EXP. DATE: JOB A- STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: / -� _ DATE: TYLER G LAWSON PASCO, LARET, SUITER & ASSOCIATES 535 N. HWY 101, SUITE A, BMP PROJECT STATUS SOLANA BEACH, CA 92075 PH: (858) 259 -8212 RCE EXPIRES 12131118 SHEET INDEX 1. TITLE SHEET 2 GRADING SHEET 3. EROSION CONTROL SHEET STANDARD FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT z � 1 uW �n, 4 a61 �7 I T I.17 SIGN it DATE SIGN ATE SIGN DATE N DATE O-N DATE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. TGL OAF TGL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVE GRADING PLAN FOR- PLANS �I' /� 2405 MONTGOMERY AVENUE AA. 13257 - SG R.C.E. NO.: 80356 MASH MARE EDWARD W. D ANE If APN: 261 - 112 -31 _- 5/3,11 5'•1.17 TYLER G. LAWSON EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 09 -074 CDP SHEET 1 OF 3 - 9 U U wa �w am va Oz co cn J a0 06 (If w w h� COU) w° J 0= U Z (n a M d �n LEGEND APN 261 - 112 -29 APN 261- 112 -23 R/W RIW RAW RAN PROPERTYLINE 40' KEYSTONE BLOCK RETAINING WALL 40' CENTERLINE OF ROAD I I, SEE SEPARATE IMPROVEMENT PLA S 20 20 20' 20' RIGHT -Of -WAY APPROXIMATE TING lSEDGE 16' 19 17` 16' EX 2 LOCATIONOF ,'! OFF 1 ALLEY IMPROVEMENTS PER I 13' _ 2' - -�3.0' SEPARATE PERMIT SEE (EXISTING 8 "HCP -- -- - -- - BUILDING OUTLINE WATER MAIN '. - IMPROVEMENT PLAN 10400 -1 TW= 144.20 APPROXIMAT LOCATION OF 2 2% ° z �Iz W BW= 143.33 2% 2/ �I ¢I 2% 2% 2% SETBACKS EXISTING 8" V SEWER MAIN rk2 _ \ - -- - - -- - - - - Q I GF =190.0 GARAGE FACE ELEVATION -- W -- L= 141.3 `_ ` a !� a - - - PCC RIBBON GUTTER PER EP. I I -III- - - - - i S __._ . S , S S -- __ S, _ t1L- S o - 1(_- _ r� _._- _ SS __. __ -_ S - I (_ - - _ - I , 2'WIDEACSW E INSTALL PERVIOUS Y I- - - - I- EXISTING III- III -III- _ AL I I, I I - Iii - III -III -I I I® MASONRY RETAINING WALL PER SDRSD C -02 EXISTING EDGE ° a (FL = 142:99) EXISTING _ -_ _ 4 "AC OVER 6 "AB PAVER SWALE AC BERM a a \� 5.0° .. 2.0% I I I- OFPAVEMENT 1 AC BERM I -I I 1 =1 (1 -I I- -I hI (I -I I !_ MASONRY RETAINING WALL PER SDRSD C -04 a -= - 142.651 -- - - - -- - EXISTINGAC INSTALL 6 "x 16" ' ' -I I -I ' ' EXISTING AC s 3 v . AL�`E� �. B V'd - - {{� = 141f/26� W - W PAVEMENT j v BW =1.30 6 PAVEMENT PCC FLUSH CURB PROPOSED CONTOUR LINE 4 FS = M2.67 �+ NOTE: NOTE: 142 _ 36 50 ¢1 - ._ __ APPROXIMATE LOCATION OF CONTRACTOR TO TRANSITION PROPOSED 4 "AC OVER 6 "AB CONTRACTOR TO TRANSITION PROPOSED j ND g EXISTING 12 "AC WATER MAIN STREET IMPROVEMENTS TO EXISTING STREET STREET IMPROVEMENTS TO EXISTING STREET PERMANENT BMP AREA (SIZE PER PLAN) 4 � = 308.27. \ °so - - - - d o DISTR+CT TO UPGRADE APPROXIMATE LOCATION Of APPROXIMATE LOCATION OF S = 14242 CONDITIONS TO THE SATISFACTION OF THE CONDITIONS TO THE SATISFACTION OF THE FG 88.30 , . FG = 138.30 o TO DUAL WATER METER \ \ 1 0\ 18.70' EXISTING 8"VCP SEWER MAIN ClTYENGlNEER EXISTING8 "VCPSEWERMAIN CITYENGINEER / AT OWNER'S EXPENSE ° PCC PAVEMENT 1 FENCE @ PL PER \ xl N - - -�\ N HP = 142.00 I�CHITECTURALPLANS I \ - -- m J FS 14.1.66 142 TYPICAL SECTION - DUBLIN DRIVE TYPICAL SECTION - MONTGOMERY AVENUE TW= 138.30 FS = 142.76 PERVIOUS PAVER SWALE w 4 _ °v o FS = 141.66 NOT TO SCALE NOT TO SCALE 1 BW = 136.50' I .. = 138 I F� 136 40V HP = 136.60 y FS = 140.66 6 "x 6"& 6 "x 16" PCC FLUSH CURB 1 ^ a } TG = F0.37 e d 7 4 RAN APPROXIMATE LOCATION OF' ` I IE�13700 °p� CO 140 20' - - - - - - - - - 4 "PVC STORM DRAIN TG = 136.36 EXISTING 8" VCP SEWER MAINS 9 ° ALLEY PORTION OF EXISTING I IE= 135.36 \ I Z r 1 . GF = 140.45 TG = 140.37 GRADE TO BE REMOVED ❑ YARD DRAIN 4 TW =136.50 p 8 2 %SLOPE IE= 139.30 FOR ALLEY IMPROVEMENTS I DRIVEWAY BW = 136.50 \ FG = 136.60 ° 11 FG = 136.60 2/° SLOPE SEE IMPROVEMENT PLAN 5' S' _ 3.5' APN 261 - 112 -31 tq - EXISTING CONTOUR LINE FL = 135.30 FF= 137.40 LIMITS OF EXISTING 2% ° TG = 140.37 EXISTING BUILDING VEGETATED BMPAR JNOT TO BE PAD 136.70 GARAGE TO BE REMOVED 19% WALL TO REMAIN UV EXISTING WATER MAIN (SIZE PER PLAN) MODIFIED WITHOUT PERMISSION 138 ti i -I (r 0% 8% GARAGE FROM THE CITY O ENCINITAS I LIMITS OF PROPOSED FS = 143.00 ! { v �( FG = f35�3 _ - ---- ---------- - - - - -- FS = 137.25 0' ,- EXISTING DECK . -_._ W ___- _ EXISTING WATER SERVICE AC SWALE AT EXISTING EDGE OF ' ° _ AREA = 31 SF ALZDIT(0 FS = 142.60 I I I (� =. ? - - _ FENCE Pt PER FS = 141.66 I - - -� I _ 1 % TO REMAIN PAVEMENT PER SEPARATE PERMIT h FG�3830 -_ - @ I EXISTING FF = 137.44 SEE IMPROVEMENT ALAN 104001 u ARCHITECTURAL PLANS FS = 140.66 GF =140.45 I I - I f R1W MONTGOMERY 8m TRENCH DRAIN EXISTING EDGE- II�� -� I -1 l OF PAVEMENT N 1�= 133.43 ,b FL= 136.00 INSTALL8 "STEEL CHANNEL -� I ICI I I- �r�_TTT -1l� - -rrr ((r 77T FS 132.20 AVENUE -� (- III =I I TTI I I- - III -�� mTT�- 71T= ��� - - -, - -, SLOPEF I W W `A TRENCH DRAINAT LOW POINT III- FINISHED GRAD LIMIT FS= 134.28 n - E�- III hI i -� (I�I I I PERVIOUS PAVER SWALE W FS = 134.18 z TA S: ° A�� �`��� _ _ 2% ARCHITECTURAL APN 261- 112 -32 SECTION B DASHED LINE EXISTING CRAWL V I i- \ CONSTRUCTION NOTES APPROXIMATE LOCATION OF I / p,5% PLANS _ SEE IMPROVEMENT PLAN EXISTING 12 "AC WATER MAIN 4 - 'Q ( REPRESENTS SPACE TO REMAIN I 10400 -! \'11 NOT TO SCALE 13 v FS =13732 x EXISTING GRADE 4 'PVC OEXISTING WATER METER TO BE UPGRADED TO A DUAL WATER METER AT J � o ! ° 10 FS = 137.17 STORM OWNER'S EXPENSE PER WAS WS -09 EXISTING BUILDING DRAIN INSTALL 6 "x 16" FS= 133.64 . r EXISTING RESIDENCE 0.5' TW= TOPOFWALLAT PCC FLUSH CURB O2 EXISTING WALL TO REMAIN CONTRACTOR TO PROTECT IN PLACE FINISHED SURFACE INSTALL 6'x 16" FS = 134.04 I 11 FG = 133,24 EX FF = 137.40 S SB PCC FLUSH CURB O3 EXISTING POWER POLL TO REMAIN. CONTRACTOR TO PROTECT IN PLACE. 10 FENCE PER SEPARATE APN 261 - 112 -31 R 1�1 FENCE PER SEPARATE ARCHITECTURAL PLANS R/W ® CONSTRUCT RETAINING WALL PER SDRSD C -02 ( 13p BW = BOTTOM OF WALL ARCHITECTURAL PLANS DASHED LINE r ° FG = 132.00 AT FINISHED GRADE I REPRESENTS APN 261 - 112 -31 O5 CONSTRUCT RETAINING WALL PER SDRSD C -04 i X32 FL = 134.00 AC SWALE SEE FG = 137.8 EXISTING GRADE ' 20' I FL = 131.95 DUBLIN I TW =138.30 TIN = 140.66 FS = 140.50 APN 261 - 112 -32 FG = 132.90 tiMITS OF PROPOSED IMPROVEMENT DRIVEWAY 1 © TRANSITION ALLEY IMPROVEMENTS TOEXISTING ALLEY CONDITIONS TOTHE I ; ( \ ADDITION \ PLAN 10400 -1 DRIVE i ---- - - - - -- -- _ I ®_ SATISFACTION OF THE CITY ENGINEER 10 0.5'MINCOVER EXISTING (36.60 BW= 136.60 III -I i I -III -I (I -I I ICI Q7 8" TRENCH DRAIN m I ° F -1 7 5 gi� P OVER FOOTING TYP. I F= TOP OF FG =136.6 _ I FENCE @ PL PER . ' 0 = 7. 5 - 5 4REA PAVEMENT (� I -I S RCHITECTURAL PLANS I �I a FL = 132.00 FOOTING -I I I I I i e 11- DRAINAGE SWALE ® 4 " PVC STORM DRAIN I � 4 0 1' . EXISTIN ECK (FG= 132.90) 40ACOVER II- II -' I 6 G = 132.20 v TO 1l�I Q 0 DRAINAGE SWALE (9 YARD DRAIN �� SYS a -- . 3 a I f FG =13220 TYPICAL DETAIL - RETAINING WALL 6 °CLASS + +AB I j -� LJ� RETAINING WALL RETAINING WALL 101 INSTALLL 3 x TREES ' RIP RAP ENERGY DISSIPATER PER TO D 40VED / E - 130.40 \\ I t��_ _ NOT TO SCALE /� PER SDRSD C-04 / 9 - � � � L/-\ PER SDRSD C -02 SECTION A O _ ROCK CLASS = No. 2 BACKING \ - - - - - rl 4 NOT TO SCALE T= 1.1' 10 � _r � OP OF FL = 130.00 m �O SLOPES VARIES PER PLAN FL = 130.00 130 SWALE SHALL BE PLANTED WITH ADEQUATE 00 - - - 1 X211 - • GRNOT PRONERTO BLOCKING THE DRAINAGE OR TURF. PLANTS THATARE a DEPTH VARIES CO$RR�F e ' FLOW MAYALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT DROUGHT TOLERANT DKSSIATM d' • i6" PER PLAN MATIFAPPLICABLE FS =136.3 PLANTS (TYR) TG 136.1 FG =136.3 = ERVIDUS PAVERS IN RAN TO BE 6 "x 16" PCC EXISTING EDGE n �2 6 "x 16 "PCC MAINTAINED BY HOMEOWNER IN 4 "P RAIN OUTLET 16" PCC I _, FLUSH CURB OF PAVEMENT :BMP 08' 1.0 2� i i1 I I r, °ife o FLUSH CURB MAINTENANCE REMOVAL IEOUT= 127.10 FLU URB s' STORM DRAIN OUTLET N PERVIOUS PAVER SWALE - -_ I FG 1353 I - PER SEPARATE PERMIT SEE DOC # 201-7 99 y 2" HARDWOOD MULCH/ I7� PER DETAIL THIS SHEET YPICAL DETAIL - STORM DRAIN OU GRASS COVER OR CITY IE OUT= 127.10 IMPROVEMENT PLAN 10400 -1 REC / 1 - -I 6" MIN. ENGINEERED SOIL ]5' _ SEE NOTE BELOW NOT TO SCALE I i I o APPROVEDEQU/VALENT 1 � MONTGOMERYA VENUE h I� -I I- � I 2"MIN. 318" GRAVEL *SEE NOTE BELOW RED SOIL --f- �5-- -�, _ -- -)! -I (( ^. •= .•,,� ` M - - 2 "LAYEROF318" �J v E-- - - - --wr - 16 MIN. 314 CRUSHED ROCK j i R/W � R/W I .1_LL� � LL � ' %' 15 1, 6" LAYER OF 314" GRAVEL APPROXIMATE LOCATION 7OF i 1i -1 **SEENOTEBELOW 2 EXISTING 8 "VCP SEWER MAW Z5' 75' * *ENGINEERED SOIL "LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX VARIES I ( WITH NO MORE THAT 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50.60% PER PLAN 3' ( SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 10-30% TOPSOIL. pFESS/ 4 "PVC PIPE NOTE. VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL G L,� IE= 133.43 GRADING PLAN 2% 8" 2% ° CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5/o UNLESS OTHERWISE 1 „ =10' APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. BIORETENTION "ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18" DEEP PER COUNTY OF SAN DIEGO LOW I I ( -III- I ( `III _I-I Iy- I I �- III -I I NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION it Exp. 12/31/18 IMPACT DEVELOPMENT HANDBOOK APPENDIX G - BIORETENTION SOIL MEDIA (BSM) EXAMPLE SPECIFICATION. KEYSTONE RETAINING � + ` ** WALL PER SEPARATE " -' ' -I I -T ' TYPICAL DETAIL - VEGETATED SWALE ., 3!4 "CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAYBE DEEPENED TO INCREASE THE INFILTRATION AND IMPROVEMENT PLANS 1" APPROXIMATE LOCATION OF `i' C►Y1L STORAGEA81lITYOF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED 2 DIP EXISTING 8" HCP WATER MAIN r ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA 10 5 0 10 20 30 4 0AC OVER 6" NOT TO SCALE CLASS it AB 8" THICK PCC RIBBON DRAINING TO IT ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE. GUTTER OVER 6" CLASS 11 AB mm NEEM� NOTE PASCO LARET SUITER B/ORETENTION AREA DETAIL cPC,9l�. �d GRAPHIC SCALE IN FEET CONSTRUCTION MATERIAL SHALL CONFORM TO 1 THE STANDARD SPECIFICATIONS FOR PUBLIC & ASSOCIATES NOT TO SCALE TYPICAL SECTION -ALLEY WORKS CONSTRUCTION, CURRENT EDITION CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 NOT TO SCALE ph 958.259.8212 1 & $58.259.4812 1 pleaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY' TGL I OAF I TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A6 -160pa: DESCRIPTION: 2.5" BRASS DISC a PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED GRADING PLAN FOR: LOCATION: E. SIDE NRTHBOUND HWY101 0.5 MI. N. HORIZONTAL: 1" = 10' t'O L %' ��_ l�G, DATE: Y-IS'� �+ OF CHESTERFIELD, 10'W. OF N. END GUARDRAIL LER G. LAWSON DATE �� �_ Q��- 2405 MONTGOMERY AVENUE 1 32557 - SG MASIH MAHER EDWARD W. D ANE 11 RECORD FROM: ROS 18416 VERTICAL: R.C.E. NO.: 80356 APN: 261 - 112 -31 ELEVATION: 178.54' _ DATUM: NAVD88 17.1 LER G. LAWSON 5/3 /I7 �' REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 12/31/18 DATE DATE PLANNING CASE NO: 09 -074 CDP SHEET 2 OF 3 lr1 IQ z R 1n U wQ rw Qm U¢ Z Og QO 06 aw w h� U)_ U) m I- a IX yS�yS JAS O= 0z LO aLo RUNOFF EROSION CONTROL LEGEND PROPOSED CONSTRUCTION TR -I ENTRANCE PER DETAIL A 5' GRAVEL BAGS PER DETAIL B SE-4, SE -6, SE -10 SILT FENCE PER DETAIL C SE -1 n n n FIBER ROLL PER DETAIL E SC -5 FR — — 3" TO 6" COARSE AGGREGATE 120 MIN. T PROFILE PLAN I PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT -OF- WAY *LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL DETAIL A: CONSTRUCTION ENTRANCE NOT TO SCALE GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4BY41N(10BY10CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. O 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC WIRE _ DETAIL C. SILT FENCE NOT TO SCALE a 2 { s .1N - -- Wes- W - S I ' X11 .r i 1€ I S1L-T'F 9ElAIL C T i I �1; yi I w r J I Q i I I GRAVEL BA( DAM PER i THI U) i I� i I �n i 7 U) L11111111110111mmmo o MONTGOMERY AVENUE EROSION CONTROL PLAN 1 "= 10' GRAPHIC SCALE IN FEET 8 MIN SPACING VEHICLE AC °w o w `r 200' (SEE P DIRECTION OF STREET FLOW SANDBAGS (TYP) NOTES: 1. GRAVEL BAGS ARE REQUIRED. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE AS SHOWN ON THESE PLANS. 3. THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON THE APPROVED EROSION CONTROL PLAN DETAIL D: GRAVEL BAG SPACING NOT TO SCALE - SANDBAGS (TYP) W =75% OF ROADBED WIDTH 8 MIN SPACING FOR VEHICLE ACCESS W X 20 - 30' 5' 31' -40' 7' 4V - 50' 9' 51' -60' 10.5' 61'- 70' 12' SPACING OF ROWS OF GRAVEL BAGS SLOPE OF STREET CHANGE NO. PAVED STREET APPROVED UNPAVED STREET 10% OR MORE 25' AS -BUILT 25' 18" HIGH MIN 9.9% TO 8% 50' 1' HIGH MIN 50' (3 BAGS) 79 %706% 75' (2 BAGS) 75' V HIGH MIN 5.9% TO4% 100' HORIZONTAL: 1" = 10' VERTICAL:. 100 PLANS PREPARED UNDER SUPERVISION OF DATE: �•�% R.C.E. NO.: 80356 LER G. LAWSON EXP.: 12/31!18 3.9% OR LESS fool- �+�e 13257 - �7�7 100 (2 BAGS) ..�.. . y iiiiii W III -V -V -V FIBER ROLLS -V y G � „ -V \ •'•'• '' y hl �..� I,' . ,','.". y SPACING MEASURED ALONG FACE OF THE %j \\ ,�,''' III SLOPE VARIES PER \/ TABLE BELOW INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION DETAIL E. FIBER ROLLS NOT TO SCALE & ASSOCIATES CIVIL ENGINEERING + LAND PUNNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 ( pleaengineering.com W O z In U W Q FW am U Q az w J QO �Q W W h� >> U° g� 0z aLo CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED eY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT ®RAWING NO. TGL OAF TGL 45`$JSC. �� DESCRIPTION: 2.5" BRASS DISC LOCATION: E. SIDE NRTHBOUND HWY101,0.5 MI N. OF CHESTERFIELD, 10' W. OF N. END GUARDRAIL RECORD FROM: ROS 18416 ELEVATION: 178.54' DATUM: NAVD88 HORIZONTAL: 1" = 10' VERTICAL:. � � ��f/p'�S PLANS PREPARED UNDER SUPERVISION OF DATE: �•�% R.C.E. NO.: 80356 LER G. LAWSON EXP.: 12/31!18 RECOMMENDED: APPROVED: � - /- iL•.�I1 -1 -�— MASIH MAHER EDWARD W. EANE [I /� �/ S/3 (7 �� T "� DATE J DATE eROSION coNTROI P�aN FoR: 2405 MONTGOMERY AVENUE APN: 261 - 112 -31 PLANNING CASE NO: 09 -074 CDP �+�e 13257 - �7�7 YLER G. LAWSON DATE S Ll•�' j���. $N (1.7.16 SHEET 3 OE 3 REVIEWER INSPECTOR SENIOR ENGINEER W O z In U W Q FW am U Q az w J QO �Q W W h� >> U° g� 0z aLo