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2014-12113 G (Plans)RITHT- - WAYNOTE EROSION CONTROL STORMWA TER POLLUTION CONTROL BMPNOTES A.P.N.: 256-171-16, 17 & 18 OWNER/PERMITTEE OWNER IS T OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING RELATIVE TO CONSTRUCTIONACTIVITIES SCOT C. SANDSTROM IN THE PUBL C RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOT SANDSTROM, AT (858) 451 -8700 24 HOURS A DAY. SITE ADDRESS: FEES IT IS RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. CONCRETE WASHOUT NEW POINTE INVESTMENT 28, LLC 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 596, 598, 600 UNION ST 16880 WEST BERNARDO DRIVE, SUITE 130 D A A INA GE NOTE (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND ENCINITAS, CA 92024 SAN DIEGO, CA 92127 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER: CONTRACTOR SHALL POST A SIGN DESIGNATING THE PH: (858)- 451 -8700 NO CONCEN TED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM WASHOUT LOCATION. ZONING REQUIREMENTS STRU TURES R A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY, J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CONSTRUCTION SITE ACCESS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT R -3 U LIT OTE ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. A BBRE VIA TED LEGAL DESCRIPTION UTILITIES SERWNG ALL THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO CONSTRUCTION VEHICLES PARCELS 1, 2, & 3 OF PARCEL MAP NO. 16868, RECORDED IN BOOK OF MAPS AS AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE FILE NO. 92- 352502 ON JUNE 5, 1992 IN THE OFFICE OF THE COUNTY RECORDER GA NER,,, NOTES: REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. OF SAN DIEGO COUNTY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ALL WO 1. SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. EROSION CONTROL TOPOGRAPHY ONSTR STAND ON, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SMALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, TOPOGRAPHY INFORMATION PREPARED BY PASCO LARET SUITER & ASSOCIATES, TANDA DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO AND BONDED FIBER MATRIX. PLS 8486, ON JUNE 26, 2014 ANY RE U ST FOR INSPECTION. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH 2. 'HE SO11 REPORT TiTLED"6dVr -WA1j4 OA/UESJ%jAi/�/ AMO f�J!/IUG14TIANA��6� lJ.dil/A(IsfZ:2 %ffJ�� WORK DAY. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. LEGEND: J✓NGCe ~aYAWs/ , 14 .1g Z56- Ml-/G/ 171 110 Of- PREPARED BY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE DONI DATED . SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND BE N ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. RAINFALL. COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. 3. EPUIR PPO AND PERMITS ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE STORMWATERPOLLUTIONCONTROL 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 ITEM &STD. DWG. SIDS SYMBOL QTY SQUIRE JUN IN CONJUNCTION WITH IMPROVEMENT PLANS, RO DECREASE EROSION. POST CONSTRUCTIONBMP/IMPNOTES PROPERTY LINE 4. ITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION ADJACENT PROPERTY LINE - 5. ONTRAC SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING 1, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS CONTROL PURPOSES: EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND CENTERLINE OF ROAD - PERATI N . ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO BIND THE SOIL. SETBACKS RADING THE PUBLIC STORM DRAIN SYSTEM. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE -T. 6. E D L PER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PCC PAVEMENT (PATIOS�DRIVEWAY) 1,295 SF HALL RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR, FROM THE CITY PERMANENT BMP AREA 7. E CO ACTOR SHALL DESIGN, CONS7 UCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED ONSITECONSTRUCT /ON MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE 1,530 SF ESPON I LE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL AC PAVEMENT DRIVEWAY 3" AC 4" CLASS II BASE ( / ) REGULA7 0 S. APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY , 7,800 SF INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM AC OVERLAY i i 8. RADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL 4, NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH 1745 SF OT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. PERMEABLE PAVERS TECOGNI D HOLIDAYS. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE TRAINING 580 SF 9. 0 GRA I G OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE FINISH CONTOUR LINE / OLLOWI PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMiTTEE. CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING EXISTING CONTOUR LINE 'HE PRE PR -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS DRAINAGE DITCH (SDRSD D -75 TYPED ) Ca a <�= C= 500 LF 760) 633-2770. AND THEIR OWN RESPONSIBILITIES. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED FLOWLINE <- 10. DRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. WASTEMANAGEMENT PER PLAN) 330 SF EVELO SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF RETAINING WALL (TYPE ( EVELO SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY CATCH BASIN - 14 EA HE HA I G OPERATION. PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT PROHIBITED. STORM DRAIN (SIZE PER PLAN) 700 LF ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A 11. JPON FI L COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR 'THE BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL SEWER LATERAL SIZE PER PLAN (��� S 3 EA ( ) INAL R L OF SECURITY AN AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: GRADING UNDER PERMIT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE APFA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS v 0.# -e* HAS BEEN 'PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPRC "ED GRADING PLAN OR AS SHOWN ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAW THAT SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING " _ �- W 3 EA N THE ACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. WATER LATERAL (1) IWL EN 1 EER WHO CERTIFIES SUCH GRADING OPERATION. 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. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, DRY UTILITY P 369 LF 12. ALL G i VG SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR 0" CURB (SDRSD G -1 MOD. 140 LF ) NSPECT A D TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF SAN DEIGUITO WATER DISTRICT NOTES: DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE WENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUIT'91LITY OF ANY FILL MATERIAL. HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 6" AC DIKE (SDRSD G -5) 310 LF PON C&oPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR 436 -4151. NDER lfl SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE PRESSURE BREAK BOX ® 1 EA NTENDED USE. CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 13. 3. TH ONTRACTOP SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SOILS ENGINEER'S CER TIFICA TE DONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDR41N INLETS ON PERVIOUS SURFACES. ORK Oil THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH OF THIS PROJECT. I,leAf A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING IME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE OF THE 01 CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION 14. ALL ARE TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALT BE PLACED IN ACCORDANCE WITH SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL ON AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS TANDA SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE BE SHOWN ON IMPROVEMENT PLANS. ELECTP':AL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING STUDY, IT MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. ONTRA T R FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE PERMISSION BY SAN DIEGUITO WATER DISTRICT. DEPARTMENT, .,ITY OF ENCINITAS AT (760) 633 -2770. FURTFERMORE I HAVE REOeW THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS REMOVE 0 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES INCLUDED IN TH PO FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE AND THIN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTIN'^ WATER FACILITY (FIRE OWNERS CERTIFICATE PLANS AN ,,oFESsj015. PRE4D, ATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST ISOILS UT AN ILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEL (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. SIGNED: .�,�&Q� A. cA/ ROSS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, RCE NO.: '6 ti E TION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS ' IRECTE Y THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE EXP. DATE: cz No. 2314 m ASTC ER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. PROPER COMPLETION OF THE IMPROVEMENTS. w m' JOB #. qi tom` - b I rt z ?EMOVEI AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY * v1� GPv * s ® N� I RADING ORDINANCE. ACS, INC. r ECN i 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL 9707 WAPLES STREET, SUITE 150 j oFCA�oF 16. ALL TR ,BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL B€ COLLECTED, PILED OR OTHERWISE DISPOSED WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER SAN DIEGO, CA 92121 F OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND MY CONTROL PROJECT N0. 1405 -1 INISHE RO,M P APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED ENGINEER AND TO 8 REQUIRING PHONE (619) - 708 -1649 E SOILS CITY ENGINEER PRIOR THE DISPOSAL OF ANY SUCH MATERIAL. REPAIR OIF ALLTPO ABLESWATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN WITH THIS LAW, THESDSTRI DISTRICT ZOO IS NPDES /SWPPP NOTE 17. ME REI 0 AL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. SCOT C. N TROM DATE WDID NO: 9 37C371779 CADbi L ROGRA I. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE 9• ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN NEW POIN COMMUNI IE , INC. EFERR TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY ACCORDANCE WITH WC -17 OR WC -18. 16880 WEST BERNAR DRIVE, SUITE 130 DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF _ P PPROV D OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN SAN DIEGO, CA 92127 STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 2012- 0006 -DWQ PROJECT HE CI REE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE PH: (858) -451 -8700 (NO. 2009 - 0009 -DWQ EXPIRED 912114) (N.P.D.E.S. GENERAL PERMIT NO. CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE NOTIFICATIONS CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM LOCATION ROTEC ISTURB ED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH Tri- STATEMENT OF ENGINEER OF WORK 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE ca LL LaA Z> N0270 q-_ U/U/AN 3%r4=i%, e.VC 1vV1r -.4X 04V,1,--at 1A 3ES,4f .466W. SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF EA R , 7ORK DA TA THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOQ UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE STEEPEST = : TING NATURAL SLOPE ON -SITE 2 H i V OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK WILL BE FILED WITH THE SWRCB. A COPY COVERAGE SHALL BE FILED WITH CITY OF OF THIS PROJECT NOTICE OF PACIFIC ENCINITAS WHEN RECEIVED; FURTHER A Ell/,, MAXIMUM VE CAL DEPTH OF CUT = 5.5 FT (PARCEL F_=2.5. 2.5. PARCEL 2 = 5.5. PARCEL 3 = 3.0;) NOTIFICATION OF COMMENCEMENT OF WORK: PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS COPY OF THE COMPLETED NOI FROM THE OCEAN SWRCB SHOWING THE PERMIT NUMBER MAXIMUM V CAL DEPTH OF FILL = 4 FT (PARCEL 1 = 1.5. PARCEL 2 = 3.8. PARCEL 3 = 4.0') A. SEWERS - CSD - (760)- 633 -2770 REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. B. GAS &ELECTRIC - SDGE - (760) - 438 -6200 REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR R CUT = 7 C. Y. FILL = 1570 C. Y. C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) PORTION OF IMPORT-_ 7 C. Y. D. TELEPHONE - SBC BELL - (760)- 489 -3411 ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, REMEDIAL = 1 200 C.Y. (BLDG REMOVE AND ACT) E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 -ANY T THIS GRADING PERMIT N0. 12113 -G, AND 8Y SWRCB AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLLITY FOR THE PLANS THE PROPERTY COVERED THERETO CON AMINA N DIED SOIL REMOVAL = 400 C.Y. (PER SAN DIEGO COUNTY V.A:P.DEH2O14 -LSAM- 000219) 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE W OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY ORDER O LY WITH AND ANY SUBSEQUENT AMENDMENTS SHALL COMPLY WITH SPECIAL PROVISIONS AS SET FORTH IN SECTION IV OF (760)- 633 -2770. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND * ESTIMATE ES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAV4TION, IF REQUIRED BY J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE SWRCB ORDER N0. 2012 - 0006 -DWQ. 1 SITE CONDIT911S. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR�� AND SCOPE OF SUCH r I EAR WORK ANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.. (CALCULATED ON A THEORETICAL BASIS. ACTUAL EMPLOYEES ACTING WITHIN THE COURSE AGENCY AND EMPLOYMENT QUA N7 A VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE FIRE NOTES: FIRE SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS 13 FEET 6 INCHES. RISING 0 OF THE WORK PERFORMED BY THE ENGINEER. LEGALLY RESPONSIBLE PERSON: /0 D VICINITI'MAP DETER rt D. EFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. t. ALL APPARATUS ACCESS ROADS THAN Q(tOfESS H, L? TYLER SANDSTROM OF SAN DIEGO DEH IMPERVIOUSAREA CFC 503.2.1 Z FIRE APPARATUS ACCESS ROADS SHALL DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN l - �/s �4��� S� Fy NEW POINTE INVESTMENT 28, LLC �? 16880 WEST BERNARDO DRIVE, SUITE 130 NTS COUNTY IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES. D AMENDMENT 503.2.3 MICHAEL H. SMITH DATE � _ z RCE No. 65090 No. 65090 SAN DIEGO, CA 92127 A PfZOV IMPERVIOUS AREA AFTER CONSTRUCTION: 21.873 SQFT 3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT PASCO LARET SUITER &ASSOCIATES PH: (858)- 451 -8700 BY INCREASE IN IMPERVIOUS AREA: 21.873 SOFT / MITIGATION. MINIMAL MITIGATION SHALL BE A SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH Tr 535 N. HIGHWAY SUITE A BMP PROJECT STATUS IMPERVIOUS AREA REPLACED: 0 SQFT PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE. �} CIVit �P QUALIFIED SWPPP PRACTITIONER: SOLANA BEACH CA, 92075 q A, y TOTAL AREA OF LAND DISTURBED: 51.305 SOFT &� O. CA��F NAME. DATE: f ', PH: (858)- 259 -8212 CONTACT INFO: PRIORITY & HMP STORMWATER TREATMENT FACILITIES TO BE MAINTAINED EN ITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PARKS & RECREATION DEPT. FIELD OPS PLANNING & BUILDING AS BUILT BY HOMEOWNERS IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL A PROV WATER Eq APP VAL APPROVED APPROVED APPROVED -77 FACILITIES" RECORDED ON -� -/� 0 BY BY: BY: BY: BY: BY: f Z DATE: IZ7 -/S (yAuDlnL t- Ye4RS DAT L ' Z8 ' lJ 1C.M Ae-r_ /71' 6-Aflrg DATE: DATE: 2 (p 50-9 0 AS DOC. �( Jl lJlJl)9fY3 #' DATE: °) DATE: -4- 1(o RE I IONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DES 6Y DRAWN BY CHECKED BY ENGINEERING DEPT. APPROV S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. MHS MHS RMT MHS MOT. /E OIdO /TCA1 'SH/ AA $ 2G CITY OF ENCINITAS SURVEY CONTROL STATION ENC -26,' A 2.5" BRASS DISC IN THE SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE SOUTH HORIZONThL N A PLANS PREP R NDER THE SUPERVISION OF DATE.- -Ak-1S REVIEWEDS 01 BY• ^^' GRADING & PUBLIC IMPROVEMNTT PLANS FOR: 7T STREET 12113_G ALL° l!7h/.646V1fr1 rEr4-Sc CA 2EL// 101(1$ SIDE OF SAXONY PLACE, 200 FEET WEST OF SAXONY ROAD, PER RECORD OF SURVEY NUMBER 18416. VERTICAL: N/A ICHAEL H. SMI R.C.E. NO.: 65090 MASIH MAHER GLENN PRUIM DIRECTOR OF PUBLIC WORKS UNION 596, 598, 600 UNION STREET C7' /O 5Hrj. 2, 3 4� 3 SHEET 1 OF 5 13L S V -/7 -/ DATUM: NAVD88 ELEV.: 175.19 EXP. 12 -31 -15 2 2d 5 DATE: l DATE: 1 = APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 PLSA 2238 PLSA 2238 ov cEr �� c s7z7A�n� o2AlAr r ,eov�i� wA�. / . I F71 vo eEr ti/qu e¢ 16B 5r COR//EC ro EX /Sr mve. CHf ma s6- ce776e 0, -- sioM o.97ZD i /9- 15, I 1 PAW 1 l a l l i i (� i 111(i ! 1, v _. _ .will � I i I � � �i� i IsORMV�i�1ER BMP \ f (_ `T= _._ / /; �\ coilvoec7 �lew .B,20k/ IJ /7�'f/ Td 1 1 f, \\ 98� � 5 L CONNECT TO IXIS G CAT C BASIN , i u h l L \\\ 1 PER LETTER OF l RMISSIO FROM( % x SEEMAWA -NOTES _��- - - =�=_� x x OF �M /S5 /OtV MOM � I I �\ �� I `` BY LOT IMPERVIOUS AREA TABLE n� `G _ _- - ._--__ 0 25 -- i \ TYPICAL ABBREVIATIONS OWNER AP,N: 25� -'1191 -681 ` _ - FARC _ -_ DATED 01 -12 -2015, SIGNED 2; 10 -15 _7 �5 .- _ D MAXIMUM I ! C L �1 �T01, B `- 1f.._HT SOG>lL:�E�1C.E W ` - STALL JW -gyp �' - \ / H.P. HIGH POINT "_.�0/VG I i I \ NUM L E IMPERVIOUS LANDSCAPE ALLOWABLE d� 3� -` -=- 3- /EdTCf..'BPfll - -__ 6 -__ �- =- %x/ 2ETdt//ILG i EXISTING TYPE CAT BASIN AREA AREA INCREASE IN 158.50 fNl G ELEU -" �'- 7Q- ` s -- r f \ IE LEVEL - �x.. -.�_ / � � -�- _ -~-- _ _ ;.� � J / � � \ !E INVERT ELE1/A770N IMPERVIOUS AREA � \ _ _ ---�91T�_}�- �Rpp�R7y-- ;�x- -= - _ 1 � .; ( PAR �� �! I (154.67) lE 11 �SP) - � TG TOP OF GRATE 1 4,481.6 SF 10,272.7 SF 672 SF - - -~ 6 -' - '~`~ 155.5 IN, (6' ) - _ - ~ ti144 780` - _._.- `__ - --- I 1 E EG EXISTING GRADE - qp _�- FG FINISHED GRADE FF FINISHED FLOOR 25 N04 °48' "E ° 1W TOP OF WALL BW BOTTOM WALL PAR 3 1 1 I 1 165 EX EXIS77NGOF .... Z _ - - <- < -' IS FINISHED SURFACE 2 7,867.9 SF 7,354.9 SF 1,180.2 SF ". - :..1D: "f` - 3 ,... �� TOP OF CURB BIORETENTION�AIET 1lNJt:Fl . '........,.,. s 17 . ���� - RYS � , • .... �• � _ ..... � � 1.5% 1 4 7 4 •:::..� MtiVb FL FLOW LINE R STRUCTURE AND LID/ I I k 173.8 ' PAVEMENT PT (TYY) } £ P VE 1 71 8 HIGH Z ...'� / ...- ° PER DETAIL 4 IV 74.4 TGI 172.8 IE 2 C �fG ° 0.45 ° - EXISTING ELEVATION x " 17&0 IE x � � ( ) 1 IE ; FIRE ACCESS TEMENT T t - -1722 __ ,, 174.1 FL I 164. TW 6333 FG 7bP 163.70E STEP pAp TYPE B DRAINA E i7 TG 9 162.50 IF 16233 FG T RESERVED PER P 16868 j i DITCH PER �` P TVA, ' PAYNAGE i PAR ^ � ,, 3 8,991.6 SF 7,487.7 SF 1,348.7 SF (j ( 163.5 I � -- , _ ti =:' . _ - -� .__ _ ,_ 65.5 FG _ (�I .r "'. ww E �a � *• ..I �q :258 -171 -� /` I / j SDRSD D -75 (AREA AFL 'S{T. ` I G E � APN: 256 180 SIT7= �tiONVSTRUCTIDnI RTES SOIL RMfVA4 C,L 2 BfNEF�- 5$8 /O - -15 i G PARCEL w % ' =171 a BLDG ROOF LINE II':' TO h' ��pp g 25,6 S O 1 p jH, 1.5' NE APN: 256 -171 16 - „.,„ ��' : I ' d 1A PAR ARCH PLAN 17 .23 i! Ij 165.5 FG Q �; - PER HOC 1 NOT USED I ------- .;.. I I , I�4TE� ' G (m') �� � 2 � .. d PAD = 165.5 �15 MIN. 17 . - a j lit�A b N 175. / b' tINFF'ER �` � 1 ' _- Q2 EXIS71G TREE TO BE REMOVED RCH PLANS ` FF= 166.17 4, I � �' T 1NODIFIED I s, � �RCGGATIO r 2 -I(7 -20 0 3 CONSTRUCT BIORETEN77ON BMP AREA PER DETAIL THIS SHEET (') FENCEI T 1 TW /.00 TW %/ ❑ 7 , .r .00 6� PROPOSED ASPHALT PAVING ®P 4' I T 174 2 FL X65.5 FG ' GARAiiE, ri j - f0.- �/ CONSTRUCT PCC PAVEMENT DRIVEWAY , .•. ; : ,. F .: ; : „ PAD =1B o 1 __ - f j © CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -6 \ 163.E �\ 1 0. ❑7 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -4 r 1 .3 FL r N89° '31"W 91.97 \ !I x „ s N88 °55'S1"W 115.71' J/ ?S % 1.0 17 .0 Fl \ ) j � �� ! H� j INSTALL RIP -RAP PER SDRSD 0-40 (N0. 2 BASKING, T =1.1 ' . m 171 10 IE.8 7 8 DRAINAG ITC \ ' NS �� G 1751 TG0 D�AINE % / Q9 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -3 }t ER SDRSD D -75 I' � F �,- l--'`` /� 18 6A'� I p� _ N' ,-- . . ATR1 ' ( - WITH' UAt � � �� � I f,,I ��5� ._-- s , ,A. / .14621'= € r r x e f TE 11 LT1NG Ff CE � ' t h - r7y ,-- --./ �� ,�% � ,� / REN 170. TW Iry 1, _ 17 . l i 1 IMPORTANT PTO '..° ,'( i 1 J 5014 REM AREA 7 DE 1.5' 170.50 _� {', . .' FkGKixT• ;' 10 SYSB f S C POOL / Lj M DSCAPE BMP AREA DETAIL I ( (t - j i; L REMOVdL AREA 173.8 TW PRIVATE DRAT 178.0 FG BLDG ROOF LINE PER t^ - 1, ALL PES71CIDE IMPACTED SOIL TO BE REMOVED FROM THE PROPERTY AND j ! DEPTH = 2.5' 7 171.rBW EAS<JbIENT AC�Q ARCH PLANS (T1'P) I :? � � / / TRANSPORTED TO AN APPROVED FACILITY IN ACCORDANCE WITH THE REMEDIAL A CALCULAT]ON ! ('� it 173.74 TIN i PAfCEt 2 TO BENEFIT tT$.9 ACTION PLAN APPROVED BY SAN DIEGO COUNTY VAP JDEH2O14 -LS4M- 000256 %� V\ --1 I / 1 i � 172.6) PARCEL 3 ( 179.27 PARCEL 1 PARCEL 2 PARCEL (� it (( I PARCEL 3 �% GR ° ; o.s ( 167 7 1 24 WIDE PRIVATE ROAD, UTUJT1l 174.75 1W _ PER DO C I } I _ j j 2. THREE WEEKS PRIOR TO THE DISTURBANCE OF ANY CONTAMINATED SOIL, THE " SLOT AREA = }6,173 SF N/A N/A ( �� ( / x I % IF AND FIRE ACCESS 'SE F ^f� TED r SAPN: 256-171-1 \ ( f CONTRACTORIAPPOCNJT SHALL NOTIFY THE SURROUNDING PROPERTIES IN , � � BW - (� TO FROM AREA EXEMPT I r �� I, REED PER PER PM 16868 392 ,' ( 10; 600 UNIONS E B DRAINAGE PITCH 1 / 1r ACCORDANCE WITH SEC77ON 3.402.5 OF THE ENCINITAS ENGINEERING DESIGN MAWA CALCULATION 15,091 SF (� ( f �( 7 PAD = 178 00 ; MANUAL. TO LA D = N/A N/A \ ER SDRSD 0275 CONC. / ( �� Qf FF= 178`67 LANDSCAPE AREA 42.9xO.62x1082 = 28779 ETD N/A N/A ( / 11 I I�� - - - -- n ( / r " 1 180.116 FL m 3. FOR INFORMATION CONCERNING THE SOIL REMOVAL AND REMED14770N WORK CAPE EFFICIENCY BMP NOTES: f 1 l� I �,� - ( Y' j' ( /� SECTION / 175 } 1 8. 0 TW SHOWN ON THIS PLAN AND THE ABOVE MENTIONED REMEDIAL ACTION PLAN, 1. 2. TER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS INTO STORMWATER BMP-AR /DETAIL SHEET 4 4. 6 FG 177 r' 7 i w 17 • s 1 w / PLEASE CONTACT JULIE WELCH MARSHALL (CONSULTANT) AT (760) 214 -5723. IGATION SHALL BE DESIGNED TO LANDSCAPE IRRIGA7ION EFFICIENCY NECESSARY TO A' f� i j lw M 18 TW A APN: 256180 J. BR L E .00 -15 IRRIGATION SHALL BE GROUPED INTO HYOROZONES AND DESIGNED TO DELIVEROZ0 970.6 /; ,1 v HI PT r / 178.0 F © a I ON MOISTURE REQUIREMENTS _ f - r� -- t v 17 .00 BW i 4. SE L I j 7' IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH RAIN SENSING SHUIO ANt 3QIL- 10IRRF1 (j �( x __.__ \ { j f Al �u�/ I I - 1 7.3 T 3 D APN:256- 171 -19 G DEVICES 1 1 f \ \ - i y v `. / 2 76.77 5. 6. 7. L� BOUGHT it~pH S NTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA SOAKER HOSES OR XERISCAPIND � i�= - = -= - = - - ,(( � (_ � 1 � :. ' -1 r _Y_ � � � THE APPLICANT SHALL ADHERE TO ALL RECOMMENDATIONS AND PROCEDURES IN TOLERANT PLANTS AND LOW WATER USE PLANTS ARE TO BE USED THROUBHOUT /TIjE LANDSCdP �� DRY UTILITY;TRENCH ALIGNMENT ° I f / I^ HOUSE THE APPROVED SOIL REMEDWTION WORK PLAN COMMUNITY HEALTH AND SAFE71 WATER USE PLANTS WILL BE LIMITED j 1111 s� ( `> a - - -� i ^ V ' I f kf OVE EX DRIVEWAY a� ! PLAN AND WORKER HEALTH AND SAFETY PLAN. 8. Uf1F AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM. LOWER WATER USE ,TURFS }�j I�S• EN ROACHMENT FROM i PO 9. lI , t <_ _. I LE. I HOUSE G I THE PROJECT APPLICANT SHALL SUBMIT COPIES OF THE CHAIN OF CUSTODY, AINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING: I(fi%P f WASTE MANIFESTING AND FIELD REPORTING RECORDS TO THE CITY'S ENGINEERING IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION SYSTEM FAILURE / lI ( - �. 77.6 181. o % 18Pi 8 INSPECTOR. MINIMIZING QVERSPRAYING ONTO HARDSCAPE AREAS j /� I W iL REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION % (j i 6 �, pT _ I I/ j�o % APN., 256-170-12 ( I t ERADICATION OF INVASIVE SPECIES J APN :256- 171 -05 REPAIR IRRIGATION SYSTEM & COMPONENTS /�j/ r I i? ( i y -i . ( I A FINAL CLOSURE REPORT SHALL BE SUBMITTED TO THE PLANNING AND BUILDING REPLENISHING MULCH % / I I HC}USE'� /� rr gel " I� f ( 'PAD 1771 10' SYSB - I r DEPARTMENT AND PUBLIC WORKS DEPARTMENT FROM THE COUNTY DEPARTMENT �{ ASPFi. - I OF ENVIRONMENTAL HEALTH VOLUNTARY ASSISTANCE PROGRAM. I. 1. TW SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY /'rGRl�WTFI �. r,' . , GE fF(FINT)(1)8 I 6 I I. FERTILIZING PRUNING WEEDING AND M41NTAINIG HEALTHY PLANT GROWTH ' 4 MAINTAIN TO AVOID O�STRUC770N OF MOTORISTS VIEWS. % � �- - - - - -- _ `� ' r ''} APPROX. LO •� I � / ( '` -- ASPH. l}�'� i 187.7( � G 10. IDEN71FY WHO IS RESPONSIBLE TO MAINTENANCE - ----__ X8'1 j / 6 5 177.3 TG ) EXISTING TREE 8E ° x t71CULATING WATER SHALL BE USED IN ALL DECORATIVE WATER FEATURES x 175.40IE C] s4 ' PROTECTED -IN- CE r 176.241E / t 11. 12. MA ULCH WILL BE USED ON SLOPES LESS THAN 3:1 TO A DEPTH OF 3" TO MINIMIZE EVAPOTRANS t), !� 175.32 4 j I OIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN A HEALTHY GROWING MEDIUM FOR ALL P eL i ' - ` ` / IE FZ 7 7 FS o 18 00 INSTALL PERMEABLE PAVER PARKINU l L. SOIL TES77NG WILL BE U71LIZED TO IDENTIFY ANY SOIL DEFICIENCY AND 'OFFER AMENDMENT t' N / TG 1 ASPH. RE 0 i AREA WITH FLUSH EIGHT CURB / - ° - h k o 182.00 MENDATIONS. ; - - -- 86 IE I 1 j } SIDES) EX WA j �a 13. E ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE MAXIMUM APPLIEDrWATER ALLOWANCE (M�WA). 1 _ (3- ,0 I�TAINING `t71�5 ! ( �� 97/5.7 77.56 FS j I l S I ENSURE 4" MIN PAVEMENT WIDTH. x a l 116.33' % 180.64 , EX RET J - 17 Il FS , 36' , WALL j \ `03� ' c° �T % i Q W.40 FS 10� 1 / - < t cx. Zk- .....:;, , 172 .. IXSANG EDGE ' ' '� AS , -BUILT ASPH mu �. J r` z . .,„ -_s e i �t �� PROPOSED; - / j s - v°i Q WCUT EXISTING PA T. T l 20 10 0 20 40 60 t c i F �\ - P =-- -� v SEPARATE R IR``s M! 17W /J / °® l WATCH DOSING. OVfR,LAT PP __- Z -� - /(O �E(osd�f� -n _ _�- / f -- li ` t.�4. NEC oTf} TRA1�7i fj �� �E , r GRAPHIC SCALE IN FEET PLANNING &BUILDING - �� \�g° I f PLAN VIEW - OVERALL GRADING PLAN SCALE: 1"=20' �T CIVIC ..` 4c F CALF` REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DE PPROVALS CITE' OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. MHS RMT MHS 04 of/ azos</o/r z 15 CITY OF ENCINITAS SURVEY CONTROL STATION CORNER A D BRASS DISC IN THE SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE SOUTH SIDE OF SAXONY PLACE, 200 FEET WEST OF HORIZONTAL: 1 " =20' PL S PREPARED ER THE SUPERVISION OF DATE: 2 - 23 "/S REVIEWED BY.* /I/�• /1/1 MASH MAHE GLENN PRUIM OVERALL GRADING PLAN FOR: UNION STREET 12113 -G 6{!fT T. W.9u' A?E(! T. W, L�►Z ' M/NO/z CA(10UT A/5. SAXONY ROAD, PER RECORD OF SURVEY NUMBER 18416. DATUM: NAVD88 ELEV: 175.19 VERTICAL: 1 =20' R.C.E. NO.: 65090 MICHAEL H. SMITH EXP. 12 -31 -15 DIRECTOR OF PUBLIC WORKS DATE: Z /Z�4 /I 5 DATE: ti ,� 5969 598,600 UNION STREET APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 A BUILT- -z(. /7p. lG SHEET 2 OF 5 PLSA 2238 I i II l {I f I 1 1 l 'L d I'm '• I y, v\ 174. FS { U h v el 113 p .y 3 PARCEL 3 r { 17. h 17 z u 7' -PM-76868 w 256 -1bARCEL 21 F 16 18 18 x € tl 00. PM 16868 \ 30 Lc APAI: 256- 171 -17 'S x rn I I_ " f ;II I f738' FS o H- n z W `f ✓t` i- w 1 _ �\ 4 nC %J� 3.2 \ � 7 \ o- 6 12 _ - 20 11 ll � # '6 1 ✓ �� s 1 t ,£6'066 3.-60,TU 50N - p = °, 173 9 f \ 3 "5 q 9,69aG8A� _ U 9 73:48-TC" 173fi1- 4 175. ' 17 0 TC 172.90 P 1 3.11 P 79 . 17 tl 73.52 FS IS DRIVEWAY CONSTRUCTION NOTES ❑REMOVE AND RELOCATE EXISTING GAS METER. APPROX. LOCATION. co J 4 ` I !{ } DISTRICT TO REMOVE EXISTING a 2" WATER METER AND ABANDON 4 �� �t� EXISTING SERVICE LATERAL AT OWNERS EXPENSE. -- _ 6 INSTALL 6" PRIVATE SEWER LATERAL 0 1% PER SDRSD SS -1. _ .i ✓� t{ I PARCEL 1 I ® INSTALL PRIVATE 2 " FORCE LATERAL SEWER TO 2X2' PRESSURE PM 16868 5 " BREAK BOX PER DETAIL, SHEET 4. „1 APN:256- 171 -16 INSTALL 6" SEWER LATERAL 0 2% PER SDRSD SS -01 } ® INSTALL 4" SEWER LATERAL 0 2% PER SDRSD SS -01 SEWER PUMP f I >ISaI APPROXIMATE LOCATION OF EXISTING DRY UTILITIES. EX4CT PLAN VIEW -DRIVE AY M6 LOCATION TO BE FIELD VERIFIED BY CONTRACTOR. REMOVE AND RELOCATE AS NECESSARY. SCALE. 1 " = 20' [Z] CONSTRUCT 16' WIDE AC PAVEMENT PER DETAIL, SHEET 4. 0 20 40 60 1 GRAPHIC SCALE IN FEET R INSTALL 2' WIDE LANDSCAPE STRIP ALONG PROPERTY LINE. INSTALL PRESSURE BREAK BOX FOR PARCEL 3 SEWER - AS BUILT ® 24"X24" BROOKS BOX W/ TRAFFIC COVER. PROVIDE SEAL FOR COVER TO CONTROL ODOR. SEE DETAIL SHEET 4. - -- INSTALL PRIVATE WATER SERVICE LINES FOR PARCELS 2 & J. �nm _ ® q Ile S APPROVED DATE REFERENCES DATE BENCHMARK SCALE UT 3 2 IS CITY OF ENCINITAS SURVEY CONTROL STATION 'ENC -26,' A 2.5" BRASS DISC IN THE SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE SOUTH HORIZONTAL: SEE PLAN SIDE OF SAXONY PLACE, 200 FEET WEST OF • 'IT•� SAXONY ROAD, PER RECORD OF SURVEY NUMBER 18416, VERTICAL: SEE PLAN III DATUM: NAVD88 ELEV.: 175.19 PCR 176.86 Tlf!� ~ -- , -s- ti EASEMENTS o (I) FIRE ACCESS EASEMENT RESERVED PER PM 16868 TO BE ELIMINATED i� PRIVATE ROAD, UTILITY, AND FlRE ACCESS f / ® EASEMENT RESERVED PER PM 16868 CENTERLINE 10' EASEMENT TO SDG &E PER FILE (I) NO 75- 071973, O.R. ^- PRIVATE ROAD, UTILITY AND FIRE ACCESS ni ® EASEMENT PER PM 16968 O EXISTING 50' PUBLIC ROAR EASEMENT RECORDED 7 -21 -23 IN BOOK 937 PAGE 487 OF DEEDS. I" VCP�SS EXISTING EASEMENT FOR PUBLIC HIGHWAY ® 68.05 I 4 GRANTED TO THE COUNTY OF SAN DIEGO BY DOCUMENT RECORDED 7 -31 -36 IN BOOK 546, " VCP SS i PAGE 146, O.R. 68.00 IE CURB DATA NO. DELTA BRG RADIUS LENGTH REMARKS 1 A 855334" 10.00' 14.99' AC DIKE 2 N05'00'08 0E -- 140.02 FLUSH CURB* O A 93. 55'54" 10.00' 16.39' FLUSH CURB* 4 N88'55'46'1V -- 63.84' FLUSH CURB* 5 N88'5546V -- 16.37' FLUSH CURB* 6 A 45'00'00" 15.00' 11.78' FLUSH CURB* O7 N43- 5546V -- 2.30' AC DIKE 8 A 45 °00'00" 15.00' 11.78' AC DIKE O9 N88'5546"W -- 25.89' AC DIKE 10 A 855254" 10.00' 14.99' AC DIKE 11 N05 °00'43 1E -- 56.52' AC DIKE 12 N88 °58 57"W -- 34.04' AC DIKE 1© N88 °58'57"W -- 9.71' FLUSH CURB* 14 A 134 °31'18" 2.00' 4.70' FLUSH CURB* i5 A 41 °2836" 28.00' 20.27' FLUSH CURB* 16 N84 °58'51 V -- 12.00' FLUSH CURB* N05 °01'09 "E -- 16.00' FLUSH CURB* 18 N84 °58'51 "W -- 12.00' AC DIKE 19 A 90'01'02" 28.00' 43.99' AC DIKE N05'00'08 "E -- 14737' AC DIKE ® A 93°53'58" 10.00' 16.39' FLUSH CURB* *FLUSH CURB = 6 "X16" PCC 0" HEIGHT FLUSH CURB SPECIAL DISTRICT APPROVAL I: t 4 L, r -1 r T M7-- E3 1 x 10 00 I 'IPM 16868 / f1PN: 256- 171�-18 178A � x i atZu( -� o U Z 5 k �° 177. a U i 1 t UNION STREET CONSTRUCTION NOTES 10 DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL ® CONSTRUCT NEW PAVEMENT SECTION PER UNION ST METERS PER WAS WS -01 WITH CATHODIC PROTECTION TYPICAL CROSS - SECTION AND TYPICAL SECTION, UNION PER WAS WC -17 (PARCEL 3) AT OWNER'S EXPENSE. ST FRONTAGE, SHEET 4 Fil DISTRICT TO INSTALL 1" WATER SERVICE WITH DUAL ® CONSTRUCT 6 "X16" PCC FLUSH CURB PER PER DETAIL, METERS PER WAS WS -01 WITH CATHODIC PROTECTION SHEET 4 PER WAS WC -17 (PARCEL 2) AT OWNER'S EXPENSE SAWCUT TINE, GRIND AND OVERLAY AS NECESSARY © DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL METERS PER WAS WS -01 WITH CATHODIC PR07ECTION ® REMOVE EXISTING RAILROAD TIES PER WAS WC -17 (PARCEL 1) AT OWNER'S EXPENSE. ® 6" TYPE A AC DIKE ® REMOVE AND RELOCATE EXIS71NG RECYCLED WATER METER TO R (ENSURE IT IS NOT LOCATED IN PROPOSED OVERLAY EXISTING STREET PER PLAN AND PROFILE. TRANSITION TO EXISTING AT EDGE PAVER AREA) WATEJ PER t \\ SECTION 0 9 i + r { 4 O p I p �' ASPH. z �, H. INSTA �,k&EABLE PA � ,^� �o � PARKIN AREA WITH FLU�N I a o ^ HEIGHT ('CURB (3- SIDES)i o 0 o TO EX RMINING WALL. ,'1 WI I a W w ENSURE 24' MIN. / 1 182.5 TRAV. WAY SAWCUT EXiS71NG P x PLAN VIEW- UNION STREET iD SCALE: 1 " = 20' GRAPHIC SCALE IN FEET CURB DATA N0. DELTA BRG RADIUS LENGTH REMARKS 22 N88 °5350"W -- 44.54' FLUSH CURB* ® N88 °5248"W -- 9.53' FLUSH CURB* 24 N62-25'04 'E -- 10.88' AC DIKE } 11+80 PLANNING & BUILDING I ✓PVW/� a�3r� *FLUSH CURB = 6'9(16" PCC 0" HEIGHT FLUSH CURB DESIGNED MHS BY DRAWN BY CHECKED MHS BY ENGINEERING DEPT. APPROVA S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. in NS PREPAR UNDER THE SUPERVISION OF REVIEWED DRIVEWAY, UTILITY & IMPROVEMEN I PLANS FOR: DATE: ( Z6 BY /vi.M UNION STREET 12113 -G MASIH MAHER GLENN PRUIM R.C.E. NO.: 65090 DIRECTOR OF PUBLIC WORKS 596, 5989 600 UNION STREET MICHAEL H. SMITH EXP. 12 -31 -15 DATE, 2/24/1 DATE: 94 .s APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 SHEET 3 OF 5 PLSA 2238 PCR 176.86 Tlf!� ~ -- , -s- ti EASEMENTS o (I) FIRE ACCESS EASEMENT RESERVED PER PM 16868 TO BE ELIMINATED i� PRIVATE ROAD, UTILITY, AND FlRE ACCESS f / ® EASEMENT RESERVED PER PM 16868 CENTERLINE 10' EASEMENT TO SDG &E PER FILE (I) NO 75- 071973, O.R. ^- PRIVATE ROAD, UTILITY AND FIRE ACCESS ni ® EASEMENT PER PM 16968 O EXISTING 50' PUBLIC ROAR EASEMENT RECORDED 7 -21 -23 IN BOOK 937 PAGE 487 OF DEEDS. I" VCP�SS EXISTING EASEMENT FOR PUBLIC HIGHWAY ® 68.05 I 4 GRANTED TO THE COUNTY OF SAN DIEGO BY DOCUMENT RECORDED 7 -31 -36 IN BOOK 546, " VCP SS i PAGE 146, O.R. 68.00 IE CURB DATA NO. DELTA BRG RADIUS LENGTH REMARKS 1 A 855334" 10.00' 14.99' AC DIKE 2 N05'00'08 0E -- 140.02 FLUSH CURB* O A 93. 55'54" 10.00' 16.39' FLUSH CURB* 4 N88'55'46'1V -- 63.84' FLUSH CURB* 5 N88'5546V -- 16.37' FLUSH CURB* 6 A 45'00'00" 15.00' 11.78' FLUSH CURB* O7 N43- 5546V -- 2.30' AC DIKE 8 A 45 °00'00" 15.00' 11.78' AC DIKE O9 N88'5546"W -- 25.89' AC DIKE 10 A 855254" 10.00' 14.99' AC DIKE 11 N05 °00'43 1E -- 56.52' AC DIKE 12 N88 °58 57"W -- 34.04' AC DIKE 1© N88 °58'57"W -- 9.71' FLUSH CURB* 14 A 134 °31'18" 2.00' 4.70' FLUSH CURB* i5 A 41 °2836" 28.00' 20.27' FLUSH CURB* 16 N84 °58'51 V -- 12.00' FLUSH CURB* N05 °01'09 "E -- 16.00' FLUSH CURB* 18 N84 °58'51 "W -- 12.00' AC DIKE 19 A 90'01'02" 28.00' 43.99' AC DIKE N05'00'08 "E -- 14737' AC DIKE ® A 93°53'58" 10.00' 16.39' FLUSH CURB* *FLUSH CURB = 6 "X16" PCC 0" HEIGHT FLUSH CURB SPECIAL DISTRICT APPROVAL I: t 4 L, r -1 r T M7-- E3 1 x 10 00 I 'IPM 16868 / f1PN: 256- 171�-18 178A � x i atZu( -� o U Z 5 k �° 177. a U i 1 t UNION STREET CONSTRUCTION NOTES 10 DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL ® CONSTRUCT NEW PAVEMENT SECTION PER UNION ST METERS PER WAS WS -01 WITH CATHODIC PROTECTION TYPICAL CROSS - SECTION AND TYPICAL SECTION, UNION PER WAS WC -17 (PARCEL 3) AT OWNER'S EXPENSE. ST FRONTAGE, SHEET 4 Fil DISTRICT TO INSTALL 1" WATER SERVICE WITH DUAL ® CONSTRUCT 6 "X16" PCC FLUSH CURB PER PER DETAIL, METERS PER WAS WS -01 WITH CATHODIC PROTECTION SHEET 4 PER WAS WC -17 (PARCEL 2) AT OWNER'S EXPENSE SAWCUT TINE, GRIND AND OVERLAY AS NECESSARY © DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL METERS PER WAS WS -01 WITH CATHODIC PR07ECTION ® REMOVE EXISTING RAILROAD TIES PER WAS WC -17 (PARCEL 1) AT OWNER'S EXPENSE. ® 6" TYPE A AC DIKE ® REMOVE AND RELOCATE EXIS71NG RECYCLED WATER METER TO R (ENSURE IT IS NOT LOCATED IN PROPOSED OVERLAY EXISTING STREET PER PLAN AND PROFILE. TRANSITION TO EXISTING AT EDGE PAVER AREA) WATEJ PER t \\ SECTION 0 9 i + r { 4 O p I p �' ASPH. z �, H. INSTA �,k&EABLE PA � ,^� �o � PARKIN AREA WITH FLU�N I a o ^ HEIGHT ('CURB (3- SIDES)i o 0 o TO EX RMINING WALL. ,'1 WI I a W w ENSURE 24' MIN. / 1 182.5 TRAV. WAY SAWCUT EXiS71NG P x PLAN VIEW- UNION STREET iD SCALE: 1 " = 20' GRAPHIC SCALE IN FEET CURB DATA N0. DELTA BRG RADIUS LENGTH REMARKS 22 N88 °5350"W -- 44.54' FLUSH CURB* ® N88 °5248"W -- 9.53' FLUSH CURB* 24 N62-25'04 'E -- 10.88' AC DIKE } 11+80 PLANNING & BUILDING I ✓PVW/� a�3r� *FLUSH CURB = 6'9(16" PCC 0" HEIGHT FLUSH CURB DESIGNED MHS BY DRAWN BY CHECKED MHS BY ENGINEERING DEPT. APPROVA S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. in NS PREPAR UNDER THE SUPERVISION OF REVIEWED DRIVEWAY, UTILITY & IMPROVEMEN I PLANS FOR: DATE: ( Z6 BY /vi.M UNION STREET 12113 -G MASIH MAHER GLENN PRUIM R.C.E. NO.: 65090 DIRECTOR OF PUBLIC WORKS 596, 5989 600 UNION STREET MICHAEL H. SMITH EXP. 12 -31 -15 DATE, 2/24/1 DATE: 94 .s APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 SHEET 3 OF 5 PLSA 2238 CURB DATA NO. DELTA BRG RADIUS LENGTH REMARKS 1 A 855334" 10.00' 14.99' AC DIKE 2 N05'00'08 0E -- 140.02 FLUSH CURB* O A 93. 55'54" 10.00' 16.39' FLUSH CURB* 4 N88'55'46'1V -- 63.84' FLUSH CURB* 5 N88'5546V -- 16.37' FLUSH CURB* 6 A 45'00'00" 15.00' 11.78' FLUSH CURB* O7 N43- 5546V -- 2.30' AC DIKE 8 A 45 °00'00" 15.00' 11.78' AC DIKE O9 N88'5546"W -- 25.89' AC DIKE 10 A 855254" 10.00' 14.99' AC DIKE 11 N05 °00'43 1E -- 56.52' AC DIKE 12 N88 °58 57"W -- 34.04' AC DIKE 1© N88 °58'57"W -- 9.71' FLUSH CURB* 14 A 134 °31'18" 2.00' 4.70' FLUSH CURB* i5 A 41 °2836" 28.00' 20.27' FLUSH CURB* 16 N84 °58'51 V -- 12.00' FLUSH CURB* N05 °01'09 "E -- 16.00' FLUSH CURB* 18 N84 °58'51 "W -- 12.00' AC DIKE 19 A 90'01'02" 28.00' 43.99' AC DIKE N05'00'08 "E -- 14737' AC DIKE ® A 93°53'58" 10.00' 16.39' FLUSH CURB* *FLUSH CURB = 6 "X16" PCC 0" HEIGHT FLUSH CURB SPECIAL DISTRICT APPROVAL I: t 4 L, r -1 r T M7-- E3 1 x 10 00 I 'IPM 16868 / f1PN: 256- 171�-18 178A � x i atZu( -� o U Z 5 k �° 177. a U i 1 t UNION STREET CONSTRUCTION NOTES 10 DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL ® CONSTRUCT NEW PAVEMENT SECTION PER UNION ST METERS PER WAS WS -01 WITH CATHODIC PROTECTION TYPICAL CROSS - SECTION AND TYPICAL SECTION, UNION PER WAS WC -17 (PARCEL 3) AT OWNER'S EXPENSE. ST FRONTAGE, SHEET 4 Fil DISTRICT TO INSTALL 1" WATER SERVICE WITH DUAL ® CONSTRUCT 6 "X16" PCC FLUSH CURB PER PER DETAIL, METERS PER WAS WS -01 WITH CATHODIC PROTECTION SHEET 4 PER WAS WC -17 (PARCEL 2) AT OWNER'S EXPENSE SAWCUT TINE, GRIND AND OVERLAY AS NECESSARY © DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL METERS PER WAS WS -01 WITH CATHODIC PR07ECTION ® REMOVE EXISTING RAILROAD TIES PER WAS WC -17 (PARCEL 1) AT OWNER'S EXPENSE. ® 6" TYPE A AC DIKE ® REMOVE AND RELOCATE EXIS71NG RECYCLED WATER METER TO R (ENSURE IT IS NOT LOCATED IN PROPOSED OVERLAY EXISTING STREET PER PLAN AND PROFILE. TRANSITION TO EXISTING AT EDGE PAVER AREA) WATEJ PER t \\ SECTION 0 9 i + r { 4 O p I p �' ASPH. z �, H. INSTA �,k&EABLE PA � ,^� �o � PARKIN AREA WITH FLU�N I a o ^ HEIGHT ('CURB (3- SIDES)i o 0 o TO EX RMINING WALL. ,'1 WI I a W w ENSURE 24' MIN. / 1 182.5 TRAV. WAY SAWCUT EXiS71NG P x PLAN VIEW- UNION STREET iD SCALE: 1 " = 20' GRAPHIC SCALE IN FEET CURB DATA N0. DELTA BRG RADIUS LENGTH REMARKS 22 N88 °5350"W -- 44.54' FLUSH CURB* ® N88 °5248"W -- 9.53' FLUSH CURB* 24 N62-25'04 'E -- 10.88' AC DIKE } 11+80 PLANNING & BUILDING I ✓PVW/� a�3r� *FLUSH CURB = 6'9(16" PCC 0" HEIGHT FLUSH CURB DESIGNED MHS BY DRAWN BY CHECKED MHS BY ENGINEERING DEPT. APPROVA S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. in NS PREPAR UNDER THE SUPERVISION OF REVIEWED DRIVEWAY, UTILITY & IMPROVEMEN I PLANS FOR: DATE: ( Z6 BY /vi.M UNION STREET 12113 -G MASIH MAHER GLENN PRUIM R.C.E. NO.: 65090 DIRECTOR OF PUBLIC WORKS 596, 5989 600 UNION STREET MICHAEL H. SMITH EXP. 12 -31 -15 DATE, 2/24/1 DATE: 94 .s APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 SHEET 3 OF 5 PLSA 2238 *FLUSH CURB = 6 "X16" PCC 0" HEIGHT FLUSH CURB SPECIAL DISTRICT APPROVAL I: t 4 L, r -1 r T M7-- E3 1 x 10 00 I 'IPM 16868 / f1PN: 256- 171�-18 178A � x i atZu( -� o U Z 5 k �° 177. a U i 1 t UNION STREET CONSTRUCTION NOTES 10 DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL ® CONSTRUCT NEW PAVEMENT SECTION PER UNION ST METERS PER WAS WS -01 WITH CATHODIC PROTECTION TYPICAL CROSS - SECTION AND TYPICAL SECTION, UNION PER WAS WC -17 (PARCEL 3) AT OWNER'S EXPENSE. ST FRONTAGE, SHEET 4 Fil DISTRICT TO INSTALL 1" WATER SERVICE WITH DUAL ® CONSTRUCT 6 "X16" PCC FLUSH CURB PER PER DETAIL, METERS PER WAS WS -01 WITH CATHODIC PROTECTION SHEET 4 PER WAS WC -17 (PARCEL 2) AT OWNER'S EXPENSE SAWCUT TINE, GRIND AND OVERLAY AS NECESSARY © DISTRICT TO INSTALL 1- WATER SERVICE WITH DUAL METERS PER WAS WS -01 WITH CATHODIC PR07ECTION ® REMOVE EXISTING RAILROAD TIES PER WAS WC -17 (PARCEL 1) AT OWNER'S EXPENSE. ® 6" TYPE A AC DIKE ® REMOVE AND RELOCATE EXIS71NG RECYCLED WATER METER TO R (ENSURE IT IS NOT LOCATED IN PROPOSED OVERLAY EXISTING STREET PER PLAN AND PROFILE. TRANSITION TO EXISTING AT EDGE PAVER AREA) WATEJ PER t \\ SECTION 0 9 i + r { 4 O p I p �' ASPH. z �, H. INSTA �,k&EABLE PA � ,^� �o � PARKIN AREA WITH FLU�N I a o ^ HEIGHT ('CURB (3- SIDES)i o 0 o TO EX RMINING WALL. ,'1 WI I a W w ENSURE 24' MIN. / 1 182.5 TRAV. WAY SAWCUT EXiS71NG P x PLAN VIEW- UNION STREET iD SCALE: 1 " = 20' GRAPHIC SCALE IN FEET CURB DATA N0. DELTA BRG RADIUS LENGTH REMARKS 22 N88 °5350"W -- 44.54' FLUSH CURB* ® N88 °5248"W -- 9.53' FLUSH CURB* 24 N62-25'04 'E -- 10.88' AC DIKE } 11+80 PLANNING & BUILDING I ✓PVW/� a�3r� *FLUSH CURB = 6'9(16" PCC 0" HEIGHT FLUSH CURB DESIGNED MHS BY DRAWN BY CHECKED MHS BY ENGINEERING DEPT. APPROVA S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. in NS PREPAR UNDER THE SUPERVISION OF REVIEWED DRIVEWAY, UTILITY & IMPROVEMEN I PLANS FOR: DATE: ( Z6 BY /vi.M UNION STREET 12113 -G MASIH MAHER GLENN PRUIM R.C.E. NO.: 65090 DIRECTOR OF PUBLIC WORKS 596, 5989 600 UNION STREET MICHAEL H. SMITH EXP. 12 -31 -15 DATE, 2/24/1 DATE: 94 .s APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 SHEET 3 OF 5 PLSA 2238 PAVER AREA) WATEJ PER t \\ SECTION 0 9 i + r { 4 O p I p �' ASPH. z �, H. INSTA �,k&EABLE PA � ,^� �o � PARKIN AREA WITH FLU�N I a o ^ HEIGHT ('CURB (3- SIDES)i o 0 o TO EX RMINING WALL. ,'1 WI I a W w ENSURE 24' MIN. / 1 182.5 TRAV. WAY SAWCUT EXiS71NG P x PLAN VIEW- UNION STREET iD SCALE: 1 " = 20' GRAPHIC SCALE IN FEET CURB DATA N0. DELTA BRG RADIUS LENGTH REMARKS 22 N88 °5350"W -- 44.54' FLUSH CURB* ® N88 °5248"W -- 9.53' FLUSH CURB* 24 N62-25'04 'E -- 10.88' AC DIKE } 11+80 PLANNING & BUILDING I ✓PVW/� a�3r� *FLUSH CURB = 6'9(16" PCC 0" HEIGHT FLUSH CURB DESIGNED MHS BY DRAWN BY CHECKED MHS BY ENGINEERING DEPT. APPROVA S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. in NS PREPAR UNDER THE SUPERVISION OF REVIEWED DRIVEWAY, UTILITY & IMPROVEMEN I PLANS FOR: DATE: ( Z6 BY /vi.M UNION STREET 12113 -G MASIH MAHER GLENN PRUIM R.C.E. NO.: 65090 DIRECTOR OF PUBLIC WORKS 596, 5989 600 UNION STREET MICHAEL H. SMITH EXP. 12 -31 -15 DATE, 2/24/1 DATE: 94 .s APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 SHEET 3 OF 5 PLSA 2238 } 11+80 PLANNING & BUILDING I ✓PVW/� a�3r� *FLUSH CURB = 6'9(16" PCC 0" HEIGHT FLUSH CURB DESIGNED MHS BY DRAWN BY CHECKED MHS BY ENGINEERING DEPT. APPROVA S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. in NS PREPAR UNDER THE SUPERVISION OF REVIEWED DRIVEWAY, UTILITY & IMPROVEMEN I PLANS FOR: DATE: ( Z6 BY /vi.M UNION STREET 12113 -G MASIH MAHER GLENN PRUIM R.C.E. NO.: 65090 DIRECTOR OF PUBLIC WORKS 596, 5989 600 UNION STREET MICHAEL H. SMITH EXP. 12 -31 -15 DATE, 2/24/1 DATE: 94 .s APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 SHEET 3 OF 5 PLSA 2238 PLSA 2238 PLSA 2238 2' TRAFFIC R47ED COVER ESMT W/ ODOR SEAL. ELEV. PER PLAN I BROOKS 2 � 16 6 ( II OR EQUAL d 60X16" PCC - "i 1 2" PVC PRESSURE PIPE GARAGE PER 2� f ! li FROM PARCEL 1 ARCHITECTURAL PERIMETER FENCE I PERIMETER FENCE FLUSH CURB I MIN. 3" AC OVER 6" AC BERM AT _ � I'-11 1=1 1 I i I �! I i_ ! I!' . iIl I) I, ! -111 ( PLANS (6' MAX HEIGHT) MASONRY RETAINING (6' MAX HEIGHT) R AT EDGE OF VARIES DRIVEWAY (TYP) n EDGE OF 4 CLASS ll BASE OVER ROADWAY i i l� l i_11 11 I I I !{ 1!F II II !iI ''! l Il 2y; �- ..) I! f ({ 1J i ! 1 GARAGE ALL PER SDRSD C -4 2% ! , 111_ a ( COMPACTED SUBGRADE 2�� i 3 -1I FIG 11! Ill Ike I; pll 3,E i�:.fl 169.77 OUT LE FF PER 1 " 2 5' WALL HEIGHT ( ) 1- ii III I'J III: II 1,N� 111 �C II1�11 111 Ir iIF -I€ 4 PVC PLAN 29 rJ_ 11 1 ���1 '! `_ ` � � � , , • * 11 ' J � i I; a 11 I I �J 1= 1,11 -I (l-3 i! a j l € I !_C 1 113 I I � III- — � G 2. ADJACENT x 2:1 SLOPE TOP OF BERM ADJACENT BIORETENTION 165.0 FG (TYP) :1 SLOPE 111;— I1=i11 11_'11= !!= L�III! Ili- tE! -,I1 11i11. ='!I ', �. =j11 170.25 IE iN PER DETAIL fi 2" __3 _ A . 1 :. PRESS. PVC ° a (11' I HEIGHT) BASIN THIS SHEET 2� uI , ^ • e-; !� �, _ _ _ — _ y" € i_ _. _. _a , _. � . _ ,_, _ I I i :� (, ,� i L._�k {� ;�.-� — - -� ; 4— t� (, _ � tl � ��14 7 -.��� �I I.,_ .,I 1 I :�I!IiI__3i. __I I! i _ _ — - �L,— _� „I,� it I :.!la n, 1, Mil .!!I ~!i�11- C: -:ik =!iN!! =111 1 NI�_!1 =1i - i _ = :: ; _ — —i — — �E � Tl, l!II.I. ll1 I! 1s Ili T 1 III J._sT 11,:- 4” PVC OUTLET PIPE = 1 - t�•� (�,� ,. 4 _" _i _. _ -- - -,, ,1 -- „ I _ _ _ -11 _.i .I!. <iN ,Il, - — -- . _ — - -I1 '�1-- 1li�l!•t ���i!i�mf � li�l !�!!IaTII,1�,��E1!�!1 �111�3?�11�!1 =111- — = III -" I��- ,IMF- I}-- i11�.,� � 111 � 162.5 FG �' ,IIII =TF if i � , t - I. a—ra �, a k._• �1 MANHOLE ADAPTER PER SECTION 208 -6� EXISTING f EXISTING t PRIVATE DRIVEWAY - TYP/`kw/_1L CROSS-SECTION OF THE STANDARD SPECIFICATIONS DRAINAGE DRAINAGE NOT TO SCALE DITCH DITCH vv 2W2' PRESSURE BREAK BOX SECTION A A ECTION B —B NOT TO SCALE I NOT TO SCALE NOT TO SCALE 3'X3' CONCRETE RISER BOX DROUGHT TOLERANT 165.0 FG 1'x2" SLOT OPENING 2'X2' GRATE OPENING 165.0 FG 165.5 PAD PLANTS (TYP.) AT TOP 163.83 lE 164.5 TO AT TOP -- 16 4.5 3" HARDWOOD MULCH/ * _ - 1'x2" SLOT OPENING BIORETENTION 'ENGINEERED SOIL" LAYER SHALL !}`_} 163.33 LE BE MINIMUM 18" 28 DEEP SANDY LOAM -- �IJ-1 ! 1 GRASS COVER OR CITY APPROVED EQUIVALENT or ! ITS =T SOiL MIX WITH NO MORE THAN 5% CLAY CONTENT. _:_91 11 11 -11! II ?• 311-T� T= !,1=1! A �T# 13 L! 2 — II J ( -111 /33 f J i i- 1 % THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% -� I) �+ - - I j; j 1 3.33 G 16 FG I - �; }`{(j II,1 =1 I1= i; 1l2 f ! l -!!_ ! :,,, .:... - 162.5 ._ ! !11 17, _T_ '� I1, 11 =1)1 i!! I TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS -lL - 1f- 111�i� -iii j� ^j (j 1 11 -! s, i , 1 - - - - - 2.50 G�1 MULCH LAYER j'' I1( =1Ii— -!;PER BIORETENTION BMP DETAIL 1-1 3 " Bw =I 11€ ' 18" E 1 1 1 IMUM LAYER 4 a (" i i=111= ! _, EERED SOIL !) l ! ,- V ` J p -1 l =jl 11 i 111_!- WEEDS. ** 3 4 CRUSHED ROCK LAYER SHALL BE A / 11 -I(I !111 iTl r -11 r iTa j 1�� . ,j j _ -. - I ;. - - - - - _r (I 1-11- ' =j1 1 ? ! �1 I� . E t + ; _ I, ENGINEERED SOIL LAYER PER BIORETENTION BMP DETAIL f `I _ TYPE C -3 -- RETAINING WALL , ,- * NOTE" =' 31 3 11 =1!� SEE NOTE L c _ _ -_- 11=1 i ! 1 F-I I I=a I F- Hi I l 1.) i n MINIMUM OF 12 BUT MAY BE DEEPENED TO k 1 ;_ _ i .! 1 i l_ -1., -! : - I k(�_, I! - , y „ - -11 =' a 1 I ( IJ_! MULCH LAYER _/' e T i l 1 2 LAYER _=i , . -.ry i - f- I�-_I_ 1 i r J I 3/8" GROVEL T -1 !f) jL(! INCREASE THE INFlLTRATION AND STORAGE ABILITY 6" PVC OUTLET TO - 11 =1! 1- ' T:.. " " "s r W [= 2 -LAYER OF 3/8 GRAVEL ;tl °, ., _:::- ENGINEERED SOIL LAYER _ � -,- GARAGE FG= 165.50 I , w' FF PER —I i I` _ t h Y r - - -- r € {_� r 3 ..._t, , r ix .: L T� I! I I : I- I OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED _(I OFFSITE CATCH BASIN - - - - - - 1 11 I - _ T! ' -I RA L G VE LAYER w. 2 3/8 GRAVEL LAYER '_ ,_._ , I1_; I, FL =16 .19 I -I s ! I - r i € ,11= PLAN 10% - 9 LAYER III il_{II �I _ii!= 314" GRAVEL _,' I i=9 -� I i � i 1 * _ *SEE ti�1.!!� BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF 160.25 IE ilk- � I I : o o " >- t c 1= 1= 111 -1' i ,: •� 1i, I , - � � ,- ;PER BIORETENTION BMP DETAIL " " " o 0 0 0 0 _ -1( W i__ `=11 �i 1! -t n_! . � "' ' �1 n 3/4 GRAVEL LAYER , • •• • � --�- it k, 111 = .�_ = = -' _} : . _ 1' _ - - EXISTING t9 `t l� NOTE _.. 4 PVC FRENCH t- , : , 1 I 1 � _ , i- - -. ! ,- i OUTLET PIPE { 1 -! :� { - _ '- _ - - J t THE BIORETENTION BASIN iS 49 OF THE IMPERVIOUS AREA DRAINING TO IT. ALL BIORETENTION PLANTERS _ :..:,... p 3 "i l ly.� i l" ,� —1 1= ! L._.. _: - — �— (— ! 1;`i r n I.nl 1 111- = _, - ; i1 I _I �, i E �1 13 Jf ,1.;1 l! _ == RESTRICTOR PLATE WITH f If IITT -I J = _ _ _ -' - -" '_�_J � I � (1� i) 3 !— , � .. (i�! `!— 1 i —I I I'—J I i — i i= � 1 1�1{ .. i � _ = ,J_. - - - ' I ., 11; =: 3 , , , , I ! i L� i !� , ! 11!1 ' I ! -11 IN °1 !_ I! II ! 1iE_!I III- I,- ==11 k 7 I " m) [ , j I_= ° GRADE , -- 1 ; i_ _ i I= _ (j�1 TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT , _ -1 , -;; 111 11 "i1 1 iIa I! : (;_j,(! 3 =- 1.5 DIA. HMP ORIFICE „ - - - c- "- __ f 11! r 1 -1 " 1 - € _ I[ PROPOSED SWALE 1(x,1- !�IIII�Ii- 1l_III=1iIII !I111�1N1�11— FINISHED SURFACE -- -1- y —!i i� G—Ti- I1r-1!!4! 1°i!C * *PRIORITY HMP BASiN TO 8E MAINTAINED 159.75 —€ _! ., NOTE: 810RETENTiON BMP AREAS SHALL NOT BE LINED. I —i 11= — 4" PERFORATED PVC PERFORATIONS ®1` FRENCH DRAIN ON CENTER BY ALL 3 HOMEOWNERS EQUALLY PER BW ON EACH SIDE AND TOP OF PIPE DOC. 2015- 0059143 REC. ON BIORETENTION BMP DETAIL BIORETENTION 2 -10 -2015. BMP RISER AND LID OUTLET SECTION C—C SECTION D —D NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE FE' 53' 16' 2 TYR GRIND & I f TRANSITION WHERE CENTERLINE 1' 5' 6' VARIES TO OVERLAY OVERLAY EXISTING PAVEMENT 1- IS ABOVE EX GRADE 2% TYPICAL SLOPE TRANSITION AT 2% 4" THICK 4' DECOMPOSED 2' TC ELEVATION - � ELEVATION TO MATCH EX PVMT n 3 HARDWOOD MULCH / ' GRANITE PATH R/ES PER PROFILE 'z � SHEET 3 " c PER PROFILE SHEET 3 2% VARI� GRASS COVER OR CiTY 162.50 63.33 APPROVED EQUIVALENT FG BOT FG TOP VARIES -„ VARIES 5q MAX VARIES 2% ) - 2% 2% , _. _ i ( -- -7 , _ :.__. I 1 0 0 l - -�� 18' MIN. LAYER J. r_ o 0 0 0 0 0 0 : _ . -- ' ° -- ............... ...... _, 6X6 PCC FLUSH CURB _,::: 0 0 ...a � , . ,. — _ „ � ,. _ , _,.m,., ",. ; " . _ _ii.. E ; ., .. _" - .- 1 I - 1 !� 1 - I ENGINEERED SOIL 18 AT EDGE OF PERMEABLE PAVERS - =," _ =--_ — s — � c .-,� Y, .. -= - -t - I ! k �" ,�—}— °,. =--- I I ( -! ' — ' ( I i ' `� I 1 9" LAYER OF 3 U a ;. .1 , ^+i) ..... i � : .. . .. .:. : .....: ... ... ...... ........I l ... ...., — __...,._.i ._....s , i ,.. � ( : ( I � t -- , ! i. GRAVEL : 4 BASE COURSE /AVER 112" TO 1- AGGREGATE -! ! -._ -- ' ' - ; 1- - --' _,_� __ __ k .- - � _ - -- " -- , : '-- - -_; ___I 1 I _' t - -I NEW PAVEMENT PER � ` ' n � € - 1 24 TRANSITION NEW 12 PERMEABLE PAVERS ORCO SECTION /PLAN -MIN. 4 "AC OVER 6" "X16" _- PAVEMENT OVER EXISTING - AQUA -BRIO OR APPROVED EQUAL 6 PCC FLUSH CURB AT EDGE OF PERMEABLE PAVERS CLASS ll BASE 8" SUB BASE COURSE LAYER- 112- TO 3" ANGULAR ROCK FILL OPENINGS IN PAVER UNITS ROCK CHECK DAM AT WITH %" TO a /8" AGGREGATE BIORETENTiON BASIN 2" BEDDING COURSE LAYER SCALE NTS 114" TO 318- AGGREGATE NOTE: I PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS IMPOSED LOADS OF NOT LESS THAN 75,000 LBS PAVER REQUIRED TO MAINTAIN TYPICAL SECTION — UNION ST FRONTAGE�dsn NOT TO SCALE AS BUILT / ' _ PLANNING & BUILDING G arla3 %l� Y. OIVdi� DA R VISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DEPT. APPROV S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. MHS RMT M S 2EA� f320a/oglml " 2 I I I CITY OF ENCINITAS SURVEY CONTROL STATION CORNER A 2.5" BRASS DISC IN THE SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE SOUTH SIDE OF SAXONY PLACE, 200 FEET WEST OF HORIZONTAL: NIA PL S PREPARED NDER THE SUPERVISION OF DATE: 2 - 23 —/ S REVIEWED BY: � MAHER GLENN PRUIM GRADING & PUBLIC IMPROVEMENT FLAN DETAILS FOR: UNION STREET ( r 12113 —G iFr /nMFI/ 5 �v k( EL . S ' REi�75E A/ SAXONY ROAD, PER RECORD OF SURVEY NUMBER 78416. VERTICAL: N/A R.C.E. NO.: 65090 MICHAEL H. SMIT DIRECTOR OF PUBLIC WORKS 596, 598, 600 UNION STREET •�7•/ SHEET 4 OF 5 .� DATUM: NAVD88 ELEV.: 175.19 EXP. 12 -31 -15 DATE: ZJZ4 /IS DATE: APN: 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 PLSA 2238 PLSA 2238 COARSE AGGREGATE FILTER FABRIC ORIGINAL_ GRADE H i. ROSEED NOTES YDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO 1.1' MIN., UNLESS OTHERWISE VERTICAL) OR STEEPER WHEN THEY AREA: I I I \ \ ` ° = = ° =_ °_ - = == _ -_ _ - --- / I I SPECIFIED BY A SOILS ENGINEER A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO �' ( ` - -° - - - - l / i ! �, EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS -' - ! n A175fn199 68 ' ° _; __ _ -` -� SECTION A -A APPROVED BY THE CITY ENGINEER. ~ - -- - -- 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM M LEVEL FOR HE GROWTH OF THE HYDROSEEDED - I - - � '� `- - 1 �. _ � T -=-_. - _ - - -- - - -- -- -� f -- _ e - - - - - ._ __ _ - ' _' ` - - - -- - ° - - - - `^ X9745` _ - �"` - NOTE: GROWTH. � = ° �'A ENTRANCE IN THE FI FIELD AS NECESSARY J. hYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: I 63 164 ' .......... ::- :•.- .. -..•. ;:- -: - ,,•..• _ - - v DITCH CONSTRUCT SEDIMENT BARRIER AND A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER . I 7`� � I ; �-'`? _::;.:_:_>:�:_:.;.:�:> I .. ' :::::>;;:: >- .. ' :::•.:..: ............ . - :...•.. II - -- _ % CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE 2. 20 LBS PER ACRE OF ZORRO FESCUE rl ! --EROSION II \\ 171:8 1-73.-a -'- A J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA I' CONTROL x ; \ \\ ( _ _ _- x (( i 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) j{ I I i J I L BAG BERM /INLET 'ECT10N PER DETAIL BLANKET FOR f II L SLOPES GREATER II , __ - ),THAN 5 IN REIGHL - - - - &IG BERM /INLET r e i ` -. 71ON PER DETAIL j �" ! /� ✓ 6. 112 LB PER ACRE OF DIMORPHOLECA / 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OU1TED ON LOCATIONS (� THIS SHEEP, 7YP I i II � \ e I THIS SHE% 7YP ; / / / / /' � APN: 256 180 WIDTH AS REQUIRED W WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC I T ) I +I ! 1 7 \\ ` I / / / / TO ACCOMODAIL v STREET OR RESIDENTIAL STRUCTURES, > 1'i \\ y' f % Lu AN7ICIPA7ED TRAFFIC w 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE SOIL REMOVAL I ; ^� - �- - - - - l i I _ I r/ , GRAVEL 1>T(G BERM INLEG / / : ? EROSION b� PROTECTION PER LTNL CO F �� o � z HYROSEEOING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE 56- G 20 0 m l SALT FENCE PER, ( �� tJL77 L THIS SHEET I I I ' I _,_ -__ _ �i rF __ �\ SHEET ! \V �jj \ C�td.hrn d / . / r BLANKFf / ° SLOPS GREATER `` 772 7HAi�'5' IN HEIGHT A 19' RADIUS CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED / ! I - __ ; ; I f II x ( / y I \ \�RF�OV -f 5 I t -_ - �o -- -_ -- / 50' MIN 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 ,1 R - - -.r`= _ _ _ - C� ° j - COI `67MC 77ON ENT RAGE DMIL MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 1 I L %i�EEEAAA °55'51 NWO '31 " 1.97' - \ f 3 NOT TO SCALE C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. - N88 SOIL REMOVAL AREA DEP7H =2.5' % 4. RS4S TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. �- - � - � -y y � �� A ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF � � _ ^- - ✓ j I I 1. TRACK WALKING SLOPES STEEPER THAN 6: L 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM' 1 ABOVE /, t r / - E 7, / B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. 1. ADJUS77NC THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 1XI ! ! - I f ( i '"` I GRA BAG CHECK -4 ' / ' I f I ff I i I i _ POOL } x / 2. THE ADDITION OF SOIL l,MENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. -� / ( \� l I / ' ! / t , 1 3.t1 C ( 1' ? 1 I / 1 f I 1 % ! RUNOFF TWO LAYERS OF GRAVEL BAGS K17H ENDS OVERLAPPED H PROJECT R SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE ? }� f 1677 X11 �� ! x %a ( r`/ Nx� I / / ( r 0.3 l t - -- / /1 f GAP BETWEEN BAGS ACTS AS SPILLWAY PE M NENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. // i j j j <k" jf ) f A ACENT PmOPERTY DISTURBANCE NOTE "� j I / � ° 175 � I l j �I GONG. a' l N ( GAVEL BAG DETAIL NOT TO SCALE ALI DI A SU AD, HE WORK PROPOSED ON THIS PLAN , S ENTIREI Y WITHIN THE APPLICANTS PRC i IY. IF ANY BANCE TO ADJACENT PROPERTIES IS AN71CIPATED AS A RESULT OF ANY PROPOSED WORK, TIEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND TIED TO THE CITY PRIOR TO START OF ANY SUCH WORK ANY DISTURBANCE ON THE ENT PRIVq,E PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND ? 1 1Q 170.8 j� j� _ 1'' ^ I '� 1 x T, o�'i " N I � { •' , / I I >_ # _ / ^ 1 w MO j APN: 256- 171 -19 I APN�256- 180 -15 r I SO TH TIED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL EQUIRED PERMISSION IS OBTAINED. - -- _ �k - - (y ^ I f f l ,' HOUSE f 1. SET POSTS AND EXCAVATE A 2. STAPLE SILT FENCE TO THE POSTS Al ITIONAL NOTES - - - HOUSE I ? i -- ` / 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND LINE OF POSTS> =. 1. RO`�ION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) U., BE IM1IPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT ! �I APN: 256 - 170 -12 E, 1 APN: 256 - 171 -05 I j / x 178.4 � t 4s A �j o I 8 ALONG THE ONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO �-- REVENT ERODED SOIL FROM LEAVING SI(E MATERIALS MANAGEMENT BMP MUST ALSO BE OLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE T ATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHvUT AREAS, ( HOUSE v + i ' A j \ - ASPH. �- �� -- / OVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER PERVIOUS SURFACE. fl I -- - -- -/ !t� - a - I i 1 x - .� ASPH. 88.8 r x I 187.7I ' x �-- -a° MIN.(10 CM) 2. VO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCM) SHALL BE ALLOWED. OCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET �I - ( �!- __ - I -t7�5 ° �( t I ion 1` I ASPH. / �� I J. EXTEND FABRIC INTO 4. BACKFILL AND COMPACT THE THE TRENCH. EXCAVATED SOIL 3. 4LL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE x / 17 7k x I S a I .33' r $ / ` INGEE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL 505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27 f _ ) I ,µ... r v a a <- <- N8 3' 1 "W 208. 6' a.yItJ11 Y ie f -: . �jL JS L ";j T4 ' ;•µ l �� I I I I RLTER FABRIC I�I /( II 4. F CONSTRUCTION RUNOFF AND SILT /SEDIMENT ENTERS BASIN DURING CONSTRUCTION, 1ORETENTION BASIN MEDIA SHALL BE REMOVED AND REPLACED TO ENSURE OPTIMAL TREATMENT .7 �� „ s �ce.,Y� .;�.3`c � .a,_. ..___ '�, •: ..�-r'', - :;: ',e}tus,« I � ERFORMANCE POST CONSTRUCTION. �� R�11t RW - R161- - - " F / % / x 1 C ASPH. - \ CONSTRUC7ON ENflTiWCE - -- - - -- -i -` f ° ! - DETAIL THIS SHEET _ Y Yv -T GRAVEL B4 BERM PEHi Q \ GRAVEL BAG PER R1V° -W-_ -_ } v vvv wvwv .? v vn P f - PP __ SILT FENCE DETAIL NOT TO SCALE r PLANNING & BUILDING PLAN VIEW - EROSION CONTROL PLAN SCALE: 1 " =20' 20 10 0 20 40 60 GRAPHIC SCALE IN FEET 9e REVISIONS e CPWA/C/TCf1' APPROVED DATE REFERENCES DATE BENCHMARK CITY OF ENCINITAS SURVEY CONTROL STATION 'ENC -26,' A 2.5" BRASS DISC IN THE SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE SOUTH SCALE HORIZONTAL: 1 " =20' SPECIAL DISTRICT APPROVAL DESi BY DRAWN BY CHECKED BY ENGINEERING DEPT. APPROV S REVIEWED BY.• /1 /1 CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT EROSION CONTROL PLAN FOR: UNION STREET DRAWING NO" , 12113 -G MHS RMT MHS PLAN PREPA D U ER THE SUPERVISION OF DATE: /-Z6' /T �E �YZOSZOsVCi�J.VT L• • SIDE OF SAXONY PLACE, 200 FEET WEST OF SAXONY ROAD, PER RECORD OF SURVEY NUMBER 18416. DATUM: NAVD88 ELEV.: 175.19 VERTICAL: 1 " =20' R.C.E. NO.: 65090 M HAEL H. SM17N EXP. 12 -31 -15 MASIH MAHER GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: �24/ IS DATE: ZA APN: 596, 5959 600 UNION STREET 256 - 171 -16, 17, & 18 CASE NO: 14 -216, 217, 218 SHEET 5 01= 5 • Z /G ` PLSA 2238