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2015-12335 G (Plans)RIGHT OF WAY NOTE GRADING NOTES FIRE DEPARTMENT NOTES WORK TO BE DONE OWNER IS TO OBTAIN A C0NS7RUC77ON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND CONSTRUCTION MATERIALS; PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE SIZE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE TEST THE EXCAVA77ON PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFAC77ON OF THE FIRE DEPARTMENT.• PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS - RESPONSIBILITY OF 7HE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. REPORTS AS REQUIRED AND WILL DETERMINE 7HE SUITABILITY OF ANY FILL MA7ERIAL. UPON COMPLE77ON OF GRADING OPERATIONS HE/SHE 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPEC77NG STANDARD SPECIFICA710NS SHALL STATE THAT OBSERVA77ONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL DEPARTMENT OR AGENCY. " EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE W17H THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND 2 AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL 1. " GREENBOOK STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDI770N). DRAINAGE NOTE EXCAVATONS ARE ACCEPTABLE FOR THEIR INTENDED USE. WEATHER SURFACE FOR EMERGENCY VEHICLES NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES J. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE FIRE DEPARTMENT AND 2 CALIFORNIA DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS FOR FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. THE OLIVENHAIN WATER DISTRICT. CONSTRUC77ON AND MAINTENANCE WORK ZONES," (2012 EDITION). HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON 7HE S17E AND SHALL TAKE 4. FIRE APPARATUS ACCESS ROAD SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UN71L SUCH 77ME AS PERMANENT DRAINAGE AND EROSION CONTROL OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED 07H AN APPROVED PAVED SURFACE TO J. STATE OF CALIFORNIA STANDARD SPECIFICATIONS-2010. MEASURES HAVE BEEN INSTALLED. PROVIDE ALL-WEATHER DRIVING CAPACITIES UTILITY NOTE 5. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VER77CAL CLEARANCE OF NOT 4. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION ALL U77LI71ES SERVING THIS S17E SHALL BE INSTALLED UNDERGROUND. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICA7)OIVS ALL LESS THAN 13 FEET 6 INCHES. OFFWATWATERMAINS AND FACILITIES. VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH 7HE FILL IS TO OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE STANDARD DRAWINGS DURING CONSTRUC77ON AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN N SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF ACCORDANCE WITH THE UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-2012. GENERAL NOTES 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE STREET NUMBERS: APPROVED NUMBERS AND/OR ADDRESS SHALL BE PLACED ON ALL NEW AND EXIS77NG WITH SPECIFICA TONS. BUILDINGS AND AT APPROPRIATE ADDITIONAL LOCA77ONS AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM 7HE 2 STATE OF CALIFORNIA STANDARD PLANS-2010. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 7HE STANDARD SPECIFICA7IONS FOR PUBLIC WORKS STREET OR ROADWAY FRON77NG THE PROPERTY FROM EITHER DIRECTION OF APPROACH. SAID NUMBERS SHALL CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 7HE SAN DIEGO AREA REGIONAL 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS THE J. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD DRAWINGS FOR THE CONSTRUCTION OF STANDARD DRAWINGS. ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY 7HE CITY ENGINEER PRIOR TO ANY SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND )RIMMED AS DIRECTED BY 7HE ENGINEER OF WORK AND LEFT IN CONTRAST WITH THEIR BACKGROUND, AND SHALL MEET THE FOLLOWING MINIMUM STANDARDS AS TO SIZE. 4" W47ERMAINS AND FACILITIES REQUEST FOR INSPECTION. A NEAT AND ORDERLY CONDITON. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVA77ON OR EMBANKMENT SLOPES WHICH HIGH WITH A STROKE WIDTH. ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN FIRE HYDRANTSS AND FIRE FLOWS: THE APPLICANT SHALL PROVIDE FIRE HYDRANTS OF A TYPE, NUMBER, AND 2. 7HE SOILS REPORT 777LED "REPORT OF SUPPLEMENTAL GE07ECHNICAL INVESTIGATION" PREPARED BY CHRISTIAN WHEELER ACCORDANCE WITH THE GRADING ORDINANCE. LOCATION SATISFACTORY TO THE ENCINITAS FIRE DEPARTMENT. A LETTER FROM 174E WATER AGENCY SERVING THE ENGINEERING DATED JANUARY 10,2005 AND UPDATED BY GEOSOILS, INC. DATED DECEMBER 10, 2013, PROJECT 6502-A-SC AREA SHALL BE PROVIDED THAT STALES THE REQUIRED FIRE FLOW IS AVAILABLE. FIRE HYDRANTS SHALL BE OF DESCRIPTION STD. DWG SYMBOL SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 5. ALL TREES, BRUSH, GRASS, AND 07HER OBJEC77ONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17F BY A BRONZE TYPE. MULTI -FAMILY RESIDENTIAL OR INDUSTRIAL FIRE HYDRANTS SHALL HAVE DO N 1) AND TWO(2) NST EXIST WATER LINE. . . .............. W - RECOMMENDA77ONS AND SPEC/FICA710NS CONTAINED IN SAID REPORT: THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY 2 1LE NST OUTLETS RESIDENTIAL FIRE HYDRANTS SHALL HAVE ONE()) 4" NST E PROLET AND ONE(i) 2 1/2" NST DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OUTLETS A MINIMUM FIRE FLOW " 2500 KINGGPMS ®E PSI FOR 2 HOURS SHALL C PROVIDED. EXIST SEWER LIIJE. . . s - 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCRON WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED OF ANY SUCH MATERIAL. POSTING , STRIPING ROADWAYS "NO PARKING FIRE LANE"• FIRE DEPARTMENT ACCESS ROADWAYS WHEN EXIST ELECTRICAL. . . . . . . . . . . . REQUIRED, SHALL BE PROPERLY IDENTIFIED AS PER ENCINITAS FIRE DEPARTMENT STANDARDS THE MEANS BY - F ____ ................ IN CONJUNC77ON WITH IMPROVEMENT PLANS. WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL 71MES EXIST GAS MAIN. - - G - - 6. ENCROACHMENT INTO STEEP SLOPES (25% OR GREATER) IS LIMITED TO 9.7% OF THE STEEP SLOPE AREA. (SEE ENVIRONMENTAL QUANT171ES AND BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. LOCA71ONS WILL BE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. AND NOTES, N07E NO. 6) REQUIRED TO BE SHOWN FOR GRADING PLAN APPROVAL. EXIST STORM DRAIN . . . . . . . . . . . . . . . . . . . . . . . 5. CON7RACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING GRADING ENVIRONMENTAL QUANTITIES AND NOTES N OT I F I CATIONS EXIST CONTOURS . . . . . . . . . . . . . . . . . . . . . . . . . . . - 195`�- OPERARONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXIS77NG PRIOR TO GRADING. PROPOSED CONTOURS. 1so 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 807 1. 7HE EXISTENCE AND LOCATION OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE PLANS PROPERTY LINE/ RIGHT-OF-WAY LINE . 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 7HE BEST OF OUR KNOWLEDGE THERE ARE NO . EXISTING U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE LOT LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. MAXIMUM VERTICAL DEPTH OF CUT = 8' DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING U77LI77ES OR STRUCTURES LOCATED AT THE WORK 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 7HE FOLLOWING OWNERS OF SAID U71LI77ES OR J. MAXIMUM VERTICAL DEPTH OF FILL = 4' GRADED SLOPES (2:1 MAX.). . . . RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. STRUC77JRES PRIOR TO ANY EXCAVA77ON, FOR VERIFICATION AND LOCATION OF U77LI77ES AND NOTIFICA71ON OF 8,414 C.Y. x 27 _ COMMENCEMENT OF WORK: 165 52 4. AVERAGE DEPTH OF CUT = 56,120 S.F - 4.0' PROPOSED SPOT ELEVATIONS . . . . A. SEWERS - CSD - Tc,Fs,FL 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 944 C.Y. x 27 _ B. GAS &ELECTRIC-(SDGE633-760)�438-6200 CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 5. AVERAGE DEPTH OF FILL = = 2.6' ( DAYLIGHT LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9,710 S.F. C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753-6466 9. NO GRADING OPERA7ONS SHALL COMMENCE UN77L A PRE-CONS7RUC77ON MEE77NG HAS BEEN HELD ONS17E WITH THE FOLLOWING 6. STEEP SLOPE AREA (257. OR GREATER) = 25,968 S.F. GRADED PORTION = 35,678 S.F. OR 41% D. TELEPHONE - SBC BELL - (760)-489-3411 LIMITS OF GRADING . . . . . . . . . . . . . . . . . . . . . . . . . . PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE E. CABLE TV - COX COMMUNICA77ONS-(760)-806-9809 X-2233 PROPOSED STORM DRAIN . . . . . . . .(SIZE.& TYPE PER PLAN). . . PRE-CONSTRUC77ON MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 7. ALL BRUSHING, CLEARING, AND/OR GRADING OF NA77VE VEGETA71ON WILL BE RESTRICTED TO THE COASTAL CALIFORNIA GNATCATCHER 2, CONTRACTOR SHALL NOTIFY 171E CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS 4" STORM DRAIN (FOR BMPS BASINS) . ............... . - - - - - - 633-2770. NON -BREEDING SEASON (SEPTEMBER 1 TO FEBRUARY 14). PROJECT. BROOKS BOX CLEANOUT. . . . . . . . . . (SIZE PER.PLAN) . . . . 10. PRIOR TO HAULING DIRT OR CONSTRUC77ON MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 8. PRIOR TO ANY CONSTRUCTION AC77VI77ES DURING THE GNATCATCHER BREEDING SEASON (FEBRUARY 15 TO AUGUST 31, INCLUSIVE) A QUALIFIED PHONE' (760)-633-2770 DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE MASONRY BLOCK RETAINING WALL C. . . . . . . . _ , BIOLOGIST SHALL SURVEY (NO GREATER G THAN ONE WEEK PRIOR TCONSTRUCTION) THE PRESERVED HABITAT AREAS ADJACENT TO THE J. 7HE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE. . . . . . . . . DEVELOPER SHALL COMPLY WITH ALL COND1110NS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE PROJECT SITE TO DETERMINE IF ANY GNATCATCHER NESTS ARE WITHIN A DISTANCE POTENTIALLY AFFECTED BY NOISE FROM THE (760)633-2770. ALL MASONRY BLOCK RETAINING WALL . C-4 HAULING OPERATION. CONS7RUC77ON AC71VI71ES IF NO GNATCATCHERS ARE LOCATED, NO ADDITIONAL MEASURES ARE NECESSARY. HOWEVER, IF NESTING WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 'TYPE B' CONCRETE BROW DITCH. .MOD. D-75.ARE 11. UPON FINAL COMPLE71ON OF 7HE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL NOSE LEVELLSSWITHINOBSERVEDOCCUPIED, NO AC77WTY SHALL HABITAT DO NO EXCEEDU60 dBAL.S MEASURES (e.g. NOISE BARRIERS) ARE IMPLEMENTED TO ENSURE THAT OWNER'S CERTIFICATE BLADED SWALE............................ - RELEASE OF SECURITY, AN "AS GRADED CERTIFICA7TON"SHALL BE PROVIDED STATING. "7HE GRADING UNDER PERMIT Na 9055-G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WI7H 7HE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 9. IF CONS7RUC77ON AC77VITY OCCURS DURING THE RAPTOR BREEDING SEASON (FEBRUARY 15 THROUGH AUGUST 31), A QUALIFIED BIOLOGIST I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS AC PAVEMENT. . . . . . . . . . . . . . . . . . . . . . . . . AS -GRADED PLAN" 7HIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CER77FIES SHALL CONDUCT A PRE-CONS7RUC710N SURVEY OF THE SITE AND SURROUNDING HABITAT NO GREA7ER 7HAN ONE WEEK PRIOR TO BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE SUCH GRADING OPERATION. CONS7RUC77ON TO DETERMINE WHETHER THERE ARE ACTIVE RAPTOR NESTS WITHIN THE SURVEYED AREAS IF AN ACTIVE NEST IS OBSERVED, A ON THE COMPACTION AND STABILITY OF THE SITE. PCC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . BUFFER BETWEEN 50 AND 500 FEET SHALL BE ESTABLISHED BETWEEN THE CONS7RUC77ON AC77VI7TES AND 7HE NEST SO THAT THE NES77NG RIP -RAP OVER FILTER BLANKET . . . . . . . . . . . . . . . . . . . 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT ACI7W7IES ARE NOT INTERRUPTED. THE MINIMUM WIDTH OF THE BUFFER WILL BE DE7ERMINED BASED ON THE SPECIES OBSERVED AND INPUT DEVELOPMENT SOLU77ONS ENCLAVE, LLC. AND TEST THE EXCAVA77ON PLACEMENT AND COMPAC7ION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL FROM THE PROJECT BIOLOGIST AND APPROVED BY 7HE PLANNING AND BUILDING DIRECTOR. A SURVEY REPORT, SUMMARIZING THE RESULTS 1302 CAMINO DEL MAR SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE77ON OF AND CONCLUSIONS OF THE NES7ING SURVEY, SHALL BE SUBMITTED TO THE PLANNING AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL DEL MAR, CALIFORNIA 92014 BIORETEN77ON BASIN FOR HMP - W W GRADING OPERATIONS HE SHALL STATE 774AT OBSERVA77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND W PRIOR TO COMMENCEMENT OF CONSIRUC710N ACTIVITY. 858) 356-2458 NOT TO BE MODIFIED WITHOUT CITY PERMIT. . . �• �• THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA7ONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 10. PRIOR TO GRADING PERMIT ISSUANCE, THE FOLLOWING MEASURE SHALL BE INCLUDED ON GRADING PLANS. IF REMOVAL OF TREES OR ANY 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS177VE DRAINAGE AND PREVENT PONDING DATE: L ��eB� Y. ` OTHER CONSTRUCTION ACTIVITY COMMENCES DURING THE AVIAN BREEDING SEASON (FEBRUARY 1 TO SEPTEMBER 1 OR AS EARLY AS JANUARY JUDD � i6' DRIVE WA OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE 1 FOR SOME RAPTOR SPECIES), A PRECONSTRUC77ON SURVEY SHALL BE CONDUCTED BY A QUALIFIED BIOLOGIST NO GREATER THAN THREE �jILA L AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN17L SUCH 77ME AS PERMANENT DAYS PRIOR TO CONSTRUCTION. IF ANY ACTIVE NESTS ARE DETECTED, THE AREA SHALL BE FLAGGED AND MAPPED ON THE CONSTRUCTION Vitt Uml DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PLANS ALONG WITH A MINIMUM OF A 50-FOOT BUFFER AND UP TO A MAXIMUM OF 300 FEET FOR RAPTORS AS DE7ERMINED BY THE EARTHWORK 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD PROJECT BIOLOGIST, AND SHALL BE AVOIDED UNTIL THE SI7CYCLE IS COMPLETE PROJECT PERSONNEL, INCLUDING ALL CONTRACTORS STATEMENT O F ENGINEER O F WORK WORKING ON THE SITE, SHALL BE INSTRUCTED ON THE SENNSITIVIW TY OF 1NE AREA. THE SURVEY RESULTS SHALL BE SUBMITTED TO THE STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H : 1 V SPECIFICATON. ALL VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE PLANNING AND BUILDING DEPARTMENT PRIOR TO COMMENCEMENT OF TREE REMOVAL OR OTHER CONSTRUCTION AC7IW77ES SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM THE UNDERSIGNED ENGINEER AGREES 7HAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH MAXIMUM VER77CAL DEPTH OF CUT = 8 NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEP7H OF 12 INCHES AND 7HEN COMPACTED TO A MINIMUM 11. PRIOR TO ISSUANCE OF CONSTRUCTION PERMITS, CONS7RUCTON PLANS SHALL INCLUDE THE FOLLOWING MEASURES. THE GENERALLY ACCEP7ED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE MAXIMUM VERTICAL DEPTH OF FILL = 4 OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT A. EMPLOYEES SHALL S7RICILY LIMIT THEIR ACTIVATES, VEHICLES, EQUIPMENT AND CONSTRUCTION MA7ERIALS TO THE FENCED PROJECT FOOTPRINT ENGINEER FUR7HER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES ACCORDANCE W17H SPECIFICA71ONS B. THE PROJECT S17E SHALL BE KEPT CLEAN OF 7RASH. ALL FOOD -RELATED TRASH 17EMS SHALL BE ENCLOSED IN SEALED CONTAINERS AND AND REGULA7ONS REQUIRED BY 7HE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLAN CHECK OR CUT = 11,256 C.Y. FILL = 746 C.Y. REMOVED FROM THE SITE ON A DAILY BASIS. REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR 7HE PLANS EXPORT = 10.510* C.Y. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS C. PETS OF PROJECT PERSONNEL SHALL NOT BE ALLOWED ON THE PROJECT S17E. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL *REMIAINING EXPORT TO BE USED FOR RECOMPACTION OF SITE SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE D. DISPOSAL OR 7EMPORARY PLACEMENT OF EXCESS FILL, BRUSH OR OTHER DEBRIS SHALL NOT BE ALLOWED IN WATERS OF THE UN17ED STA7ES OR SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDI710N. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED THEIR BANKS. OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE E. ALL EQUIPMENT MAIN7ENANCE, STAGING, AND DISPENSING OF FUEL, OIL, COOLANT OR ANY OTHER SUCH AC77W77ES SHALL OCCUR IN TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND RS OFFICERS, AGENTS, AND EMPLOYEES LEGAL DESCRIPTION TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PREDESIGNA7ED AREA OUTSIDE OF WA7ERS OF IHE UN17ED STALES WI774IN THE FENCED PROJECT IMPACT LIMITS THESE DESIGNATED AREAS FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR SHALL BE LOCA7ED IN PREVIOUSLY COMPAC7ED AND DISTURBED AREAS TO THE MAXIMUM EX7ENT PRAC7ICABLE IN SUCH A MANNER AS TO OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE THAT PORTION OF THE SOUTHEAST QUARTER OF THE NOR7HEAST QUARTER OF SEC77ON 23, 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJEC77ONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF PREVENT ANY RUNOFF FROM ENTERING WA7ERS OF 7HE UNITED STATES, AND SHALL BE SHOWN ON 7HE CONS7RUCRON PLANS. FUELING OF OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF 7HE WORK PERFORMED BY THE ENGINEER. TOWNSHIP 13 SOU711, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS )HAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED EQUIPMENT SHALL BE LOCATED GREATER THAN 100 FEET FROM WA7ERS OF THE UN17ED STALES AND SHALL INCORPORA7E THE USE OF OIL DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS PANS OR TAKE PLACE WITHIN EXIS77NG PAVED AREAS CONTRACTOR EQUIPMENT SHALL BE CHECKED FOR LEAKS PRIOR TO OPERATION AND ENGINEER AND CITY ENGINEER PRIOR TO 7HE DISPOSAL OF ANY SUCH MATERIAL. REPAIRED AS NECESSARY. "NO -FUELING ZONES" SHALL BE DESIGNA7ED ON CONS7RUCT7ON PLANS. BY DATE /Z /r'I /s ��QRPF ESS/D,,, F� ASSESSOR'S PARCEL NUMBER 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE C11YS URBAN FOREST MANAGEMENT PROGRAM. 12 PRIOR TO GRADING PERMIT ISSUANCE, 771E PROJECT APPLICANT SHALL ENSURE THAT GRADING PLAN LANDSCAPING DOES NOT INCLUDE EX011C PLANT BRUC A. ROBERTSON RCE No. 48529 TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS SPECIES THAT MAYBE INVASIVE TO NA77VE HABITATS. EX077C PLANT SPECIES NOT TO BE USED INCLUDE 7HOSE SPECIES LIS7ED ON THE COUNTY OF SAN =' z 262-080-OJ CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO DIEGOS INVASIVE SPECIES LIST (APPENDIX I OF THE COUNTYS WATER EFFICIENT LANDSCAPE DESIGN MANUAL). w RCE - 09a jm GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA REG. EXPIRES: 6/30/2016 * olP 6/30/16 (THE AREA FROM 7HE 7RUNK OF A TREE TO THE OU7ERMOST EDGE OF 7HE TREE CANOPY PROJECTION ON THE GROUND). IF A SOILS ENGINEER'S C E RT I F I CAT E REC CONSULTANTS, INC. 9 O/ylx. SITE ADDRESS CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PR07ECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE 2442 SECOND AVENUE lF OF �pE\F�� IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. I, 71MOTHY E. METCALFE, A REGISTERED GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL SAN DIEGO, CA 92101 BERRYMAN CANYON RD. MECHANICS, HEREBY CERTIFY THAT I HAVE REVIEWED 774E REPORT PROVIDED BY GEOSOILS INC DATED SEPTEMBER 24, 2013 AND 7HAT I CONCUR (619) 232-9200 ENCINITAS CA, 92024 1& THESE PLANS ARE BASED ON NAVD88 DATUM, THE ASSOCIA7ED TENTATIVE MAP WAS BASED ON THE 1929 BENCHMARK WHICH WITH THE FINDINGS, CONCLUSIONS AND RECOMMENDATION PROVIDED THEREIN. THE RECOMMENDATIONS PROVIDED BY GEOSOILS REMAIN APPLICABLE IS 21' BELOW 7HE NAVD88 BENCHMARK. ALL ELEVATIONS HAVE BEEN ADJUSTED ACCORDINGLY. UNLESS 07HERNSE SUPERSEDED IN FUTURE REPORTS BY THIS FIRM. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM 7741S STUDY, HAS AS 6UlAr OMWO PP_0J_fcr NO. W570183 RECOMMENDATIONS BEEN SUBMITTED TO THE OFFICE OFTHE HE CITY EPN INEER THIS FURPROTHERMORE, , I H V ENENCORD THESE INADIN THE GPLANG' CERIIFY THAT THE SPECIFICATIONS PROJECT SITE NPDES STATEMENT/SPECIAL NOTE: WDID NO. 937069341 z DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE MOST ` BMP PROJECT STATUS -PRIORITY -HMP (� g RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE SIGNED: DATE /L� / E ¢ REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION Z • �. « T/MO Y . A E 1142 - REG. EXPIRES- YlfoIVL �+ AREA w o AC77WTY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTON PREVEN77ON PLAN f PRIORITY STORMWATER TREATMENT AND HMP FACILITIES TO BE G 0 Rl,i T T,E IMPERVIOUS AREA z (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED C MAINTAINED BY HOA /HOMEOWNER IN ACCORDANCE WITH Civil En meerin EnVrrOn "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT Q 9 mentOl SIGNED. DATE ` C CONCURRENT WI1N THE COMMENCEMENT OF GRADING AC17VlTIES AND A COMPLETE AND IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5.440 SQFT ACCURATE NOTICE -OF -INTENT (NOI) SHALL BE FILED WITH 774E SWRCB. A COPY OF THIS C AND STORMWATER POLLUTION CONTROL FACILITIES" TENNIS CLUB DRIVE La11(i Surveying �� -4c � REG. EXPIRES: IMPERVIOUS AREA AFTER CONSTRUCTION: 10.539 SQFT w PROJECT SWI'PP SHALL BE FILED WITH THE CITY OF ENCINITAS,• FURTHER, A COPY OF THE RECORDED ON MARS 8 ZAI d 3Soo INCREASE /N IMPERVIOUS AREA: 5099 SQFT INTERSTATE 5 MANCHESTER COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE C 2442 Second Avenue GEOTEKME, INC. - PROJ. NO. 3460-SD AVENUE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. San Diego, CA 92101 1384 POINSIET77A AVE, SUITE A, VISTA, CA 92081 IMPERVIOUS AREA REPLACED: 5440 SQFT AS DOC. # 2-016 ' 0101,050 Consultants, Inc. (619)232-9200 (619)232-9210 Fax (760)599-0509 �� IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE C z PROPERTY COVERED BY THIS GRADING PERMIT NO. 12335-G AND BY SWI?CB ORDER Na C Underground Service Alert ENCINITAS FIRE DEPARTMENT PLANNING & BUILDING DEPARTMENT PARKS AND RECREATION FIELD OPERATIONS OLIVENHAINMUNICIPAL WATER DISTRICT R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL fle�crA WSg0�8S MANCHESTER PROVISION AS SET FORTH IN SEC77ON C.7 OF SWRCB ORDER NO. R9-2009-0001. u BEFORE YOU me REVIEWED BY. REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: ALL TOLL REE 1C 800 422- 4133 �/ "�j. J - I/16•- tot 0K1 m ((p-67. z . 16 Y /l..� VICINITY / /Y/A � , '!J ®�} DATE: DATE: DATE: DATE: y J DATE: NO SCALE BY JU GILAT( �> Dam / I Y M TOMNC DAMN RMHE YOU DIG Q •9P z �A�A / VI ,-. C /c i 'f E REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS ENC-38 AS- ILL VACANT LAND 13 l9 2.5" BRASS DISC IN NE CORNER OF DRAINAGE � PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED .�QC7 APPROVED GRADING &IMPROVEMENT PLAN FOR: 1 6 CURB INLET ON THE EAST SIDE OF MANCHESTER HORIZONTAL AS SHOWN � �� ( THE ENCLAVE II (PHASE III) AVE. 0.1 MILE SOUTH OF INTERSECTION WITH N. �. AS , ecE rofea BRUCE A... -ROB" TSON DAB' )�' �`� BY: .,� � 6Z BERRYMAN CANYON RD. 1 2335 - G C ENGINES 48529 BY. TITLE SHEET U 1 EL CAMINO REAL. VERTICAL AS SHOWN ` 2 / , R.C.E. NO. MASIH MAHER GLENN PRUIM 5 DATE R(` 4 EXP• 6-30-2016 DATE: S/24/ 1 6 DATE: �Z� PLANNING CASE NO: /y_pp-7 -r e4Ac,15-179 DR/CDP SHFFT 1 nF R G EL: 37.52 DATUM: NAVD88 _ ao �0) al C\2 i C''J C\2 a 7 ^ W ,2 �r10 H 0 D C\2 �M a D o y r, � to a Q y SAVE DATE: 12/18/2015 - PLOT DATE: 12/18/2015 - FILE NAME: P:\Acad\959 (1029) Daskalakis Property\Civil\Grading\Gradinq Plan shts 1-5.dwq STORMWATER POLLUTION CONTROL NOTES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND 774E LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCA770N. CONSTRUCTION S17E ACCESS A STABILIZED CONSTRUC7ON S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS7RUC77ON VEHICLES PARKING, VEHICLE REFUELING, AND ROU7INE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING AC77VI77ES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETA77ON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIV7IES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWA7ER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATFR. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS W17HOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WI7H TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTON MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMA7ION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. ENVIRONMENTAL NOTES 1. EMPLOYEES SHALL STRICTLY LIMIT 774EIR ACTIVITIES, VEHICLES, EQUIPMENT, AND CONSTRUCTION MATERIALS TO THE FENCED PROJECT AREA. 2. THE PROJECT S17E SHALL BE KEPT CLEAN OF ALL TRASH. ALL FOOD -RELATED TRASH ITEMS SHALL BE ENCLOSED IN SEALED CONTAINERS AND REMOVED FROM7HE S17E ON A DAILY BASIS J. PETS OF PROJECT PERSONNEL SHALL NOT BE ALLOWED ON 774E PROJECT SITE 4. DOSPOSAL OR 1EMPORY PLACEMENT OF EXCESS FILL, BRUSH OR OTHER DEBRIS SHALL NOT BE ALLOWED IN WATERS OF THE UN17ED STATES OR THEIR BANKS 5. ALL EQUIPMENT MAINTENANCE, STAGING, AND DISPENSING OF FUEL, OIL, COOLANT. OR ANY OTHER SUCH AC77VI77ES SHALL OCCUR IN DESIGNATED AREAS OUTSIDE OF WATERS OF THE UN17ED STATES WITHIN THE FENCED PROJECT IMPACT LIMITS THESE DESIGNATED AREAS SHALL BE LOCATED IN PREVIOUSLY COMPACTED AND DISTURBED AREAS TO THE MAXIMUM EXTENT PRAC71BLE IN SUCH A MANNER AS TO PREVENT ANY RUNOFF FROM ENTERING WATERS OF THE UN17ED STATES, AND SHALL BE SHOWN ON THE CONSTRUCTION PLANS. FUELING OF EQUIPMENT SHALL BE LOCATED GREATER THAN 100 FEET FROM WATERS OF THE UN17ED STATES AND SHALL INCORPORATE THE USE OF QIL PANS OR TAKE PLACE WITHIN EXISTING PAVED AREAS. CON7RACTOR EQUIPMENT SHALL BE(CHECKED FOR LEAKS PRIOR TO OPERATION AND REPAIRED AS NECESSARY. "NO -FUELING ZONES" SHALL BE DESIGNATED ON CONSTRUCTION PLANS. Underground Service Alert aw Civil Engineering • Environmental Land Surveying R. I IJI]. L - - •' f l R 1 ti , 1 tI �l �h1lfl�li�l� \A IA x\\ ` I i <1 I I i I FORD PROPERTIES 1 /mil I A RJR 1 6o 'A LORm- TENNIS I , KEY MAP SCALE: 1 " = 100' STORRMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU77ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE`GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADD177ONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUS71BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT' TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. CALL EMU YOU DIG CALL TOLL FREE 2442 Second Avenue * Dw s/ao/is U( 1-800 422-4133 San Diego, CA 92101 Consultants, Inc. (619)232-9200 (619)232-9210 Fax FOF �p1\F� TMO Fo9I9NC DAYS BEFORE YOU DIG REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE As -itutir I CITY OF ENCINITAS ENC-38 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL AS SHOWN CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL CAMINO REAL. VERTICAL AS SHOWN EL: 37.52 DATUM: NAVD88 PLANNING & BUILDING DEPARTMENT DATE EXIST. EXIST. ESMT. ESMT. 30' R/W 3' 24' I 3' 1.5 12' 12' 1. 5' I = � -"IIIIIII 2q, <_27 E o --� H=6' max. Ili 6" CURB AND GUTTER - - 1Ii 1i=1-11=1I=1-III1! 4"AC/6" 11 6" CURB PER IIIIIII -EXISTING CL It BASE II PER SDRSD G-2 MI MIN SDRSD G-1 II '' -I III- 8" WTR RET. WALL PER SDRSD C-3 - ui PRIVATE ROAD - TYPICAL SECTION A -A FINISHED GRADE SCALE: 1 " = 5' PROPERTY LINE T 0.5'1 GRASS LINED DRAINAGE SCALE TYPICAL SECTION B-B SLOPE DETAIL AT LOT LINE NO SCALE VARIES 2' TO 4' 2: 1 MAX 22't 23't PARCEL3 PAD=180.0 TW 170.0 TW 170.0 �F BW 168.0 BW 168.0 BMP BASIN 1 BROW DITCH PAD= 16&0 RETAINING WALL t -« PER C-4 � �,.. u a 2 RETAINING WALL PER C-1 RET. WALLS @ BMP BASIN 1 - TYPICAL SECTION C-C SCALE. 1"=10' EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN ELLIOT AT (760) 419-1091, 24 HOURS A DAY. Z EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCA77ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU17ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07ENTIALLY UNSAFE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ENGINEERING DIVISION APPROVALS PLANS PREP NDER SUPERVIERVI-� RECOMMENDED ,�(�20 APPROVED �� BRUCE ON DATE: I % /lam BY: �•,f�� a� BY: C.E. NO. 48529 MASIH MAHER GLENN P//RUIM ENGINE - EXP. 6-30-2016 DATE: S/ 2 41 16 DATE: S/_ 2 7//Z 10" GRATE PER EAST JORDAN IRON WORKS (OR EQUIV.) CATALOG No. V-7382 (ADA TRAFFIC) PAVEMENT N. TRENCH DRAIN DETAIL SCALE. 1" = 1' LOT AREA LOT NO. GROSS AREA NET AREA % IMPERVIOUS AREA ASSUMED 1 22,880 S.F. 20,160 S.F. 11,088 SF 557. 2 22,174 S.F. 18,311 S.F. 10,071 SF 557. 3 23,404 S.F. 15,101 S.F. 8,306 SF 55Y 4 18,488 S.F. 15,158 S.F. 8,337 SF 55% ABBREVIATIONS BVC BEGIN VERTICAL CURVE C.O. CLEANOUT CL CENTER LINE EVC END VERTICAL CURVE FL FLOW LINE FS FINISH SURFACE PC POINT OF CURVE PRC POINT OF RETURNING CURVE PT POINT OF TANGENT PVC POLYVINYL CHLORIDE PVT PRIVATE SO STORM DRAIN SHT SHEET G.U.E. GENERAL U77LITY EASEMENT 24 - #4 REBARS SPACED EVENLY 6" WELDED TYR 1/8" MIN. x 2" 1/2" STEEL STRAP WITH 3/8" BOLT DEBRIS CAGE DETAIL NO SCALE 3/4" MIN. CRUSHED ROCK CONE ALL AROUND AGAINST GE07EX77LE FILTER FABRIC� WIER EL 169.00 \ DEBRIS CAGE (SEE DETAIL ABOVE) & AN7I-VOR7EX PLATE 1-18" DIA, 12 GA. CUP, W/ 1/2" ORIFICES 2 1/2" O.C. (TYP) 1Z6 RCP STORM DRAIN 8" P.C.C. ANCHOR BLOCK, 12 :1 I SLOPE 8" THICK (MIN.) W/6 x6" �► - 10 GA WIRE MESH &0 CUBIC FEET OF PCC MIN. 161.21 FL 3" TEMP. SEDIMENT BASIN DETAIL AT PROPOSED BIO BASIN NO SCALE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING & IMPROVEMENT PLAN FOR: VACANT LAND THE ENCLAVE II (PHASE III) BERRYMAN CANYON RD. NOTES, DETAILS AND SECTIONS PLANNING CASE NO: /y-0O7 rfAkpp 15-179 DR/CDP DRAWING NO. 12335-G SHEET 2 OF 8 Do " v 4" IE=171.56 FOUND 2" IRON PIPE W/DISC P� $� a�� 1� �� 8" if-, E 171.23 ! STAMPED R.C.E. 13817 PER 56f N EX. PP' MAP NO. 8630 AND ROS 15821. ` , \ EX. SMH 8 4" IE=175.69 \ PROTECT 1' 'i y \ EX. 6 WATER MAIN PER 9'2_ D e n S y RIM=190.2, IE=176.2 " `� IN PLACE ~ I 10�5 8 IE 175.36 12' EASEMENT FOR PUBLIC PER DWG NO. , O.M. W.D. DWG. 5594 M }g�_t& �„ 2+66 92 I, 1 UTILITY, INGRESS AND EGRESS I'd AND INCIDENTAL PURPOSES 0- SERVICE TO EX WA / F? yg TW 1919 _ oy� p� 6 BW 190.2 PROVIDE NEW 1 WATER \ SER E R 90.3 H=1.7" ~� 12 PROVIDE 10' WIDE KEYHOLE -IN RETAINING WAL*FOR 10+78.61 PROVIDE NEW 1" W 1RfE1E L, ) WATER SERVICE. RELOCATE EX. \ METER AS SHOWN AND \ RETAINING WALL 'A' 12 CONNECT TO HOUSE LINE. SEE PROFILE, SHEET 4 y>n 6 TW 180.7 - BW 176.5' \ TW 086.0 H=4.2" 1+00.00 � X 4" IE=164.00 TW 175.3 0 BW 180.9 W ' 8" lE 16367 BW 173.2 H 5.8' _ 58838$6'E 34396'' H=21'f. CONSTRUCTION NOTES: u � ' of Oi 4" PVC PERFORATED PIPE. 40' o I o O2 4" PVC CLEANOUT, SEE BIORETENnON C.O. DETAIL, THIS SHEET. N O 36" X 36" BROOKS BOX. l SMH7 O4 18" X 18" BROOKS BOX WITH 8" PVC SD OUTLET PIPE TO BASIN. RIM=169.5, IE=157.36 Z a O5 18" PVC STORM DRAIN PIPE PER DWG NO.10013-1 ¢ TG 172.9 I j - I FOUND 3/4" IRON PIPE Oe CONSTRUCT 4" THICK AC PAVEMENT OVER 6" THICK CLASS II BASE. FL�1F72.41011 \ I W/DISC STAMPED L.S.5871 O CONSTRUCT 5" PCC PAVEMENT OVER NATIVE WITH DEEP BROOM FINISH PERPENDICULAR I PER P M 19965 TO THE ENTIRE DIRECTION OF TRAVEL - 206- ~ CONNECT TOE . 10 - -- - 109' --= y-' i F � 7/77 rc� oMwD -- 15 6 WATER W 11 '<` " FS 18 .4 -a "' I 8" PVC SF ER % C r OB DECORATIVE RETAINING WALL PER SDRSD C-1. DECORATIVE WALL TO BE SPLIT FACE EASEMENT FOR A F35 AN0 _" ' FS 2101 SEE NOTE 14 Fy - 9 3 \'' " ro I CONNECT P 1R r I MASONRY BLOCK -PADRE BROWN OR EQUIVALENT. PFR D �lG. 013 I SEE DETAIL THIS SHEET \ �� _ _ _ o o ECT TO EX. PVC MAIN jDob: 2011 - 0/421922 - 0 11 F00 - N s 1--� 1 NIH NEW 8" PVC PIPE. O9 DECORATIVE RETAINING WALL PER SDRSD C-4. DECORATIVE WALL TO BE SPLIT FACE _...- R.EO: 9 /y 2011 ° = e ° ` 0 14 ° 13 P R VAT O D b0 I MASONRY BLOCK -PADRE BROWN OR EQUIVALENT. N'.18.9°N 7 ° _ VA TE s TREE _ 8 ALTPBEI RRYMAN CANYON RD " N 2 I l0 INSTALL FIRE HYDRANT PER OMWD STD. DWG. C1J WITH 1-4 & 2-2 1 2 NTS OUTLETS \ EX. DWY� - -rt_ _ X. 10"XS" REDUCER O/ " 1 7 g � - PE - IECIn F "BLUE DOT" REFLECTIVE HYDRANT I T 2� R DWG NO 10349 G MARKER 4INSTALL ROT0 6 FROM CENTERLINE ON HYDRANT DSIDE. W S 3 c�' 187.21 FL �c FL 1 1.5 EX. FH & METERS PER " " 12"x12" BROOKS W 3-3" / 16' DRIVEWAY \ I 6�� ,I aT r A W S DWG N0. 10349-G it INSTALL NO PARKING -FIRE LANE SIGN \ PVC TO D-27 SIDEWALK \ 8 PVC WATER MAIN w 16 D 1 AY ti D.G. SURFACE WITH BINDING 1 N .I - :- SDRSD G-14 �i Q p� I,: SEE PROFILE, SHEET 4 FL 169.5 AGENTS COMPACTED TO 90% 12 DECORATIVE RETAINING WALL PER SDRSD C-3. DECORATIVE WALL TO BE SPLIT FACE UNDERDRAIN \ SDR D -14 �, \ \ 201.00 FL 1 I n ` 0 60 \ 'I h TW' 170 0' FL `169.CT ' - " MASONRY BLOCK -PADRE BROWN OR EQUIVALENT. } w o �V 1 N SLOPED RIP -RAP (5 MINIMUM THICKNESS) 12 X12 BROOKS BOX 80. 0 FL BW 168.0 I 13 INSTALL 2" BLOW -OFF ASSBY. PER A-1.1, 6" GV NORMALLY CLOSED AND 8"X 6" r TO BE GROUTED I Q ( ) APPROVED ENCROACHMENTS PERMIT �, 1 " `: 201. 5 FL \ 188.00 TG, 187.33 FL - -3 f�6 2 ` r. .1. 1 \ CONNEC 12" PVC l �\ REDUCER. REQUIRED PRIOR TO STARTING WORK /N r SSW bAE• I LL • TO EXIST. SO C.O. \ \ \ 14 P07HOLE AND LOCATE EX. 6" WATER MAIN AND VERIFY HORIZONTAL AND VERTICAL BUILDING / BUILDING ° BMP OUTLET RIM=168.92 r 1 + r. PER DWG 10349-G I POSITION PRIOR TO STARTING WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARE 189.86 FL ENVELOPE 4" PERF. FL IN=165.33 r THE WATER EASEMENT �' \ ' ENVELOPE ' Q " " r 3 I 12 FL IN=164.22 ,' FOUND ON THE PLANS W S �'', I (TYP.) I _ } 12 FL OUT=164:50 r •::., .'`.•: 1 I � � , Mb T00 i - �` o - -I - - 15 PRIVATE DRIVEWAY W17HIN THE OUVENHAIN MUNICIPAL WATER DISTRICT EASEMENT SHALL ao I i:PS / r _TW 170.5 �' - BE BUILT TO DISTRICT GUIDE LINES 10.0' � \ 202.11 FL U" In 4 0o DOc,: 201 - 01 1b'� r' 2 i - BW 170.0 FOUND 3/4" IRON PIPE 4� W/DISC STAMPED e 7 �o � 1 16' DRIVEWAY I,� n •.'�.. l.`.'S., 1W 170.5 l IT I, a RCEL I 1 ao BW 168.0 'Ci�_ LS.8253 PER P.M20853 � CURB TABLE: \ SDRSD G-14 �'.`. �'.` N \ 10.0' 10.0 t0 tl MWO A �' PAD=181.0 ' EX. SMH 6 `v'' EASEMENT 180.24 FL i 1„ I V \ RIM=167.0, IE=156.4 I - l.. �' .' .". STORM WATER MAINTENANCE AGREEMENT �` N I PER DWG NO.10013-I Gate o j DOG ZUI1 UH�19�� -� r !� RECORDED lt€6 2d6-o1 oSe DAB' 9114IMI� I x g RETAINING WALL C l Ms. p Q SEE PROFILE MEET 4 i I .' ." �,' • I I P , R �'� k i� . . r. .. .. RETAINING WALL E' / / Q 10.0 10.0' q j .I`,. SEE PROFILE, SHEET 4 8 i \ I 1 ( D= a3.0fX. UTILITY POLES AND OVERHEAD UTILITY LINES TO BE RELOCATED & ° ' HOLD HARMLESS FOR DRAINAGE EASEMENT ¢�- -= r. - UNDERGROUND BY OTHERS I �` / 0 4 r �I DATED 3��+AS DOCUMENT N g �' T a rG 1ss.s5 . f. I:;` I Ij� i BMP _____ l NO 201S-4i�F L _ 0 1 : j( ° rn FARCE 2 I N (b 180.44 FL TW 170.0 4 i N BID -RETENTION BASIN ZC n e, e ''s -a i N i5 �1 �- �'� 1-�ew 1ss.o I Iln 1 1,-° ' ° o PAD=191.6 I / /" I I) AREA=2050 S.F. I H o 181.00 FL " w �� TW 170.0 ,.' �' °' . 2 - BW 168.0 FG=168.0 v 1 - r i vS PR/VATS ROAD MAINTENANCE AGREEMENT BROW DITCH N i VI o Ni J o �- -► BW 170.0 o t I I "w ( �, �, S 5856 E 166.37 Ln DATED 1/9 2* AS DOCUMENT n o I o lJ5.13' o R c i 0. 2015-_fZLO%QS� ------ R ' HP 217.0 FL I �' 172 TW 170.0 _ N -0FFSIIE 0 N i z � BW 170.0 , " ;IMPROVEMENTS 0 202.53 FL EX. 12' UTILITY EASEMENT ( W W SHOWN PER 10349 G T n; I� TO BE QUIT CLAIMED I o I J S LINE LENGTH BEARING/DELTA RADIUS REMARKS 1 46.90' 8934'31" 30.00' 6" CURB & GUTTER 2 100.91, S8855'12"E - 6" CURB & GUTTER 3 28.55' 8147'13" 20.00' 6" CURB & GUTTER 4 106.54' 1693334" 36.00' 6" CURB & GUTTER 5 15.89' 9104'07" 10.00' 6" CURB & GUTTER 6 71.27' S87'47'02"W - 6" CURB & GUTTER 7 15.00' S7656'090E - 6" CURB & GUTTER 8 102.12' S87'47'02"W - 6" CURB ONLY 9 11.78 33'44'42" 20.00' 6" CURB ONLY 10 5.44' 10350'04" 300' 6" CURB ONLY 11 165.63' N88'55'12"W - 6" CURB ONLY 12 4.47' 852534" 3.00' 6" CURB ONLY PER DOC. NO N �b 't I 4" IE=156 L1-, x ;yP4 16' DRIVE RECORDED I m I 1 3 I 8" IE 156.29 1_ Lt1 i �, ,r ( 3o' AskM�Nr ro oMwo 01 WATER LINE TABLE: \�,, I % II WAY I �� REGo12DAD : 9// 20 7 � SDRSD G-14 Q� ARCr L 3 < 0 ON21920 0. FL .,I b G N 0.2017 - 1� o l l --- l Z o 1r - - -210- I g ( 1% MIN. SLOPE TYP 1 / �; -ARCE L 4 I w z Q - - ti Brush 208 - - _ i l� �I _ 20276 FL / / -�� 1% MIN. SLOPE o o � �� 25 SEIBA CK[ ( PAD- � i'1 S �,J � � l �I v� a r U Q o °_ 20��L\; III) TY 25.0' SETBACK 171.77 FL , , A BUILDING 204 90.72 FL �)I IL ENVELOPE , LU g -200- i - / / i a4'- - Tree I I I l 1% MIN. SLOPE I', EX. 31.5' - - TYP 191.0 FL / t I i 10 172.00 FL I I l -196 90.55'� " 1 /_ ._ _ /N - - - FOUND 2" IRON PIPE - - - -fL- - " ;17.�1 J-87.58'_ I I 136175��10^ W/DISC STAMPED J_ % - S86158"WE - -- - - __ _ - _ _ PER . . ____ � � '', 6 BMP TABLE: � __ � - - -- --=_ - 344.88' � � R' -+I -aim - �,_ -'' 31.36' t �.S 253 P PM20853r' I EX. BROW DITCH / -- - - - - - EX. POLES AND - -� �� l OVERHEAD UTILITY ` 6' DRAINAGE q N: 262-080=F3 CONNECT TO EXIST. / _ / R \ BROW DITCH OF{SITE LINES TO BE EASEMENT LOT � / � EX. BROW DITCH � I / FL 194.36 - IMPROVEMENTS _ _v ;� RELOCATED & �� L OT SHOWN PER 9055-G, _ UNDERGROUND I �' FOUND 1/2" REBAR TM D 9 � 2 S t� � � � . � � I i I� � Orr'SITE ` NO RECORD USED % LOT FOR LINE CASE NO, 0 i 239 IMPROVEMENTS I � � I� I `, ; r}' ,`I �1 ,1 I SHOWN 7,9055 -I LINE LENGTH BEARING/DELTA RADIUS REMARKS 1 166.35' N8972'05"E - 8" PVC MAIN O STORM DRAIN LINE TABLE: LINE LENGTH BEARING/DELTA RADIUS REMARKS 1 6.62' N9000'00"E - 12" PVC SO 0.5% 2 11.48, S0515'37"W - 8" PVC SD ® 2% BMP IMPERVIOUS AREA (AC) TOTAL POST DEV AREA (AC) POST DEV IMP Z PRE-DEV SLOPE POST-DEV SLOPE AREA REQUIRED (SQ.FT.) AREA PROVIDED (SQ.FT.) 1 LOT 1 0.22 1.08 1.97 55 14.2% 37 Z042 2,050 LOT 2 0.22 LOT 3 0.22 LOT 4 0.22 ROAD 0.20 OZM-NHAIN HUNK/PAL WA TER DISTRICT NOTES`.8. ALL EXISNG PARALLELING,I ORFPROP PROPOSED CONNEC77ONSCILITIES WHICH MAYFECT SHA L BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS 18. FIREE HYDRANTS ,VALVES�HERE AS APPROVED BY THE APPROPRIATET FIRE DISTRICT ANDCATED MEETING THE DISTRIWCT'S HENEVER POSSIBLE. AT THE TEE 20 10 0 20 40 60 GENERAL POTABLE WATER SYSTEM NOTES 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED U77LITY STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. m 'vwmwt . - a. REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT SCALE: 1" = 20' 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE RIGHT-OF-WAY. REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. MOST RECENT EDITION OF THE OUVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE Civil Engineering • Environmental THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. OMWD STANDARD SPSCIFICATONS THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING ' DATE ON THESE PLANS CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS PRESSURE FOR TES77NG ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. Land Surveying 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD WITH 4- MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION SPECIFICA77ONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION MEE77NG WITH THE DISTRICTS INSPECTOR. SHALL BE PERMITTED. 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING 2442 Second Avenue 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA San Diego, CA 92101 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX Consultants, Inc. (619)232-9200 (619)232-9210 Fax ED IN THAT SPECIFICATION. SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS AND LOCATE BEHIND CURB UNLESS OTHERW/SEAPPROVED BY DISTRICTS REPRESENTATIVE. FIRE 22.ECON/7R4CT RECORD DRAWINGS MUST E SUBMITTED PR/OR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST MINIMUM IN ADVANCE OF ANY SHUTDOWN HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY HIGH OR LOW POINTS AS APPROVED BY 7HE DISTRICTS REPRESENTATIVE. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE 1 YEAR AFTER THE DATE SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. ( ) QL OFESS/ 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING 13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH A SIDE LOT LINE. A 314-INCH HIGH LETTER w SHALL BE CHISELED IN TOP OF EXISTING CURB OR WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY 9 Underground Service Alert �0 p. PERMIT IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT IMPRINTED /N NEW CURB AT ALL WATER SERVICE CROSSINGS. PROVE DEFECTIVE IN WORKMANSHIP ANDIOR MATERIALS WITHIN THE ONE YEAR PERIOD FROM THE h ' 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND con BMU YOU DIG c � m INSPEC77ONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPEC77ON OF THE PROJECT. TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. ace „zs A 7. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR CALL TOLL FREE 6/ao/16 THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED * * 1-800 422-4133 J�7 CIv1V PRIOR TO CONSTRUCTION. THIS ALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED SIDE OF WATER METER. IN WRITING BY THE DISTRICT. T� OF CA1�Fp� IN PUBLIC RIGHT-OF-WAY (DIG ALERT PHONE: 800-227-2600) 16. CONTRACTOR SHALL TF OFF ALL VALVE LOCATIONS AND PROVIDE WRI77FN DIMENSIONS TO 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPED WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. TIPO A'UPo(GiG DAYS BEFORE YOU DIG REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPARTMENT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY of ENCINITAS ENC-38 PLANS PREPARED UNDER SUPERYPqr OF RECOMMENDED .JQ APPROVED GRADING AD IMPROVEMENT PLAN FOR: VACANT LAND 2.5" BRASS DISC IN NE CORNER OF DRAINAGE REVIEWED BY: THE ENCLAVE II (PHASE III) HORIZONTAL 1" = 20' / CURB INLET ON THE EAST SIDE OF MANCHESTER DATE: Z 1,.6 AVE. 0.1 MILE SOUTH OF INTERSECTION WITH BRUCE A. SON =� BY: /�•. BY: BERRYMAN CANYON RD. 1 3 3 5 - G EL CAMINO REAL. VERTICAL N/A R.C.E. No. 48529 MASIH MAHER GLENN PRUIM GRADING & IMPROVEMENT PLAN DATE ENGINEER 6-30-2016 EL: 37.52 DATUM: NAVD88 EXP. DATE: St26/1 (0 DATE: _02711L PLANNING CASE NO: /v- ,�� A, / _ 15-179 DR/CDP SHFFT 3 OF R $AVE DATE: 4/22/2016 ti PLOT DATE: 4/22/2016 - FILE NAME: \\rec2.local \shared\Engineerinq\Acad\959 (1029) Daskalakis Property\Civil\Grodirv.\Grading Plan shts 1-5.dwo 220 215 210 205 200 195 190 185 180 175 170 165 160 155 152 .__---- -- ^ ..._._ __ -70 1 -- _ _ _ - u-- - --- z - _ _ _ _ _ ._ _._ - r Q_ __-- _ ; __ ___.__ __ _ - -- _ - - -- --- SfiNG SURF%�C g � OF PRIVATE DRIVE_-_ __-- _ ._ ._. + ^_N ,� ^ __� g x N. ___ ,,) ;o ___ .. - ___ __. %A p . ��.__ r -_ > J ^ �'z Q - - o, + ___.._ -- -- _.� �. __� __ .Cf. �. ___._... .. — _ _ _. ._ N , Ar� -CO W w. Sp SURFACE __._ + ® OF PRIVATE DRIV€_-_ -_-__-- .._.. w _. _ ----..____.— �..__-- _..-- __-- .-- -_._. .. ._.__ - - �_._- -.a-- -_ u -_ _. _..._.---- _._ -- .-_.-.._--_---__-,.. _ _-- _ __700%cato _ _ _.gyp._-__ ._._ ...__._..`e_._...-.-. ._ _ .. _. _- _ _ __-.--_-_. _ __.______�- _-----.__._.-- -- -+ - _ =� PROP PROPOSE 35. ' 8 IVC WATER MAIN ® 700%-- -- -- - - - =CON TO_- -" INSTALL 6" GATE VALVE - -' -= 71�j .r,___i_ _-_ EX WAT _ (NORMALLY CLOSED) BLOW -- -- OFF, 8"X6" REDUCER AND = �ORME .._ �: .. = A.R. -_ -" a ------ - ___. - -- - - _ r - _ _ 1 ------ _ ROPOSEO _ _1j3g� _ _._o - w _: g z - - - - - -- _._ -- ..-- -- " _ - o- - . - --- --- - -- - _ - - - = 8 PVC -1. -- - .: .__ .. .. - _o n _ _ " - A D f h 1 _ - _ o r "... � P'' -_ __- --- MAIN ®11.3 _�4 _ .__.p z - - - --- - - ----- ---- ----- -- -- - -- -- +, --- - qo -.- _ �_- 7 _ -- `- - - r _- - - rn c+r`z a }-z _ _-- _ _- - t- - - - - --- --- _--- -- -- - ------ -NOTE: CONTRACTOR TO FIELD VERIFY LOCATION___.--_.. ___ _ -- -- : OF EX. WATER MAIN AND NOTIFY ENGINEER OF -__+-ANY DISCREPANCIES IN THE PLANS. - - - ___� REMOVE EX WA AND INSTALL NEW - - - - - - - -- o _ - --- 8" WATER MAIN-:- 13+25 13+00 200 195 190 185 180 175 170 165 160 12+00 11 +00 PRIVATE DRIVE CENTERLINE PROFILE SCALE. 1" = 20' HORIZ, 1" = 10' VERT. N___. �_.—.,.. - _ _.. __ .._ _ . Up -o _ o + --FINISH GROUND OF WALL - -- - p - - _.20P.OF WALL - EXISTING GROUND - - _ _- -_-N m __ ___ o N _ AT BACK-0F WALL -- --- - --- -o w- _ ... .... + r�...._... - + �..._.—_._ - _ - -- - - - - a? LU Nn___-- .. .._.. -._ _._ __ _ 3+00 190 185 180 175 170 165 160 155 2+00 RETAINING WALL'A' PROFILE SCALE. 1" = 20' HORIZ., 1" = 10' VERT. NOTE.- RETAINING WALL PER SDRSD C-3 SCALE. 1" = 20' HORIZ., 1" = 10' VERT NOTE.- RETAINING WALL PER SDRSD C-4 190 185 180 175 170 165 160 155 50 Underground Service Alert ' Civil Engineering • Environmental � ,"•rY Land Surveying �� m on BEFORE YOU DIGRCE G * RCP 0/30/19 CALL TOLL FREE 2442 Second Avenue San 1-800422-4133 Consultants, Inc. (619)232 Diego,9200 CA 2(619)232-9210 Fax �f�TFOrr 50o�� TWO WORIUNG DAYS BEFORE YOU BIG REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK CITY OF ENCINITAS ENC-38 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL CAMINO REAL. EL: 37.52 DATUM: NAVD88 ,AVE DATE: 4 22 2016 - PLOT DATE: 4/22 2016 FILE NAME: \rec2.local\shared Engineering Acad 959 1029) Doskalakis Property\Civil\Grading\Grading 1 +00 SCALE HORIZONTAL 1" = 20' VERTICAL 1" = in' We, 190 195 185 190 180 185 175 180 170 175 165 170 160 165 155 160 Pt]K'HEXALL- BASIN FG 8" PVC SO 168.0 FL=169.0 HEADWp,Ll- TTED 6" 10+00", W .. IIJLId1LJlIJT 1E 1AIMI-Il�u- 220 215 210 205 200 195 190 185 180 175 170 165 160 155 152 - d _ _._p h _. ____ + __ __- _. + _ 0 1+00 RETAINING WALL 'B' PROFILE SCALE. 1" = 20' HORIZ., 1" = 10' VERT. NOTE.- RETAINING WALL PER SDRSD C-1 8" PVC SO ® 2% 8" 8" PVC SD PCC HEADWALL DETAIL TRENCH DRAIN OUTLET PIPE DETAIL SCALE: 1" = 4' 10" GRATE PER EAST JORDAN IRON WORKS (OR EQUIV.) CATALOG No. V-7382 (ADA TRAFFIC) SAC PAVEMENT 6" MIN. 4" I-14" TRENCH DRAIN DETAIL SCALE: 1" = 1' PLANNING & BUILDING DEPARTMENT REVIEWED BY'. DATE JO TMq RA� G Gjy/ LAX) L) pATE 190 185 180 175 170 165 160 155 2+00 4" PVC SCREW CAP - RIM IS 12" ABOVE GRADE 4" NON PERFORATED STANDPIPE WATER TIGHT-, CAP ON TERMINAL END OF PIPE 18" LAYER OF CLASS 11 PERM ROCK DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL RETAININ W _ G ALL 36"X36" BROOKS BOX PER C-1 RETAINING WALL I __1_� PER C-4 2-3" HARDWOOD 24 MIN. ENGINEERED SOIL 11" MULCH *SEE NOTE BELOW _ PERMEABLE LINER I I_ 11-1 1=I I I`I I I-1 11=1 11=1 11=I I -I I_ {LI I I I I I=III-1 I=III- MIRAMESH PER TENCATE III-III-III-III-1 I I=I 11=III=III=I =III-III=I I N I I=III=III=I I I� I 2-3" OF I I=1 I I=1 11=1 11=1 ! 1=1 11=1 11=1 I I-1 I I I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I--1 I 3/8" GRAVEL I= 1=1 I I=1 I=1 I I=1 I=1 I I=1 I I=1 =1 I =11=t I I=1 f=1 I=1 11=1 I I 1! I PERMEABLE LINER I I —I I I_I I _I _ I_ —— I I I I I III III III III I I I_I I_I I _I I I_I I _III I I I MIRAMESH PER 7ENCA7E I I_ - I I- SIDES �\I I I=1 I I_I I I_I I I=1 I IJ I I=1 I I=1 I I=1 =1 I I=1 f l=1 11=1 I I=1 I I —I _I I IJ . �/ .( ) 18" MIN. ** 2 - SEE N07E 3" COVER OVER PIPE BELOW 3 4" CRUSHED ROCK IMPERMEABLE-1 TIE 4" PERFORATED PVC J LINER (SIDES) PIPE INTO STRUCTURE 4" PERFORATED PVC PIPE WITH FILTER SOCK SLEEVE (SEE ORIFICE PLATE DETAIL BELOW) (MIRAFI 140N OR EQUAL) LACE PIPE WITH PERFORATIONS AT THE INVERT) • * BIORE7ENTON ENGINEERED SOIL LAYER SHALL BE MINIMUM 24 DEEP SANDY LOAM SOIL MIX WITH NO MORE THAN 57 CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. • **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 8" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. • THE EFFEC71VE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETEN7ON BASIN IS 47 OF THE IMPERVIOUS AREA DRAINING TO IT. • IMPERMEABLE LINER TO BE 30MIL PVC LINER, SPECIFIC GRAVITY (ASTM D792): 120 (MIN.), TENSILE (ASTM D882). 73 (LB/IN-WIDTH, MIN.), ELONGA77ON AT BREAK (ASTM D882): 380 (% MIN.), MODULUS (ASTM D882): 30 (LB/IN-WIDTH, MIN.), TEAR RESISTANCE (ASTM D1004). 30 LB/IN, MIN.) TYPICAL BIORETENTION DETAIL NO SCALE ** SPECIAL INSPECTION REQUIRED ** ORIFICE PLATE MIN. SQUARE DIMENSIONS 1.0 FT GREATER THAN PIPE DIA. HOT -DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED MIN. 6" NFLOW PIPE 1" ORIFICE DIAMETER 0 1/2" MAX DIA. HOLE FLOW CONTROL ORIFICE PLATE NO SCALE 1 24 14 REBARS SPACED EVENLY WELDED TiP. 1/8" MIN. x 2" 1/2" STEEL STRAP WITH 3/8" BOLT DEBRIS CAGE DETAIL DEBRIS CAGE (SEE DETAIL THIS SHEET) & ANTI -VORTEX PLATE NO SCALE PLAN T 11 �Zc 36" X 36" USE 45' WYE AND FITTING =1 =i I=) i I=1 (= BROOKS BOX OR EQUIVALENT DIREC110NAL BIORETENTION 1-11I-Ij1=111=1II CLEANOUT TO CONNECT ENGINEERED SOIL II II I I I (I FLOW CONTROL ORIFICE UNDERDRAIN TO STANDPIPE LAYER SHALL BE MIN. =_I i I=1I MI PLATE - SEE DETAIL _r BIORETENTION ENGINEERED 24" DEEP `SANDY I I-II1=111=1I I THIS SHEET I=1 I-1 11=1 I i=1 11-1 ! 1=)11 =1 I H I f'E I r SOIL LAYER SHALL BE MIN. LOAM" SOIL MIX WITH I I I=1 I M I 1=1 I I-Z a t—lil— A i I1 I I-111-1 I I—i1 1I= - 24" DEEP SANDY LOAM" NO MORE THAN 5% =I (1=111=1 I 1=1 OU7FALL PIPE SOIL MIX W TH NO MORE CLAY CONTENT. THAN 5% CLAY CONTENT. PERCOLA77ON RATE I-LI 1=I 11� I i=1T_l= I ICI 1 I�� -111=L%{ 1=Li I TEE I = PERCOLA77ON RA7E 5-10in/hR MINIMUM - - 1=111 (I a (i 111=11=1 1 5-10in/hR MIN. SUSTAINED SUSTAINED. �< 18" PVC FLOW FLOW _ ° °° 18" DEPTH OF CLASS CONNECT PIPE TO 11 PERM ROCK AROUND PIPE FL OUT PER PLAN DOWNSTREAM CLEANOUT r- ' � SECTION R s ? - == �4" PERFORATED UNDERDRAIN FL IN PER PLAN PVC UNDERDRAIN CONNECTION (N. T S.) 4" PERF PVC 36 " X 36 B" R NATIVE SOIL BIORETENTION C.O. DETAIL NO SCALE BIORETENTION BASIN NOTE: PROGRESS PICTURES OF BIORETEN7ON BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES, 1. BASIN EXCAVATION 2. PLACEMENT OF PERFORATED PIPE J. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING 6. FINAL COMPLETED BASIN 107H VEGETA71ON ESTABLISHED ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERV S,I ION OF RECOMMENDED JQO APPROVED BRUCE ROB ON DATE: �� L /,�eg- /� w J� / R.C.E. N0. 48529 MASIH MAHER GLENN PRUIM ENGINE EXP. 6-30-2016 DATE: S/ 2, (a/ I DATE: J5 2- 7 1d OOKS BOX NO SCALE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING & IMPROVEMENT PLAN FOR: VACANT LAND THE ENCLAVE II (PHASE III) BERRYMAN CANYON RD. PROFILES & BMP DETAILS PLANNING CASE NO: /y.oV+TOMrc1P 15-179 DR/CDP DRAWING NO. 12335-G SHEET 4 OF 8 ~A"794 �92'�nr(�\r �\ a r��\ r y�6 Dense _ \ r' } 20a '98 96 \ \ \ ( 202 t , Wall -- --- 204- - - _206- -210- PRIVATE � � � � — — N ROAD o o ° N a a ° s 00 + ` + {, + +\ \ i + EE \ I SS-4 t' + \ + `t \ �4{ SS-4 I I BIO-RETENTION BASIN t / AREA=1850 S.F. —I — \ \ SS-4 �_ I I FG=168If If '.1'_ �_ e If IF es ss-4 C a PARCEL 3'=C-:-�. I . \ 5 F1 N + I + � E 1 �- � i � t (/ `� `� + + N + ' ' N C �F h ti PA 03 u o of 1 + •'•�• 3 1 l+ r + I n e Tr N o + IN I a I_�. N I I i i PARCEL —R + R 8+ O l �I 2 S PAD=191 � + SS-4 77 + ( ' + SA +,f 2:1 AX. � M - ; io + SS-4 \ N+ Ch+ + 1 I � j i Z i + 1 LJ �+ + + If + / + ��41 - 212' I / - U + + + + it + l n I 210 + l + + + +/ + PARCEL 4 2oa - + % + + i ! + +� + PAD=172 'Dense !i X I r i -206-- + _ -- —+/ + + + j + / Tree � t _ -- —[-200—+ // Tree +`' + + + 1 +--++�++.++IJIE � I -- --R — — — EX. BROW DITCH" - � —� _ — AIQN 262-080�23, I I �� / If if I { EX. BROW DITCH ® 3" OPENING TOP ROW 20 10 0 20 40 60 9 IN (23 CM) EARTHEN RIDGE (TYP. 2 BAGS HIGH Mod h5wWwww (12" MIN.) FILL SLOPE_ -�° 2% SCALE: 1" = 20' 12 FT (0.6 M) UNLINED SWALE & BERM NOT TO SCALE 1/2 BURY 1/2 BAG TO PREVENT SILT RUN-OFF GRAVEL BAGS DETAIL (STREETS) NOT TO SCALE SPACING AS SHOWN ON PLANS SEE SHEET 2 SEDIMENT CONTROL NOTE 8 NOTES: 1. GRAVEL BAGS ARE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAN 4% SHALL BE AS SHOWN ON THE EROSION CONTROL PLAN. I I L I 200' MAX EROSION CONTROL SPECIAL NOTES: 1. PRIOR TO FINAL GRADING INSPECTION, CLEAN ALL EXIST. P.C.C. DITCHES AND REPAIR AS REQUIRED BY CITY INSPECTOR. 2, IT IS THE RESPONSIBILITY OF 7HE CONTRACTOR TO PROTECT EXIS71NG FENCES AND LANDSCAPING. PRIVATE FACIL177ES DAMAGED BY COIVSIRUC77ON WILL BE REPLACED IN KIND BY THE CON77?ACTOR AT HIS COST. J. SEE SHEET 2 FOR EROSION CON7ROL NOTES. DESILTING BASIN NOTE: BIOREIEN71ON BASINS SHALL BE EXCAVATED AND USED AS DESIL77NG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND 7HE 810RETENRON BASINS COMPLE7ED ONCE FINAL SIZE STABILIZATION IS ACIEVED, PRIOR TO OCCUPANCY AND/OR FINAL . SEE DETAIL, SHEET 2. SPILLWAY USE GRAVEL BAGS, OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. SUPPLY WATER TO WASH � WHEELS IF NECNECESSSARY 20' 'FLOW OW oQ 2"-3" COARSE d o o AGGREGATE MIN 6"TtHd 0 " 0� 12' MIN \--DIVERSION RIDGE 50' MIN r STABILIZED CONSTRUCTION ENTRANCE (TC-1 NOT TO SCALE GRAVEL BAGS OVERLAP ONTO DIKE � 3 FT (0.9 M) MIN. RUNOFF / GAP BETWEEN BAGS THREE LAYERS OF GRAVEL ACTS AS SPILLWAY BAGS WITH ENDS OVERLAPPED GRAVEL BAGS (SC-6, SC-8) NOT TO SCALE I N �O r Z , r r r r G r r r r r 50 mm o 75mm verlap r r r r r r r r ' r r r� Mats/blanket should ha inctnllari vartirnlly LEGEND ITEM CALTRANS # SYMBOL RIPRAP ENERGY DISSIPATOR SS-10 SILT FENCE SC-1 -�—E- STORM DRAIN INLET SC-10 �GI'oo PROTECTION CDCDCDCD GRAVEL BAGS SC-6, SC-8 000 DRAINAGE SWALE - CHECK DAMS SC-4 STABILIZED CONSTRUCTION TC-1 ENTRANCE FIBER ROLL: SC-5 FR HYDROSEEDING: SS-4 SS-4 MATERIAL DELIVERY & STORAGE: WM-1 __111 CONCRETE WASTE MANAGEMENT: WM-8 WM-8 SOLID WASTE MANAGEMENT: WM-5 Wm-5 SANITARY WASTE MANAGEMENT: WM-9 Wm-9 3" OPENING IN TOP ROW 2 GRAVEL BAGS (TYP.) HIGH (12" MIN.) FINISH SURFACE O(FUTURE) UNDERCUT ROADBED 3" P.V.C. DRAIN (TEMP.) PLUG W/ P.V.C. CAP AT TIME OF PAVING SECTION B-B NOTES: NOT TO SCALE 1. PRIOR TO FINAL GRADING INSPECTION, CLEAN ALL EXIST. P.C.C. DITCHES AND REPAIR AS REQUIRED BY COUNTY INSPECTOR. �> B PROPOSED DRAINAGE INLET i 6" CURB �>B LEAVE 3" OPENING TOP ROW (TYP.) STORM DRAIN INLET PROTECTION (SC-10 1 cn....-... .. l mn.—_ 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) <a � C —� O ISOMETRIC VIEW =-17 ill- it -- a 3 O O ROADBED I=IIIIFr j ��- — 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT THE >o O STREET FLOW O �j(=(�(-ijl=(jl- 1;= TO THE WIRE FENCE AND EXCAVATED SOIL. SILT RETENTION-,, �o o O TYPICAL SLOPE 11-��iIEiT. O n ul. T Non -woven EXTEND IT INTO THE TRENCH. MAX MIN or 8' MIN. VEHICLE ACCESS DIRECTION OF 75% OF ° wof GRAVEL BAGS SOIL STABILIZATION geotextile filter 8' MIN. VEHICLE SrREE D 2 BAGS HIGH, TYP. ACCESS NOT TO SCALE WET SLOPE LINING fabric under al treatment QROFESS/ E ° ° ° NOT TO SCALE FILTER FABRIC NOTES: FILTER _ R "W° "X" SLOPE "L" 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. =1 1L �, Underground Service Alert Civil Engineering- Environmental P• qqF x / �— + 1=��\4 ' g g " ~ -gyp c> 20'-30' 5' < 4% 200' MAX. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. �- �T AI � 1-1 - , — y -I- I -' Land Surveying `' 31'-40' 7 4% TO 9% 100' MAX �� I' f Li lj I_ LF r„BeFORe YOU me W Rom^' 29 41'-50' 9' > 9% 50' MAX 2. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH i,. * °� 6730rs * THE SOIL. DO NOT STRETCH. CALL TOLL FREE 2442 Second Avenue J, � 51 -60' 10.5' GRAVEL VELOCITY REDUCER 1-800422-4133 (an j 232-9210 Diego, CA 921619 Fax fgTFOF Cp`\EQ�CIVIV�� 61'-70' 12' NO SCALE 3. FOR BONDED FIBER MATRIX ALTERNATE SLOPE STABILIZATION SEE APPLICATION SILT FENCE (SC-1) Consultants, Inc. 619 23-t--9200 ) SPECIFICATIONS AND ON NOTES THIS SHEET. NOT TO SCALE fif0 WOREMG DAYS BEFORE YOU DIG REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DEPARTMENT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. CITY OF ENCINITAS ENC-38 PLANS PREPA UNDER SUPERVI�IO(V OF RECOMMENDED_3Q0 APPROVED GRADING & IMPROVEMENT PLAN FOR: VACANT LAND 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1" = 20' REVIEWED BY: If I �y � THE ENCLAVE II (PHASE III) 12335 - G CURB INLET ON THE EAST SIDE EC MANCHESTER /) /I DATE: Z -/ �s w BERRYMAN CANYON RD. AVE. 0.1 MILE SOUTH OF INTERSECTION WITH // / BRUCE RO TSON BY: /V(• /4�' eY: EL CAMINO REAL. VERTICAL N/A I/ ' R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM EROSION CONTROL PLAN EL: 37.52 DATUM: NAVD88 DATE ENGINEE EXP. 6-30-2016 DATE: S/2(01)6 DATE: S/L% 1. PLANNING CASE NO: 15-179 DR CDP —� /�J-Oo) 9i�M�Jjy � SHEET 5 OF 8 SAVE DATE: 11 30 2015 - F-L-5 DAIS: 12 9 2015 - FILE_ NAME: P:\Acad\959 1029 Daskalakis Prooerty Civil Grading Gradina Plan shts 1-5.dwo IMPERVIOUS AREA DATA TABLE (ENCLAVE - PHASE III) As- SurLT 04KRVIOUS ARE PARCEL IMPERVIOUS AREA (S.F.) BMP AREA REQUIRED (S.F.) (4.0%) ADDITION IMPERVIOUS AREA ALLOWED (S.F.)* 1MPERV AREA EOW REVIEW INSIDE TOR 1 6,159 246.4 4,990 rp. 161 sF 2 5,488 219.5 4,990 5 it%5 3 1 4,664 1 186.6 4,990 (245 4 5,151 206.0 4,990 i " nut PVT. DRIVE 9,813 392.5 BMP AREA PROVIDED - I- * EXCEEDS ADDITIONAL 0.15% REQUIRED BY CITY EASEMENTS: Ol AN EASEMENT FOR PUBLIC UTILITY, INGRESS AND EGRESS AND INCIDENTAL PURPOSES RECORDED FEBRUARY 26, 1963 AS FILE NO. 33448, O.R. O2 AN EASEMENT FOR ROAD AND PUBLIC UTILITY AND INCIDENTAL PURPOSES RECORDED MARCH 22, 1971 AS FILE NO. 54587, O.R. l�3 AN EASEMENT FOR ROAD AND UTILITY AND INCIDENTAL PURPOSES RECORDED JUNE 11, 1973 AS FILE NO. 73-157533, O.R. O AN EASEMENT FOR A PIPELINE OR PIPELINES FOR ANY AND ALL PURPOSES, TOGETHER WITH THEIR NECESSARY FIXTURES AND APPURTENANCES INCLUDING BUT NOT LIMITED TO CONDUITS AND CABLES FOR POWER TRANSMISSION AND COMMUNICATION PURPOSES TOGETHER WITH THE RIGHT OF INGRESS THERETO AND EGRESS THEREFROM AND INCIDENTAL PURPOSES, RECORDED MAY 3, 1961 AS FILE NO. 76620, O.R. O5 AN EASEMENT REFERRED TO AS "AGREEMENT TO ESTABLISH EASEMENT", RECORDED JANUARY 21, 1972 AS FILE NO. 15917, O.R. © EXISTING PUBLIC EASEMENT FOR PRIVATE STREET RECORDED ftR PAMG, CIA? PROJECT SITE' Underground Service Alert M BEFORE you me C() CALL TOLL FREE -41: 1-800 4?2-41f TWO ADRE@G DAYS BEFORE YOU DIG REVISIONS 0 z w m TENNIS CLUB DRIVE INTERSTATE 5 MANCHESTER MANCHESTER AVENUE J� z VICINITY MA P NO SCALE Consultants, Inc. APPROVED I DATE EXIST. 6" CURB AND PER SDRSD N V N SDRSD C-3 PRIVATE ROAD - TYPICAL SECTION A -A SCALE. 1 " = 5' Civil Engineering • Environmental Land Surveying CE - 48529Z 2442 Second Avenue * D0 6T30T16 San Diego, CA 92101 f�qT Civil- (619)232-9200 (619)232-9210 Fax FOF (;pV\F�/ REFERENCES DATE BENCHMARK CITY OF ENCINITAS ENC-38 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTION WITH EL CAMINO REAL. EL: 37.52 DATUM: NAVD88 EXIST. KEY MAP 1 "=30' f i LEGEND: \ I I DESCRIPT/ON STD. DWG SYMBOL 0 slim1 I i -� -,; PROPERTY LINE/ RIGHT-OF-WAY LINE LOT LINE I I - li I 1 EXIST CONTOURS 195- PROPOSED CONTOURS 160 GRADED SLOPES (2.1 MAX.) PROPOSED SPOT ELEVATIONS T�� DAYLIGHT LINE IJ EXIST WATER LINE EXIST SEWER LINE - i EXIST STORM DRAIN EXIST TYPE 'F' CATCH BASIN D-7 litZ C I I C EXIST TYPE A-4' CLEANOUT D-9 J '- - -I - I �� ` RETAINING WALL (ALL WALLS MUST BE SPLIT FACE MASONRY BLOCK -RCP C-1, C-4, C-6 it i PADRE BROWN OR EQUIVALENT) WROUGHT IRON FENCE (PER LANDSCAPE ARCHITECT) EX. 'TYPE B' CONCRETE BROW DITCH MOD. D-75 =2> rz=> E=> ll PHASE /ll� _ l: T 1' PR. 'TYPE B' CONCRETE BROW DITCH MOD. D-75 1 ¢� a BLADED SWALE NOTES: 1 1. NO PART OF RETAINING WALLS AND FOOTING SHALL ENCROACH INTO ADJACENT PROPERTIES OR i f ZI T I EASEMENTS ' I . ; 2. THE PROPERTY OWNER SHALL MAINTAIN ALL DRAINAGE FACILITIES LOCATED WITHIN THE PARCEL AND OW I IIW' i ' f I BE RESPONSIBLE TO PREVENT DAMAGE TO DOWNSTEAM PROPERTIES A T R M►J .5� i I I I . ' I - J. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO LOCATE PROPERTY LINES AND CONFORM TO SETBACK REQUIREMENTS z e 4. PRIOR TO GARAGE FOUNDATION INSPECTION, DRIVEWAY SLOPES ARE TO BE INSPECTED BY THE PLANNING DIVISION FOR COMPLIANCE WITH CITY OF ENCINITAS STANDARDS. I Ir _ �� 5. PROPERTY OWNERS TO MAINTAIN THE BACKWATER VALVE PER THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT b STREETS DUE TO THE CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF EACH WORKDAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION r BMP'S, WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET A STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED 0 PREVENT CONSTRUCTION VEHICLES OR EQUIPMENT FROM T TRACKING MUD OR SILT INTO THE STREET. 7. ALL STOCKPILES OF SOIL AND OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 409 ® 8. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS, WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED ON -SITE. 9. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH RUN-OFF PRODUCING RAINFALL OR AFTER ANY MATERIAL BREACHES IT EFFECTIVENESS. 10. ALL SLOPES THAT CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES. 11. THE STORAGE OF ALL CONSTRUCTION MATERIAL AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS IN TO THE ENVIRONMENT. 12. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY AND SHALL BE SUBMITTED TO THE ENGINEERING DIVISION PRIOR TO RELEASE OF SECURITIES. CONTRACTOR'S NOTE UMUIHaWO CHANGES & USES.• THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, 11.50' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS REQUIREMENT SHALL BE MADE TO APPLY TW 180.3 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR BW 168.0 2 25' FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF ENCINITAS HARMLESS FROM ANY AND ALL IF 173.7 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. -G=179.68 TW 170.0 TW 168.0 TW 214.50 TW 208.28 BW 168.0 BW .0 1 w I BW 210.00 BW 203.48 IF 164.5 IF 164.5 ? I TF 209.50 IF 202.98 BMP BASIN 1 -,I RETAINING PAD=168.0 I Tye' " 7.10' WALL PER C-3 a l oI RETAINING ROTA 1hithiC -_.._ __ _ _.. WALL PER C-1 SCALE PLANNING & BUILDING DEPARTMENT HORIZONTAL AS SHOWN REVIEWED BY: `+ VERTICAL AS SHOWN -` DATE WALL PER C-4 OVER GRAVEL BMP BASIN - TYPICAL SECTION C-C SCALE. 1" = 10' A 1648M 2 2\ OW I PLANS PREPARED UNDER SUPERVISIO1 !OF BRUCE ROB ON DATE: IZT R.C.E. NO. 48529 ENGINE R 6-30-2016 EXP. WALL PER C-4 4'6" MAX HEIGHT WALL PER C-4 5'4" MAX HEIGHT TERRACED RETAINING WALL TYPICAL SECTION D-D ENGINEERING DIVISION APPROVALS RECOMMENDED ,J +O APPROVEDZ BY: /N • BY: MASIH MAHER GLENN PRUIM DATE: S/Z(/I,(, DATE: SCALE. 1" = 10' CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING & IMPROVEMENT PLAN FOR: VACANT LAND THE ENCLAVE II (PHASE III) BERRYMAN CANYON RD. PRECISE GRADING TITLE, NOTES, 8c DETAILS PLANNING CASE NO: 15-179 DR/CDP DRAWING NO. 12335-G SHEET 6 OF 8 12/9,/2015 - F 1 E NAME: P: -ad\959 (1029) Doskalokis Proi)eriVACivil\Grf3dlno\C; adina Plat, skits 6-8.dwc T ' BROW iFOUND 112" REBAR j ' t1 � r � V "` _ _ rNO FOR USED W DITCH , `. -- -- BROW DITCH _ I" L" i " I I I PER D-75 RET WALL, PER RSD C 4. SPLIT 12 x12 BROOKS W 3-3 PER, D-75 - - - SID K FACE MASONRY BLOCK PADRE i IL' _ _� PVC TO D-27 EWAL I a m _ R, _ ( UNDERDRAIN BROWN OR EQUIVALENT TYP. - It 0 210.50 TW 2/ 77 214.00 TW �- � _ - _ A 214.50 TW - FOUND 2 IRON PIPE H-0.0'210.50 BW -_ _. H=4.5 21a5O BW H=3.5' �1 210.50 TW a ° I r f ' 210.50 BW b I W/DISC STAMPED R.C.E. i , - - - ------_-_- ---- -- - --- 210.50BW I / j a 13817 PER MAP NO. 8630 i !' AND ROS15821. T 'I RET WALL, PER RSD C-4. 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ANCHOR INTO WALL: SCREW EYE FOR MASONRY EXPANDABLE ANCHOR IN MASONRY 2. 13 GAUGE GALVANIZED WIRE. NUMBER AS REQUIRED TO COVER WALL 3. FLEXIBLE TIE. TAPE SECURING VINE TO WIRE. 4. FINISH SURFACE NOTE: WHEN PLAN77NG SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS WALL SOFTENING DETAIL (VINE TYING) SCALE: NONE LANDSCAPE LEGEND SYMBOL DESCRIPTION 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE PLANS 6' MASONRY WALL PER LANDSCAPE PLANS ° ° 6' HIGH WOOD FENCE PER LANDSCAPE PLANS 6' VINYL WALL PER LANDSCAPE PLANS RETAINING WALL (SPLIT FACE MASONRY BLOCK -RCP PADRE BROWN OR EQUIVALENT) 16' WIDE DWY, TO BE PERMEABLE PAVERS OR 07HER DECORATIVE TREATMENT (NOT PLAIN ASPHALT OR CONCRET) CONSISTANT WITH BERRYMAN CANYON DESIGN GUIDELINES 4' WIDE D.G. 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NO. 48529 MASIH MAHER GLENN PRUIM DT�E ENGI ER EXP.6-30-2016 DATE: S/LG ��I DATE: S 27 L PLANNING CASE NO: 1 rJ-179 DR CDP EL: 37.52 DATUM: NAVD88 I,� � SHEET 7 OF 8 cAvP nnTF- 11 An /9ni :., PI (1T neTP- 19 /a 19M POP NCAAP- P• A,n,4 0rQ 1109M 01^- _k+ I- SET LEAD AND TAG -.--- - -� �y� _ T STAMPED "L.S. 7619" SET LEAD AND TAG ATOP COLUMN _ v - - =�_ - STAMPED "L.S. 7619" - -_ - _ . - ATOP WALL - .. - cn I i 190 190 R \` - m t 86R f' RET. WALL, PER RSD C-6. SPLIT �_ g - \ I FACE MASONRY BLOCK -PADRE N - --�8,_ 0 188 RET WALL, PER RSD C-6. 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(619)232-9200 (619)232-9210 Fax j1� ( `&bc2�z LI a+rle: DATE REFERENCES DATE BENCHMARK A I CITY OF ENCINITAS ENC-38 2.5" BRASS DISC IN NE CORNER OF DRAINAGE q CURB INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTION WITH ZT l EL CAMINO REAL. ZZJ z( EL: 37.52 DATUM: NAVD88 SCALE PLANNING & BUILDING DEPARTMENT HORIZONTAL AS SHOWN71ENIFD BY: VERTICAL AS SHOWN DA SCALE: 1 "= 10' 0 5 10 20 30 PLANS PREPARED UNDER SUPERVISION OF BRUCE OBE SON DATE' I Z �s R.C.E. No. 48529 ENGINEER EXP.6-30-2016 FOUND 3/4" IRON PIPE - W/DISC STAMPED L.S. 5871 PER P.M.19965 ENGINEERING DIVISION APPROVALS'''//////�� RECOMMENDED jQ(� APPROV7Z5AZ E7�/Y+..+.BY: A^•�1 � BY: MASIH MAHER GLENN PRUIM DATE: S126,111 DATE: 0-7 G SET 3/4"X 18" IRON PIPE W/DISC STAMPED "L.S. 7619" v' RET. WALL PER SDRSD C-3 i* LEGEND: 1. ANCHOR INTO WALL: SCREW EYE FOR MASONRY EXPANDABLE ANCHOR IN MASONRY 2. 13 GAUGE GALVANIZED WIRE. NUMBER AS REQUIRED TO COVER WALL J. FLEXIBLE TIE. TAPE SECURING VINE TO WIRE. 4. FINISH SURFACE NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS WALL SOFTENING DETAIL (VINE TYING) SCALE NONE LEGEND: 3.41' DIMENSION DENOTES ENCROACHMENT OF ROOF EAVES OVER THE SETBACK LIMITS *SETBACK NOTE FYSB HAS BEEN REDUCED BY 25Y OR LESS AS ALLOWED UNDER ORDINANCE 30.16.010.A.11.c LANDSCAPE LEGEND SYMBOL DESCRIPTION 6' HIGH WROUGHT IRON FENCE PER LANDSCAPE PLANS 6' MASONRY WALL PER LANDSCAPE PLANS ------ O- 6' HIGH WOOD FENCE PER LANDSCAPE PLANS 6' VINYL WALL PER LANDSCAPE PLANS RETAINING WALL (SPLIT FACE MASONRY BLOCK -RCP PADRE BROWN OR 0611111 16' WIDE DWY, TO BE PERMEABLE PAVERS OR OTHER DECORATIVE TREATMENT (NOT PLAIN ASPHALT OR CONCRET) CONSISTANT WITH BERRYMAN CANYON DESIGN GUIDELINES 4' WIDE D.G. WALKWAY, SEE LANDSCAPE PLANS FOR DETAILS 'a ;: E E E E f f E e BIORETENTION BASIN *SEE LANDSCAPE PLANS FOR FENCE AND WALL DETAILS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING & IMPROVEMENT PLAN FOR: VACANT LAND THE ENCLAVE II (PHASE III) BERRYMAN CANYON RD. PRECIS PLANNING CASE N0: 5GRADING 1 9DRPLAN /CDP DRAWING NO. 12335-G SHEET 8 OF 8 i