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2019-14267-G (Plans)LEGAL DESCRIPTION LEGEND GENERAL NOTES IMPROVEMBWT SYMBOL 7HE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS PROPERTY UNE........................................................ . I. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PUNS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PARCEL I. SETBACK LINE. ____--- THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DECO AREA REGIONAL CONSTRUCSTANDARD ALL THAT PORTION OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORIHEAST QUARTER OF SECTION R TOWNSHIP IJ ..................................... .-.-�. DR V STANDARD DRAWINGS ANY CHANGES OR REVISIONS HEREFROI SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO s- w > SOUTH. RANGE 4 NEST, SAN BERNARDINO MERIDIAN, W THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE EXISTING OWnRM...................................................... ANY REQUEST FOR INSPECTION. SITE in �StT. �z OFFICIAL PLAT HEREOF, DESCRIBED AS FOLLOWS EXISTING SPOT ELEVATim.................................... _...... ....... ., . 1 THE SOILS REPORT 717LO 11WED GEOTECHN/CAL INVESRGAIICN ENCINITAS VILLAGE: PROPOSED IMPROVEMENTS MOUNTAIN BEGINNING AT THE INTERSECTION OF ME NORTH UNE OF THE SOUTH HALF Or THE NORTHEAST QUARTER OF THE NORTHEAST PROECY PREPARED BY L£IpITWV CWSUL7ING INC DAZED APRIL 2 2018, PROECTf I169QOOI SHALL BE CONSIDERED MA QUARIER OF SAID SECTION 14 NTH THE EASTERLY UNE OF ROAD SURVEY NO. 682, AS DESCRIBED IN DEED TO TIff COUNTY OF ��G CURB k GUTTER . """""""•"'•"'••'••••••'"""""""' AS A PART OF THIS GRADING PUN. ALL GRADING SHALL RE DOVE W ACCORDANCE WITH THE RECOMMENDATIONS AND ��Ittt SAN DECO, RECORDED NOWMBER 17, 1961 AS INSTRUMENT Na 104794 OF OFFICIAL RECORDS THENCE EASTERLY ALONG THE EXISIWG PEDESTRIAN RAMP SPECFCARONS CONTAINED /N SAID REPORT. uoUTTA Ty1 4" NORTHERLY UNE OF SAID SOUTH HALF, A DISTANCE OF HOW FEET,' THENCE AT RIGHT ANGLES SOUTHERLY, A DISTANCE OF 60.00 ............................................... c FEET,' THENCE WESTERLY PARALLEL NTH THE NORIERLY LINE OF SAID SOUTH HALF TO THE EASTERLY UNE OF SAID ROAD SURVEY EXISTING SIGN.._ . ............... ................................. { J.SEPARATE APPROVALS AND b FOR ANY CONSTRUCTION MI MIN PUBLIC ftRIGHT-OF-WAYOREASEMENTS SHALL h NO. 682; THENCE NORTHERLY ALONG ME SAID EASTERLY UNE TO THE POINT OF BEGINNING. BE REQUIRED IN CONJUNCTION NTHENCAYTAS NTH IMPROVEMENT PLANS .¢ r' PARCEL 2 EXISTING FIRE HYDRANT ................................... _.............. rJ P THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, EXISTING CURB INLET ..................................................... - f. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSTE GRADING SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCORDING 70 THE OFFICIAL PUT THEREOF. EXISTING STORM DRAW ................................................... S CONTRACTOR N R SHALL TAKE ANY NECESSARY PRECAUTIONS REWIRED TO PROTECT ADJACENT PROPERTIES DURING EXCEPTING THEREFROM THAT PORTION LYING WITHIN PARCEL 1. HEREINROW DESCRIBED GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION SANTA TE OR. EXISTING SERER CLfANWT............................................... -------("-',,I----- EXISTING PRIOR TO GRACING N BASIS OF BEARINGS EXISTING SEWER ........................................................... __.-....s ------- 6. THE DEVELOPER SHALL SE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED THE BASIS OF BEARINGS FOR MIS ZONE 6, EPOCH) pn0 BEARING /S THE CALIFORNIAPOINTS SYSTEM OF ISIBISTATION EXISTING WATER........................................................... N_ SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WA.HE WE ACU SE BETWEEN POINTS A' AND 9' SHOW HEREON. SAID POINTS XERE AO,AIS7ED TO GP.S STATION 1018 (ENO-28I AND CP.S STATION AND EXISTING GAS .................._.._._.................................. -GAS- SURWYCt. SURVEYOR. I0J0 (ENC-30) PER ROS F8416. ........ PROPOSED SLOPE .............................................. . PP -p 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICE INCLUDING SH DANSHL A I.E., NORTH 56M5'I6' EAST PROPOSED RETAINING WALL (PER SDRSD C-02) ....................... RES70NS61E FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAOS AND VICINITY MAP REQUUTIOVS PROPOSED CURB (TWEE PER PLAN) ....................... . NO SCALE DISTANCES SHOWN HEREON ARE GRID DISTANCES TIE COMBINED SCALE FACTOR AT GAS STATION 1028 IS 0.9999598E p710 GROUND X COMBINED R(TYPE. PROPOSED CURB RAMP (TYPE PER PUN) 8. GRADING AND EQUIPMENT OPERATING WINN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOTIFICATIONS DISTANCE = DISTANCE SCALE FACTOR. QUOTED BEARINGS FROM REFERENCE DEEDS/MAPS MAY OR MAY NOT NOT CONDUCTED 7. BETWEEN THE HOURS OF 5:30 P.M. AND 30 AM. NOR ON S41URDAM SUNDAYS AND CITY BE IN TERMS OF S40 SYSMW' PROPOSED MODULAR WEIAND UNIT OUR ..... .. NO ZED UCS I. ME EXISTENCE AND LOCATION OF UNDERGROUND U77UTY PIPES AND STRUCTURES SHOWN ON THESE PUNS NERE BENCHMARK PROPOSED STORM DRAIN (TYPE R SIZE PER PLAN).. . " " "" OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE MERE ARE NO EXISTING UTILITIES 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE-CONSTRUCTION MEETING HAS BEEN HERD OISITE WITH THE EXCEPT AS SHOWN ON THESE PLANS HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONRY PROPOSED STORM DRAIN (PRIVATE) .................................... - ------- FOLLOING PEOPLE PRESENT. CITY INSPECTOR, OWL ENGINEE, SOILS ENGINEER, GRADWG CONTRACTOR AND PERMITIEF. 'VE�� TO PROTECT ANY STRUCTURES ME WORK SITE. IT IS ME PONT.N0. 1028 (ENO-28) PER CITYOFENpMTAS CONTROL NEDNXM. PROPOSED CONCRETE PROIECIIOY (PER SDRSD SP-03) THE PRE-CONSRUCRON MEETING SHALL BE SCHEDULED MHH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING T THE F S41DE7J J7 CONTRACTORS RESPONSIBILITY TO CONTACT ME FOLLOWING OWNERS OF SAID UTNJnES OR STRUCTURES PRIOR 70 ANY O CONTACT LO DESCRIPTION• FOUND Nfl.L MONUMENT NTH DISC STAMPED 15 5663' .............. _ (760) 6J3-177Q EXCAVATION. FOR IERFICA17ON AND LOCATION OF UTILITIES AND NOIOCATIO OF COMMENCEMENT OF WORK PROPOSED SIDEWALK (TYPE R SIZE PER PLAN) LOCATION CENTERLINE W7ERSECIRW OF TURNER AVENUE AND WIELDS AVENUE .......................... 10. PRIOR 70 HAULWG DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WRAW THIS PROECT A SEMEN$ - IV 760-75J-0155 FIEVAnaN 2sa48 (NavD. BB) PROPOSED STORM DRAW CEANOUT...................................... 13 THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE B. GAS h ELECTRIC - SDGE - (760)-4J8-6200 24EJJ (MGV.D. 29) ME DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH G WATER - OLIVENHAW MUNICIPAL WATER DISTRICT - 1-760-753-by66 PROPOSED CONTOUR .................. 6g_ REGARDS TO THE HAULING OPERATIC( D. TELEPHONE - WC BELL - (760)-489-J4f1 TOPO IS BA90 ON NA. V.D. W VERTICAL. DATUM 11. UPON FINAL COMPLE77ON OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL E CABLE 7V - COX CONMUNICATICRS-(760)-BO6-98D9 X-22JJ OWNER'S STATEMENT FOR SWPPP PROJECT �� B I STOW DRAW INLET AND/OR FINAL RELEASE OF SECURITY AN AS GRADED CERTIFICATION' SHALL BE PROVIDED STATING THE GRADING PROPOSED TYPE A-4 CLEANOUT ®O UNDER PERMIT N0. 1426 G HAS BEEN PERFORMED W SUBSTANTIAL CONFORMANCE N1M ME APPROVED WADING PLR 1- CONTRACTOR SHALL N07H7 ME CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS .. "'"""'"'"""'"'"'""""'""""'""' OR AS SHOWN ON TIff ATTACHED AS -GRADED PLANO. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND PROJECT PHONE.' (760)-633-277G DEWLOPMENTOFTH/SPROTERSHAU COMPLY W/MALL 77fEREQUIREMEN/SOFTHEMOSTRECENTSTATE WATER RESOURCESCONTROL BOARD(SWRCB) ORDER SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. WASTE WATER DDCHARGEREQUIREMENTSFOR DISCHARGES OFSTORMWATERRUNOFFASSOC/ATED WRHS4/D PERMIT, A STORMWATER PODUn0NPREVENDON ( PROPOSED TRELLIS PER LANDSCAPE PLANS) ................ J. THE CONTRACTOR SHALL GIVE 14 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)633-2770. ALL (WORK PIAN(SWPPP)ANDAMONITORINGPROGR4MPIANSHALLBEDEVELOPEDANDIMNEMENTEDCONCURREWWRHTHECOMMENCEMENTOFGRRINGACnVME5, PROPOSED SANLUT LINE .................................................. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL PERFORMED WTHQUT BENEFIT OF INSPECTION MILL BE SUBJECT TO RELECTIOV AND REMOVAL ANDACOMPLETEANDACCURA7EN077CEOF/NTEMSNALLSERLEDWIMTHESWRCR ACOPYOFTHISPRWERSWPPPSNALLBEFILEDWFTHTHECIMOF INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKF7LLS AND COWAC17ON OF ENCINITAS;RURTHERACOPYOFTHECOMPLETEDNOFROMTHESWRCBSHOWINGTHEPERMITNUMSERFORTHISPROIERSHALLSERLEDWITHTHEONOF PROPOSED NEW AC SECTION (ONSITE 4' AC OVER 6' AG04EG47E BASE) TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMWE ME SGTABILITY OF ANY FULL MATERIAL ENCINITAS WHEN RECEIVED. UPDERH15 Lf NGRADING OBSERVATIONS WE�MAAB�HI UTILITYNOTES PROPOSED PRIVATEIMPItOVEMENT SYMBOL HATI HIS OE BALL ALL EMBANKMENTS IMPERVIOUS AREA /NADDI710N, THE UNDERSIGNED AND SUSSEQaWOWNER(S)OFANYPORNONOF THE PROPERTY(OVERED BY MISGRAWNGPbWNO. 14267-GANDBYSWRCO PER CNH. AND LANDSCAPEBURDWG PLR I0-8J21 INTENDED USE. 1. EXISTING WATER FACILITIES RE WINN NO.R9-700ACOOl ANDANYSUBSEQUENTAMENOMENT5MERETOWUCOMPLYW/THTHESPECIALPROV1510NA55ETFORMINSECNONC70FSWRCWNO. PROPOSED SEWER POINT OF CONNECTION ............... . v OUWNHAW MUNICIPAL WATER DISTRICT. IMPERVIOUS AREA PRIOR TO CONSIRUC77ON: 41,360 SOFT R9-2009-OWl. 1J. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIW DRAINAGE AND IMPERVIOUS AREA AFTER CONSTRUCTION: 40465 SOFT PROPOSED WATER POINT OF CONNECTION ................ @ PREVENT PONDWG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO AOJ(RNWG PROPERTIES OR 2 EXISTING SANITARY SEWER PURVEYOR IS DECREASE IN IMPERVIOUS AREA: 895 SOFT 10- (4- 11 NO f OOATFOw'YfO PROPOSED WATER METER (TYPE B SIZE PER PUN) . -{�- FINISHED WORK ON ME SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS LEUCADIA WASTEWATER DISTRICT. : SIGNATURE DATE UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. IMPERVIOUS AREA REPLACED28,04I SOFT PROPOSED RgCIGFl.OW PREVENTOR (TYPE &SIZE PER PLAN) J ALL U71UIIES SERWNG ME SITE SHALL SCOTT GRRK SENIOR VICE PRESIDENT OFDEV11GPNENT TIC ENCINITAS VILLAGE LLC PROPOSED THRUST BLOCK...... I I � I ... G 14. ALL AREAS TO BE FILLED 91ALL BE PREPARED TO ✓E FILLED AND FILL SHALL BE PLACED IN ACCORDANCE W IH BE INSTALLED UNDERGROUND. TOTAL AREA OFLAND DISTURBANCE 44075 SOFT PRINTED NAME OF ABOVE PERSON TIRE COMPANY � � � � :r--�v STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OB,ECRONABLE MATERIAL SHALL BE REMOVED BY WE PROPOSED GREASE INTERCEPTOR (TYPE AND SIZE PER PLAN) """""-.-4o-K) CM - CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE WD/D # SOILS ENGINEER'S CERTIFICATE OWNER "-....JI REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES NOTES 9 J7088118 AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE I NLLIAM D. OLSON, A REGISTERED CIVIL ENGINEER W THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF TIC ENCINITAS VILLAGE LLC SPREAD. WATER AND COMPACT ME FILL /N STRICT ACCORDANCE MOTH SPEC/FICA77OWS 1. TOTAL AREA WARN ALTA SURVEY BOUNDARY = 19.560 ACRES GROSS/ 1E250 ACRES NET (EL CAMINO REAL) APPLIED SOIL MECHANICS HEREBY CERTIFY MAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE 4695 MACARTHUR COURT, STATE 700 IS CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 FINISH GRADE TO PRODUCE SMOOTH MADE BY ME OR UNDER MY DIRECTION GV APRIL 2. 2018 AND FOR AN UPDATE ON N/A . ONE COMPLETE NEWPORT BEACH, CA 92660 SMOOTH SURFACE AND UNIFORM 2 TAX ASSESSOR PARCEL N0. 259-121-24 COPY OF ME SOILS REPORT COMPILED FROM MIS STUDY, NTH MY RECOMMENDATIONS HAS BEEN SUBMITIED TO THE OFFICE OF PHONE: (949) 662-2142 GROSS SECTION THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PUNTED, AND TRIMMED AS J BOUNDARY FIELD SURVEY FOR THIS 97E WAS PERFORMED DURING OCTOBER 2016 BY PROJECT DESIGN CONSULTANTS THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT ME RECOMMENDATIONS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION ALL STONES, ROOTS AND OTHER INCLUDED W THE SOILS REPORT FOR THIS PROJECT HAW BEEN INCORPORATED IN THE GRADING PUNS AND SPEOF/CATIONS. SITEADDRESS' WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES 7MIICH ARE LIABLE TO BECOME LOOSENED SHALL BE 4. AS DETERMINED BY GRAPHIC PLOTTING ONLY, THE ENTIRE SUBJECT PROPERTY /S WINN R UNNAMED ZONE OF THE SIGNED /7 /F / 105-1J3 NORTH EL CAMINO REAL, ENCINITAS CALIFORNIA REMOVED AND DISPOSED OF 7HE WE AND TOP OF ALL SLOPES SHALL BE ROUNDED W ACCORDANCE WIN THE GRADING FLOOD INSURANCE RATE MAP PER COMMUNITY PANEL N0. 060730045E REVISED MAY 16, 2012 AND /S NOT W A 4A� CIAr- JOB 1 //690 001 PYes� ORDINANCE SPECIAL FLOOD HAZARD AREA. vq- 4 APN 23Id2f-1/ S TOPOGRAPHY SHOMN GV TINS SURVEY IS BASED UPON AN AERIAL SURVEY BY PROJECT DESIGN CONSULTANTS /N RCE NG: d/S 2 S 3 EYE, DATE. 9�30/To �Q `� O �`�'.R�„ OWNER'S CERTIFICATE 16. ALL TREES BRUSH. GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PLED OR OTHERMISE OCTOBER 2016 AND A SUPPLEMENTAL GROUND SURVEY BY PROJECT DESIGN CONSULTANTS IN NOVEMBER 2016 AND DISPOSED O" OFF THE S7E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WIN A NEAT COMPANY.' LEGIHTON & ASSOCIATES, INC a r ��F����,/ AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED OCTOBER 2017. ADDRESS J934 MURPHY CANYON ROAD, SR WOO, CA 92723 E n-PiF� 1 (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE FROM THE SOILS ENGINEER AND CITY ENGWEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 6. UNDERGROUND URURES SHOIWV HEREON ARE FROM READILY OBSERVABLE EVIDENCE FOUND IN THE FIELD. PHONE.(858) 569-6414 'v��N clvw RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE oN THE COMPACTION AND IT THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CLWSYSIENT WHH THE CITYS URBAN FOREST MANAGEMENT RIGHT OF WAY NOTE STATEMENT OF ENGINEER OF WORK " c" `=' " STABILITY OF THE SITE PROGRAM FREES LOCATED WINN CITY STREET RIGHT--OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE I(WE) HEREBYAGREE TOINDEMNIFY,DEFEND, AND HOLDCITYAND GTY'SOFFKERS OFFICIALS, EMPLOYEES, AND REFERRED 70 AS CITY TREES AND SHALL BE PROTECTED IN PLACE WRING CONSTRUCTION UNLESS SPECIFICALLY OWNER IS 70 OBTAIN A CONS7RUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 46 HOURS PRIOR TD WORKING THE UNDERSIGNED ENGINEER AGREES MAT THE WORK PERFORMED BY THE ENGWEER SHALL COMPLY AGENTS WRMLESSFROM, ANDAGAINSTANYANDALL LIASIURES, CLAIMS, DEMANDS, CAUSES OFACITONS LOSSES, APPROVED OTHERWISE NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SY37EMS SHALL OCCUR WRfiN IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT /N ISSUANCE OF A STOP AORK NOTICE AND DOUBLE NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR DAMAGESANDC05T5INCLUDINGALLCOSTSOFDEFENSETHEREOF,AR/S/NGOUTOF,ORINANYMANNER THE CITY TREE DRIP UNE AREA (THE AREA FROM ME TRUNK OF A TREE 70 THE OUTERMOST EDGE OF THE TREE PERMIT FEES IT IS THE RE3PONSIBIUTY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE is PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE W CONNEREDWRECnYORINDIRECTLYWNNANYACT50ROMIS5WN5OFOWNEROROWNERSAGENM EMPLOYEES CANOPY PROJECTION ON THE GROUND). IF A CITY TREE 15NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO THE CONTRACTORS,SUBCONTRARIS ORS, OFRaAOFRCERSORREPRESENTADVESFORANYANDALL WORKOR DISTURBED LAIN PLACE THE PLAN IS RAPPED TO IMPROVEMENTS E TREE ARE IN CONFLICT WITH A CITY IRM IT MUST NOT BE DRAINAGE NOTE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. IHE ENGINEER AGREES THAT ANY CONSTRUCTION COVERED IN THEPERMRORCONNECTED DIRECTLYORINORECTLY TO THEPERMNORAPPROWD PLRCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS W ITS CAPACITY AS A PUBLIC PLANS WTMINTHEPR/VATPROPERTYORPUBLKEASEMENM 1E IF ANY ARCHAEOLOGICAL HISTOICAL, OR PALEONTOGICAL RESOURCES ARE WADWRTENRY DISCOVERED GRADING EN71TY FOR THE PUNS PREPARED BY THE ENGINEER /S NOT A DEMWA71ON BY THE CITY OF ACTWTY, THE PROECT CONTRACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACRVIWS IN NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAW AWAY FROM ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF IHE PLANS OR DESIGN AND IT THE AREA OF DISCOVERY TO ALLOW EVALUATION OF TINE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO R APPROVED DRAINAGE FACILITY. THEREFORE DOES NOT RELIEVE THE ENGWEER OF RESPONSIBILITY FOR THE PUNS OR DESIGN OF SGNATURE DATE, _/O-IM' -/9 SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. IMPROVEMENTS BASED THEREON THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE S077 GPADY, IRCQVOMTAS VILLAGE LLC THE SGNIFTCANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, CIVIL SHEET INDEX EARTHWORK DATA CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR OR PALEOTOLOGST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OF/SSIONS OF THE RpPFLs4M.. BMP PROJECT STATUS STEEPEST EXISTING NATURAL SLOPE ON-S/IE = I.7 H : I V ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN IHE COURSE AND SCOPE OF SUCH �o u. SIR RESGURCEN THE DUR S AD ANY COMMUNITY. THE DEVELOPMENT SERVICES GRADING MUST CONCUR WITH THE TILE SHEET. 1 ♦ s'&,.. �yP EVALUATION PROCEDURES AND RY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIPTffS RE ALLOWED TO MAXIMUM WRRCAL DEEM OF CUT = J5 AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER `�, RESUME N07E5 AND KEY MAP SKEET. ......... 1 m MAXIMUM VERTICAL DEEM OF FILL = 1.5 3 ICI Est PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SEC71ON 7050.5 /F HUMAN REMAINS ARE FOUND ON THE DEMOUWN SHEET' ' ' ' ' ' ' ' ' ' ' ' ' 3 (DOES NOT INCLUDE REMEDIAL OR UTILITY TRENCHES OR HYDROMOD STORAGE): SIGNATURE.' /�'w A..:JN DATE EO-LO{1 * Fp m-m-A � OWNER IN ACCORDANCE WITH TWINTENANCE AGREEMENT FOR PRIVATE PROJECT SITE DURING CONSTRUCTION ACnPTY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER EASEMENT AND ENCUMBRANCE PAN SHEET. 4 CUT = 1R CY. FILL = 61 C.Y. a)' M. SIHIELDS +i CIV14 STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL AUTHORIZED REPRESENTATIVE; SHALL IMMEDIATELY NOTIFY THE SR DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO HORIZONTAL CONTROL SHEET 4' GRADING SEES. 5 EXPORT- 47 CY. q�`DF CAVLF� FACILITIES' FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OWRVE PROJECT DESGN CONSULTANTS ('� 1. 1 dOIC/ ADJACENT REMAINS AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A 7RADITONALLY AND CULTURALLY STORM DRAIN AND BMP DETAILS SHEETS. ... 6-8 REMEDIAL = �HIA C.Y. ( MIA ' REMOVAL AND RECOMPACRON 701 '0' STREET, SU17E 800 a �� RECORDED ON n F UNDER AND N/A ' OUTSIDE OF BUILDING AREAS) AFFILIATED (TCA) NATIVE AMERICAN MON/7T1F, STALL OCCUR UNTO THE CORONER HAS MADE THE NECESSRY FINDINGS CRAGWG DETAILS SHEET 8 SAN DIEGO, CA 92I01 ' PROJECT DESIGN CONSULTANTS s.,m.« woi ASDOC.0: 201cl •04I 6y/4. AS TO ORIGIN AND DISPoSTON PURSUANT TO PUBLIC RESOURCES CODE 509798. IF SUCH A DISCOVERY (OCCURS, A � � � � � � � � � � � � TEL- (619) 235-6471 Plemm�e I �ena.c.Pe Arcnrcecwre I ena�neanna I su.wy noaa«n T� TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO EROSION CONTROL PAN SHEET ........ 10 DISTURBED AREA = 44075 SOFT - RCE EXPIRES 0J-31-2020 THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE iCA NABW LANDS'CAPEWRIGATOI PLR SHEET . 11 LEUCADIA WASTEWATER DISTRICT OLIVENHAIN MUNICIPAL AMERICAN HLWTORZ AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFIED PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT BY STATE LAW, THE CORONER MOULD DETERMINE WHIM TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE LANDSCAPE PLANTING PLAN SHEET ...... 12 PUBLIC SEWER SYSTEM APPROVAL WATER DISTRICT SUEEC7 TO INS OR HER AUTHORITY. IF THE CORONER RECOGNIZES RE REMAINS TO BE NATIVE AMERrAN, HE OR SIE LANDSCAPEARCH/TECT BY: LIND DISTRICT ENGINEER SHALL CONTACT THE NAIVE AMERICAN HERITAGE COMMISSION (NAHC) W71WN 24 HOURS THE NAMC MOOD MAKE A ��� ' �" /� �+C33692 tool ` il DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, 7HE REMAINS RIDGE LANDSCAPE ARCHITECTS r, ,\ C . SHALL BE KEPT IN 97U (IN PLACE), OR IN A SECURE LOCATION W CLOSE PROXIMITY TO WHERE THEY MERE B841 RESEARCH OR STE 200 BO. 2`l• l LO %W�I61 -�Y. L lW/I:V Dex rS. ilson, PE RICE Date /A//,� /1..A4JI ' p 11I1 FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE W THE PRESENCE OF THE ICA NATW /RVINE:, CA 92618 s7"`--s •- Dexter Wilson Engineering,Inc. 6/30/2020 /-I-I 'F-s"FV ii•1TM1ew _ AMERICAN MONITOR. (949) J87-IJ23 SIGN DATE SIGN ATE SIGN DATE Firm Hxp. Dale SIG DATE SIGN DATE CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWNBY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT AZ 4---6-2-1-1 DESCRIPTION: FOUND WELL MONUMENT WITH INT. D PLANS PREPARED UNDER SUPERVISION OF RE QED: AP OV GRADING PLAN TITLE SHEET FOR: DISC STAMPECI 5663" Ax (-2'IJt021 PUBLIC KS DATE: 11 1 ENCINITAS VILLAGE LOCATION: CENTERLINE INTERSECTION OF GR Y M..o OS DATE 14267-G TURNER AVENUE AND SHIELDS AVENUE f PLANNING j ST OWAK EDWARD J. W ER 105-133 EL CAMINO REAL ( 1 - R.C.E. NO.: 42951 RECORD FROM: POINT NO. L. (ENG28) PER 4-6-21 RE R p CITY E GIN CITY OF ENCINITAS CONTROL. EGORY M. SHIELDS �1.5-lq L APN 259-121-24 SE ENGINEER DATE SPECTOR EXP.: 0&31-20 DATE DATE PLANNING CASE NO: 17-177 DRAAIN/SIGN SHEET 1 OF 12 rile Name r: Vqul(cngr(unc(_rlcns(umamg rre 15e(4Zn cr- I.awg, acre Lost rlorrec' IU161ZUI9 0'Ju 10 HM, LDEV-011231-2019 Ill ACLEN4 4- A STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO STORMWATER POLLUTION CONTROL POST CONSTRUCTION CONSTRUCTION ACTIVITIES OMPIMP NOTES Iffull CONCRETE WASHOUT I LLW 1. FOR STORM WATER POLLU77ON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING \ 11,111.1111,111A it I CONTITACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ROOF DRAWS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO I WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER THE STREET ANDIOR INTO THE PUBLIC STORM DRAW SYSTEM. AND THE LIKE INTO W SIORMNAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR STALL POST A SIGN DESIGNATING THE WASHOUT LOCARON. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONMOL SHALL NOT BE M0OVnEO Via 0 WIHOUT A PERMIT FROM THE CITY CONSTRUCTIONSITEACCESS A STABILIZED CONSSHALL ITRUC77ON SITE ACCESS SHALL BENCLUDE USING MAIMAL SUCH PRASOVIDED 3 l?USHED FOR AENICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OSITE IHIS 3 ALL IMPERV10US AREAS MTHW THE 97E SHALL DRAIN TO APPROVED BUP/IMP FACIUTEES ANQ/0R TO nW OR CROCK AND/OR CORRUGATED STEEL PANELSIPLA7M LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR III DIS91ARGE FROM THE TTE. ALL IMPERVIOUS AREAS ff tii MUST SLOPE TOWARD THE APPROVED B1AF/?MP FACILITY ANGIOR THE 7URFItANDSCAPED AREAS CONSTRUCTION VEHICLES R a,> ------ A SPECIFIC AREA AWAY FROM CUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR C0NS7RUCIXW PARKING , a 4. NO DRAWS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW VEHICLE REFUELING, AND ROU71NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL HE MADE OFF-STE. FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP18MR. Itt D v d M�� I --- EROSION CONTROL 000�O PROTECTED 5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE 1MP/BWP AREA OR HAVE ANOTHER APPROVED 5DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPISUIR -S SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE L AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACE �0 �*e5 WIGETABON, AND BONDED FIBER MATRIX. 6. ALL STOWNATER IMP12IMP FACILITIES Si HEREON SHALL NOT BE MODIFIED OR ALTERED WIHOuT A PERMIT NO EXCAVATION AND GRADING ACRVHTES ARE ALLOYED DURING YET WEATHER FROM TIE CITY. I 7ier��l kl;� L . .. . .... . .. . ... .... Z Ti INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES HOT SHOWN ON THIS PLAN MAY RE �pl i r� V" OWE THAT INS DIVERSION DIKES SHALLBE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SHE CONTRACTOR SHALL PR07ECT PLO BE REVISED OR DIAL A SEPARATE ENGINEERING PERMIT BE OBTAINED CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES I a ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST REMOVE EXISWG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LAW PROJECTS SHALL BE CONDUCTED W PHASES TO 7 u AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESS0104 THEY MANAGEMENT PRACROF REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS MON-CWBU5710LE HELP DECREASE EROSION ROOF THAT MLL NOT ALLOW RAW WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WIEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS MAT ESCAPE &J> TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR DROSON FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD BERM CAN BE CONS7RUC7ED WIDE AND FLAT TO ALLOW ROUND OF THE DWINISTER IN AND OUT THE ENCLOSURE J AND BIND THE SON. SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN MAT DISCHARGES THROUGH AN ADEQUATELY SIZED OILI GREASE lz30 SEPARATOR AND IS INN FILTERED THROUGHRTHROUGHA CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED TO ME ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE PUBLIC SANITARY SEYIER SY37EK NOT TO PLANTERS OR THE STORM DRAIN SYSIEW. A SEPARATE BUILDING PERMIT U;4 — � LU RANT PERMANENT VEGETATION AS SOON AS POSSIBLE, MAY BE REQUIRED FOR THIS SIRUCTURE '11z WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. �7 ON41TECONSTR rUCTIONMITER141. STORAGE S70RED MATERIALS SIALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE 110I PRODUCTS WERE THEY WILL STAY DRY OUT OF THE RAIN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR KEY MAP LEGEND KEY MAP ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT Offi STOCKPILES LEUCADIA WASTEWATER DISTRICT SEWER PROTECTION NOTES LAYOUT DETAIL LAYOUT MAY INCLUDE SQL, PARING MATERIALS; ASPHALT CONCRETE. AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCA70 AWAY SHEET L SCALE I I loot FROM CONCENTRATED STORMWATER SIORNWAIER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR 1. LW) APPROVAL Or THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK OR PROTECTED WTH SOIL STABIUZA17ON MEASURES AND PROVIDED WFN A TEMPORARY SEDIMENT BARRIER AROUND TIE PERIMETER CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OR ERRORS AND OMISSIONS DISCOVERED DURING OR LSHEET NUMBER PED RAMP DETAIL AT ALL TMES. AFTER CONSTRUC17ON MINING 2 ALL DESIGN, MATERTAL$ AND CONSMUC77ON YORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (LLD) CONTRACTORS' EMPLOYEES MID PERFORM COIVSTRUC17ON IN THE CITY OF DONNAS SHALL BE TRAINED TO BE FAMIUAR NTH STANDARD SPECIFICATIDWS AVAILABLE DIV THE LIND WRI AND TO THE REQUIREMENTS OF THE STANDARD FOR OMWO NOTES, REFER TO 81-D6 PLAN A!;/9-832 THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE SMP NOTES 94ALL BE AVAILABLE TO SPECIFICATIONS FOR PUBLIC WORKS CONS7RUCII01V (GREENBOOK) AND M REGIONAL STANDARD DRAWNGS EVERYONE WORKING ON STE. TIE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT MOST CURRENT EDITIONS IN THE EVENT OF CONFLICT, THE LM) SEWER STANDARDS GORVERN. STORMWATER REQUIREMENTS AND THEIR DON RESPONSOUTIES. a OWA SAFETY ORDERS AND GWA CONFINED SPACE ENTRY REQUIREMENTS STALL BE FOLLOWED AT ALL TIMES WASTEMANAGEMENT INTHOUT EXCEPTION CONTRACTOR SHALL BE RE92ONME FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER DAN CARRY THEM INTO THE CONVEYANCE SYSTEM 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SFI IN M" NOTES 2 & 3 ON THE IS STRICTLY PROHIBITED. "SITE AT ALL TIMES. NO SEEPAGE FROM ANY DIAMPSTER SHALL BE DISCHARGED INTO STORMWATER. aERMSIUKES 91ALL BE PLACED AROUND ALL 5 NO WORK SHALL BE COMMENCED UN71L ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN DUMPSTERS TO DIVERT VIE NATURAL STORM RUNCIFF. DUMPSTES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS OBTAINED FROM THE JURISDIC71ONAL CITY, COUNTY AND/OR APPROPRIATE AGENCIES SHALL REMAIN CLOSED AT ALL 77MM DUMPSTERS WWOUT LIDS SHALL HE PLACED 197RW STRUCTURES WITH IMPERVIOUS ROOFING OR C06CRO NTH TARPS IN ORDER TO AVOID RAW CONTACT NTH ANY TRASH MATERIAL 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UlIU77ES 9101IN ON THESE PLANS 06TAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO TIE BEST OF THE PRIVATE ENGINEERS KNOWLEDGE THERE MANY CONSTRUCRON 16017FRIALSt INCLUDING SOLVENTS; WATER -BASED PAINTS; "CIE FLUIDS, BROKEN ASPHALT AND ARE NO DOSING U71LI71ES EXCEPT THOSE SKIM ON THESE PLANS AFMN77ON IS CALLED TO THE POSSIBLE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN EXISTENCE OF OTHER UMJ71ES OR STRUCTURES NOT SICAMN, OR IN A DIFFERENT LOCA17ON FROM THAT SHOWN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, ON THE PLANS THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TIE UTILITIES CALL THE HAZARDOUS WASTE H077JNE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER SHOWN ON W PLANS AND OTHER EXISTING FAOU71ES OR STRUCTURES SHOW. DUMPSTERS CALL EDCO AT (760) 436-4151. Z APPROVAL Or THIS PLAN BY LW) DOES NOT COIVST17UIE A REPRMTA77ON OF THE ACCURACY Or 7HE POLLUTANTS SHALL BE KEPT OFF EXPOSED 51WFACES. PLACE 7RASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. LOCARON OR, OR THE EXISTENCE OR NON-EXISTENCE OF; ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WTHIN THE LIMITS OF THIS PROJECT PORTABLE TOILETS MUST BE IN 00110 WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES a CONTRACTOR SHALL HE AWARE MAT LW) FACURES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE , LOUD OR THEIR CONTRACTORS ALL CONSTRUCTION DEWS WALL BE KEPT AWAY FROM INE STREET, GUTTER, AND STORYDRAIN. CONTRACTOR MUST ROUTIVELY MAY NEED ACCESS TO FACILITIES FOR OPERATIONS MAINTENANCE, OR EMERGENCY REPAIR AT ANY 71ME. THE CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAWLED AWAY FROM CONSTRUCTION SHE CONTRACTOR MILL ENSURE THAT ACCESS TO THE FACIL177ES IS MAINTAINED AT ALL TIME (DURING CONSTRUC71ON AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE FOR MORE INFORMA7701V ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE EXIII TO ASSIST NTH ACCESS W41LE WORKING AROUND LOUD FACIV77ES ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. 9. CONTRACTOR SHALL TAKE ALL PRECAU71ONARY MEASURES NECESSARY TO PROTECT LW) FACILITIES AND STRUCTURES DURING COV57RI SHOULD THE CONTRACTOR AT ANY THE DAMAGE LWID OR PRIVATE SEWER EROSION CONTROL LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LOUD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACIU71ES TO THE SATSIACIRW OF THE LW) ENGINEER AT NO COST TO LIND INCLUDING INSPECTION AND ANY BYPASSING REQUIRED DAMAGE CAUSED TO SEWER FACIL17LS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT GRADY AT (949) 500-619Z 24 HOURS A DAY SHALL BE REPAIRED W ACCORDANCE WITH ALL APPLICABLE LOUD STANDARD SPECInCABONS AND DRAWINGS. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING HE RAINY SEASON SUBMIT FOR LOUD APPROVAL PRIOR TO REPAIR (OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E ON OCTOBER I AT CON"i 10. THE CONTRACTOR SHALL BE RALY RESPONSIBLE FOR PREWN77NG SEWAGE .71LLS,, CONTAINING ANY SEWAGE LOr4TONS TO FACILITATE RAPID COMS7RUCTCW OF TEMPORARY EROSION CONTROL MEASURES WIEN RAIN IS IMMINENT. SPILLS RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACIL177ES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WILE PERFORMING WE .1 DEVICES SHOW ON PLANS SHALL HOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY TINE CONTRACTOR 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE S4175FAC71ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL It CONTRACTOR SHALL N07IFY LIND A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACRW17ES IN THE AREA OF WORK P07EN71ALLY AFFECTING LOUD SEWER FACILITIES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGWEER DUE TO AN INCOMPLETE GRADING OPERA 77ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 12 CONTRACTOR SHALL NOTIFY LOUD 48 HOURS PRIOR TO EXCAVATON OF SENER UNDER CROSSINGS OVERCROSSINGSt OR PARALLEL INSTALLATONS WERE SEWER MAY BE EXPOSED 6. WE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE. I Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN STALL BE INCORPORATED HEREON EL GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY 9. ALL REMOVABLE PR07FCIIW DEVICES SHOW SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (402). SILT AND OTHER DEBRIS 94AU BE REMOVED AFTER EACH RAINFALL 0 �y�.am PROJECT DESIGN CONSULTANTS PlanningI LancscaIaI Mi Td M0.L4NIBft CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED DRAWN BY CHECKED BY: Im 1� ENGI!VERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BOIL T DESCRIPTION. FOUND WELL MONUMENT WITH INT. PLANS PREPARED UNDER SUPERVISION OF NOTES AND KEY MAP FOR: DISC STAMPED OLS 5663" AA Aj\ I bz4l"tb2I 1PU�BL1CWQRKSi DATE: jj*o REJ. M % j ENCINITAS VILLAGE LOCATION: CENTERLINE LDS VEND OF ym'.. 14267-G TURNER TVIENUE AND SHIELDS AVENUE GREWRY M. SH DS DATE PLANNING hUi WULH RECORD FROM: POINT NO, 1028 (ENC-28) PER 4-6-21 R.C.E. NO.: 42951 105-133 EL GAMING REAL CITY OF ENCINITAS CONTROL NETVIORK REV I - GRIIIGMY M. SHIELDS FxP nq_q1_qn APN 259-121-24 PI EVATION 248 33 OAT SEN18IR E60i EER L46SPECTOR I I DAMPLANNING CASE NO: 17-177 OR/MINISIGN SHEET 2 OF 12 fe Nome P\4271\Engr\DWG\_P1ons\Graamg Precise\4271 GP-2.dwg, Date Lost Plotted. 101812019 3:3021 PliL LDEV-01 1231-2019 DEMOLITION NOTES TOTAL DISTURBED AREA OfpOF LLpbw LEND � O1 � REMOVE EXISTING STRIPING © REMOVE EXISRNG RAMP U REFER TO BUILDING MANS FOR DEMIXJRON OF ROOF ANNINTS PUBLIC ROW TOTAL ON-97E TOTAL: 064 AC DES AC ONSITE DEMOU77ON SHOW FOR REFERENCE ONLY. H m 1,750 SF 41,325 SEE AND LANDSCAPE BUILDING PLANS Ip ams z I1MIT5 OF DEMOLITION AREAS 01 REMOTE EXISTING SIDEWAUI O7 REMOTE EXISTING TRAILER AND E(ECIR/fAL CONNECRON 11 RELOCATE EXISTING SIGN (18—SF SEE FOR IMPROVEMENTS m� crvl� N QJ REMOVE EXISTING PAVEMENT Q8 REMOVE E SRNG SPEED RUMP 7 REMOVE FXLSRNC CART STORAGE AREA PR0,ECT TOTAL: O88 AC eh pp �L1f f/P= PROTECT IN PLACE 43;075 SF (UNLESS orHERKHSE NOTED O4 REMOVE EXISTING LANDSCAPE Q NOT USED II REMOVE EXISTING GROSS GUTTER 40 20 0 40 BO 120 mew.K siKeN O PRerecr 6Xf5rIN4 omwD PROJECT DESIGN CONSULTANTS I Ir.my+waal S REMOVE EXISRNC CURB OR CURB AND CUTLER 10 REMOVE EXISTING MIXVUYENT WALL (PER SEPARA 7E PERMIT) 15 REMOVE EXISRNG TREE AND PLANTER PlenNnp I Lenasmpe ArcM1it Wn I Erpineerinp I survey 819��' Tw fACIL ('f16i /N PLACE) SCALE: 1'=40' mp»f.owrn CHANGE NO. DESCRIPTION APPROVED I DATE T BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINES LNG DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT 4-6-21 1 DESCRIPTION: FOUND WELL MONUMENT WITH INT. D PLANS PREPARED UNDER SUPERVISION OF RECO D AP ROVED: DEMOLITION PLAN FOR: DISC STAMPED'LS 5883" PUBUC RKS DATE: ( - - ENCINITAS VILLAGE LOCATION: CENTERLINE INTERSECTION OF I''��•tOYI 14267-G TURNER AVENUE AND SHIELDS AVENUE GR RYM. H DS DATE PLANNING STEV K ER 105-133 EL CAMINO REAL RECORD FROM: POINT NO. 1028 (ENC-28) PER 4-6-21 RE R R.C.E. NO.: 42851 ` > CITY E GIN q CITY OF ENCINITAS CONTROL NETWORK GR GOR .SHIELDS, I, -`�0` ` LI �/ APN 259-121-24 FI FVATION 94A 33 DATn M NAvnnR SENIORENGINEER DATE SPECTOR EXP.: 03-31-20 DATE DATE PLANNING CASE NO: 17-177 DRM11N/SIGN SHEET 3 OF 12 File Name P:\4271\Engr\DWG\_Plans\Grading Precise\4271 GP-3.dwg, Date Last Plotted: 312612019 1: 08. 31 PM. LDEV-011231-2019 60' ESMT FOR ITY HIGHWAY REG 3V. 1, 1951 IN BK ITS, PO 537. O.R. 100' ESMT FOR COUNTY HIGHWAY REG NOV. 27, 1961 INST 204794, O.R. 126' ESMT ]UNITY HIGHWAY NE 5, 1950 AS 80-181886. %RES AS r I VSTA PAJAlT' SLOG, A *3 e c,ki,41K, RTu t P cvs M pg US BAW 3j. t 14� y 9 IT COOk C i1: i 1 BLDG $ ; 1- 1 rzEL .vmeG REnt. I 5.11�"- �t fS }A LAMAro %'AL 11L tt ._I II`� �y I Ii E \ M .� �� Irv. i »+ — ,A •..� _. vF51'1-. i L't , L / i ;t %I / r n' \t j Q. / �fA ''�' � i 1 it IV I Ito 1 I JAW t T j "y , 'ESMT TO 50GkE FOR r (1 l [ ^ xiTPIPEUNS �NO ;t 6ON FACUMS 4X{ 0 F 1962 AS-,.-� 1 J INST 52 DOT662 OR. - — — -- T 1. } C. JUNE g3 1981 AS �� F sT 7C- L'�HW �..�\oscowrj ///i9L L. le Co,1 /,,OS G19-Gd4:Z. B D K / B iGi B f2 1.FMNO HEAL 7 It i it i I TI l I I I j it Pita fit usIII9 ni. U ESMT 106E FOR"' JA `1 ii1 ON OF^"FiAE3 WIRES .ML] 9, 19 — AS I ST'92925 1N ) 1 ` { ,t Esur TO �ucAaA its-i rA n: ra; COUNTY WATER DISTRICT OUST 80-20B1wIt - 0 t} -( 0 0 Y.......1 ✓j ei 'IT orf ^SF�.,.^e.3 5; �5 �1J4 n 9.- N Jam{.',% i t, io �L S#A4t4a. , I I � F✓ 11 L� >•, /.. I II RS f: Cif M1!WG-''u.Al I�� 'y I Ell I E 1,Ill E ,I� 41 EL I I I I LjY / 1 {��[� i -. . I IL .... _ i - — — I _. , `*"•'•'r°a"' ...s �.;..�- "^"�'-L.� .� <''4 �..- __� v -...� :;:� N lY �+n�T. _ ........-. ^s :. ..,.! ! I _(PARCEL J2 039� 87 t 4-7 EASEMENTS BR CEO 7l Q* AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS Oj AN EASEMENT FOR THE PURPOSE SHORN BELOW AND RIGHTS AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH /N A DOCUMENT. 1® AN EASEMENT FOR THE ETPURPOSE ORTH N A D BELOW AND RIGHTS © EASEMENT(S) FOR TINE PURPOSES) SHOWN BELOW AND RIGHTS THIS SURVEY IS BASED ON THE PRELM9NARY REPORT ORDER NO. INCIDENTAL 71/ERETO AS SET FORTH M A DOCUMENT. INC'IOfNTAL THERETO AS SET FORTH IN A DOCUMENT. INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. GRANTED i0: COUNTY W SAN DIEGO /NLYDESE (HERETO AS RESERVED /N A DOOUPUBLI 12208370-993-502-CFll ISSUED BY CI11CAW TITLE COMPANY DAlED GRANTED 7D: SAN DIEGO GAS AND ELECTRIC COMPANY GRANTED TO: LFUCADIA COUNTY WATER DISTRICT, A POLITICAL pipN1ID TO.- 711E PACIFIC TELEPHONE AND TELEGRAPH OCTOBER 4, 2016. ENCUMBRANCE ITEMS SUCH AS TAXES UENS PURPOSE.' PUBLIC ROAD PURPOSE PUBLIC UTILITIES INGRESS, EGRESS SUBDIVISION COMPANY PURPOSE. PUBLIC UTN.ITY EASEMENT AND PUBLIC SEWER AND RIGHTS, TEASE$ COVENANTS ASSESSMENTS RIGHTS DEEDS OF TRUST, RECORDED: NOVEMBER 1, 1951 IN BOG! 4279, PAGE 07 OF PURPOSE' A SEWER PIPELINE OR PIPELINES MANHOLES AND WATER EASEMENT RECORDED: JANUARY I7 1967 AS INSTRUMENT N0. 464J G: LATERALS PURPOSE: PUBLIC UTILITIES INGRESS EGRESS ASSIGNMENTS AND 0-34 AND 36-40 H SAID POLICY EN ITEMS N0. A OFFICIAL RECORDS RECORDING DATE AUGUST 9, 2016 B. C. 9, 14, I$ 20-34 AND 36-40 HAW BEEN REVIENED AND ARE OFFICIAL RECORDS RECORDED: SEPTEMBER 24 1981 AS INSTRUMENT NO. AFFECTS TINE ROUTE ES RIBE AFFECTS A PORTION W SAID AFFECTS.- NO.- PORTION 4a6W LAD DESCRIBED RECORDS NOT CONSIDERED SURVEY RELATED, AND THEREFORE NAVE NOT BEEN AFFECTS. THE ROUTE THEREOF AFFECTS A PGRTIW OF SAID RECOIROID: JULY T 1980 AS INSTRUMENT N0. BO-208194 O 81-306J23 O OFFICIAL RECORDS LAND AND /S MORE FULLY DESCRIBED IN SMT DOCUMENT. LAND AND IS MORE FULLY DESCRIBED 8V SAID DOCUMENT, OFFICIAL RECORDS AFFECTS A PORIRAV W THE LAND DESCRIBED HEREIN. SHOWN HEREON SAID INSTRUMENT ADDITILWALLY CONTAINS THE PRIVILEGE AND RIGHT AFFECTS THE ROUTE THEREOF AFFECTS A DPORTIONOCUMENT. W SAID OTHE RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF THE TO EXTEND DRAINAGE STRUCTURES AND EXCAVATION AND LAND A THE ROUTE DESCRIB AFFECTS A PORTION W SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. HEREIN DESCRIBED LAND LYING WITHIN ROAD SURVEY NO 1800-t EMBANKMENT SLOPES BEYOND THE LIMITS INHERE REWIRED FOR THE 7(' O AN EASEMENT FOR THE PURPOSE SHOWW! BELOW AND RIGHTS LAND ANO•i6 MORE FULLY DESCRIBED IN SAID DOCUMENT. 7(• NOTE.' IT IS ASSUMED THAT TIfTE EASEMENTS HAVE BEEN CONSTRUCTION AND MAINTENANCE (HEREOF. INCIDENTAL THERETO AS SET FORTH 9N A DOCUMENT. © AN EASEMENT FOR THE PURPOSE SHOWBELOW AND RIGHTS AUTOMATICALLY TRANSFERRED 10 THE CITY OF ENCINITAS WHEN O THE RIGHT OF THE PUBLIC TO USE FOR HIGHWAY PURPOSES GRANTED T0: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT, Q AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. THE PROPERTY WAS INCORPORATED INTO THE CITY OF ENCINITAS THAT POR71ON OF THE HEREIN DESCRIBED PROPERTY LYING AN AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS ZONE 1 INCIDENTAL THERETO AS SET FORTH /N A DOCUMENT. GRANTED TO: SAN DIEGO GAS AND ELE07RIC COMPANY FROM THE UNINCORPORATED AREA OF THE COUNTY. WITHIN THE ROADS SHOWN BY THE RECORDS OF THE COUNTY INCIDENTAL THERETO AS SET FORTH /N A DOCUMENT, PURPOSE; A DRAINAGE CHANNEL GRANTED TO: OUVEA'HAIN MUNICIPAL WATER DISTRICT, A PUBLIC PURPOSE PUBLIC UTILITIES INGRESS EGRESS SURVEYOR'S OFFICE AS OLD SURVEY NO JS SAID SURVEY NO. GRANTED TO: SAN DIEGO GAS AND EIEC7RIC COMPANY RECORDED; APRIL 14 1972 AS INSTRUMENT NO. 95507 OF CORPORATION 35 HAVING BEEN DECLARED A PUBLIC HIGHWAY BY ORDER OF PURPOSE PUBLIC UTILITIES INGRESS EGRESS OFFICIAL RECORDS PURPOSE.A PIPELINE OR PIPELINES RECORDED: JANUARY S 1982 AS INSTRUMENT NO.. 82-001662 THE BOARD OF SUPERVISORS OF SAN DIEGO COUNTY, NOWA61ER • W OFFICIAL RECORDS 16, 1860. RECORDED. JULY 9, 1953 /N BOOK 4916, PAGE 88 OF OFFICIAL AFFECTS THE ROUTE THEREOF AFFECTS A PORTION OF SAID RECORDED: JULY 1, 1980 AS INSTRUMENT NO.. 80-20819A OF AFFECTS THE ROUTE THEREOF AFFECTS A PORTION OF SAID RECORDS LAND AND IS MORE FULLY DESCRIBED /N SAID DOCUMENT. OFFICIAL RECORDS LAND AND IS MORE FULLY DESCRIBED /N SAID DOCUMENT. 0 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS AFFECTS: THE ROUTE THEREOF AFFECTS A PORTION OF SAID LAND AND IS M INCIDENTAL IHERE70 AS SET FORTH IN A DOCUMENT. ORE FULLY DESCRIBED /N SAID DOCUMENT. AFFECTS THE ROUTE THEREOF AFFECTS A PWTGN OF SAID 31' I� AN EASEMENT FOR THE PURPOSE SHORN BELOW AND RIGHTS LAND AND IS MORE FULLY DESCRIBED HM SAID DOCUMENT il GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. 1® AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS PURPOSE.PUBLIC UDUDE EGRESS 71' © AN EASEMENT FOR THE PURPOSE SHORN BELOW AND RIGHTS 1© AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORD( IN A DOCUMENT. pRpSF Y53n,. Y S INGRESS GRANTED TO: SAN DIEGO COUNTY FLOW CONTROL DI5718CT, RECORDED.,DECEAIBER 11, 1948 AS INSTRUMENT N0. 125702 INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT. ZONE 1 INCIDENTAL THERETO AS SET FORTH /N A DOCUMENT. GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY IN BOOK JOSS, PAGE 196 OF OFFICIAL RECORDS GRANTED TO COUNTY OF SAN DEW GRANTED TO COUNTY OF SAN DIEGO PURPOSE NBUC URURES INGRESS EGRESS « `3 PURPOSE FLOW DRAINAGE CHANNEL � AFFECTS THE ROUTE RFMOF AFFECTS A POR7ION OF SAID PURPOSE PUBLIC ROAD RECORDED: JUNE 5, 19M AS INSTRUMENT NO. 80-181583 OF PURPOSE UNDERGROUND FACILITIES AND ABOVEGROUND RECORDED: „UNE 4 1980 AS INSTRUMENT NO.. 80-200515 s IM 410,1 i LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. RECORDED: NOVEMBER 27, 1951 AS INSTRUMENT NO. 204794 OF OFIGAL RECORDS STRUCTURES OF OFFICIAL RECORDS • Bw WTaI-WI y OFFICIAL RECORDS AFFECTS THE ROUT: THEREOF AFFECTS A PORTION OF SAID RECORDED: JULY 1J 1981 AS INSTRUMENT Na 81-219605; AFFECTS THE ROUTE THEREO' AFFECTS A PORTION OF SAID ier4 ctYl1. 7' N AFFECTS THE ROUTE THEREOF AFFECTS A PORITW OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. OF OFFICIAL RECORDS LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. a cwf LAND AND /S MORE FULLY DESCRIBED /N SAID DOCUMENT. AFFECTS THE ROUTE THEREOF AFFECTS A PORTION OF S41D mF a seee,. suk.euo SAID INsmuMENr ADDInoNAUY carlruNs THE PRIVILEGE AND RIGHT LAND AND Is MORE FULLY DESCRIBED IN SAID DOCUMENT 50 zs D 50 ICU 150 ' PROJECT DESIGN CONSULTANTSTO EXTEND DRAINAGE SIRUCIURES AND EXCAVATION AND Poenning I LBntleCepl P,CM1ItBC1u,B I timineStlng I Survey BIflZbA1]I TeI EMBANKMENT SLOPES BEYOND THE LIMITS MHERE REWIRED FOR THE mfl]xuMe... CONSTRUCTION AND MAWTFNAN(E THEREOF. SCALE. 1'=50' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY I DRAWN BY: CHECKED BY:IA I ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0. AS -BUILT 4-6-21 DESCRIPTION: FOUND WELL MONUMENT WITH INT. D PLANS PREPARED UNDER SUPERVISIO OF REC D' V EASEMENT AND ENCUMBRANCES PUN FOR: DISC STAMPED Its 56631, PUBLIC RKS DATE: 0 4 LOCATION: CENTERLINE INTERSECTION OF � 1.t4l,%0tl ENCINITAS VILLAGE 14267-G TURNER AVENUE AND SHIELDS AVENUE GRECWRY M. SH DS DATE PUNNING tt AK D ARD J. WITS R 705-133 EL CAMINO REAL R.C.E. NO.: 42951 RECORD FROM: ASPOINT CONTROL OL N (ENIC-28) PER " 4-6-21 REV( R , CITY Ej�GIN@EF CITY OF ENCINITAS CONTROL NETWORK GREG M. SHIELDS ,1-LL �7/i/O/� APN 259-721-24 SENIORELEVATION 24 ENGINEER DATE SPECTOR EXP.: 0331-20 DATE DATE T PUNNING CASE NO: 17-177 DR/MIN/SIGN SHEET 4 OF 12 MENOMINEE File Nome P\4271\Engr\OWG\_Plans\Groding Precise\4271 GP-4.dwg, Date Losl Plotted: 101812019 5 JO.57 PA LDEV-011231-2019 I ° �yy I , I t 4 K� d SAWCUT LINE1 t j II •._ PED RAMP a MONUMENT SIGN •ENGNITAS VILLAGE" 1 TO BE REMOVED PER SEPARATE PERMIT �S gANK) x 1 G- 6 8`D 131 EL CAMINO REAL 1 t 4= 3- -"- ' t t O7g1E WO t SEE CIVIL PROP. STRIIPIBIkIDING PLAN -�J LANDSCAPE_ _ — �.i �) f/ten✓` 515 -tl / EXIST P ENT SIGNS ENCM/TAS VILLAGE 6 ((. /. 1105-N30 TO BE RENH¢VATED PER SEPARA IEj r PERMIT (EXIST, MAJL �EXPOSEO HTw4.5, /,-.._rf_ E SIGN PLAN -FOR PROPQ�ED / i EX. M MENT SIGN i I I t EXrst So MiET I �1 `$a7ER `p iBACK2' { Jt '1 j R/W W i III 'r;" (r If _ k NOTE Q Nlil I V BROKEN/CRACXED SlaEWALX PANELS ALONG FL CAMINO REAL 70 BE REPLACED 70 I SATISFAC71ON OF ENGINEERING INSPECTOR , W PER CONDIRONS OF APPROVAL. PVC SEWER (CG 1477) 10" ACP WATER (CG 1477) ...._.._fit ..i..... PROP. STORM AIN IMPROMAENIS SEE DET, sl r z .... .. _ CHANGE 140.1 DESCRIPTION APPROVED I DATE I BENCHMARK AS -BUILT APF AS -BUILT 4-6-21 1 DESCRIPTION: FOUND WELL MONUMENT WITH DISC STAMPED'LS 5663' LOCATION: CENTERLINE INTERSECTION OF I.21 •toil TURNER AVENUE AND SHI ELDS AVENUE GR YM.S DS DATE RECORD FROM: POINT NO. 1028 ENC-26) PER 4-6-21 CITY OF ENCINITAS CONTROL NETWORK - SENIOR ENGINEER DATE DATE: japt v R.G.E. NO.: 42951 GREG M. SHIELDS EXP.: 03431-20 B ]:::D E C F EP J D KEY MAP (HORIZONTAL CONTROL ONLY) LT1RB DATA (PUBLIC) ® BEARING/DELTA RADIUS LENGTH REMARKS 0 N 0424'OJ• W -- 10,00' CURB TRANSITION ❑2 N 0424'03• W -- 2.85' MOD. TYPE -A ROLLED CURB 0 A=89'4J'JI1 10.00 15.66, • ❑8 A--W50'54• IdOO' 15.16' 6• TYPE-G CA'G ❑9 N 03'4754• W -- 5.2J' pMB DATA (PTBVAIE) TA RADIUS LENGTH REMARKS 16.00' I1.95' MOD. TVIPE-A ROLLED CURB WBEAMCIADIaLTA E -- d47' • E --2.5J' Rg1ED CURB TRANSITION la00' 7.47' ' ALL J� ATE IMPROVEMENTS SHOWN FOR REFERENCE ONL�Y.y ALL CIVIL AND LANDSCAPE BUILDING PLANS 19-832 L LLMW WiMM PUBLIC RIGHT-OF-WAY REQUIRES A SEPARATE PUBLIC IMPROVEMENT PERMIT. N�oppoe rs�Y4< � Ile. ucR s 4'r clvly �P� 4�WCAU1 10 5 0 10 ZO JO 10 grog% ' PROJECT DESIGN CONSULTANTS MRa�wuagat Manning I LeMatapa NCM1hecWraI Enpinawlnp I Survey aIaT6M]t TO SCALE: 1'=IO' °1�e" DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AP V HORIZONTAL CONTROL AND GRADING PLAN FOR: L� ENCINITAS VILLAGE 14267-G EDWARD J. WI 105-133 EL CAMINO REAL CITY E IN E _ tl APN 259-121-24 DATE I PLANNING CASE NO 17-177DRAAIWSIGN SHEET 5OF12 le Name P:\4271\Engr\DWG\-Plans\Gmding Precise\4271 GP-5.dwg, Date Lost Plotted 101812079 331 07 PM LDEV-011231-2019 POC ROOF BRAIN FS=209.J6 207.90 L_t f l r 1 0 00I 6"AREA DRAIN GRATE ? I 214.2 RIM 3F8 E i I 1 fl I( 36.0'-4"PVC PVT. STORM ) DRAIN:I i 214.1 RIM & FULP- BLDG. J 211.851E 109-111 Q CAMINO REAL BLM J EX. 1214.68 109-111 EL CAII � EX. FF 21G.68 ll F11 a_ _ CONCRETE POTECM V PER mRw SP OJ 6" sD E-zaa u (S'OOE JT D'=T065B)r �_- 1! 1 l 1 8" SIW7 IE=T04.72'vv6 i.... f 1 I j is t\t i \\ 1 _sDW TRI T SOG Try,-.r.-n� -. N ______ _ - -__-� - OOSE - s MA TAW'ING i EREP@ `.. 6" I� EK✓ST. LEUCAOIA 34D8G7r�E -TL=7095B R=20970- - > r,, WASTEWATER DISIRICTt \ -DUST AT&TEASEMENT ._ -- I .EASEMENT SDI EASEMENT 6 .7UBU-ORAIA710-_-_- ------ 1 - jam_—__-__�� --______--r________________ - {A�yEq�________________________________t____________________ % ' ` o PROP. CCNC L ___ _.. ....... ..:.,..,.......__ ._.._ ...... _._.. O E W1 205.57 / 4 PER O-§J'' .- _.. _ _ 7 - 'rr- _____________P,BCE$7L'9QtODdRY__________________� _j LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER C33692 Dexter S. Wilson, PE RCE Date Dexter Wilson Engineering, Inc. 6/30/2020 rim Exp. Date I I I I - I N07F I Al INSTALLED TO TREAT RUNOFF FROM AREA LARGER THAN AREA OF ACTUAL DISRIR9E0 IMPERVIOUS SURFACE CHANGE NO. DESCRIPTION APPROVED I DATE I BENCHMARK AS -BUILT 31 1 4-6-21 1 DESCRIPTION: FOUND WELL MONUMENT WITH DISC STAMPED "LS 5663" LOCATION: CENTERLINE INTERSECTION OF TURNER AVENUE AND SHIELDS AVENUE RECORD FROM: POINT NO. 1028 (ENC-28) PER CITY OF ENCINITAS CONTROL NETWORK AS -BUILT APPROVALS I.241•tI PUBLIC GREWRY M. SHJ DS DATE PLANNIN ( 4-6-21 REV SEND ENGINEER DATE „�,... I T B C E .«� D F 7 G i t B KEY MAP (UTILITY AND BMP DETAILS ONLY) STORM DRAIN DATA ® BEARING/DELTA RADIUS LENGTH NOTE QI NJJT/753'W -- 35B' 120 PVC PVT. O 5J.7X Q N885453"W -- 514, 12" PVC PVT 0 537X © N883,li -- loop 6" PVC PVT. 04.19 04 M01T/9Y7 E -- 1175' 6" PVC PVT. O 41 Q5 NOIV9'17'E -- 222p 6" PLC PVT. O 24X © N551954J"W -- 121J' 6" PVC PVT. O 24X Q N59504I -- 19.55 6" PVC PVT.O 20X Q MM-39'f7T -- 1547' 6" PVC PVT.low 09 NeB37, -- /020J' 6" PVC PVT. 2.0X 1® N5T37Y7 E -- 2098' 6" PVC PVT. 20X ( )* - EXISTING UMIlIES SHOWN PER 7RC PROVIDED POTME INFORMADON GW 7/10/2019. CA /Mr ��f FpOFE53py LL ! OBTAINED UNDERGROUND LE RECORD AND FACTURES SHOWN /IN THESE PLANS HAVE BEEN Ae� ,�•m OBTAINED ALL AVAILABLE RECORD AND ARE SCHEMATICCONFIRM W NATURE. THE PLANS MAY NOT « REFLECT ALL E TO START UTIRT OF S. RK AND N 10 ENGINEER OF WORK OF ALL DUSTING DISCREPANCIES. UTILITIES PRIOR ID START OF MARK AND NORFY LNLYNEER OF WORK OF ANY DISCREPANCIES. sr4 crv1� �` rE'gFgAUF 10 5 0 10 20 30 Bn BeueL s�: lax ' PROJECT DESIGN CONSULTANTS endtw. usnm Planning l Landscape Arcaiteclure Engmeenng 1 Burvey B1e�fee11\ry SCALE 1"=10' muxmrera GIN RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF DATE: l la/M44sild ^ / J R.C.E. NO.: 42951 .weLDs GREGOnsEXP.' 03-31-20 REC D: AP OV D: STE WAK EOWARDJ. WI ER CITY EyyGIJE LLP'1 401.9 DATE DATE STORM DRAIN S BMP DETAILS FOR: ENCINITAS VILLAGE 105-133 EL CAMINO REAL APN 259-121-24 PLANNING CASE NO: 17-177 ORNIMISIGN 14267-G RHFFT 8 OF 19 File Nome P:\4271\Engr\DWG\_Plans\Grading Precise\4271 CP-6.dwg, Date Last Plotted: 8/26/2019 6:45 25 PM, LDEV-011231-2019 FINISHED GRADE MOD. TYPE A-4 CO. W/ FLOW CONTROL NOR PER DETAIL ON SHEET 8 FLOW CONTROL N£IR EL 199.25 I£ OUT 193.85 PROP. J6" INSPECTION RISER 72" CUP HYDROMOD DETENTION PIPE O 0% (PER DETAILS THIS 5NEEr) 14- RCr � IE IN 191.81 IE OUT 191,48 IE R 191.28 SECTION C-C DETAIL: HYDROMODIFICATION FACILITY #1- UNDERGROUND PIPE GALLERY (N.T.S.) 1le / EXIST. PUBLIC DRAINAGE (66 1000 LF PVF. 24' 1 \ •\ `` . IF9/�1�9.94) RCP s0 0 lox ,, \ 1` '•. U �. ... , /..._. PROP. MOD. TYPE A-4 G�. W/ FLOW CONTROL WIR PEiiJjETAIL T B \ `. PROP `'INSPEC71M RISER PER / RIM 102.40 � CONite CH SPEORC417* RIM=20. 1EIN=191.81, IE OUT=191.48 G2 A PHOP. 72' CUP HYA40M1 1735 !F " PVT. 24" PIPE GALLERY BY COMET RCP SD O 11.8x OF OF STORAGE MRAPPEI \ \ \ \ 24' I: OUT=193 IMPERMEABLE MEMBRANE / / / ._. .. _.. \.. \....._.... n FOLLOW CONTECH SPECIE INSTALLATION SEE DETA \ ^— ( T=1871ON IE,r/= pB ,o OF Y_- 1 fi i \ �� \, ` r'6i \� J •. $4'�IN=19SO�11 \.''i l I`�\ iiii TYPE �-a aEANOV,T i lS1 Cl/RB INLET \ I RAM=202.4.7 IE OUT 196.5 $ �} `I W/ PRE- IREA'PMENT INLET = \ \ y — t 1 r (SEE DErAc sHFFr s) Z67 IF - PVT:. 240, 8 7 -- RCP SO O 19.56x { \-- ....._._. � ___ ....; EXIST 18' SD (L-92OD) H ' PROPOSED CURB k GUTTER -.. (24" TP=195.5+/--) (ADONTCWAL ON-SITF SURFACE )UPROWMENTS PER BOTTOM Oc INLE7 CIVIL AND LANDSCAPE BUILDING PLAN 19-BJ2) KING=200.6+/- EXIST. SD INLET TO BE CONVERTED-70 ClEANWT . ............... (CONTRACTOR TO CLOSE INLfFDPENTNG) (RAH 202.48, 18 IF IN 194.JO 24 lE OUT 19J97) mnmmwvr_z�� 10 5 0 to 20 JD NOTE TO CONTRACTOR CONTACT ENGINEER OF WORK PRIOR TO SCALE- I•-IO, INSTALLATION OF ALL BMP$ AND HYDROMODIRCATON FACILITIES FIELD RENEW BY ENGINEER OF WORK WRING AND/OR AFTER INSTALLATION MAY BE REWIRED. CLM DATA ® DEARNG/DELTA RADN/5 LENGTH REMARKS 1 �J55009 12Go 7.51' 6 TYPE-G C&G 2 A=J57543 Moo Z39 CURB TRANSITION PER SDRSD D-O2 3 N 72 5 E -- 261 4 N M 25 E -- 1JOD' 10 CURB DEPRESSION 5 N 725Y25" E 4.61 CURB TRANS WN PER 02 SDRSD D- 6 N OI 18 E -- 5J9 7 N 0I22IB E -- 28.45 6 TYPE-G C&O CHANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK AS -BUILT R 4-6-21 1 DESCRIPTION: FOUND WELL MONUMENT IMTF DISC STAMPED "LS 5663" LOCATION: CENTERLINE INTERSECTION OF TURNER AVENUE AND SHIELDS AVENUE RECORD FROM: POINT NO. 1028 (ENC-28) PER _ CITY OF ENCINITAS CONTROL NETWORK AS -BUILT APPROVALS 1,t9"'10421 UBLIC GR Y M. Slj LDS DATE PLANNIN \f /' 4-6-21 REV SENIOR ENGINEER DATE �„nv. NOTE FINAL CONTECH SPECFICATIONS TO BE PROVIDED TO ENGINEERING INSPECTOR PRIOR TV CONSTRUCTON STOAIM DRAM DATA (AWVAff) ® BEAttwolvLTA RADIUS I LENGTH N07E 01 N 4516 J8" W -- 10.0o' 24' RCP (I350-D) Q N J730'11' E -- 1Z35' ' © N.0622'55" W -- Z67' " PLANS PREPARED UNDER SUPERVISION DATE: WAL R.C.E. NO.: 42951 GREGOW M. SHIELDS EXP.: 0331-20 4' 1" 24"0 STUB A2 A MEN= 6y0" iN 6,_01' j 3'-01 PLAN VIEW 4'-10, 24"0 STUB Al O :L) 1 9,.0„�I CQ -�" �.w C D E IF KEY MAP (UTILITY AND BMP DETAILS ONLY) LEFT VIEW ELEVATION VIEW RIGHT VIEW DETAIL: HYDROMODIFICATION PIPE INLET & OUTLET (NTS) KEY 0 1. RIGID OVER fi 11BLE PAVEMENT AV ME BASEE� ONSITE GEOTECHNICAL REPORT 2. GRANULAR ROAD BASE 3. 12" MIN FOR DIAMETERS THROUGH 96" IS -MIN FOR DIAMETERS FROM 102" AND LARGER MEASURED TO TOP OF RIGID OR BOTTOM OF FLEXIBLE PAVEMENT. 4. SELECT GRANULAR FILL PER AASHTO M145 Al. A2 OR A3, OR APPROVED EQUAL. PLACED IN 8" LIFTS (COMPACTED TO MIN. 90% STANDARD DENSITY PER AASHTO T99.) 5. GRANULAR BEDDING, ROUGHLY SHAPED TO FIT THE BOTTOM OF PIPE, 4" TO 6" IN DEPTH IMPERMEABLE MEMBRANE FOUNDATION/BEDDING PREPARATION " PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL /�/�A �-/p� /� /�, MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, 4" 1//17'G TO IiV/N/!7/7li TVl1• - 6" OF A WELL -GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING. W EG BACKFILL TINS DETAIL IS FOR REFERENCE ONLY 70 SHOW MODEL CONFIGURATION AND SUP TYPE. FOR THE BACKFILL SHALL BE AN Al, A2 OR A3 GRANULAR FILL PER AASHTO CONSTRUCTION PURPOSES REFER TO ACTUAL SHOP M145, OR A WELL -GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER ORA KING AND SPECIFICATIONS PROVIDED BY THE (SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8" MANUFACTURER. LOOSE LIFTS AND COMPACTED TO 90%AASHTO T99 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MACE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (16-) DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT pPppE$STp THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. Fep u OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC _ i CONDITIONS, AS APPROVED BY SITE ENGINEER. W Ba I2m DETAIL: TYPICAL HYDROMODIFICATION PIPE GALLERY SECTION VIEW * Fop'" 'i p1Y11. NTS 4�'acuF 8s = re DESIGN CONSULTANTS Zs.,M c" Planntrlp 1 LanOampaAMlbeWn 1 EnBhiwnng 19uNsy mB296B Td Ttl Tplb.�fa ENGINEERIM DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECtM APP OVED: STORM DRAIN A BMP DETAILS FOR: (4 ...... . ENCINITAS VILLAGE 14267-G STEVIMIMWAK tLANAKUJ. WI VER 105.133 EL CAMINO REAL CITYE GI E II—S�Iq ti Toot APN 259-121-24 DATE DATE I PLANNING CASE NO: 17-177 DRIMIN/SIGN AFIFFT 7 nF 12 File Name P.\4271\Enyr\0WG\_Plans\Groding Precise\4271 GP-Idwg, Dote Lost Plotted 101812019 33221 PM, LDEV-011231-2019 SITE SPECIFIC DATA PROI AVII R 65B] PRCVECT NAME ENCNTAS MMGE PROJECT LOOATON ENOMIAS, CA STRUCTURE LD ---- TREATMENT REQUIRED 10I BIRD (CF) ROW RASED (CIS) ---- 0,210 TREATMENT FALL AWARE (FTI 1O PEAK BYPASS REOV%REO I'Ll - R APPLO&E FLOW BY ARE LNO LE. U47ERIAL DAMEVR MET RPE 1 206.90 PVC 6' MET PIPE 2 Al N/A N/A OUTLET ARE 205.57 PVC 12' PRETREATMENT B'OFlLTRATION DISCIARCf NN ELEVA77ON 209.70 109.70 209.70 SURFACE LOAD FEDESTRIM OPEN PWTIER PEDESTRIAN FRAME A COVER Oil N/A 024- KILWOAFEOIA VOLUME ICY)) ]Ol ORIFICE SIZE D A. MCHES) 02.13' NOTES PRt7ADNAKY. NOT FOR CONSTRUCRON INSTALLATION NOTES 1. COMRAClTN TO PROl ALL MOOR, EQUIPMENT, MATERALS AND UL"ATTALS REOMRED TO awaiD AND INSTALL 7NE SYSTEM AM APPURRINWES IN ACCORDNNCE WTH THl5 DRAWING AND THE ANUFACTURERS SPECIFMA7ttNS UNLESS ODFERMSE SMTEO IN AANUFACTURERS CONTRACT 2. UNIT MUST W INSTALLED ON LOWIT 84SE MIMAACII RECOMMENDS A MNWUM 6" LEVEL MOCK SASE UNLESS SPECIHE6 THE FRLVECT ENGINEER CONTACTOR 15 RESPONSIBLE TO RNIF) PROTECT EAGNEERS RECOMMENDED BASE SPELYFlGTOAS. J ALL PIPES MUST BE FLUSH 07H NSIO£ SURFACE OF CONOI (PIPES CANNOT WM42E BEYOND RM). WWRT OF OUTFLOW F MUST BE FLUSH WTH DISOWGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL B' SENED WATER PGHT WON A MOMS GROUT PER .MANUFACTURERS SrA4Lk9D CONNECTION DETAk AND MEET OR EXCEED REGYO.NAL PIPE CONNECDOV STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL OMWECDNG PIPES. 5. CONTRACTOR RESPONSIBLE FLIP MLSTALLAKN OF ALL RISERS MANHOLES, AND IAIDUES. CONTRACT R TO GROW ALL AMMIOLES AND HATCHES TO MATCH Ffil SURFACE UNLESS SPEORED OTHERWISE. 6. (RIP OR SPRAY IRRO71 N .ROURED OV ALL UMTS WITH 4EGETATTON, 7 CONTRACTOR RESPONSIRE FOR CNTACDNG MODULAR WETLANDS FOR ACTWATION Of ONO: MWAAC URES WARRANTY IS MID WRH OUT PROPER ACTNATTON BY A MODULAR WETLANDS REPRESENFARVE GFNPRAI Nr1TFC 1. MANUFACTURER TO PRONDE ALL MATERIALS UNLESS OWRMSE Al 2. AL DMINSIONS, ELEVATIONS, SPEDJfICADONS AND CAPACITIES ARE SURIECT TO CHANCE. FOR PROTECT S%Vff DRAMNG5 DENIMS DACT DIMENSIONS WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. NOTE TO CONTRACTOR CONTACT ENGINEER OF WORK PRIOR TO INSTALLA17ON OF ALL 9MP3 AND Htt/ROMODIFlCATION FACILITIES FIELD RENEW BY ENGINEER OF WORK DURING AND/OR AFTER INSTAUA77ON MAYBE R£OUIRED. PLAN VIEW ELEVATION VIEW DETAIL: BMP #1-PROPRIETARY BIOFILTRATION BF-3 (MODULAR WETLAND) 9F57 LEFT END VIEW RIGHT ENO VIEW (REINFORCING SAME AS EXTERNAL WALL W/(2) ADDITIONAL 14 HORIZONTAL Al TOP OF WALL STANDARD HOOKS EACH END OF EACH HORIZONTAL BAR R70 DNTERNAL WALL. SHIFT REINFORCING BARS TO AVOID LOW -FLOW ORIFICE OPENINGS DO NOT CUT BARS AT OPEMNGS.I 1-16' ORIFICE O IE 195. 15 1-3' ORIFICE O E YU65 1-13' ORIFICE O E 191.65 I_ CLEAN SCREENING FILTER WITH TROUGH SYSTEM FOR USE IN CURB INLETS WITH WINGS DaoGH POCaTONS FXPR CAI D.'PdP.11Y UNR,ER 44t4quff OPENIA¢: FOR laPY ACCLsS IIRERCASS ON£RRP. TO CHAVNL Alt WATER FROM W, TG TOWN MO<➢-LEYEt —' �� SOREENING 3i5AFT f1GU.RE. v: DETAIL Of.. PARTS MAIF^ptE \CLAW V 1RN _ dt S' OVERTR PBETM ro CYARALL All WATRr MNG TD :RTX/Gk! � maf �. - we SrEr EET FITIL FIGURE 4: I)ETAII. OF PHOF7iE TKANC! IRIS3S cTk-C O MV S fIGll J. iC: RLO OAN LYARD N1.t7 FILTER TMAS TRAIM'NT DOW RAIL: 235 1115 -- WARRANTY: 5 YEAR AM&MACRAIJIS MO CLAN FNTRO)U NTAL cRVI ITT. 30 VM At CEMRO, 0054, OE CA 9205E P". E.760-4J3-7u40 'AkI6O-l.i. JIJ3 UIT 10/!21201, -T SCAZE h'L5 ti MOTES 1. TRAY4 SiSiFf .%1V10I FOR TNPE COQRACE O' NLE OPENMlf. 50 TO MRI ALL LOv TO FILLER 2 TAOdi SrTEM WNiIFACTUF<D FROM. WRMY Po OE fIBERaASS at CAIL'D FOR Si HDIEk,",. S SYSTFA ATTACh'ED TO TH- LARH 845YN Vol NON-CORR091E k(AROl _ 4. MITER MANOACTURD O 109 SMAUSS SITEL. .5. FILER MADE ti NOV-CLO50MI SCRETN WHH 4.1 MM ORENMGS AIS IIEEtCi FULL (APURE REQUIREMENTS. 6 F!LiER LAN 6E' Aru we HYO.ROCARFON AOSORRE.N'r SO 7 FILLER 15 LOCSTO DRICAY (NG F -iK MANHOU7 FOR E RFMOVAL AND M4 NTENANCF 6 LOWS D IR^ NG.N LAN PRf FROM 2 Al, la' 9 DINER rMLIAM AND CUS I.M ITOSE S12FS AYAALzE - CONTACT SRO CLcnN FOR' WILL NFIRMOON 10, CINSIDERS A &VTrf Fi TOR Ur 2 , II 8YP455 o fAla CA1ED M OWRf OIV O ofir TROUGH A_PLEVI) PY MI(ONG Uf 1TAf r We MVI. D-LEVEt. SCRFlNVK; E Bio-60-Clean s I `"IL` i A Forterra Company DETAIL: PRE-TREATMENT INLET INSERT 11 1 L-Qz:::�aJ RROFESSp to M 9IM„�Kf w " s WEIR WALL - TYPICAL PLAN VIEW WEIR WALL - SECTION B-B Eq. ALA-JS NOT TO SCALE NOT TO SCALE 4/L.Q`cAUF rePROJECTDESIGN CONSULTANTS 4n oly..amlm Planning Lentlsrape nNrhlmcwre En9�neannp surrey EI"]6.MlITM mc�OA"ra CHANGE NO. DESCRIPTOR APPROVED DATE BENCHMARK AS -BUILT APPROVALS DeslcNEO Bv: DRAWN BY' CHECKED ENGINEf RING DIVISION APPROVALS CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT 4-6-21 1 DESCRIPTION: FOUND WELL MONUMENT WITH INT. D PLANS PREPARED UNDER SUPERVISION OF REC N D: APP V D: STORM DRAIN 8 BMP DETAILS FOR: LOCATION: MPED RUNE ..1 AilL+L�,•tO•LT UBLIC RKS DATE: �� ENCINITAS VILLAGE LOCATION: CENTERLINE INTERSECTION OF / vECM➢IR 14267-G TURNER AVENUE AND SHIELDS AVENUE GAR YM. SH OS DATE PLANNIN 51 OWAK DWARD J. WI ER 105-133 EL CAMINO REAL R.C.E. NO.: 42951 RECORD FROM: POINT NO. 1028 (ENC-28) PER 4-6-21 REV R CITY E GIN CITY OF ENCINITAS CONTROL NETWORK —'- -d GREGOR .SHIELDS It -S�I� 14 (1 OZ 13 APN 259-121-24 FI FVATION 248 as nATI IM NAvnRA SEN R ENGINEER DATE SPECTOR FXP.: Ob31-an DATE DATE PLANNING CASE NO: 17-177 DRMIIN/SIGN SHEET 8 OF 12 File Name P:\4277\Eng)\DWG\_PIOns\Grading Precise\427I GP-8.dwg, Dote Last Plotted 812612019 11:53:43 AM, - LDEV-011231-2019 , 7 WATER VALVE t� REM PROTECT IJv_PUCEi I9dA5', SAMp/T 191E `Tl i BW I :.` Q *'A/\\1 __ . _„•'�'='r"'f ._ 7C - I _•- �.+ 1 4? , 194.E . �� %;' , k [ �/ SAWCfIT LINE l 197 o r5 1 l�4°a ., tr 6a,wDARY 194:12 i t CURB RAMP 1 g t + t r .f-'� \ <,\....... DESIGN REMOVED w7Uti i 4 FS $,,._._.......__. FROM PLANS. NOT } IF ° J 4 t i 19$ IMPROVEDASA Y / 0' ?" } FS �' ;/ Q 1 PARTOFTHIS '. 194.12R I• 194.E FS 187.07 \\ O ......._ PROJECT BECAUSE PUBLIC ` t f94.12 TC WORKS HAD M r FS 7 I ( .V n 58 jf % � tgtP�T6 33`^ 1, 67R RECENTLY FIN 9.5 TC 194.70 4' i. ,� OO 0.� 191E 7 f, 19.155 IMPROVED PED 194f5 R 1 ! _ p ' RAMP IN THIS 1._ q'� I ,IQ AREA PRIOR TO i -ry : i '�5� 198.05 R. O ' - 1 ' - START OF WORK. fl 5' 1 .77 B 1 € I i 19d16 FL i 19858 7C 48' �. r9i19R i V I i 9d 1 61 59' 1 TER / PED RAMP A' PED RAMP 'B' PED RAMP V PED RAMP -D' TYPE C RAMP PER SDRSD G-29 TYPE C RAMP PER SDRSD G29 TYPE RAMP PER SDRSD G 27 TYPE C RAMP PER SDRSD G-29 SCALE I = 5' SCALE: 1' - 5' SCALE.- 1• = 5' SCALE 10 = 5' (REFER TO SHEET 5 FOR GEOMETRIC CURB DATA) (REFER TO SHEET 5 FOR GEOMETRIC CURB DATA) 1 i L .� 202.65 FL 5. 20260 FS Of TC ' g 4 201.05 FL 5 1'� TH n ' 01.65 F5 ' \ 20241 FL MCUT LINE ( ) 20.77 FS ' ---- _ 1.65 202.54 R 9D3JJ 1C ` 1Dtool i jw e� j Z02.65 FE x 0G r I / FS 201.f598 �. `( "I `J} f .DX , / \� .123 1 59 ., CURB DATA ® BEARMIG/OELTA RADIUS LENGTH REAIARI ❑I N 127603' W -- 1.62' 6• TYPE—G C&G 02 5=7rJ7s5Y fa00' 1355' ' ❑3 N 8926230 E -- 1.66' ' ❑4 21=860724' 1a00' 150.Y 5 N 095105' W -- 4.24' ' © N 0000'00' E ❑7 a ar4azo 1aoD' r53z 84=95;7B23' la00' ❑9 N OOZJ'OY W -- 2.00' \ O \ 20259 �> L 5s W tm COMES (TIP) e� FF 1 201.38 MOT AN I r'\� I ✓ 3 ��""' t 89 F$, ^ ACCESSIBLE - i ROUTE' ZOZ 7 20339m e/ SE FIRE HYDRANT TO '201.45 R �5.4" - . _ _..... _......... 202.75 R .. 1 5.1' REMAIN ePR'b7ECT IN PLACE_, 1 f 201.7 FS 2034E TCBill I I i (L6n 20 SB�TC �� PED RAMP 'E' PED RAMP T TYPE C RAMP PER SDRSD 6-29 TYPE C RAMP PER SDRSD G-N SCALE 1• = 5' SCALE tom: 5 • FpOFE349µ� a i N * Ep w-sl-m �aClt\F �.�.�.� ' PROJECT DESIGN CONSULTANTS w ay,F TM Amnu Planning I Lenasceaa ecwra enel^aenna surrey naaF,amn nea4weFa GRANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY DRAWN BY: CHECKED Bv: ENGINEER114G DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT !� 4-6-21 DESCRIPTION: FOUND WELL MONUMENT WITH INT. D PLANS PREPARED UNDER SUPERVISION OF RECO AP ROVED: GRADING DETAILS FOR: LOCATION: MPED CENTERLINE 1•t�,tb2l USLIc RKS DATE: 101MIN ENCINITAS VILLAGE LOCATION: CENTERLINE INTERSECTION OF 14267-G TURNER AVENUE AND SHIELDS AVENUE GR YM. SH DS DATE PLANNING STD WAK DWARD J. WI ER 105-133 EL CAMINO REAL • R.C.E. NO.: 42951 RECORD FROM: POINT NO. 1026 ETWO K PER ' 4-6-21 REV R CITY E IN CITY OFEN 2483SCONTRODATUM: A BE ENGINEER DATE GREG M.SHIELOS EXP.:0331-20 /' �5-- r K 7�79 APN 259-121-24 ELEVATION T SPECTOft DATE DATE PLANNINGCABEN0:1]-1]]DRM11N/SIGN SHEET 90F12 File Name P:\4271\Engr\DWC\_P1ons\Grading Precise\4277 GP-9Awg, Dote Last Platted: 812512019 1:0J:44 PM, LDEV-011231-2019 4 MOLENA % ... .. . ..... I. Ill —1.. —1 _'. ­ ..I I . ........ . ...... I. I 1 . ....... ... mm_ ,j .. . ....... ..... I . . .... zri. t . ... . ...... --------- - - od' It 17.7ei fl VISTA PAINT aF 7`1' lfl`.7777 4 A i et IIL I rf CONSTRU I, SLDG A CTION STAGING AREA it I 1117 u ..... A_� ... 4' it It 31 iJ� I Is I it iyy it gr it f CvS• 4`3 it 714 AA US BAW BLDG C RALPI 17 4; BLDG 8 BLDG E ILL DI F it ti a7ei still It ii It r I r X1 uk- -f0i" H it IS lit If. R is lEil I It lot ;fI Q\ I ..... oil k is ... .... v fI. A ram MI A Ij It ti I I III t Ill 4 lit Ifl- PROPon 9LOWRY qjli _A 4, t illf, i, if 1 4 v Will % it fe I I 'I; i ""ll' ,, 1 .1, 11 'ltl' Isr N slp- f, If, lf, ®rc 41 1 1 1 1; i 11 1 1 1. 'r If Vr I 11 .11 I'll, All' 4 1�/ ;1.1 9 1, "1", t1. r fill 'r i4:, If Ifiel 7;;f it f Iffl cl, If LIf-- If If, r l-If"l i 'flo"I'll I ..j it "fff, �fi 6�� r I L il',r If I, 6f ',Y/ AI Ill i 1 11 l- Ir III` ,,,r I� I I I , 11 1 IIA I �qILl' kt q PERIMETER PROTECTION2 ail .. .... . r ------ r ­r ... LLr _rr . . I ........ .. I .. ..... . It 'T LL .. .... ill --- REWIRED r I= I WIRED y _r WEN IIVRK 15• f q, It It It It ;�.rrr . . ........... r . . ....... . rr If f PERFORMED ( it 1 0 _;� e ic I , I F ll�r r TRADER n)=cuiul 3 r r it tv It ij r Lu JOE Is I . ",rrr BANK DISCOUNT 'al !I I BLOG G I I I iqi� t fi/f! it o 51 1 1 it L 1 1 r 0, 1 Dal H rr .... if BLDG K ul I x it 1111 13A THE CO. It I., i I! !, e. I II in� I r A a" 154 1 1 1 Ill r, It ['I Pill- ril S rL:L: r7 _Trrr r I; li rr IT, rrrr. r I q�rl T...... all .. I ... ......... IL 77 — — — — — — — — — — — _I It -.-rrr 1 dl,1C14vu,1n I r r 4 EROSION CONTROL LEGEND FOR ROU (CASOA SE-5) . . I I I . I . I . I I I . l I . I GRAVEL RAG CHECK DAM (CASOA SE-4) .............. orlop GRAVEL HAG BERM (CASOA SE-6) ............ NOTE TO CONTRACTOR NOTE TO CONTRACTOR N STORM DRAIN MLET PROIrCII0iI (CASOA SE-10) zi REFER TO Fill SNPPP FOR COMPLET LIST OF CIONS7RUVION Bli CONSTRIICTIaV si WITH THE Cffr IRE APPLIjXIVr $hAIL SL64tr 17 1� MMAMM m rmilril PmzvN Of A DETAILED SECURITY TREATMENT PLAN CONSMUC71ON STAGING AREA, ............ PErAiLOWS ON AND OFF -SITE CACULAYNN, -JEMPORARY CLO9111i AREAS f0A PAKKA0, M47TVALS N A A, i DI = 99 SMRA4& C&j"UC710N tit"KIR PARK)AI4 F7C. 40 20 0 40 80 '2' PROJECT DESIGN CONSULTANTS awn polea calwai LIMITS OF DEAW71ON AREAS. ......... Planning I Landscape Architecture I Engreeling I survey 111111UNLI'll III SCALE. 14=0 wap�romm CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: Im I A E)4GINEEIAIPIG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT 3AIU 4-6-21 1 DESCRIPTION: FOUND WELL MONUMENT NTH lNTjqQAT6 PLANS PREPARED UNDER SUPERVISION OF RECD EROSION CONTROL PLAN FOR: DISC STAMPED "LS 5663" 41 , LOCATION: CENTERLINE INTERSECTION OF OAR &YAM SHIELDSL16t DATE tOtlDUBLIC K DATE: j*A AM L .. ENCINITAS VILLAGE 14267-G TURNER AVENUE AND SHI SUDS AVENUE PLANNING R.C.E. NO.: 42951 hDWAKU J. W1 frR 105-133 EL CAMINO REAL RECORD FROM: POINT NO. 1028 ENC-28) PER 4-6-21 REV R AmW — /I- S�11 CITY E�IGIJEL APN 259-121-24 CITY OF ENCINITAS CONTROL NETWORK GREMY M. SHIELDS EX k !? a" 19 - F1 EVATION' 2" SS nATI ju mAl SENIOR ENGINEER 110"It SPECTOR P.: 0�31-20 DATE DATE' PLANNING CASE NO 17-177 DR/MiN/SIGN SHEET 10 OF 12 )o Name r.-\4217\tngr)UWG\-Plons\Uroding Precise`I4217 UP-I[Ldwq, Date Lost 1`(Ottl Ill2iil2l.ng 1:UI:.54 eV, LDEV-01 1231-2019 J _- 1 (, iIL I , uj ' 10 1 tl:i i ,! ,I'-,J1 '1.9 k uj 1 ,_. t, ''. 1 I'f t � iA t li i I 1 ! I i� 1�� �, �• T', ?"'fill Tr MATCHLINE - SEE ABOVE RIGHT VIST/ BII N n7l ?A I1 GPY 30 P$I. w D I AR. I' PSI.D E30 R. T-0FWAY TYPICAL -- MATCHLINE -SEE BELOW LEFT NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS AS -BUILT AZ 4-6-21 DESCRIPTION: FOUND WELL MONUMENT WITH DISC STAMPED "LS 56BY PUBLIC RI LOCATION: CENTERLINE INTERSECTION OF 1 •'2'1 K021 TURNER AVENUE AND SHIELDS AVENUE GR YM. OS DATE PLANNING RECORD FROM: POINT NO. 1028 (ENG28) PER 4-6-21 REV R CITY OF ENCINITAS CONTROL NETWORK - SEN1013 ENGINEER DATE 27 GPM_ 30 w D 9<: 7 4 AR NOTE: MAINLINE SHOWN WITHIN P1 ONLY. VERIFY EXA TO INSTALLATION. AND EQUIPMENT I IRRIGATION DESIGN INTENT NOTE IRRIGATION DESIGN INTENT: THE DESIGN INTENT OF THIS IRRIGATION PLAN IS TO CONSERVE WATER AND CONVERT THE EXISTING REVISED PLANTER AREAS IRRIGATION SYSTEM, WITHIN THE LIMIT -OF -WORK AREAS, TO PROVIDE A SUSTAINABLE, WATER EFFICIENT, DRIP IRRIGATION SYSTEM, PROVIDING 100% COVERAGE TO ALL PLANT MATERIAL WITH NO WATER OVERSPRAY OR RUNOFF. AS$UILT NOTE: AS -BUILT RECORD DRAWINGS WERE NOT AVAILABLE AT TIME OF SYSTEM DESIGN. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXISTING IRRIGATION SYSTEM ASSUILTS FROM OWNER PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONFIRM ALL CONNECTION POINTS AND EXISTING IRRIGATION SYSTEMS AFFECTED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ALL LABOR AND MATERIALS REQUIRED TO IRRIGATE AREAS WITHIN THE LIMITS OF WORK AND TO ADJUST AREAS ADJACENT TO THE LIMITS OF WORK SHALL BE INCLUDED AS PART OF THIS CONTRACT. NOADDITIONAL COSTS WILL BE ALLOWED FOR THE PROPOSED IRRIGATION IMPROVEMENTS OR ADJUSTMENT OF THE EXISTING ADJACENT IRRIGATION SYSTEMS. THIS DRAWING SHEET IS FOR REFERENCE ONLY. FOR COMPLETE IRRIGATION SYSTEM DESIGN, NOTES, LEGEND, DETAILS AND CALCULATIONS, REFER TO THE SEPARATE PERMIT DRAWINGS FOR'ENCINITAS VILLAGE SHOPPING CENTER - ONSITE CIVIL AND LANDSCAPE PLANS FOR PARKING LOT IMPROVEMENTS' KEY MAP RL:A. NO.: 2809 1p EXP.: 05-31-21 GATE IeLnfel DRIP IRRIGATION LEGEND NO./DESCRIPTION GPH PSI RADIUSNETAFIM-TLHCVXR5-12,TECHLINE"HCVXR"SERIES 17mm DRIPLINE 0.53 30 WA 0,64 WITH PRESSURE COMPENSATING, ANTI SIPHON CHECK VALVE AND COPPER INFUSED ROOT INTRUSION PROTECTION EMITTERS.INSTALL rSYMBOLMANUFACTURE/MODEL DRIP TUBING @ 16' MAXIMUM ROW SPACING WITH TRIANGULAR SPACED EMITTER LAYOUT. NETAFIM- DRIPLINE CONNECTIONS SHALL BE MADE USING TECHLINE 17mm DRIPLINE INSERT FITTINGS. INSTALL STAINLESS STEEL CLAMPS ON FITTINGS FOR ANY SYSTEM THAT EXCEEDS 50 PSI. RAIN BIRD -1812, 12- POP-UP DRIP SYSTEM COMBINATION FLUSH VALVE DRIP INDICATOR. "GPH" INSTALL WITH IRRIGATION PRODUCTS MODEL #GDFN, SERIES FLUSH VALVE. NETAFIM - TL050MFV-1, TECHLINE AUTOMATIC FLUSH VALVE WITH TLSOV, MANUAL VALVE. LOCATE AT (D END OF DRIPZONE IN EACH DIRECTION, MINIMUM TWO PER ZONE. INSTALL FLUSH VALVE WITH STAINLESS STEEL CRIMP CLAMPS INSIDE A 6" ROUND VALVE BOX 1S- FROM PAVING, RAIN BIRD -XP-600X, XERI-POP MICRO SPRAY 6- POP-UP HEAD WITH 13.0 30 N/A 0.96 RAIN BIRD SO -SERIES, SQ-QTR: QUARTER PATTERN NOZZLE. PLACE AT (26.0) ® EDGE OF TREE ROOTBALL ON OPPOSITE SIDES OF TREE. EACH SYMBOL REPRESENTS (2) MICRO -SPRAYS PER TREE LOCATED WITHIN IN -LINE DRIP TUBING AREAS. RAIN BIRD -SX13480-1032 SERIES, HALF -CIRCLE, XERI-BUBBLER WITH 0.60 30 N/A 0.98 10-32 THREAD. EACH SYMBOL REPRESENTS (1) XERI-BUBBLER PER VINE LOCATED WITHIN IN -LINE DRIP TUBING AREAS. NOTE: ALL SUB -SURFACE TUBING SHALL BE INSTALLED 2" BELOW FINISH SOIL GRADE ANCHORED WITH RAIN BIRD 6" GALVANIZED WIRE STAKES, MODEL MS-050 BEND, INSTALLED FOUR (4) FEET ON CENTER. IRRIGATION EQUIPMENT LEGEND NO./DESCRIPTION SPEARS-3621-=SR,THREADED, TRUE UNION 2000 STANDARD PVC BALL VALVE, LINE SIZE. RAIN BIRD - PEB-PRS-D. SERIES (1- OR 1-1/2') PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN. rMANUFACTURE/MODEL RAIN BIRD - XCZ-PRB-1XO-COM, SERIES (I.OR 1-1/2') DRIP VALVE CONTROL ZONE KIT WITH PRESSURE REGULATING,QUICK-CHECK BASKET FILTER($), SIZE AS SHOWN. FOR DEMANDS (1 -13) GPM. INSTALL XCZ-PRB-100-COM, 1- DRIP VALVE ASSEMBLY. FOR DEMANDS (14 - 35) GPM. INSTALL XCZ-PRB-150-COM, 1-1/2"DRIP VALVE ASSEMBLY. RAIN BIRD -33DLRC,3/4" QUICK COUPLER VALVE WITH LOCKING COVER. IRRIGATION PIPE & WIRE LEGEND SYMBOL MANUFACTURE/MODEL NO./DESCRIPTION BURIED NON -PRESSURE LATERAL LINE PIPE: PVC SCH. 401PS FOR SIZES 3/4" TO 2-1 F1'. MINIMUM PIPE SIZE SHALL BE 3W- S1ZE LATERALS PER PLAN. . . . . . . BURIED PRESSURE IRRIGATION MAINLINE: SCH. 40 PVC PIPE FOR MAINLINE SIZES (1-1/2" AND SMALLER). CLASS 315 PVC PIPE FOR MAINLINE SIZES (Z' AND LARGER). H SLEEWNG-SCH 40 PVC PIPE, EXTEND 12 BEYOND EDGE OF HARDSCAPE. SLEEVE $HALL BE MINIMUM TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED, MINIMUM 2-SIZE. CONTROL WIRE CONDUIT -SCH. 40 PVC PIPE, INSTALL UNDER PAVED / HARDSCAPE AREAS. CONDUIT SHALL BE MINIMUM TWICE THE DIAMETER OF WIRE BUNDLE CARRIED, MINIMUM 2" SIZE. ® NOSYMBOL IRRIGATION CONTROL WIRE 914UF AWG DIRECT BURIAL(U.L. APPROVED) NOSYMBOL 3M-DSR/YE DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS, IRRIGATION PIPE AND EQUIPMENT LOCATION NOTES 1. ALL IRRIGATION EQUIPMENT, SPRINKLERS AND PIPE THAT ARE SHOWN IN PAVING IS FOR DRAWING CLARITY ONLY. ALL EQUIPMENT SHALL BE INSTALLED WITHIN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. 2. MAINLNE AND VALVE LOCATIONS SHOWN ON THIS DRAWING ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL. FINAL LOCATION AND EXACT POSITIONING OF ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST, FAILURE TO OBTAIN OWNERS APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. IRRIGATION VALVE CALLOUT DONTROLLER LETTER/VALVE NUMBER— A2 1 —VALVE SIZE 16 GPM GALLONS PER MINUTE G.P.M.— —OPERATING PRESSURE LM 1-D HYDROZONE PLANT FACTOR— — HYDROZONE NUMBER / IRRIGATION TYPE - LANDSCAPE HYDROZONE AREA SEE HYDROZONE LEGEND (BELOW) SQUARE FOOTAGE I APPLICATION RATE IN INCHES PER HOUR 30 PSl 19 . owill 5132 0 10 20 40 FITf , F ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT ENCINITAS VILLAGE 105-133 EL CAMINO REAL _ APN 259.121-24 W PLANNING CASE NO: 17-777 DR/N9SIGN 8841 RESFAA(M DR SURE me .IRYIXE • fA 97618 94e.7071373 ■ em6RAT6R DRAWING N0. 14267-G VI File Name J.\0wgs\A0\Encinitas Yllage Shopping Center\3-CD\"sc-ip-0FF SITEdwg, Dote Lost Plotted: 7/1/2019 2.04.42 PM, LDEV-011231-2019 rd R M PLANT SCHEDULE SYMBOL BOTANICAL NAME I COMMON NAME I WATER SPACING S SHRUBS AND GROUNDCOVERS BRU BURANGE'LBINE FR�UTESCENS AL.I pi pi pi it F 'OUL ORANGE BULBINE 44 O.C. L LAN NEW GOLD I GAL I AD LANTANA 'NEW GOLD' LANTANA 36M D.C. VL SEN MAN SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS/ 12"O.C. SES SESLERIAAUTUMNALIS AUTUMN MOOR 1 GAL / M AUr I GRASS 30.O .C.. EXISTING PLANTING EXISTING PLANTING TO REMAIN BE PROTECTED IN PLACE NOTE: THIS DRAWING SHEET IS FOR REFERENCE ONLY. FOR COMPLETE PLANTING LAYOUT, NOTES, LEGEND AND DETAILS, REFER TO THE SEPARATE PERMIT DRAWINGS FOR'ENCINITAS VILLAGE SHOPPING CENTER - ONSITE CIVIL AND LANDSCAPE PLANS FOR PARKING LOT IMPROVEMENTS' RIGHTT_OF-Vj. LINE, TYPICA AV) (E) me . .. .. ........... ... .... IS 9841 RESEAR(H DR MATCHLINE - SEE ABOVE RIGHT NINipI o 11, SUITNE0a E 20 - IR612 IRVI KEY MAP NOT TO W0 10 20 40 60ALE RIDGEWCOM GNED BY 1 DRAWN BY: 1.CHECKED CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIim I M� BY: ANGINF$11ING DIVISION APPROVALS CITY OF ENCINITAS- DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT 4-6-21 DESCRIPTION: FOUND WELL MONUMENT WITH INT. PLANS PREPARED UNDER SUPERVISJOU OF R:MD: A 0 D PLANTING PUN FOR UlzublAlarhu Lzm� LOCATION: CENTERUNE INTERSECTION OF )dvx PUBLICVAPRKS DATE: ENCINITAS VILLAGE G NIN SWVE NOWAK DWARD TURNER AVENUE AND SHIELDS AVENUE GRE%if)IRY M. SHI OS DATE PLANNING FU.A, NO.: 2809 ER 105-133 EL CAMINO REAL RECORD FROM POINT NO. 1028 (ENC-28) PER 4-6-21 R I CITY E?G,�IjF CITY OF ENCINITAS CONTROL NETWORK M RIDGE EXP 05-31-21 Z. PLANNING CASE NO: 17-777 DR/MUNISIGN SENIOR ENGINEER DATE PECTOR j DATE APN 259-121-24 File Name J-\Dwgs\A0\Encirsitos Village Shopping C#nter\3-CD\evsc-Pp-OFF SITE.dwg, Dote Lost Plotted.- 71112019 2.04.47 PM, LDEV-01 1231-2019