Loading...
2016-13054-G (Plans)It ::. RIGHTOFWAYNOTE EROSION CONTROL . STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTMNAC77W71E5 OWNER-: ,. SHEA HOMES LIMITED PARTNERSHIP TACT BRYAN BIN EY AT 858 526-6529, 24 <: CONCRETE WASHOUT 9990 MESA RIM ROAD i OWNER IS TO OBTAIN A CONSTRUCTIONS PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 L IN CASE EMERGENCY WORK 1S REQUIRED, CON N ( ) ' - „ • ' SAN DIEGO, CA 92121, ' .'HOURS PRIOR TO WORKING iN THE PUBLIC RIGHT OF: WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. ''CONTRACTOR SHALL ESTABLISH AND USE AN ADEWA SITEELY. SIZED CONCRETE , , - SLURRY �IMORTAR STUCCO. ` ^ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT ISTHERESPONSIBILITY OF THE , „ WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE: f7 IS ILLEGAL TO WASH CONCRETE, E 7S. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES PLASTER AND THE. LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL <710 A 712 CL " SS OWNER TO KNOW WHERE HIS/HER, PROPERTY LINE DURING THE RAINY SEASON (OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 710 Al 712 DARK AVENITE "G ' �' I ym DRAINACENO7E STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCA77ONS. TO FACILITATE RAPID ENCINITAS, 12 92024 , ,"?' s•' am Leu nDlAawo CONSTRUCTION OF TEMPORARY EROSION' CONTROL MEASURES WHEN RAIN 1S IMMINENT. CONSTRUCTION SITEACCESS APN: 256-122 45, -46 .OVER ADJACENT PROPERTY LINES WATER IS A STABILIZED CONSTRUCTION SITE ACCESS SHALL ;BE`PROVIDED FOR, VEHICLES EGRESS AND INGRESS TO PREVENT NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTEDPR . LEGAL DESCRIPTION y ' it TO GRAIN. AWAY FROM STRUCTURES FOR A MINIMUM O' S FEET AT 2 PERCENT AND BE CONVEYED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED :ORMODIFlED WITHOUT THE APPROVAL OF THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH As 3" CRUSHED AND/OR CORRUGATED S7EEl..- TO AN APPROVED. DRAINAGE FACILITY. - ENGNEERING INSPECTOR. - PANELS/PLATES. PARCEL is (M7k 156-122-46-20) '.. o n. UTILUYNOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL BE VICES, TO WORKING ORDER 70 THE CONSTRUCTION VEHICLES ' LOT 9 IN BLOCK f OF AWnnT , ACRES M THE COMITY OF so DECO, STATE IR CA COUNTRNMY PRACC29M1VO 24.IINHP < SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -.OFF PRODUCING RAINFALL q SPECIFIC AREA AWAY FROM GUTTERS AND S70RM DRAIN SHALL+BE DESIGNATED. FOR -CONSTRUCTION VEHICLES PARKING, �� NO. i79]• FNID IN rOFFor BE COUNTY REGC4PDER•SL�'WT MEfA COUNn APR 2y, 79T1. ALL U77LI71ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND, , ; VEHICLE REFUELING,AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE ppNC0. Z (APN: 256-122-0-PO) ;T .SITE- ' .� 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE ' LOT tO 0H B.CCI(T OF AN'1GV10 ACRES; M 7TK COUNTY C SW DIEGO. SWE OF CNJFDRNA, PCC0.4MIM TO w GENERAL NOTES , ' REWIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN ` EROSION CONTROL •' :: IMP THEREOF NO, 1791, F7Lm.M 711E OFFICE OF THE COUNTY RECM70ER C SW 0.E4V L17UNTY, MRN 29, 192<' CIRCUMSTANCES WHICH MAY ARISE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED " EICEPW RIFREFROM RAT PONION OF SW LAND DESCRIBED IN GRIM DEED RECORDED JANWRY 15, 1963 AS �C 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, ITHE STANDARD SPECIFICATIONS .I AGAINST EROSION. BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND INSnbeff W. 8269 OF RECMRDS TOGETHER mm: 'VILYNRYMAP _. i FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN .CONSTRUCTION STANDARDS O' THE Cltt OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO COVER VEGETATION, AND BONDED FIBER MATRIX •TINT PMRBMI OF LOT 21, OW BI,OfJ( 1,OF AWiC+DO ACRES M THE GVUTRY OF SCR RECORDED O STALE OF ? COMY,JII x.Ts :. ENCINITAS AND :THE 'SAN DIEGO AREA REGIONAL 'STANDARD DRAWINGS, ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT. ARE UNSAFE OR ARE P07EN77AUY UNSAFE. ACCCRMNG:TO UAP THEREOF NNMQQ... 1791, FEED IN IHE OFFICE O Tiff COUNTY flEL17RL:D O SW DIED? COUNY, T REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR ,:: - : NO EXCAVATION AND GRADING ACTIW71ES ARE ALLOWED DURING WET WEATHER. APRIL 29, 1924, I= FASIFN.T' OF INE FTJLLOMNG D6DxBm COURSE (3)E INSPECTION. : 7. ALL EROSION CONTROL MEASURES PROVIDED PER ME APPROVED GRADING PLAN SHALL 8E 'I : - •E INCORPORATED HEREON DIVERSION .DIKES SHALL BE CONSTRUCTED'TO CHANNEL : RUNOFF AROUND THE CONSTRUCTION SITE :CONTRACTOR SHALL ROM AT IME NORTHEAST CONTCR OF LOT 25 W SAID &DICK I OF AWC1C0 ACRE$ STUD NORRffA57 CORNER BEING AT LYXIROINIIFS Y=326,8BZ7B FEET AND P 117LED '`"PRELIMINARY GE07ECHIYICAL INVESTIGATION. PROPOSED .. PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES X=1,661,670.87 TFEL BEAU) END. IRE FOUDM9NG NUMBERED Ca/FSES: (I) ALONG Off NMRTHBH.Y LINE of SW LOT t NORTH 69 DEGREES 26' 4S' WEST. 2 THE SOILS REPORT AND PUEBLA STREET 8. GRADED 'AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE O- 20Z47 FEET,' (2) IFAWIC SW (ARBHNLYIME NORM IS.OEGREES.,NY N" WEST, 15646 FEET, BOBORTH 10 GROW IS' 4Y NETT, 601.01 FEET O A F09TT SINGLE-FAMILY RESIDENTIAL DEVELOPMENT, NORTHWEST OF CLERK AVENUE CALIFORNIA"LOPE AT ME CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY MIEN 'ABSOLUTELY NECESSARY. LARGE' PROJECTS SHALL BE CONDUCTED IN PHASES :. W/R01 fNARS' F/ORIII 78 OEGREFPS 21'. W" FAST. 15009 FRET FROM DE ENGUllII75 STATION 'A" 16I100 P.0.T., MLID 11 SD-S OFINE MPA:NIM+Y7 OF i 2015, REP RTNO. PREPARED HA ADVANCED SIDE CONSIDERED AS PART OF THIS INC. DATED JULY Si5 : 2015, REPORT NO.. 1402-09-8-4 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL . " TO. AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS PDMiD WORKS' SURYfl OF 197, fAIWEEN FNCN6TAS AND ROIRE 78. ' AGING SHALL BE DONE IN ACCORDANCE WTTH THE RECOMMENDATIONS AND SPECIFICATIONS 9. ALL 'REMOVABLE PROTECTIVE DEWCES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH UNNECESSARILY THEY HELP DECREASE EROSION.• I GRADING CONTAINED IN SAID REPORT. WORKING DAY WHEN THE . FIK (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT PARCEL 31 (MKS'I OF A", 256_I72-49TYO 40%. SILT AND OTHER DEBRIS SHALL: BE REMOVED AFTER EACH RAINFALL. ' TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION fS NOT IMMEDIATELY PLANNED FOR LO! II M BLPdR 1 OF A_ _I.. ACRES M 711E CWN/Y O SW DIEGO, STATE OF GxllANNW, ACCORMNO Rl MM HEREOF N0, 1791, FKID W THE GTHCE OF , 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY ( ) - EROSION CONTROL PURPOSES EROSION SHALL BE. PREVENTED BY PLANBNG FAST-GROWING ANNUAL AND PERENNIAL � �ry RECORDER M PTO F SW L RIL �• I924' - OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION V47H IMPROVEMENT PLANS. GRASSES TO'SH/ELD AND BIND THE SOL EYCEPBNG RIFRBRON BHT PoR�TI O` SW LAND DESCM&D M GWHT GEED RECORDED 1AN(LARY 15, 1963 AS W57MTME7R NO.. 67L<9 OF OFFICIAL RECORDS STORMWATER POLLURONCOMROL POST CONSTRUCTION BMPNMP NOTES RATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. PARCEL 4:(APN. 256-I12-N5' -00) 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY O-FSIIE GRADING. - PLANT PERMANENT VEGE : PARCEL A AS SHOWN ON�IE O COMMI4HCE AS EWDERCED BY DOCUMFM RECORDED AUGUST Z 2017 AS INSTRUMENT NO. 2017-OH9&5 OF OTFTCAL •t - ` '' - 1. FOR STORM WATER : POLLU770H CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS , _, RECORDS O MORE 0 Y DESCRIBED AVX O ACUFOUOWS: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED TO PROTECT ADJACENT ELUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS, AND LANDSCAPE AREAS PRIOR WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED,. BNT OF NO. 79 LOT B IN BLOCK I OF A4Q"ADO RUTTY, EC THE CITY SA DEGODAi COUNTY OF S9, MEW, STATE OF CAM OF Tiff ACCORDING RI THE WW PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE SURFACES IN , • '.THEREOF W. T DE RE M ED OFFICE O1 THE COUNTY AFILE RECORDER a2 9, F I RECORY, APES RIB D W F PA EASTERLY OF FOUFASffRLY LINE Cf PARCEL. 2 REPLACED OR REPAIRED TO CONDITION EXISBNG PRIOR TO GRADING ND/OR' INTO THE PUBLIC STORM DRAIN ; (NOTES CONRNUEO ON SHEET 6T - PF. RwT aWTT DEED •WOWTr' 15, I963 AS FlT£ NO. 8269. OF OTTICAL RO.nRO.g DESCRIBED MORE PARTICULARLY AS fa10W5' SYSTEM. fi. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS TO COLLECTION AND DISCHARGE ONTO THE STREET A . , NOTIFICATIONS BECWMNG AT A POW OF! THE NMPMERLY LINE OF SW LOT ZD, OISTAN(MMIC THE NORBERLY LINE OF SW LOT NORTH EL 28'46' O D DEED R FEET FROM Bff ' DISTURBED V EL DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLU77ON CONTROL SHALL . NORTHEASTERLY CORAFD OF LOT 20. SW POINT BERG THE NORTRASMY 000 OF THE QUID OESDWM W PARCEL 2 OF SW GEED RECORDED 1 NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. C M I90 AS FILL NO. SM. OF OFTICAL RECORDS ENGINEER OR A LICENSED LAND SURVEYOR. i. THE: EXISTENCE AND LOCATION OF UNDERGROUND '.UTILITY PIPES AND STRUCTURES ON THESE PLANS WERE GRAN. TO APPROVED BMP MP FACUTIES OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES THENCE MOAC DIE-fDuaWlxc (4) uDE� CW,QSES: AND MAINTAIN ALL SAFETY DEN INCLUDING 3. ALL IMPERNWS AREAS WITHIN THE SITE SHALL I EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCTAI AFE DEVICES, SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL AND/OR TO TURF OR LANDSCAPED. AREAS WITH. ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TO PR07ECT ANY EXISTING UJIU71ES OR STRUCTURES LOCATED AT ME WORK SITE. IT IS THE CONTRACTOR'S !(I) SWIR 81YRY4g• FAST 49,IO FEET ALONG BUD NORTHERLY UNE OF LOT 20 TO BIE NWIIIIFA57ERLY CSRNW THEREOF SAFETY AND HEALTH STANDARDS, LAWS AND. REGULATIONS FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY RESPONSIBILITY 70 CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR (p) SWIH OS78'42' NETT IZD,µ FFETALONO THE FASBALY DIME OF SORT i0i 20 7o THE SWTHEtSfFRLY CORNER THEREOF, ' AND/OR THE NRF/LANOSCAPED AREAS - VERIFICATION AND LOCATION OF UBURES AND NODFlCA77ON OF COMMENCEMENT OF WORK: : (,7) NpRTII W281 1 REST I6.7,5 FEET ALONG THE SOUTHERLY LIVE OF SW LOT 20 TO Bff SWMFhSTERLY CORITW OF THE UNS "I IN PARCEL 2 OF 14� ), 8. GRADING ,AND EQUIPMENT OPERATING (WITHIN ONE-HALF. (1/2) MILE OF A .STRUCTURE FOR - A. SEWERS -LSD-(760)-753-0155 l STUD GEED: " `I HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF5.30 PM. AND 7.30 AM. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS; OR ANY'07HER IMPERVIOUS AREA B. GAS & ELECTRIC - SDGE - (760)-436-6200 (4) NORTH IO19'4z' WE37 1 20 FEET GONG RlE FARBILY LOVE OF BIE LAND DESCRIBED IN SAID DES TO THE POINT OF SEGIMIA'G VI •' NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. C.".WATER - SAN DIEGUITO WRIER. DISTRICT-1-800-227-2600 T s 4 D. TELEPHONE - SBC BELL - (760)-489-3411 SOILS ENGINEER'S CERTIFICATE -' 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL -A PRE -CONSTRUCTION MEETING HAS BEEN 5, DRIVEWAYS SHALL HAVE A MINIMUM 2R CROSS'SLOPE TOWARD THE IMP/B,MP AREA OR HAVE E. CABLE N - COX COMMUNICATIONS-(760)-806-9BO9 X-1233 - 'HELD ONGTE WITH THE FOLLOWING PEOPLE PRESENT.• Cltt INSPECTOR,. CIVIL ENGINEER, SOLS ANOTHER APPROVID DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT. RUNOFF AND DISCHARGE IT ��- - j SJERW A. CH4VEY A REGISTERED 'CIVIL ENGINEER M THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD ENGNEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE CONSiRUC710N :MEETING SHALL BE TO AN ADEQUATE IMP/BMP: - 2'CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR N BEGINNING ANY WORK ON THIS PROJECT... APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPUNG AND STUDY OF THE: SOL CONDITIONS PREVALENT WITHIN SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. PHONE. (760)-633-2770. THIS S17E WAS MADE B11jj ME OR UNDER MY DIRECTION ON APRIL 3, 2014 AND FOR AN UPDATE ON JULY 7 2015 ;ONE 6. ALL STORMWATER IMP/BMP FACUTIES SHOWN HEREON SHALL NOT. BE MODIFIED OR ALTERED COMPLETE. COPY OF THE SOILS REPORT COMPILED FROM THIS .STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO to. PRIOR TD HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHOUT A PERMIT FROM THE CITY. TOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION, PHONE: (760) 633-2770. ALL WORK '.WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO: AND RECEIVE APPROVAL: FROM THE CITY 3. THE ED AITAC THE OFFICE OF THINCL . ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE PROPOSED HAUL ROUTE. E DEVELOPER SHALL COMPLY WITH ALL CONDITIONS I71ONAL IMPERHOUS SURFACES NOT SHOWN ON THIS PLAN MAY PERFORMED;VATHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL RECOMMENDATIONS INCl. IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS ` ENGINEER IRE THE PROP THE 7. THE INSTALLATION OF ADD AND SPECIMqs�j -AND REQUIREMENTS THE Ott ENGINEER MAY IMPOSE WTTH REGARDS TO THE HAULING O'ERABON. NED. -� a°YEtt"'omOWNER'SSTATEMENTFORSWPPPPROJECTS ♦ .,0 REQUIRE TI1AT THIS PLAN HE REVISED OR THAT A SEPARATE ENONEERINGPERMIT BLY.WITH. STORM SIGNEDI� a 2 - 1t. UPON 'FINAL COMPLETION OF THE. WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED 7O COMP "'S� Hy Fy APPROVAL AND OR FINAL RELEASE OF. SECURITY, AN AS GRADED CERTIFICAHOV" SHALL WATER .BEST MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN. IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE O" ONE ACRE OR MORE, %AN ADDITIONAL.CERTIFICATION - ;; m 4; GRADING A / A RCE NO.: 2J14 < z 1 BE PROVIDED STATING.- °THE GRADING UNDER PERMIT `NO 13054-G HAS BEEN PERFORMED IN IMPERVIOUS NON-COMBUSTIBLE ROOF- THAT. WILL NOT ALLOW 'RAIN WATER TO ENTER THE WILL BE REWIRED. THE OWNER /DEVELOPER SHALL EXECUTE STATEMENT BELOW..: I u.' Nu 2at4 m SHEEiiNOEX -SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED ENCLOSURE. THE ENCLOSURE SHALL, BE. LOCKABLE AND LOCKED- WHEN, NOT IN USE. A BERM : / 30 / k v t - 1, TIME SHEET - DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH 'ALL THE REQUIREMENTS a: THE MOST RECENT STATE EXP. DALE: FO ♦c r AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE SHALL BE INSTALLED AT ALL OPENINGS N HOLD T ANY LIQUIDS THAT ESCAPE FROM THE r 2-A GRADING PLAN; THE BERM AND TO PREVENT ANY FLOW OF STORM. WATER THROUGH THE TRASH ENCLOSURE AREA. RESOURCES CONTROL BOARD ONSTR) ORDER, WASTE WATER DISCHARGE KITH FMENTS FOR DISCHARGES TE STORMWATER, f - „ "r� Ecc♦It' P♦ CIVIL ENGINEER KID CERTIFIES TjOCN GRADING OPERATION. - wcn♦IOU :-: 5. SECTIONS AND DETAILS THE. BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROVING O' THE DUMPSIER IN, AND RUNOFF ASSOCIATED WITH CONS7RUCTIO! ACTIVITY. IN ACCORDANCE WITH SAID, PERMIT, 'I STORMWATER POLLUTION JOB 3: )leg a 26. PRIVATE ROAD ' -' HAVE A DRAIN THAT DISCHARGES PREVENTION PLAN (SWPPP), AND A. MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND "IMPLEMENTED CONCURRENT SOLUTIONS INC.; Z SOIL BURIAL EXHIBIT -. 42. ALL GRADING SHALLBEINSPECTED AND 1ESTE0, BY QUALIFIED SOILS :ENGINEER OR UNDER OUT, THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY ,. ADVANCED GEOIECHNI. L. U HIS DIRECTION HE SHALL INSPECT AND TEST THE TRENCHES. E SHA SUBMIT AND S REPORTS OF CITY -APPROVED AN ADEQUATEL Y SIZED OL GREASE SEPARATOR AND IS THEN FILTERED THROUGH A WITH THE COMMENCEMENT OF GRADING ACTIVE AND A COMPLETE AND ACCURATE:' NOTICE OF INTENT (NO) SHALL BE ,.9707 WAPLES STREET, UITE 150, SAN DIEGO, CA 92121 8. EROSION CONTROL PLAN (( FILLS AND BACHFlLlS .AND. COMPACTION OF 7RENCIES. HE' SHALL SUBMIT SOILS REPORTS AS CITY -APPROVED HYDROCARBON" FILTER AND :DISCHARGED INTO THE. PUBLIC SANITARY SEWER FILLED WITH THE COMPLETED A O) FROM M THE PROJECT SW G SHALL IT NUMBILED WITH 7H CITY OFT SHALL FILED FURTHER, 'PH. (619) 708-1649 9-1L. PLANTING PLAN AND LEGEND { REQUIRED AND .WALL DEIERADWETHE .SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF SYSTEM. NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY COIL' OF THE COMPLETED WHEN FROM THE SWRCB SHOWING THE PERMIT' NUMBER FOR 7HIS.PROJECT SHALL BE FILE %F GRADING OPERATIONS HE SHALL STATE. THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR BE REQUIRED FOR THIS STRUCTURE. THE CITY OF ENCINITAS WHEN RECEIVED. +" ' UNDER HIS SUPERVISION AND THAT IN HIS OPINION,.ALL EMBANKMENTS AND EXCAVATIONS :ARE - '� - ACCEPTABLE FOR THEIR INTENDED USE, IN ADDITION THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED Illy STATEMENT OF ENGINEER OF WORK SANDIEGUITO WATER DISTRICT NOTES GRADING PLAN NO. 13054-G AND BY SWRCB NO, R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL ' TINE COMPLY WITH. THE SPECIAL PRONSION AS SET FORTH 1N. SECTION Q67 OF SWRCB NO. R9-2009-0001 . THE UNDERSIGNED EN EER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED .SURFACES TO PROWDE POSITIVE ACCORDING TO THE ACCEPTED STANDARDS AND PRACTICES. O- THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER rAGREES THAT DRAINAGE AND PREVENT. PONDING OF WATER, HE SHALL CONTROL SURFACE. WATER AND AVOID 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BEOF ,DAMAGE TO ADJOINING PROPERTIES OR FINISHED, WORK ON THE SITE AND. SHALL TAKE REMEDIAL STANDARD SPECIFICATIONS O" THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (III WOD J 9 S'1L331913 -1HE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE W9TH THE RULES AND RECULAIONS REQUIRED AGREES THE CITY NY MEASURE TO `PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH. TIME AS PERMANENT ENCINITAS, TO THE EXTENT THAT .THE ENGINEER CONTROLS SUCH PERFORMANCE - IN ENGINEER AGREES THAT -ANY' - HAVE BEEN INSTALLED, 2 RENEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE ;;. SIGNATURE- DATE I2 II I III TITLE, A ev 7 c's) 190 a n PLANCHEC/C OR RENEW PERFORMED BY ME .CITY O' ENCNITAS IN ITS CAPACITY AS A PUBLIC, ENR7Y FOR THE PLANS DRAINAGE AND EROSION CONTROL MEASURESf/ _st- REPRESENTATION AS TO THE ACCURACY OF, W ATE DISTRICT T IC OF, OR THE EXISTENCE O2 _ ; u PREPARED BY THE'ENOINEER IS NOT A DMRMINA77ON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFMF7 Y OR - E' tM PANY.' SHEA HOMES LIMIIM PARTNERSHIP 'ADEQUACY OF THE PLANS OR DESIGN .AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR. THE 14. ALL AREAS TO BE FILLED SHALL BE PREPARED'70 BE FILLED AND FILL SHALL BE PLACED IN NON-EXISTENCE OF, ANY UNDERGROUND PIPE OR STRUCTURE WITHIN THE LIMITS OF. THIS PRINTED NAME O' ABOVE PERSON: _S'_tI,VV_Q'rt l(OM. .. .1 PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE OILY .ACCORDANCE WITH STANDARD SPECIFICA77ON. AL SHALL BE REMOVED BMATERIME CONTRACTALL OR FROM. THE SURFACE UPON WHICH THE FILL IS. VEGETABLE MATTER AND OBJECTIONABLE PROJECT. - OWNER'SCERTLEXIA of ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY ALLUVIAL SOIL SHALL BE REMOVED TO SUITABLE FIRM NATURAL 3. ALL EXISTING FACILITIES. WHICH MAY AFFECT FINAL DESIGN, ).E., LINE CROSSING. 'LINE - FROM THE NEGLIGENT SC ACTS,,. SUCH A ENCY AND ONSEMPLOYMENT OF THE ENGINEER AND HISOFIER AGENTS OR EMPLOYEES ACTING WITHIN ' GR U PLACED. LOOSE FILL- AND A S - GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 11 :INCHES AND THEN PARALLELING OR PROPOSED CONNECTION SHALL BE: FIELD VERIFIED. ALL EXISBNG OR PROPOSED I WE HEREBY CERTIFY A REGISTERED SOILS ENGINEER OR'GEOOOST HAS BEEN OR WILL BE RETAINED TO THE COURSE AND SLOP OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER, COMPACTED TO AMINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UTIUtt CROSSING WITHIN 10 FEET O- PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE PLACE, SPREAD. WATER AND COMPACT .THE FILL IN STRICT ACCORDANCE WITH SPEGFlCARONS PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN :WRITTEN : o PERMISSION BY SAN DIEGUITO WATER DISTRICT. 1 (WE)HEREBY AGREE TO INDEMNIFY, OFFEND, AND HOLD Gtt AND CITYS OFFICERS OFICIALS +EMPLOYEES AND SIGNATURE: _ " DATE' �' t TY 15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM007H - AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS CAUSES OF ACTIONS LOSSES WSON i SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION .AND EMBANKMENTS SHALL 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING.OUT OF, OR IN ANY MANNER CONNECTED , ANTED AND TRIMMED. AS DIRECTED: BY THE. ENGINEER O" .WORK AND LEFT 1N A: EXISTING WATER FACILITY FIRE HYDRANT, -METERS .VALVES, VALVE BOXES ETC.). WHICH IS DIRECTLY OR:I DIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES CONTRACTORS 535 N. !ABET, SUTTERI1,SUITE ASSOCIATES - r W BE SHAPED. D ( 0 N W1 SOL N. H E 101, SOLE NEAT AND ORDERLY CONDITION. ALL STONES `ARE L AND .OTHER WASTE MATTER SHALL OR AFFECTED STANDARDS THEIR PROJECT. ALL AFFECTED .WATER FACILITIES MUST MEET CURRENT WATER SUBCONTRACTORS, OFFICIALS, DIR C TLY OR INDIRECTLY TO E ANY AND ALL WORK OR CONSTRUCTION COVERED IN SO NA BEACH CA 92 76 BMP PROJECT STATUS J a m 'EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE AGENCIES' STANDARDSCOMMITIEE (WASC) STANDARDS, IF FACIUTIESDO NOT MEET STANDARDS, THE PERMIT OR CONNECTS DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE A • 5 Q REMOVED AND cL)ISPOSED OF. THE TOE AND 'TOP OF ALL SLOPES SHALL BE ROUNDED IN THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. - PH: EXPIRES 2S9-8212 : O O ACCORDANCE WITH THE GRADING -ORDINANCE. PROPERTY OR PUBLIC ' ATMENT FACILITIES TO, BE MAINTAINED BY WOO - RCE EXPIRES I i6 PRIORIN STORMWATER THE 5. UTILITIES To MAINTAIN MINIMUM S-FOOT SEPARATION: WHEN PARALLELING WATER SERVICES SIGNATURE • :DATE 12 I - HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE a -'8 -:: 16. ALL. TREES, BRUSH,: GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED: / STORMWATER TREATMENT AND STTIES" ER POLLUTION CONTROL �w iYn PILED OR 'OTHERWISE DISPOSED OF OF : THE SITE BY THE CONTRACTOR SO AS TO `LEAVE THE 6. MINIMUM HORIZONTAL SEPARATION OF. 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN PRINT NAME Mn r i r I 1 " ' 1 AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM FACILITIES" L r 4 DIEGO GAS AND ELECTRIC VAULTS. UNSIGHTLY DEBRIS. APPROVAL O.LOCARON O-DEBRIS.FlLL SHALL BE SECURED FROM THE SOILS ' A1PERy10U8AREA EARTHWORK DATA '- '&1 RECORDED ON I2. g: 17 � o N i THE DISPOSAL OF ANY SUCH MATERIAL DRIVEW YS AND ALL OTHER TRAVELED IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 45.365 SOFT STEEPEST EXISTING NATURAL SLOPE ON -SITE - 2 H :' 1 V NOTE -REMEDIAL GRADING TO -�� m ENGINEER AND CITY ENGINEER PRIOR 0 D 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF A APPLY TO ENTIRE SITE. REFER TO - WAYS ' IMPERVIOUS AREA AFTER CONSTRUCTION: 63,853 SOFT MAXIMUM VERTICAL DEPTH OF CUT = 6.2' 'SHEET 7 FOR SOIL BURIAL PLAN . ' AS DOC 0: 2017-0573017 P' j 17, THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE :CITYS URBAN WATER METERS MUST BE IN FRONT OF THE PARCEL. THEY ARE SE?WNG. I INCREASE IN IMPERVIOUS AREA: 18,484 SOFT MAXIMUM; VERTICAL DEPTH OF FILL = 7.4'600 CY OF CONTAMINATED OIL ' - 6 z � FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET WCHT-OF-WAY. ON CITY P CUT ='8,500 CY FILL PROPERTY, O2 WITHIN CITY EASEMENTS ARE .REFERRED ,TO AS CITY TREES AND SHALL BE 8 CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING .THAT NO -LEAD BRASS BE USED ' IMPERWOVS AREA REPLACED: 45-369 SOFT ,EXPORT = 7,900 CY REMEDIAL = 5,000 CY „:':. - ` n h a PROTECTED IN V PLACE DURING DISTURBANCE OF C -UNLESS .SPECIFICALLY. APPROVED OTHERWISE. NO IN THE CONSTRUCTION THIS REPAIR E ALL POTABLE WATER SYSTEM MATERIALS JANUARY L 2010. : GRADING EXCAVA BON OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL. WITHIN THE IN COMPLIANCE WETH THIS LAW, THE msTRlcrSHALL 'REQUIRE ALL MATERIALS TO BE no -LEAD -: ..FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT , , CITY TREE DRIP LINE AREA (THE AREAFROM-THETRUNK OF A TREE TO THE OUTERMOST EDGE O- BRASS PARTS - -714E TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS. NOT CLEARLY LABELED TO ` SDWD Wts-770 .BE REMOVED, IT MUST BE PR07ECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN 9. H CATHODIC PR TEC USED FOR AIR RELEASES• BLOW OFFS AND SERVICES SHALL BE PRONGED ' .CONFLICT WITH A CITY TREE IT MUST N T BE. DI TURBED UNLESS THE: PLAN IS REVISED TO WADI CATHODIC PROTECTION 1N ACCORDANCE VATH WC-17 OR WC-18.. " Pit ,. -ADDRESS THE TREE REMOVAL R 2g • Il' }I �-Iq I$ ,r W'la'1- /Z-6'f7 ,L. /Z!/ %�, ., . . yEf G S oP' I! FOR TNLREAENTAiL AS-&W7LT 1ADGE _ ,- SI N DATE SIGN DATE SIGN DA SIGN DATE GN D ENGINEERING DIVISION APPROVALS (CITY OF ENCINITAS : PUBLIC WORKS DEPARTMENT DRAWING CHANGE NO DESCRIPTION APPROVED DATE ,.BENCHMARK SCALE ,., ,, AS -BUILT 8Y WN BY EC ONO. - - - GRADING PLAN FOR :i P ART f15- U¢TS L.6?S)-7 - b' S•NI � PLANS PREPARED UNDER SUPERVISION OF RECOM N APPROVED: • DESCRIPTION!25'BRASSDISC"'134WCCS1" f 3 "!N�-ram ":DATE Y"Zs{7 790CLARKAVENUE 13054-G 7 Pmux�5.:(W132 1' W� m LOCATION.SDWKINSEQUADLEUCADIABLVD HORIZONTAL, N/^-. ✓✓ _ APN;?§6-�21•.Qj,-Qs,.g8;-49P.&-53 ". TYLERG LAWSON DATE SiAK CHP.ISTDPHER HRG OSXU 71Al- • RECORD FROM: RES 18416 4 RECORD PLAIN 1D4-21 VERTICAL^ N%A ��i RCE NO 80356 t oo �t ELEVATION: 178_543' 4t -FYe-i x' A�aO-o207g DATUM: NAVD88 1.0-4-21 TYLERGLAWSON ;EXP, 12/31,1 PLANNINGCASE NO. 161 TMOBTDR/CDP/MND I_ `SHEETI OF 'I� - - - l - REVIBN SPECTOR OR ENGINEER -= DATE "DATE '- PLSA2186 03 I - It n.•'# , 5 �) I., o - t= "�.�'�. LEGEND: �- (HP=181.3) I 9 i (FG=17A �o UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION x x-x_. x-r x- FL-779.31�_... -__� _ _, _ BW 180.5 - x- ..�.._ r :.. I -( PROJECT PROPERTY LINE EST AVAILABLE RECORD INFORMATION. -x_-,x x--z-x x-�___ i. 89'.31'43E 3fi9:6Y ___-.-.----:----- --_- _ x.,_ .._ - ) _ I I ( SHOWN HEREON T PER B I' \ - •' rr r 7 EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING ,I y I , XISTING RIGHT-OF-WAY/PROPERTY LIVE I ES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION DENTERUNE OF ROAD OFL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND . _°.,I. = Iqp OFNANYUDISCREPANCIES BETWEEN ACTUAL OCAA77ONRAND PLANK � (FG=178.7J-___ - i `>� ` BHP=177.7 ::� F A Jr r - * r _ t If CONTOUR LINE ,, y r LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. - - I ies TW=1 .5 A `BW 17 ,0 ° If d e 176.0 FG=177.2 fL�1AZ- _ FL=17L6- a a. -_ _- r<r - i Ir EXISTING CONTOUR DNE .� `- FG-177.4 _____FO-i78,W1 a u o " - - „" I t i I' FLOIIUNE 0 1.OX MIN. -' -� SEWER, WATER AND IMPROVECHIC LIC `I ` 174.0 1 FS=178.4 0 ° :IcFSm178.8 I I . ° ° j r - _ - : RIGHT OF WAY AND EASEMENFOR ° 0 rSETBACKS REFERENCE ONLY. REFER TO NT4: $ i - 0 ° I -% „ j I 'I r ® PLAN 13054-1 FOR CONSTRUC<.- ` n 4 lrs=1I� i' .,p, r: I 11 7 PROPOSED STEM WALL e - :: i CONSTRUCTIONNOTES: Q6 : PAVER - '- _ _ 2.OX r'- 2 " •° •:v. i - I PROPOSED DEEPENED F0011Nc L� O J 4.4R � 9. i I ; I r INSTALL 12' x I2" AREA DRAIN C-17A0 _ �� / • FG�777.2 �x HP=177J y ' ` ` °' ` ' \ : I 1, II PROPOSED MASONRY RETAINING WALL 2O INSTALL III' x 18' BROOKS BOX OR EQUIVALENT ` FL=173.6 " 061 t I. I 'PROPOSED SOUND WALL (NON-RETAINING) g�.. /, ���� /��: ���//7T7 - c. 4 .1I- 8.4 I a . _ rr i I I Q INSTALL 12' x 12"R AREA DRAIN WITH 3' PVC SDRSD D-27 I. ` FC=1 .2 FS=178.6 ex I SIDEWALK UNDER GRAIN - DEEPENED PL %IXXII': F1= 77.9 r 1 I I UNITS OF GRIND AND OVERLAY .. ARCHITECTURAL N PLANS e n I� II 14 sv '''r I r I I I :: 7 1' -173.0 / • ' 2 ' i Yi ' r PROPOSED Be SEWER MAIN PER IMPROVEMENT PLANS S - ®INSTALL 3' WIDE RIBBON GUTTER PER DETAIL THIS SHEET :O5 CONSTRUCT MASONRY RETAINING WALL PER SORSD C-T' $ I LOT I F5=1786 I I •"'-"' z.'.it I r PROPOSED 6' WATER MAW PER IMPROYEMEN7 PLANS - '-W - - flP FI4MUF •' FC=178.0 _ % r\ �r� 7 120• I 1 r© CONSTRUCT MASONRY RETAINING WALL PER SDRSO C-2 :I ' IFF ,r ' L. , . I I ! I PROPOSED 4' SEWER LATERAL PER IMPROVEMENT PLANS US -5 I i 1 Q7 CONSTRUCT MASONRY RETAINING WALL PER SORSO C-3 s tyr 1 5 k _ PAD = DB.O .-� K� +7''1 i I I I:I PROPOSED 1' DUAL DOMESTIC/RRE WATER SERVICE AND µ V7-- / METER PER IMPROVEMENT PUNS o-- - BO CONSTRUCT MASONRY RETAINING WALL'PER SDRSD C-4 I sy I:a ..FG=178.0 I I I-..I'�. '.5-- O9 ,CONSTRUCT YANG TYPE HEADWALL THICKER SD DRIP I e" I7 I I I I EXISTING SERER MAIN (SITE PER PUN) = .. T ( y' d pATK1 FL=177.4 =17Z95 - INSTALL 5 DISSVICEIPATER X 5 LONG SD F (HICK ROCK RIP RAP /s _. � I � �. I j7. EXISTING WATER MAIN (SIZE PER PUN) - -W , '. � ENERGY DISSIPATER PER SDRSD D-40 o i FG=178.P iFL-17Z45 I I FS=178.8 : 1111 1 ".. ',„ . I� ' o ; I III USING OVERHEAD U71LI71ES -.-(OH-C�- 10 .CONSTRUCT TYPE A STRAIGHT HEADWALL PER SORSD D-30, D ° -176. FL-176.6 FL-176.8 N 1 _ '3 nP Y j I I I' INSTALL 5' WIDE X 5' LONG, 1.1 FT THICK ROCK RIP RAP Ij E=1720 1 I a� 'g { 7 AIFRSFMkE 14 Y . % rl i PAD ELEVATION ENERGY DISSIPATER PER SDRSD D-40 IE-174.Q PALiQ0007 .,. .. ,, m �. - .FINISHED FLOOR ELEVATION FF4XW 11 :INSTALL 12' PVC STORM DRAIN TW=174.0 `-. .OX MIN r 1 I .--1� I I I I BW=174.0 5D�114' Pl'II U GRAIN PIPE - 12 INSTALL 18' PVC STORM DRAIN 1 PN=2:1.MAX 3' 174. „ 7 -Ali t i L' PVC SIDEWALK UNDER DRAIN PIPE 13 INSTALL 6" X 16" PCC ZERO HEIGHT CURB BW'=171.0 2;1 AX T = - i I s oi76 _ I i - :A r I 1 12' PVC DRAINPIPE (UNLESS oi11ERIWSE NOTED) _- -_--= 14 INSTALL 6' PCC MODIFIED G-i CURB PER DETAIL SHEET 5 a X 18' BROOKS BUN (UNLESS O(UNLESS OTHERWISE N07Eo) ,® 15 INSTALL 6' PCC CURB AND GUTTER PER SDR5D G-2 : 74.0 \. 16 i I I I `16 INSTALL PERVIOUS PAVERS PER DETAIL SHEET 5 FL=174.8 �' �\ FL=174.: I ,� :'„ i r� I I . J' X 3' BROOKS BOX BW 174.0 FL=174.0 - 7 I. 1 l; I FG=17A3 FG-17A8-`FQ--174.B _ i p I` i ! ,i 1 PROPOSED EASEMENT FINAL MAP - - 17 CONSTRUCT PCC BROW DITCH PER SDRSD D 75 ®1.0% MIN �. .' �' I _ r T r , I: Gj737?��T/777�7J�1 18 INSTALL TYPE-B CURB INLET PER SDRSD D-02; Y=4', L 9' .' HP=770.7 I I� FL=1738 HP=17&0 '�. 4. - r II 1 -1 Pµ7HW TPERMITFFR01�NTHECIT/Y MODIFIED Ciiii�LLIlULLLL4 ' LOT2 FS=1i FS-na5 4 I i i J U PERVIOUS PAYERS ig CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-6 BW=171.0 I ,•'�N{ FF' %%S% -' aw a 1 i �L j j Q ENHANCED DRIVEWAY PER SEPARATE LANDSCAPE PUNS / B P� = i%� ; ed � , i : Ir I I PCC PAVEMENT ©j CONSTRUCT 6' WOOD FENCE SOUND WALL (NON RETAINING) IIIJJJ FS-174.9 a _ 1 14, s I r :I r I ' KY I-T--'-7 FG=170.5 1^0$ " • fL=1 /'''- Ir - i It_ DG WALKWAY' r " v _ a -:.© INSTALL:'NO PARKING FIRE LANE" SIGN W FL-170.4 \ "� I . °' FS-175.6 ' DEEPENED FOOTIN ER - - _ a a c _ "'a I �` I i I CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-5 ' 4 ARCHITECTURAL P S r 1.0$ 13.2X 2.0% / t )I I �` i . 2 I AC PAVEMENT (4' AC OVER 6' CUSS A BASE MR!) F 19 1 ° FS=175.6 �� 3 s t "Fs=tr.1 I II I :Fc=a7a.9 I_`� _ 1 , I _ EASEMENTNOTES: FC=175.0 FG=175.0 / -wi I. c &rr {,1 IT);:; i ' I ' r I : e' X 16' PCCZERO HEIGHT CURB `. ' 11 6 1�0% ° - 4. a 0 I I a' v7 I I ❑2 PROPOSED PUBLIC PARKING EASEMENT TO THE CITY OF 8' PCC CURB AND GUTTER PER SORSD G-2 ENGNI TAS PER FINAL MAP ' I III FG-174.8 r�? s ' ° I I CITY OFEENCIN/ AS PER FINAL MAP EASEMENT 70 1HE PENED FOOTING PER / 2.OK1 .9:7X OX FG=174.6 yII ( r ' HITECNRAL PLANS ('. J, : 1 - 1 ♦ : ® PROPOSED PUBLIC DRAINAGE/FI.OWAGE EASEMENT TO r 7G=173 FL=17A4 IE=170.5 , - 14 r i I �1 ` . THE GTY OF ENGNTAS PER FINAL MAP \I 1 I- IE=169:5 1 I m I o 1 m HP-174.8 y r 1- © PROPOSED PRIVATERAINAGE EASEMENT FOR THE a I BENEFIT OF LOTS 12 4 PER FINAL MAP r + I FF PER PLAN 1ANDSCAPED -176 k S 1 FORI r - PAD PER. PLAN .BERM _ ©:PROPOSED EASEMENT FOR WATER LINES AND FG=770.5 I i % „C APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT FL=170.3. I I \ FL=175.8 TdIQUA PA l 7 _- ��` / r `PER FINAL MAP :': ..: - ). , ,; QUA! 'S` t i i r. _ 2.7 FF PER PLAN - ; PAD PER PLAN `r �. _ - _ -I -I� .: Q PROPOSED PRIVATE DRAINAGE EASEMENT FOR THE _- I 'SENEFIT. Of LOTS, 101: AVID $ PER'. FIMhL HAP I IMORTAR CAP PER - - 1 6' MIN I-III-L I -I. --LI - { FL=173.2 FL=173. 4 7 i (, T i t - (�) �`IJ..L-may- I --III- STRUCTURAL STANDARD BW=170.0 l e- FG=I73.4 - 18 �I I J r - AT FINISHED SURFACE LOTs I } I FS=174.6 v4_G x . I l Ir SEC770N A TiP_ 1CAL TO OF SLOPEOT iw TOP OF WALL =n FFme 02 I 11 P=1., BW = FINITOMSH OF WALL I I6 I ' DEEPENED FOOTING PER � ( � v""� - i' ix r r r i r' AT FINISHED GRADE -: PAD = na5 NOT TO SCALE ' e ARCHITECTURAL PUNS -174.0 I s x v 7, r , ro ' II. . FS-174.6 FS=174.it, , flNISHED GRADE < _ f =174.6 ' I ' r eu.. i ( % j rr (Icol I : G=174.0 / 25, II i� i r I i Q.I 2' -III- i u / ° , ' i:: r / PERNOUS PAVERS I^ --I LOTS F 8 x li PER DETAIL I el I MIN. 6' COVER AND L-I 1L- I I J - i 7 SHEET 5 -^ 83X:. T TO DAYLIGHT ^I w M Q I. Q I FF-T/4J =774.8 °q / - ' 3 4 8 i I r� �` 'i j'0.13' FL=169.8 Y FL-17z.E PAD - f7x%0 . Fc vo.o i x MIN. ' O RROFG SLS /qV4( gTYPICAL'SECTION RETAINING WALL mw gr xIn Nz / //////f1/4///z zz FS=17y3718. NOT TO SCALEo20' FS=174.1 E4AOVER I IFC-16Be CLASS IT A13 x 4, Aks r 1 T49 L II FS=173.9 ,:. '-- °e,' i2.6X .7X II it / RIBBON GUTTER . �, "�etiye °m Fz N 2.OR X -. o i r I I r I No 60356 ,9 6 ¢ ,II I j , , TYPICAL SECTION: RiBBON GUTTER I\ -1. 50' r`oa r I.I� ExP. 12/31 /18 A a� `\ ! �. a i I NOT TO SCALE {T TY F1=169.6 I <_,_ d''a _r a 7 j, I "x m II ,. I , W ... h Q Y: a 9 I T i ,{A C"t Es++ " I ' �f r - 3� sw 170,D �- 'oX-- LOX :`I2�Ox t FG=170.P _ I, L- F -174 0 - _ 1 2. 1 - FG=174..p/,' Y.OX 7 _ Y. � 0. f _ 4 __. - =17 BW=1 I - �, IE-i6Z5 11 .� FL=1728 I.II I 7 �I®I� srq crvl� �`" ° z � OF CALIFcR m'° av"ia PASCO URET SJITER I'm MIN V \ GRAPHIC SCALE 1'=10' ® & ASSOCIATES q r r I � I 7 CNIL ENDINEMING+ UND PWININD♦ WO BDNNEIND `'I " % y I) I' / 535 NoeW Nlg6way 101. Ste A. Scheme Beach. CA 93075 P 1Peseo0 8.coca JI, I ��' 10 0 10 20 30 Leseas9.Eux f: Esa.as9+E1x I meeao .... : . SEE=T 3 _ ` ,. CHANGE NO DESCRIPTION APPROVED DATE .BENCHMARK SCALE AS -BUILT se - RAWN a -ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -PUBLIC WORKS DEPARTMENT DRAWING NO, A P B-bUILT$(LDT 3-7) 5 LD • YS-L - PLANS PREPARED UNDER SUPERVISION OF RECO N APPROVED: �_ y�, GRAN G PLAN FOR: PAFTIACA4TIMIL.T$(LOT11 - DLEOCATIOROSDWKINSSSDISC ls4WGCS1 �..: 9/28/z1 DATE -c5- 7 :. 1 710CLARKAVENUE. 13054-G Vk- EUCADIA BLVD ;HORIZONTAL_ RECORD PLAN 10-4-21 : JYLERG LAWSON DATE 80356 S N OWAK CHRISTD NEIL NAGD Krr APN: 256-122-45t -q5, -4$e -t}9� & -53 RECORD FROM: ROS 18415 `/ / j/: RCE NO.; ,O-y�OFFi ELEVATION: W8.543' 'VERTICAL ' 7rTw/ L+ - : �-.�� �� 70-421 - FYI ERCLAWSON SHEET 2 OF 11 DATUM. NP.VD88 - EXP 12131/18 DATE .DATE PLANNING CASE NO 15064 TMDB/dWDDP(MNC REVIEWER INSPECTOR SENIOR.ENGINEER "• 'ams :. PLSA 2186-03 PRIVATE STORM DRAIN DADA . N0. DELTA /BRG RADIUS LENGTH REMARKS i E -- 59.47' 12' PVC ® 4.2X 2 N 0574'14- E PIN 68.08' TO PVC 0 30X 3 N 892874' W - 36.02' 1 2 T PVC ® 1.4X 5,41 FS US a .1 N- w 'AP-}66.0 J . X 1.0X MIN.8n _w-P=i6Bl - _ ?�.. r�-'_. -' _. _ ",r `HP=165.8 :,8 166.0 �q ___BW_f66.D- fL=16Z7 --l). rI BW}775.1 +1 1 'i / j BWci67.7 FG�7/ r -. 1 } / =170. I /l 8Vhi65.5 FG 166.0 TW- 1 ° a FG--Ifi5.6 BW=166.0 LLL'_III 7 - 68 1 'FG-166.0 BW-177.0 :. V 775.1�' OAH4AN j I TG=167. I FL=76Z3 a F '-? FG=165.7 - BW769.1I' , ft'16Z C=1 7 2_OX: a 4 .. I FS=166.1 FC=165.9 • •,_ / -/625 . . 'r' • .,.- ._., , ",. � 1 a •_.� ° FG 165.8 F�165.5 - fS=166.6' = FG=167�1 'F�157.8 `^ r 'fir IE-164.41 165.4 \.. 4 fL 1 "BVf� N69.i x \ 23 t x t ri e iXx t ° a 1 G�=165 "' �'' a FL=171.6 �( •� �4 I 14 STEM WALL PER IE 164.9 / 1 FS-168.71 a\ g ARCHI7ECTURAL PLANS II 6 J G BW1zs.lx K o " LOT4 e 1TDE a 1 : \ x$r s FG-1655 \ :iW=1` 5.�. x / e a•. DEEPENED FOOTING PER F5=16Z$- r DEEPENED FOOTING PER PF =% r BW=1708 1 z ARCN/7EtlTURAL PLANS 20X: a ^. a , h e a I FS-168.7 ! I :. ,OX �' ' r � '. .ARCHITECTURAL PLANS PAD = iGBA 4OT 0 1 FS=168.7 e 9. 1'<. _, 1 a FG='08I LOT 5 �J I' I� � � �PAD=�r X : FS=168. S.- 20• j x°„ r / 765. I 0 �EEPENED FOORNG PER - G 166.0 t FG=168.1 g� - IE=164.4 Y58 167.5 \ z x BW=189.1 `. r FL=16Z2 F r� 'ARCHITECTURAL PLANSI \ �x 5 . FG-i6Z5 3 EL166.2 "`. FG 165.2 165.5 Y (� �I 7W-175. I 0 ��� 7.DX M/N 11 - L-156.9 1 n V ° 1 r �y F0 .(` ��-..... 1 ,..: L. 155.0 FG=366;0 v TW=F74.W, p P* 1 r �- : 3 8 r F5=I65.7 1 6.65 ' TY=1_.' ". is 1 FL=166.15 " 74. _ '__.� .. ,4Gv FS=166.7..: a e FL=164.6 I FL=154.9 _ \ BW=169.51,. }I SNP-16Z.0 -,6 . "�•x / rr / j - may. I G FG=1B5.1 1 nl FG=1 5.2 F5 10 FS-1B5-6 o... I655M IE=16I0.5 IIf \i ,.i x \ 6AMA61 : FG-7871. _ r.. FG-166.7 ti.. TG-164., N o I t _ I '• I B�W1680x, PAD 67A` a jad i. FS=187.1 1 E=164.0 1 �1 oye 166.0 =7625 L IF x I X FG-16ZO FS=76Z6 20 a FG 155,0 I FS=16Z6 _ IE=165.5 e F=116Z6 te�7 F'!:S s ', rt. n e =164.a a a a IE-=,711$6B.$4d.'2 FG67LOT - 7 d T/ E - \� r Y •� ' 9 x - \ IE /63. 3 h I IE=�. xF5-166.6 PF=.J It i PAD =16%0 2?0% 9.IX $ B _ N ceFS-1 4.2 e� 4 FL 165.5 x BW=168.� 1 1� 683 'o 9.7X - FG=766.7. DEEPENED FOOBNC PER I� - -15 °' W 'I W P a a- - F8 164.8 .x BW=174.0 � x 1 21 ;X TG= 6. �I r ARCH17EC7URAL PLANS � ..: a a 4 11 ;IE=168.0 - r 6 I a, , a- a < S- 168.04 r6 FC>'166.5 ': , : '-TG,., 4 o: o; `Nf `VI BW=166. -7"II 6 I 3 .x , F x FG-166.3 -,�j' 66.0 FL=166.2 S 2.0X ,�11' 1- z °o I It FG=16SO HP=165.0 II FL 'B� Ia164.5 167 ¢W-16Z8 ` � � BW-1B4.4 FL-1641 �__ .0 x PAD- i rr L LOT ls'� BW=165.0 Q a w°;.-° ` r ;I'.. _ FC it64.5:. Ok a .< F5= n _._"A -' - - _1T 9 :i ,fF=1�% �p� 1845 6 r PAD =O 14 x DEEPENED FOORNG PER ° ARCHI7ECNRA! PLANS �- A. 16A5 5�47'_:/ - �,�5� I FMf 18g.8'_ - I ' fit •', .,: t FS=1656 BW 167 0` 1 l .�' FG=165.0 FG-765.0 F,Sc 164.15 _ 10 EASEMENT NOTES: .: <' J rr. B 1 =178.0 1 5 x '� �. FS-764.9 10 dF5 184. ' -PROPOSED PUBLIC PEDESTRIAN •QW=172. '� " \ 1 ,.�\ = Ir a `a-_n 11. ACCESS EASEMENT TO THE CITY TW-172.01\OF ENCINITAS PER FINAL MAP 8 Wi66.0 7 1` 1 ' ` FG=165.0 - FG=164.1 - , iO• IT "' v - 7 - ,g i / 'o ' - 920,E/�-✓'`sd-'�T --`- FS 164.3 i FYSB W 5QBW-166.0 V-=Ie - o I \ It SEWER, WATER AND IMPROVEMENTS _--1_. K� ,- _,_ S V ____ - -__ _ _ ____ ___ MADE IN (PUBLIC RIGHT OF WAY �. � � -- ._ _�-cam---_---�.__--� ---'=."tom.- --T --. - __. _ _._.;� _r_ _ ___ _-_. _ _ _ __- ___ --_ __ _____ _-_ - -- __ -_ -_ � � - _ gmm AND EASEMENTS SHOWN HERE �1 _. _ _ _. _ _ _ _. _ - _ -__ _ _ _ _ ___ �� ___ __-..____ ___ __ _ __ - - Dz FOR: REFERENCE ONLY.; REFER T =172.0� v - . -= _ - - - �_,._ - -- x Y-. s - - _ - SEPARATE IMPROVEMENT PLAN ` - - - _ - 4 __ - - x x. x __x-_ -tea r --x. =;=s - x=x _R x-x-F ]:_.-_x .x. _x_x-x-x_._x- K K-.x_- x x _x x _x -__x _ _-x -x x ti mom 13054-1 FOR CONSTRUO7ION TYP. �166r0 -- - ..x �; _ a 1 BV5`-"764.3 r'�ti.n-/�18-1525rt�.�cT=,^, m/88" _ '�6f�'' �r-^-..-_ _ _ _ ✓.ems_ ___ _..75& BW 159.8 t59.7 "s `gym eW=1645 6 h`-'- 1 - /� ) (Bx�rso.7 - ) -is D �Jf-' ) eFs TW-17.97' TW=1 ,�(l ,._f'..-----'`-s,y --- t (Bw=16.1-.0) ZA ;(.�TF=i16.-r'' L.\ - '-'.1 -. , BW t ,gW=164.5 TF-1sD.o 7 7 CONSTRUCTIONNOTES: 9 CONS RUCT YdNG TPE HEADWALL PEER SDR50 D-34; 16 INSTALL PERWOUS PAVERS PER DETAIL SHEET 5 PROPOSED PUBLIC GENERAL U1 EASEMENT TO THE CITY OF ENO/NI7A5 UTILITIES ARE KNOWN TO EXIST IN THE : 0 fNSTA!! 5' WIDE X. 5 LONG 1.1 FT THICK ROCK RIP RAP - '. ❑3 AREA INFORMATION SHOWN HEREON IS Qi INSTALL 12 x 12 AREA DRAIN ENERGY DISSIPATER :PER SDRSD D-40 - , 18 INSTALL 7WE-B C11R8 INLET PER SDRSD D 02t' Y-4, L-9 PER FINAL MAP PER BEST. AVAILABLE RECORD INFORMATION, 3 INSTALL-12' x 72" AREA DRAIN W11H 3" PVC SDRSO PER SDRSO : ENHANCED DRIVEWAY PER SEPARATE LANDSCAPE PLANS ®PROPOSED PUBLIC ORAINAOE/TLOWAGE EASEMENT TO THE CITY OF EXACT HORIZONTAL AND VERTICAL L KNOWN D-27 SIDEWALK UNDER DRAIN 10 CONSTRNSTALLS' WIDEXI LONG0 1.FT'.THICK ROCK ENCINTAS PER FINAL MAP. OF EXISTING URLITIES UNKNOWN. D-30, I CONTRACTOR To FIELD VERIFY LOCATION OF WIDE RIBBON GUTTER PER DETAIL SHEET 2 RIP RAP ENERGY DISSIPATER PER SORSD D-40 "' 21 CONSTRUCT SOUND WALL (NON -RETAINING) „ ❑5 PROPOSED PRIVATE PARKING EASEMENT FOR THE BENEFIT OF LOTS 1-13 EXISTING URL171E5 PRIOR 70 ORDERING : ® INSTALL 3 R - AND CONS7RUCTION CONSTRUCT MASONRY. RETAINING WALL. PER.SDRSD C-1 11 INSTALL-12" PVC STORM DRAIN ,© INSTALL "NO PARKING FIRE LANE" SIGN ''',' ; ' - PER FINAL MAP MATERIALS p WORK SHALL NOTIFY, ENGINEER OF 12 INSTALL' 18" PVC STORM DRAIN ® INSTALL 4" PERFORATED PVC DRAIN PIPE PER. DETAIL SHT 5 © PROPOSED FINAL MATE DRAINAGE EASEMENT FOR THE BENEFIT OF L075 1-4 }. WORK OF. ANY DISCREPANCIES BETWEEN ©CONSTRUCT MASONRY RETAINING WALL PER.SDRSD C 2 EASEMENT NOTES: 0 15. (FS=159.6)g66q! - � �>r.� a a h '• 9Zc mmxv No. 80356 f9 w w Exp. 12/31/18 02 S q>F OF CAlxi; m "' PASCO LARET SUITElt A17ON AND PLAN LOCATION sOF -` 13 '.INSTALL 6" X 16 PCC ZERO HEIGHT CURB - &ASSOCIATES ACTUAL LOC _ Q. STREETS TO PROPOSED PRIVATE OPEN (PACE EASEMENT FOR FINAL MAP TREATMENT GRAPHIC SCALE 1"-10• cnia mxrxeulxx. uxo runxrxx. uxo eumnlxe ` U77LI77ES UPON. DISCOVERY OF DISCREPANCY. 7 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C 3 " �j PROPOSED PUBLIC EASEMENT FINAL MAP 57REE Q : shway sm, su e, swat. Dtu6. CA 92W O Y RETAINING WALL PER SDRSD'C-4 14 INSTALL 6 PCC CURB PER SDRSD: C-i THE CITY OF ENCINITAS PER FINAL MAP PURPOSES FOR THE BENEFIT OF L075 i-15 PER FINAL MAP • .1:. ' ph8Nmmau 08 CONSTRUCT MASONRY , 15 .INSTALL'fi" PCC CURB AND GUTTER PER SDRSD'G-2 '_Q PROPOSED PUBLIC PARKINGEASEMFNi TO THE CITY OF ❑B PROPOSED EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN e6 esassv.aau rx sse.asiwnu p>„matem,..ma.wm CONSTRUCT MASONRY RETAINING WALL PER SOR50 C-5 - - ENCINITAS PER FINAL MAP DIEGUITO .WATER DISTRICT PER FINAL MAP „ ,. ,1i0 r 0 10 20 30: CHANGE NO. DESCRIPTION APPROVED DATE - BENCHMARK SCALE AS -BUILT ED11 DRAWN BY ENGINEERING DIVISION APPROVALS .... CITY .OF.ENCINITAS -PUBLIC WORKS DEPARTMENT DRAWING NO. P -OVILt LOTS 7 Lo p6, ('"t • PLANS PREPARED,UNDER SUPERVISION OF RECO, F DF APPROVED: cRnDIN PLAN FOR: pa .: /+ 10-4-21 DESCRIPTION 25"BRASS DISC'934WCC51'. / DATE 9LS.!7 - r "f,}� ', 710 CLARK AVENUE 13054mG RECORD PLAN LOCATION: SDWK IN SE QUAD LEUCADIA BLVD HORIZONTAL 9/28/21 91I RECORD FROM. ROS 18416 TYLERG LAWSON DATE, ,ry+� R C,E NO: 8035E ST EN NOWAK GH v NB2 HRG 1.0 " APN; 2j6-122-45j, -461 -489 -49x & -53 '. ELEVATION: 178.543, VERTICAL _ ' xl./ -'a-�6 r�_ - e2-o20-aNfr SHEET 3 QF 11 DATUM: NAVD88 ' 10-4-21 ... TYLER EXP 12/31118 DATE :DATE PLANNING CASE NO 1&064 TMDBIDRTCOP/MND I + REVIEWER INSPECTOR S NIOR ENGINEERImm PLEA 2186-03 , - PRIVA EST " ` (RAIN DATA N0. OELTA/8RG RADIUS .LENGTH REMARKS 14.15' 12' PVC 0 32.9% 76.04' 12" PVC 0 26X 8 N 89'55Y5" W -- 28.60' 4" PVC 0 5.3X 7 N 05T8'S2" E - 54.53' 12" PVC 0 1.6% 8 N 002998" E - 25.28'. III PVC 0 1.6% 9 N 0029'18" E - 5.31' 18" PVC 0 1.95; L_LjjS 84'42'26" E -- Z4.62' 16" PVC 0 LOX ' 1 .D) II (F0 L TT �T-7177.7) FL=177.5 n / rlr fa4 1 eft 20 v 7 > 7a9 - - -�---------lMxMIT _i ✓ /I NP=172 '� ' 1 1 � 8)✓ FL=177.9 BIY= 3.0✓ f �, a (FLG=7 .0) v A ✓ T7 175.E O - INSTALL DE X 6' LONG, 1./ I 7TT7i7-T✓ I 1 FL=171, 1176.E 8101 .0 1 W=1- I 1 1 FT INI ql RIP RAP ENERGY ✓� ✓ /l ✓ I X I 11 FL=176.s rFC=174.0 eO B7 .0 1 I 7 5 DISS/PA ER SDRSD D-40. /I i Ir \ ` 11 i r F117Z4 / I ' i i� 1 11 ✓ /i ✓ I SYSB BW=17Z5 /P0`174.0 41776. 41 B 178.0 LL1�/-/� b /I T 1 i 1 1 GLl ,1 I r/.l././.' 10' / FS=170.6 r 7 1 1'�� SYSB r B -1720 I ✓ 1 �� 9 FG-1740 N 1111 1 1 r 172.3 I a 1 A' `� Bw 780 11 i ✓ 1 7 7777//✓, TTT/ / %7?7TTTT/ l�'/�T�T7i�' LOT j IMP. AREA PERMITTED HEREON S TOTAL ALLOWABLE IMP. AREA (SF) AVAILABLE IMP. AREA REMAINING (SF) 1 4,164 4,609 445 2 3,259 3,704 445 3 4,103 454E 445 4 Z907 3,352 445 5 4,099 4,544 445 6 3,440 3,880 440 7 4,108 4,553 445 8 13,201 3,531 pill330 9 3,801 4,246 445 10 3,259 3,704 445 11 3,467 3,912 1 445 12 3,262 3, 707 445 13 3,994 4,439 445 D ✓l 1 ✓1 , FG=74.0 LOT7 v Q ,1 8 -1720 li� 14' / i FG=1725 a - - e3 0 FF=101 Y/ I W 3 CONSTRUCTION NOTES: W II c �`\�I FS=172f \ \ / INSTALL 120 x 120 AREA DRAIN v Pao - n4o / FG=1725 1 1 ] I O INSTALL 18• x 18• BROOKS BOX OR EQUIVALENT \\ LOT8 1� _ \ f 1 IE=171.5 / `/ O3 INSTALL I " x 12" AREA DRAIN WITH J" PVC SBRSD D-27 t % \ 1 �_ }%92 f SIDEWALK UNDER DRAIN IE=171.J ` i III FG=174.0 fff V - Q4 INSTALL 3' WIDE RIBBON GUTTER PER DETAIL SHEET 2 1 III �� ��/,' I _,. ��✓� P.� _ �Jr FL=1725 ARCH17EDEEPENECTURAnPLANSR / I N SO CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-1 DEEPENED FOOLING PER I/ ARCHITECTURAL PLANS FS-1746 © CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-2 LVV 11 II • 1 1\ I \\\ LL= ,X 174.6 IE=170.7 o 0 FS=174.6 O CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-3 FG=f720 11 •* 11 i \ ` / \ / 3 k e I Q6 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-4 11 •� FL=171.0 �7 l \ IE=170. e p e v / BW=1740 09 CONSTRUCT WING TYPE HEADWALL PER SDRSD D-34; =172.0 INSTALL 5' MOE X 5' LONG 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATER PER SDRSD D-40 FL=1741 IE=171.0 BW=171.0 10 CONSTRUCT TYPE A STRAIGHT HEADWALL PER SDRSD D-30; TW,,173.2 INSTALL 5' WIDE X 5' LONG, 1.1 FT THICK ROCK RIP RAP BW=170.5 / r ENERGY DISSIPATER PER SDRSD D-40 FG-1734 / I 11 INSTALL 12' PVC STORM DRAIN �f (I 1© INSTALL 18" PVC STORM DRAIN T - J 1Q INSTALL 6" X 160 PCC ZERO HEIGHT CURB IE=170.5� i / -1707 I 6INSTALL 6• PCC CURB PER SORSO G-1 W17 -173.0 BI71.0 I 1© INSTALL 6• PCC CURB AND GUTTER PER SDRSD G-2 g B=0.5 _ W I 1 I 16 INSTALL PERVIOUS PAYERS PER DETAIL SHEET 5 1© FG=I70.5 CONSTRUCT PCC BROW DITCH PER SDRSD D-75 0 1.OR MIN - FL=1704 I I 18 INSTALL TYPE-B CURB INLET PER SDRSD D-02 Y=4; L=9' f 9 FS-171 f i 1g CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-8 �G ENHANCED DRIVEWAY PER SEPARATE LANDSCAPE PLANS \ =1 �0.5 j 21 CONSTRUCT 6' WOOD FENCE SOUND WALL (NON -RETAINING) \ Bill I ® INSTALL "NO PARKING FIRE LANE" SIGN DEEPENED FOOTING PER I @ CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-5 \ IE=169.60 ARCHITECTURAL PUNS \I I EASEMENT NOTES: \ FG=170.5 I 1❑ PROPOSED PUBLIC EASEMENT FOR PRIVATE STREETS 70 THE CITY OF ENCINITAS PER FINAL MAP FG=170.5 I O PROPOSED PUBLIC PARKING EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP FL=170J d -- =171.1 ❑3 PROPOSED PUBLIC GENERAL U77UTY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP a I i FS=170 5 ® PROPOSED PUBLIC DRAINAGE/FLOWAGE EASEMENT TO 7HE CITY OF ENCINITAS. PER FINAL MAP /7 . I 0 PROPOSED PRIVATE PARKING EASEMENT FOR THE BENEFIT OF LOTS 1-16 PER FINAL MAP W Tors g B17GO I I © PROPOSED PRIVATE DRAINAGE EASEMENT FOR 7HE BENEFIT OF L07S 1-4 PER FINAL MAP I1 . 2 Fl=m m2 ❑7 PROPOSED PRIVATE OPEN SPACE EASEMENT FOR S70RMWAlER TREATMENT PURPOSES FOR 1 THE BENEFIT OF LOTS f-ifi PER FINAL MAP PAD = f70.5 I �8 PROPOSED EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER 4 j I DISTRICT PER FINAL MAP PROPOSED MAILBOX EASEMENT FOR MAIL DELIVERY PURPOSES FOR THE BENEFIT OF LOTS COMMUNITY 1-13 TO BE GRANTED OR RESERVED CONCURRENTLY WITH TRANSFER OF 117LE PER FINAL MAILBOX I I I MAP m J 12 FL=169.e I FIRE DEPARTMENT NOTES: o a I INSTALL 0 ON H 'BLUE DOY REFl.ECRVE FIRE HYDRANT MARKERS 4' TO 6' FROM i FC/=1/70.0 I / CENTER LINE ON HYDRANT SIDE u -� /-/-/111..11.W V] PRIOR TO DELIVERY OF COMBUSRBLE BUILDING CONSTRUCRON MATERIALS TO THE �mw I PROJECT SITE ALL OF THE FOLLOWING CONOIRONS SHALL BE COMPLETED TO THE I SARSFACRON OF 7HE FIRE DEPARTMENT: m 36.8R' 2. a I ozv . - c I 1. ALL WET AND DRY U71U71E5 SHALL BE INSTALLED AND APPROVED BY THE y RS'pil e ° , n I APPROPRIATE INSPECTING DEPARTMENT OR AGENCY <9' x c 1g 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAYING SHALL BE IN PUCE TO PROWDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES AND d '�} FL=169.6 I 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE �� a a IS 1459.1 n FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT y & 71R ° e20R _7 3 BW=17&Q RgTWIl OFESS/ FG 1700 FG=170.0 "i �r P�"pj�.g-8 0 LA w, -_. -- No. 80356 xx m y -- BW=OF 1 iz iY y m m V1�Y CA1-F _ - GRAPHIC SCALE 11=10' PASCO LARET SUITER & ASSOCIATES B 65.5 a PliAIM Ng.iglm M8 uxnWill 10 0 10 20 30 1 MIMIll535 No,N Nlghwq 10L i A. 8alw r,,a&. 19205 -B_W=1 :o BW=166.0 _ ph 8511 ft 851I P6aeogloeeflog.con ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. !CO APPROVED: GRADING PLAN FOR: 710 CLARK AVENUE 13054-G sreu..l oA.,vc cHR1ST 69- fill APN: 256-12245, -46, -48, -49, & -53 - - - a .. EXIST PROP.: .. .. - .....,. ..,.. --- , ... IE-160.0 1 11A, E. COURSE fr .•1.3' .. , LAYER USH ROCK AGREGATE ' If • ,: ' TOP GE SLOPE• a 0.75' 1WDE HMP SIZED MID 1• NBR - FIG = 161.5LAYERO.S,cy ,• •. 2" BEDDING COURSE ` ff�8000NiROL - 6n'1ABE BASE COURSE AGGREGATE TE 1FIG=59.5 — " , ,!. „ .: O. — - 24 MIN. ENGINEERED SOIL "'." ,:.36-X 3ff' BROOKS " ,:38 X 3B BROOKS 75 WOE HMP SIZED MID I -�._ __. AIMI TRAAl1N Ad SIN• AND APPih?L dNCFO __.. _. ".____—. ____1 �...III,.' R �., ANGULAR ' y -" • —i_ ��I 1 -JCL mutt FLAW - - - "'-"' 'PVR WILLI WK(JUJUR4 - •^ •-•• rvw.• OV6 V IJIRV4IVRG ,r. n ,.wunw. nub . ORV011CV mvi n —.O AIO YOp fLUOM TO BE MAINTAINED /N PERPETUITY BY HOA T�160.8' NAUME WSEL l TG�780.8 IE 160.D CURB (WHERE PER SW1dA r EL = 159.9 ' r , APPLICABLE) ' ,— 1—III—III ' I LI--III—III. III —I. BASIN ANISHED "RESTRICTOR BASIN FINISHED WATER OUAUTY N0 3" i" PEA RAVEL DOC / 7Ol l - 05 7$OI-7 SURFACE EL=I59.5 _ , PLATE ASSEMBLY. SURFACE EL=159.5 _ VOLUME (DgCV) WSEL NOTES 15 TO B - - - - - - -- -- __ _ __ NO LINER OR FILTER FABRIC E USED. UNER 1 t— 12' i' CLEAN CRUSHED ROCK REC I A' 1 }-17 1 _ _ _ _ _ _ PROPOSED � __ _' '• -- I PAVER INSTALLATION SHALL BE PER MANUFACTURER'S I__— _ RECOMMENDATIONS PAVER SECTION IS SHOWN FOR REFERENCE, III i 2" HW SZED FLOW 18" PIS ONLY, PAVER SECTION IS REWIRED TO MAINTAIN IMPOSED LOADS I -i I I III= I I h I ;L III 4' PERFORATED PIPE W/ '',, 8' PVC — III III _ 'DRAINPB E OF NOT LESS THAN 75,000 LBS. FILTER AT THE FABRIC PERFORA17ONS L. DRAINPIPE 56.5 ORIFICE — III 2' NMP ZED FLOW - iB" PVC OUTLET " I I 1 I -I I PERFORATED ORIFICEPIPE,/E-156.5 UNDER RN PIPE 156.5 r TI ICAL SECTION, PERVIOUS PAVERS TTTT N FROM HMP BASIN NOT ¢ 4" PERFORATED PIPE W/ FILTER FABRIC I' - =III — N TO SCALE PBUMA71ONS AT THE INVERT,' PIPE TO r 4 III I RUN EN7IRE LENGTH OF BMP AND ' - -� _III_ 1 I=I I CONNECT TO OUTLET STRUCTURE I III III mSAND. `"ENGINEERED SOIL" LAYER SHALL BE MINIMUM 2EN DEEP ,O19 UTLET STRUIr CTURE. DETAIL "SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN TOPSOSAND, 20-30.L COMPOST OR NOT TO SCALE MULCH: AND 20-30X TOPSOIL . NOTE BIOFIL TRATION BASIN SPECIAL INSPECTION OF ALL POST CONSTRUC77ON BIORETENTION BASINS BY THE ENGINEER OF - ' RECORD OR ANOTHER LICENSED CIVIL ENGINEER REWIRED AT: THE FOLLOWING STAGES. PROGRESS , ' NOT TO SCALE PICTURES OF BIORETENTIR BASIN CONSIRUC71ON SHALL BE TAKEN AND PROVIDED TO THE CITY - • AT THE FOLLOWING STAGES ` I. BASIN EXCAVA DON 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP OR, FlCE, ETC. :3. PLACEMENT OF RAVEL LAYER • I 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING 6. FINAL COMPLETED BASIN 197H VEGETATION 61-ABUSHED � r �' �'1.1_�'Gffi�L7®�!d►Ya�f�� t�l!L7l-7lX7LL'7'. OO�w I/9 o w ¢@W RpOFESL4 ¢ xx ����EFG N3•o�fy �jLL No. 80356 N �Q' � 00 z w CF CAUF� a v"i a WAND LARET SUITER & ASSOCIATES CIVIL ENBINEDUNB a LAND FUNNIN89 LNE08YNYEYNNI e .- : 535 NaeW Highway 101, $10 A, 9a4m Beach, CA 92875 ph 858.259.82121 It$58.259.0127ppaevgloeulpg.o® CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE - AS -BUILT BY Br ENGINEERING DIVISION APPROVALS '. CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT :DRAVJVINGNO.ABgALAS LOTS S lS�1id PLANS PREPARED UNDER SUPERVISION OF 371GNSANDDETALSFOR:AW,IA1._�5. L•If �— DESCRIPTION: 25BRASS DISC`134WCC51 �/.�- RECO _ APPROVEDi OTS LOCATION: SDWK IN SE QUAD LEUCAOIA BLVD HORIZONTAL N/A. 0. 9/Z8/2T . f BATE • LY• jI[ �� L y� RDLAN' $=� RECORD FROM R0318416 TYLER G LAWSON DATE Le // %1O CLARK AVENUE CARD PLAtY 10-4-21 ELEVATION: 176543 VERTICAL NIA (RGE NO '.80356 STEVEN NOWAK ig ! cNWa3T PIERHAi50�KMDATUNI: NAVD86 o-a-27 AWN: 256-122-45, -46, -48, 49, &'-53 RG LAWSON !'.' .:����6 e'L dO�?D/R- REVIEWER INSPECTOR S NIOR ENGINEER EXp 12131T78 DATE PLANNING CASE N0, 15-064 TMDB/DR7CDPIMND ; PLEA 2186 03 < HORI➢ 1 PLAN VIEW ADELAIDE CIRCLE SCALE: HORIZ 7"=20' ❑ CLMDATA TAME LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS L6 8.96, N 6114'46" E - 6" G-1 CURB U 6Z28' N 1019'08" W - 6" G-1 CURB 18 8.96, N 87*53*03' W - 6" G-1 CURB I9 10.52' N 1019,18" W - 6" G-2 CURB & GUTTER 12 25.08' 28 LF = 5119*120 6" G-2 CURB & GUTTER C3 177.76, 36 LF =28238'23 6" G-2 CURB & GUTTER N 25.08' 28 LF m 5T19'12" 6" G-2 CURB & GUTTER 1 93.53' N 1019'18" W 6" G-2 CURB &GUTTER Q C19WERPEDATA -AVaALIECHaE LINE LENGTH CHORD/BEARING RADIUS DELTA 1 /28.47' N 1019.18" W - - 2 8293' 60 LF 79.11'23' 3 126.81' N 89'30'42" W - - [LillJ1.w I N ex-Jucz w o c-[ wnn c um lxn 12 8.48' N 1857'06" W 6" 0-1 CURB 1 62.29' N 89'30'42" W 6" G-1 CURB 14 a48' N 19'55'42" E 6" G-1 CURB 1 0.53' N 8930'42" W 6" G-2 CURB & rJl i CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT RECORD PLAN 10-4-21 DESCRIPTION: 2.5" BRASS DISC "134WCCS1" �yy LOCATION: SDWK IN SE QUAD LEUCADIA BLVD HORIZONTAL. 1i 20' f 9/28/21 RECORD FROM', ROS 18416 TYLER G LAWSON DATE ELEVATION' 178.543' VERTICAL: 1„=5' 7DATUMNAVD88 10-4-21 26-C SCALE HMZ.- 1"=20 VERT. 1 =5 RSD RSD R ER A. DRSD TYPE RP D 3D etNthll Ut LUIS T—IJ YLK FINAL MAY U PROPOSED MAILBOX EASEMENT FOR MAIL DELIVERY © PROPOSED PRIVATE DRAINAGE EASEMENT FOR THE PURPOSES FOR THE BENEFIT OF LOTS 1-13 PER FlNAL BENEFIT OF LOTS 1-4 PER FINAL MAP PASCO LARET SUITER ❑7 PROPOSED PRIVATE OPEN SPACE EASEMENT FOR GRAPHIC SCALE 1"=20' & ASSOCIATEB STORMWATER TREATMENT PURPOSES FOR THE BENEFIT cmLPNMxsMxo. uxo l9ANIIwa WIx W11Y[YIX9 OF LOTS 1-13 PER FINAL MAP PM Nm Maim"10L EIe A, 8d B. c SM75 20 0 20 40 60 Pe SH459.012 l 1t 858aMAe12 l PWMBIM lxbma ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO PLANS PREPARED UNDER SUPERVISION OF R% APPROVED: GRADING PLAN FOR. DATE: plsl7 ild`a,>/Xe 710 CLARK AVENUE 13054mG 2� R.C.E. NO. W356 STE EN NOWAK u CHRISTOPML-R AG KU APN: 256-122-45, -46, -48, 49, & -53 TYLERG LAWSON EXP.. 12131/18 2-&-lo IQ-a0_QK� DATE DATE PLANNINGCASENO:15-064TMDWDWGDPIMND SHEET 6OF11 w PLSA 2186-03 2 LEGEND: PROECT PROPERTY LINE - - EXISTING RIGHT-OF-WAYIPROPERTY LINE CENTERLINE OF ROAD PROPOSED CONTOUR LINE 140 EXISTING CONTOUR LANE PROPOSED MASONRY RETAINING WALL PROPOSED SOUND WALL (NON -RETAINING) OA917S OF GRIND AND OVERLAY -T— LOT NUMBER LOTT PAD ELEVATION PAD-2= FINISHED FLOOR ELEVATION SOIL BURIAL AREA SOIL BURIAL CALCULATIONS: VOLUME OF BURIAL ONSTTE 4,000 CY P07EN77AL SOIL BURIAL AREA 51,300 SF AVERAGE DEPTH OF BURIAL -2.1 FT LOWEST UTILITY INVERT ELEVATION 151.8 LOWEST DEPTH OF EXCAVATION 149.7 SOIL BURIAL NOTES: NOTE: THE ACTUAL BURIAL UNITS MUST BE FIELD SURVEYED, AND A COVENANT RECORDED PRIOR TO ROUGH GRADE APPROVAL ADDITIONAL NOTES: APPLICANT/CONTRACTOR SHALL PROVIDE PUBLIC NOTICING PRIOR TO DISTURBANCE OF CONTAMINATED SOIL PER CITY OF ENCINITAS ENGINEERING DESIGN MANUAL NOTICING REQUIREMENTS R It FRONT YARD YARD — — — N o � �T PROPOSED CONTAMINATED INSTALL 8" PVC WATER MAIN SOIL BURIAL MISTALL GE07EX77LE PRIVATE ROAD FABRIC LAYER - INSTALL 8" PVC SEWER MAIN SECTION A -A NOT TO SCALE Irl v REAR YARD PROPOSED CONTAMINATED SOIL BURIAL TALL GE07EX77LE IR/C LAYER l ti IN IN - - _ -... - - PASCO LARET SUITER _.. t GRAPHIC SCALE 1"=20' NINE � ♦ /�I t J l .i _ _ OMENB L IXFE IAIIDRY 080EYIXB __ �- 333 Noc[h N18hxry 301. 8h A. 8alene Bewh. CA 9]OJS 20 O 20 40 60 ph 858.259.8212 fr 858.2594812 I plueuelueetlupeem CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. RECORD I'[ AN _ 10-4-21 DESCRIPTION: 2.5" BRASS DISC "134WCCS1" LOCATION: SDWKINBEQUAD LEUCADIABLVD HORIZONTAL.1 -20' 9/28/21 PLANS PREPARED UNDER SUPERVISION OF DATE: •LSYT RECO 1 APPROVED' CONTAMINATED SOIL BURIAL PLAN FOR: 710 CLARK AVENUE 13054-G TYLER G LAWSON DATE _ RECORD FROM: ROG 16416 ELEVATION: 178.543' DATUM' NAVD88 VERTICAL. _—_ R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/18 -��.1 STEV N NOWAK [WRIST HER HA600$ M / x/ /'^ �`" '2 Ro aOl� DATE DATE APN: 256-122-45, -46, -46, -49, & -53 PLANNING CASE NO 15-064TMDB/DWCDP/MND 10-4-21 SHEET70F11 REVIEWER INSPECT R SENIOR ENGINEER PLSA 2186-03 aiNl.'� a.4'�7WZC :• r�r t • 1• ,y \ ,`LI 8,�r ■i 1 ', •BA a ��\ 1 \ R V W.1 ae •!'� 4Vr � �F�4 "s" �'1-sj � �G���,����IIIIIII���:Gi ��oT�i a py1, Ll PAIN ------------ AP R. AP 31 tVIA iR) • 11 1�• �, __ r�l, T:p r 3 Lei A5. y M 1' wall- 119 f 1 xl 11'• / � .. ♦ .�r� �?: "I ,I.N;'�I'TF"1`:�els :li ' Nj� iC� �E7i :C-°-'i jr '�,. .V'1 AI,- j!"� - _. �■■\1 "�?.'ty'TiM E ,ak '4 Poll ,.ium>w r^'^�'• ,. rtp. . �R 1�9' ♦�� \� Ns,N ,,s`.,- a: "'- "ae .� ..` ,`sst%.a.^#" t 1 ^_�♦ - - - - - I�f 1� \"xPa °3 ri'a,;slal�al ol. x x I Ia dV�.' .. .'I�.0 `""I T'+ -"�ryyl.I. .. i� , I. APR fit MOO RECORD PLAN PLANS PREPARED UNDER SUPERVISION OF a `•� — 9 '\ O Z 1� � r ®� � tl]��H.13TV'i "�7\6TGIG1'1�tM.13418BA7-5'I� — N B r .TYLER 0 DO. DATE , 80366 VERTICAL RCIE, I� WWWWWWWWWWWW� .=TaaraWR�=a�r.,=,..- m�:a r� y EROSION CONTROL LEGEND 3 p P r ® CONSTRUCTION ENTRANCE PER DETAIL A AREA CRAW II i GRAVEL BAGS PER DETAIL B —ir— 0 SILT FENCE PER DETAIL C TWO "YORS FEE: FIBER ROLL PER DETAIL D OF GRAVEL BAGS WIN I �I Ilr OOYFALAPPEp II I t NOTE: DETAIL B: GRAVEL BAGS 1 p CONTRACTOR ID FIELD Y CMISRUCTON NOi 10 SG1£ Ff1MANCE IN THE D AS NECESSARY 'J CHANNEECT RVANRIE BARRIER AND WANNEUZE RUNOFF ro SEDIMENT A MAPPING DEllm W I'I �j 'I> I WITH AS REQUIRED ro ACYXXAODATE I? I ANTIOPATED TRAFFIC / I RUNCFF THIRD LAYERS i I OF GRAVEL BAGS WM I 1B' RADIUS A ENDS GAP B£iMEEN BAGS OVERLAPPED ' 20' MIN ACTS AS SPILLWAY DETAIL A: CONSTRUCTION ENTRANCE I i rar ro scNE I ABORES" E Nil Rs ABC GRADE� 1 i-0' UIOTNERWSE SPECIFIEDREE BYyA A SORB ENGINEER Ale MIN COARSE SECTION A -A I / TNFASIIRfD� x d MAJRAE�S14RT v AM IKAL 1. SET PoSIB AND EXCAVATE A 2. STARIE MIRE FENCING TO fF.l4 A02 WMRf R /I 4 BY 4 WS0 BY 10 E POSTS MINOR OPEdQ A �� i � AL.fWG nE LANE Lr rosts TrPICM FIBER Rou INttNUTNW Al x _ DETAIL D: FIBER ROLLS .0 i! 4 3 -- i Nor ro muc Ir t ��'-r . III ,} AUAW THE FILTER FABRC W A BACXFNL AND COMPACT ME I I I THE ARE FWrE AND Erma IT EXCAVATED SCR. jr, I WiD ME IREfIGH. I �i i rT I� �� 4-.a4• i I �) I I FILTER FABRIC - � �� I Idly / DETAIL C: SILT FENCE r NOT TO SCALE I I I S70RMWATERPOLLUDONCONTROLBMPNOTESRELARVETO I CONSTRUCTRWACTMTiES ICONTD FROMSHEET 11 I � FERR XL SPAARI TABLE (PLACm W LEVEL "Rues) SLOPE WCIINARW HGMZWTAL INFE1RVAL AI (H: h W FLATTER ZD FEET (MAXIMUM) BEiNF1N 4l AND 21(HV) 15 FEET (MAXIMUM) 21 Ok V) OR STEEPER 10 FEET (MAXIMUM) l� SHALL fr I ` P, STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE 70 PRESENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE WERE STOREDMATERIALSBE CONTAINED I SITE ELIMINATE OR REDUCE RAW. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED NATEUOR THEY RILL STAY DRY OUT OF THEFROM LT E-S MAY INCLUDE SOIL, MATERIALS ASPHALT CONCRETE AGGREGATE BASE, POLLUTION OF S70 R FROM STOCKPILES KEPT ON -SITE STOCKPILES i ) FLOWS LETS ETC. S70L'R SHALL BE LOCATED AWAY FROM CONCENTRATED ST STORMWATER SLOWS AND STORM DRAIN INLETS SHALL BE HALL II DIVIDED NTH PERIMETER COVERED OR PROTECTED WIN SOIL H7ABmZATIO! MEASURES AND FRONDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. PR .I-_-- TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION W THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WIN THE CITY OF ENCW/TAS STORMWATER POLLUTION CONTROL REQU/REJAENiS THESE OAP NOBS SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND TI, THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS A60UT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBIUTIES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON INC GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM /S STRICTLY PROHIBITED. I - NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STOR14W47ER. BERMS/DIKES SHALL BE PLACED AROUND ALL OIMPSIERS TO DIVERT THE NATURAL SIDRAN RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LOS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTTES U WTHOUT LIDS SHALL BE PLACED WTHW STRUCTURES NTH IMPERVIOUS ROOFING OR COVERED WIN TARPS IN ORDER 70 AVOID RAW CONTACT NTH ANY TRASH MATERIAL U - + -- --- �, — MANY CONSTRUCTION MATERIALS WOUDNG SOSFNIS WATER -BASED PAINT$ VEHICLE FLUIDS, BROKEN ASPHALT AND < m Y CONCRETE; WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYQABLE MATERIALS MUST BE TAKEN TO AN y:2 on -, APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ONDISPOSAL OF HAZARDOUS O ¢ n MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7I4-1195. FOR INFORMATION ON LANDFILLS AND TO m O $ — - -- ORDER DUMPSTERS CALL EXID AT (760) 436-415I. h - - OFESSN�L,, AND RECYCLING RECEPTACLES AROUND THE ir POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PUCE TRASH CANS rvOp G Lq`F! IN r t 517E Oy ye~+� m T PORTABLE TOLETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL ' w No. 80366 m m PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAW INLETS ON PERVIOUS Fxp. 12/31/18 m m a - SURFACES.* ---- ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET. GUTTER, AND STORMDRAW CONTRACTOR MUST �A�d am '=`_ ROUNELY CHECK ANDCLEAN UP THAT MAY H AW TRAVELED AWAY CAl\F FORRMORE R ONSTORMWATTERL POLU71ON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE a v"ia ENONEERING DEPARTMENT, CITY OF E74CINITAS A7 (760) 633-2770 PASCO LARET SUITER "-\ GRAPHIC SCALE 1"=201 & ASSOCIATES CIVIL ENGINEERING« LAND M HIM+ BAND BANITIINB 535 North BiBhmy 10L Ste A. Sol"s Beae6, CA 92075 20 O 20 40 60 ph 858.259.92121 fn AN.259.e8131 plaamBioeWOB.mm ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. APPROVED: EROSION CONTROL PLAN FOR: 710 CLARK AVENUE 13054_G N NOWAK CWB.ISTO 4M MA600 I APN: 256-122-45, -46, -48, -49, & -53 DATE PLANNING CASE NO: 15-064TMD8/DR/CDP/MND SHEET 8 OF 11 PLSA 2186-03 rP-m• 6To-vu Lars T-W n , w In A ® C GAMPHORA CAMRgR TREE 24" BOX 4 M Q 71 CHITALPA TASHk:ENTEN515 GHITALPA 24" BOX e L HA HETEROMELES AFOnFOLIA TOYON 15 6AL. 30 VL ® LOPXOSTEI40N W11F''BLTUS ERISBAIE BOX 24" BO% 5 M 0 STAGA CHINEWBIE CHIME PISTAC+E 24" BOX T M ® RATAHIS MEXIGANA' MEXIGAN SYCAMORE 24" BOX T M sHmm size QTY. rucoLs erM. ® ASAVE ATIEUATA AGAVE 5 6AL. 68 L ® ALOE SPRO9096W ALOE 56AL. 15 L ® AlV705TAFRYL05 PACIF4 M5T' MANZANTA I SAL. BT L ® CALLISTEMON V. LITTLE JOIN LITRE J" BOTR.E0MW 5 6AL. 11 L ® CEWIOTHL5 T. 6RIM6 YAWN POINT KID LLLFC I SAL 52 L ® CISNS FLRPLRBS Rocr;Rox 5 SAL 50 L LT LI61YTRLM TE%AWM TEXA5 PRIVET Is SAL 5S M RC RNA%M CALIFORNICA COFFEE BERW 15 SAL 41 VL ® SALVIA 6RB56II krT" SAGE 1 SAL. 14 L sRan� corm size M"Ls sm. ® BACCHARS PIWLARI5 DMW COYOTE 5RU5M FLATS. 12' OL. L M, LANTANA SPP. LANTANA 16AL • 24' OL. L ® RLSMAMM S oFFICINALI5 PRD5TRATA' PROSTRATE ROSEMARY I SAL • 2C O.C. L r:TA SENECIO MNWRAL15CAE BILE CHALK 5nCK5 FLATS • 12' OL. L sioptErmoN DMIN AROUND coym Wn MCIOLS 0 CARE%NHLLICOLA FoaTHILL 5ED6E LRERS•IaroL. M ® MMLEEEROIA RIGE5 DEER 6RA55 I SAL. • 24" O.C. M YJNlB _ SIZE wTY. Y"OLS lv*v FICIX REFEN5 CREEPINS FI6 5 6AL. 21 L Nm I. ALL TREES WITHIN 10' OF ANY HARDSCAPE ELEMENT, SHALL RECEIVE 104FEET OF 24-INCH DEEP ROOT BARRIERS. 2. ALL SHW AREf5 5H4LL RECEIVE A 5' LAYER OF SHR82 7 BARK MACH. Em -------- V NT SPLIT FACE MASONRY WALL. _._._ SEE DETAIL A ENT 3. Q V MT VWD SATE V NT SPLIT FACE M46ON ZY BLOCK WALL RR AWISTN:AL REPORT. SEE DETAIL B, SHT B. allm NOMINAL FACE CWIC TOFU IT FACE MASONRY BLOCK WALL �1 it rAfir OWN � IV _1 y �suw_ f �n C • �t a e RI9:4,.w.a� © Y �+711 L All N � s'+♦'� 'WET F8r E y i a 3 my •x y�,!SiiiyQr L ��� T r4 i ,f u - v i?? i 3 r f Inwilliny i �.,"sri' 3 _ ,�,y.?r. y,•., s;7 sr�e ,. ® ® l� g 3rElB 3 4 i rd �-• ;._ mtS6 m6ri►m�i m3reDm DmmmmmQm3�iim D6immmmA.���,e ��� ?�®.s.mm■_,® J pp,� it Asamz�� ®' 3®` .. a _ MINIM NIERM PLANS i _ • YII�I� PREPAREDUNDER HORIZONTAL: 10/05/21 RECORD FROM: ROS 18416 DATE STE at4 AMEX MA60DSYM -- • --MwDy --•E13•IIyG93F111ICiJ3lTilel�i3•R"173JTeTIJIy3F7• I &TF PLAVVIVGC&SE�• •., u•: •: •-h��• lSli•� I IDLANTINO L1=0CNO PIWA 4 watt Imewc c NANe co61NON No N¢ sIa arr. w cots 1 6' HT SPLIT FACE MA50Ntr KALL. JM GAMPHORA CAMPHOR TREE 24" BOX 4 M ----- SSEE DETAIL A, SHT S. 0 6'HT A= SATE 'TFLA TASHKENTEN515 CHITALFA 24'50X 6 L VHT SPLIT FACE MA6ONRY BLOCK WALL PER ACCU5TICAL NEFORT. ELE5 AREUTIFOLIA TOYON 15 SAL. 30 VL 5ff DETAIL B, SHT B. EMgJ GONTERTUS Rt15BANE BOX 24° BOX 5 M GHINEN515 OIINESE P15TAOC 24" BOX 1 M pr S $EXICANA' MEXICAN SYCAMORE 24" BOX 1 M ® AGAVE ATTEMATA AGAVE 5 SAL. 66 L ® ALOE 5PIN050551MA ALOE 5 SAL. IS L ® AFCTOSTAPHYLO5 PACIMO MIST' MMKA111TA I SAL. 61 L p cALLISTEMON V. LITTLE JOHN LITTLE JOHN 50TnJ5RJ5H 5 SAL. IT L ® CEONOTWS T. 6RI5TBS YAIKEE POINT WILD LILAC I SAL. 62 L i ® MT05 RRRREUS ROCKRO°.,E 5 SAL, 60 L LT LI6U5TROM TEXNLM TEXAS PRIVET 15 SAL. 83 M RC RHAMN/5 GALIFORWCA COFFEE BERRY IS SAL 41 AL ® 5&Y AA 6111E6611 A rr" SAGE I SAL. 14 L i OItOIR'® CCJT9P5 513° Y{JGOLS m 5ACCNW5 FILLLW5 DWARF COYOTE Bqw FLATS O 12404. L ® LANTAµA SPP. LANTAt1A I SAL O 24' OC. L En R45fNRIIL5 OFFWINAUS PROSTRATA' MW5TRATE ROSEMARY 16AL. a 24' OC. L ® 5BFL10 MANDRN.ISGAE Six CHALK 5TICK5 M A75 O 12' OC. L - 0100TWON DAVN ORIOM 09AM size 144OLS 0 ( GAREX TMLLIGOLA FOOTHILL SEDGE U@EW O 1600C. M ® MX$EtEe:61A R16EN5 DEER SRAS5 I SAL. O 24' OC. M VINM 9I= ax. rvoOLS sYN. nAllf� FIC13 REPETS CREEPING P16 5 SAL 21 L N01E5 I. ALL TREES WITHIN 1O' OF ANY NARD5GAFE ELEMENT, SHALL RECEIVE I0-FEET OF 24-I1*CH DEEP ROOT BARRIERS. 2. ALL SHIM AREAS SIMLL RECEIVE A 5' LAYER OF SHREDOW BARK MACH. -®'j lit ]O 10 O 30 40 60 SCALE: I'=20'-O" CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK SCALE AS -BUILT "NbY ii tomtCKtu NT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 4 AS -BUILT PLANS 10-6-21 1 1 PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION M BRASS DISC EUCADICSP, RECO 41 APPROVED: LOCATION: N 2.6'B SE ASSQUADDISC 34WDIABLVD HORIZONTAc. 10/05/21 710 ClARK AVENUE C �+ RECORD FROM ROS 18416 DATE ///// - - 3U54-G ELEVATION: 178.543' VERTICAL: /' 2-1-1p u; NOW AK z i HAG, sKu ApN: 256-12245, 46, -48, -49, 8 -53 DATUM: NAVD88 10-6-21 DATE. v � zo A1� REVIEWER INSPECTOR IOR ENGINEER MAO.0 A• MOODY oA ` -O DATE PLANNING CASE NO: 15-064TMDWDWCDP/MND 10 OF 11 A J 1 QNn POOB`�" tNP'Imfaom As INDICATED ON PLAN OROM 1" ABOVE FINISH &RAPE 2 ) I FINISH GRAPE IISTAUM PER FINISH 6RA M AT SLOPE 1 b 5 T b 9 B 4 14m ?10 .� y7, 8 IELOMMEImKWAC�ATIONE, BACKFILL MIX (SEE NOTES) i 101". / y SI.B6RAOE PLANE TABLETS (SEE NOTES) 4 PLANTS PER PLAN \ IF HER %WACE OF PAVED All IMPROIfr£NT ASTE CM �INDIGAIED ON V 6�) T9tIN6 BASIN (IF PLAN NK — 05' BHLCH LAYER (SM SWTION � '-''� LEeBO FOR DEPIW OF T E YITH Ia OF ANY WALK, E6WDIN5, UTILITY OR '�., ; to gppK hULG1'aW.L EE WILED 5, 5, APE, 1 - BASE OF 1f�9N/aJB \- \ � II1O' OF ROOT SAlWBIR \ AAMMK o� �wasE ROICATED ON I NOTE: ' 2xROOTBALL DIAMETER MOB 705 PFE� IN TURF APE06 CLNIRAOTOR SHALL I 2 YE TLFW MfK Tom. DM. +"+ n r t AT OF THE INSTALL AN ARBOR 6UARD AT THE a - ONE OF Tit TRNK. 4 2 PLAN 5 A ROOT BARRIER B TREE ANfl SHRUB PLANTING E— WIND 11°°" T� TRI W. I PREPARED SAIL 3VINYL SEE TREE PLAMIN6 DETAIL IC2 2 PLANT TABLET TT� TIE (4 RESWEP) T s FINISH 6RADE DIA x 10' [[OR 12 LOOSE 5549 4 CCNA(E CN0 OR H4RD5CAPE`PINE TI TIME — IH� VENT A6 POICATED ON 60 ABOVE SWINS <iVf OF TREE. TIE 9M71AD PROVIDE NOT ,liamw O MOWIWVEMENT 3v 5 �LI FTI9R A6 AGAINST STAKE. CUT STAIQ5 OFF INDICATED ON PLAN 1 6' ABOVE TES. OFINISH 6RPDE b - D PLANE PER PLAM _ 7 4 m e e' • I WLL OL. PHL PLANT LE6ET® Q 4' NIGH WATERING BASIN (IF REfRp%W D x OL. SPACING PER PLANT \ T 2 INSTALL FOR WARD AT THE b T A� AT EDGE OF PLANTIN5 EASE OF TREE IF IN LAM AREA 6 CLAN LOCATE ALL TREE OJTVOE OF RIGHT OF MY. 4 ] b 9 s n i � I h 111Tr�—i-�I I Im '- f c n SECTION �[ON G TREE DOUBLE STAKIN6NT� D 6ROUNDGOYER PLANTIN6 LANDSCAPE ARCHITECT ON -SITE OBSERVATION: +ON -SITE OBSERVATION BY THE LANDSCAPE ARCHITECT SHALL BE DETERMINED BY THE OWNER AND SHALL INCLUDE VERIFICATION 4 APPROVAL OF: -PLANTS INSTALLED AS SPECIFIED -IRRIGATION SYSTEM INSTALLED AS SPECIFIED -SMART IRRIGATION CONTROLLER SET ACCORDING TO IRRIGATION SCHEDULE -IRRIGATION SYSTEM ADJUSTED FOR MAX. EFFICIENCY, ELIMINATE OVERSPRAY/RUNOFF -IRRI6ATION SCHEDULE WAS GIVEN TO THE PROPERTY OWNER -LIST OF 055ERVED DEFICIENCIES PLANTING NOTES I. A. THE PLANTING PLAN 15 DIAGRAMMATIC. ALL PLANT LOCATIONS ARE 16. FINISHED &RAPES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, APPROXIMATE. PLANT 5YM5OL5 TAKE PRECEDENCE OVER PLANT QUANTITIES 51LL5, AND AALKAAYS IN ALL AREAS. WHERE 500 15 LAID NEXT TO THESE SPECIFIED. IMPROVEhI£NTS-FINISH &RAVE BEFORE LAYING SOD SHALL BE 1-1/2" BELOA A. QUANTITIES SHORN ON THE PLANTING PLAN ARE APPROXIMATE AND THE TOP.I6. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. B. CONTRACTOR SHALL NOTIFY THE LAN125CAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHORN, li. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE AEED5 ARE PRE5ENT, PER MANUFACTURERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRI6ATION PORK. AEED5 SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE PROCEEDING PITH PORK. 5. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALY515 REPORT FROM SUNLAMP ANALYTICAL LA55 TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING AORK. 501L ANALY515/RECOMMENVATIONS SHALL INCORPORATE TRI-C ENTERPRISES 6-2-4 + HUMATE. 4. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE THOROUGHLY SOAKED. S. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF L£55 THAN 10%, SHALL BE CROSS -RIPPED TO A DEPTH OF 51X (69 INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER I,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER 501L ANALYSIS FROM SOILS REPORT): A. 5 CUBIC YARDS NITROGEN FORTIFIED REPY400D 5HAVIN65 B. 100 POUNDS A&RICULTURAL GYPSUM 6. EACH PLANT SHALL RECEIVE FOLLOWS: A. ROOTED CUTTING/4" POT B. I GAL. CONTAINER C. 5 GAL. CONTAINER D. 15 SAL. CONTAINER E. BOX TREE SOILS AMENDMENTS: THE RECOMMENDATIONS FROM ITEMS 5 4 6 ABOVE ARE STRICTLY FOR BID PURPOSES ONLY. FINAL AMENDMENT SCHEDULE 4 FERTILIZATION RILL BE PER 501L ANALY515 4 AS. SUITABILITY TEST FROM SUNLAND ANALYTICAL LABS. "TRI-C" (OR EQUAL) PLANT TABLETS AS (1) PACK (1) PACK - (2-5) PACKS (6-5) PACK (1) PACK PER 5" BOX SIZE T. PLANT BACK FILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. 6. PLANT PITS SHALL BE TWICE THE WIDTH OF THE DESIGNATED NURSERY CONTAINER. 4. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROAN IN CONTAINER5 FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. 10. PLANTS SHALL EXHIBIT HEALTHY 6ROATH AND BE FREE OF P15EASE5 AND PESTS. 1L STAKE ALL TREES PER DETAIL. 12. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 15. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS. 14. 5HRL65 SHOWN IN PLANT AREAS SHALL BE UNDER -PLANTED WITH 6ROUNDCOVER 5HOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 15. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL 51JILDIN65, STRUCTURES, AND AALL5. FINISHED &RADE5 SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR 5TANDIN6 WATER 501L ANALYSIS: CONTRACTOR TO PROVIDE 501L ANALY515 4 AGRONOMIC SUITABILITY TEST RESULTS BEFORE THE FIRST PRE -JOB MEETING FROM 5UNLAND ANALYTICAL LABS. ALL FERTILIZER PRODUCTS SHALL BE FROM TRI-C ENTERPRISES. PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED FREE. 18. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS, MUST BE COMPLETED IN A GOOD WORKMAN5HIP MANNER, AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. ' IQ. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOAIN& SCOPE OF AORK: A. DAILY WATERING OF PLANT MATERIAL A5 REQUIRED. B. YEEKLY MOAIN6 OF ALL TURF AREAS. Co. IAEEDIN6 AND REMOVAL OF ALL WEEDS FROM &ROUND COVER AREAS. D. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, 5HRU135, OR GROUND COVERS. E. FILLING AND REPLANTING OF ANY LOW AREAS AHICH MAY CAUSE 5TANDIN6 WATER. F. ADJUSTING OF SPRINKLER HEAD HEIGHT AND 104ATERIN6 SYSTEM. 6. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPIN65, AND ALL FOREIGN DEBRIS. I. AT 60 DAYS AFTER PLANTING TRI-C 6-2-4 + HUMATE 4 MYCGORHIZAE ORGANIC FERTILIZER SHALL BE APPLIED AT THE RATE OF 6 L55. PER 1,000 5GUARE FEET TO LAWN AREAS AND PLANTIN6 AREAS. 20. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. 21. ALL GROUND COVERS SHALL BE GUARANTEED BY THE CONTRACTOR A5 TO GROWTH AND HEALTH FOR A PERIOD OF SIXTY (60) DAYS AFTER THE COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF NINETY (410) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE 6UARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT P051TION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE 22. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALLREMOVEAND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REGUIREMENT5 OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS 5PECIFIE17 FOR THE ORIGINAL MATERIAL GUARANTEE. 25. ALL SHRUB AREAS SHALL RECEIVE 5" DEPTH 'PREMIUM LANDSCAPE MULCH' FROM MB OR6ANIC5 (760)4-1I-7611, UNLESS NOTED. A SAMPLE SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT FOR APPROVAL. 24. ALL TREES TO BE PLANTED A MINIMUM DISTANCE OF: A) 15' FROM ALL STREET LIGHT POSTS B) 5' FROM ANY SEVER, RATER OR DRY UTILITITY LINES C) 1O' FROM ANY GAS LINE OR STORM DRAIN. D) V FROM ANY DRIVEWAY E.) 15' FROM ANY FIRE HYDRANT 25. ALL TREES PLANTED WITHIN V FROM ANY HARD50APE PAVEMENT, OUR55 OR PROPERTY LINE SHALL RECEIVE A TYPAR 'BIOSARRIER' ROOT CONTROL CONTINUOUS ROOT BARRIER INSTALLED IN A 10' LINEAR APPLICATION, OR A5 5HOAN ON PLANTING PLAN. ROOT BARRIER SHALL NOT ENCIRCLE THE ROOT BALL. SEE ROOT BARRIER DETAIL 4 INSTALL AT DEPTH RECOMMENDED BY MANUFACTURER. _ ' CHANGE NO.I DESCRIPTION I APPROVED I DATE I BENCHMARK I SCALE I . AS -BUILT 1 ulz iI TIN u ev: 1 J""N ev: 1 cHecK.., nr: I ENGINEERING DIVISION APPROVALS I CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT I DRAWING NO. DESCRIPTION: 25' BRASS DISC "134WCCS1" LOCATION: SDWK IN BE QUAD LEUCADIA BLVD RECORD FROM. ROB 18416 ELEVATION: 178.543' DATUM: NAVD88' HORIZONTAL' VERTICAL: 10/ANEER ^ DA DATE'-I-�� / 1MKC A. NDOBVIR EI 21 A-11-/g awzo 2614 DATE DATE I PLANNING CASE NO: 15-064 710 CLARK AVENUE APN: 256-122-45, -46, -48, -49, & -53 13054-G