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2004-9055 G (Plans)OWNER IS TD OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS P1?10R TO WORKING IIV THE PUBLIC RIGHT OF WAY FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESP0NSI81L1TY OF THE OWNER TO KNOW WHERE HISIHER PROPERTY LINE IS. A?AINAGE NO TT NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONNED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTLITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GTNERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCAON, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTON 2. THE SOILS REPORT 77TLED "REPORT OF SUPPLEMEMENTAL GEOTECHNICAL INVES77G47701V- PREPARED BY CHRIS71AN WHEELER ENGINE&ING DATED JANUARY 10,2005 AND UPDATED BY GEOSOILS INC DATED DECEMBER 10, 201J, PR6VECTj 6502 A -SC SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT: 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR :EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTES DURING GRADING OPERATONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH` STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5°•30 P.M! AND 7,30 A.,61 NOR ON SATURDAYS, SUNDAYS AND C1TY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT • CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE: THE PRE-CONSTRUC7701V MEE77NG SHALL 8E SCHE7)ULED Will{ THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 277(i 10. PRIOR TO HAULING DIRT OR 00467RU0774N MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE: THE DLIAELOPER SHALL COMPLY W/THI ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN IS GRADED CEHRl7FICATION" SHALL BE PROVIDED STA77NG: "THE GRADING UNDER PERMIT NO.. 9055-0 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGA647URE OF THE CIVIL ENGINEER WHO CER77FIES SUCH GRADING OPERATION 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVA77ON PLACEMENT AND COMPACTON OF FILLS AND BACKRLLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPOR75 AS REQUIRED AND WILL DETERMINE THE - SUITABILITY OF ANY FILL M47FRI4L. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVA77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVARONS ARE ACCEPTABLE FOR 7H'E7R INTENDED USE. 13. 7HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT POND/NG OF WATEfi? HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS PERMANENT DRA// AGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLETS SHALL BE PREPARED TO SE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND ObUEC7701VABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND THE EXPOSED SOILS SHALL BE SCARIITED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONS IBILITY TO PLACE , SPREAD WA TER AND COMPACT M ACT THE FIL L IN STRI CT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE To PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION ALL STONES, ROOT' AND OTHER WASTE MATTER EXPOSED OR EXCAVA77ON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED 1111 ACCORDANCE WITH THE GRADING ORDINANCE: 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTONABLE MATERIAL SHALL 8E COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOC4770N OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S UR84N FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY; OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIRCALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE C17Y TREE DRIP LINE AREA (THIS AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC770N ON THE GROUND). IF A CITY TREE /S NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY 7REE, IT MUST NOT BE DISTURBED UNLESS THE PLAN iS REVISED TO ADDRESS THE TREE REMOVAL. 18. THESE PLANS ARE BASED ON NAVD88 DATUM, THE ASSOCIATED TENTATIVE MAP WAS 84SED ON THE 1929 BENCHMARK WHICH IS 2.1' BELOW THE NAV088 BENCHMARK. ALL ELEVATIONS HAVE BEEN ADJUSTED ACCORDINGLY i i i i� � • i � i PRIOR17Y STORMWATER TREATMENT AND HMP FACILITIES TO BE MAINTAINED BY HOA /HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE S70RMWA7ER TR97YtNT AND STOROWATER POLLUTION CONTROL FACIL/TIES" RECORDED ON AS DOC. 2t?I 5 -0g640 Lei 5 Underground Service Alert. ENCINITAS FIRE DEPARTMENT a CAR serQaa rm•ais REVIEWED BY: CALL TOLL FREE a �J 1-800 422-4333 WO WMW PAYS aeeM YOU me DATE. GRADING NOTES 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. HEISHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HEISHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIMIHER OR UNDER HISIHER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EM84NKMEN7S AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON TYE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE SEEN INSTALLED 3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE W11HI STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND OBJECTONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 1S TO BE PLACED LOOSE FILL AND ALLUVIAL SOILS SHALL 8E REMOVED TO SUITABLE R7RM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCAPIRED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL 8E THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATONS 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE S44007H SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EM84NKMZNT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL 8E COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF L004T70N OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 6. ENCROACHMENT INTO STEEP SLOPES (25Z OR GREATER) IS LIMITED TO 9 n OF 7HE STEEP SLOPE AREA. (SEE EWRONMENTAL OUAN77TIES AND NOTES NOTE NO 6) ENVIRONMENTAL OLIANTITIES AND NOTES 1) STEEPEST EXISTING NATURAL SLOPE ON-517F = 807, 2) MAXIMUM VERTICAL DEPTH OF CUT _ 5 1' 3) MAXIMUM VERTICAL DEPTH OF FILL = 3.0' 4) AVERAGE DEPTH OF CUT = 000 C. Y. x 27 92,580 SF 5) AVERAGE DEPTH OF FILL = 5, 0C10 C Y x 27 = 1. 4' 95,940 S.F. 6) ,STEEP SLOPE AREA (25X OR GREATER) = 75,820 SF GRADED PORTION = 7,333 SF. OR 9.7X 7) ALL BRUSHING, CLEARING, AND/OR GRADING OF NATIVE VEGETATION WILL BE RESTRICTED TO THE COASTAL CALIFFORMA GNATCATCHER NON -BREEDING SEASON (SEPTEM8ER 1 TO FEBRUARY 14) 8) PRIOR TO ANY CONSTRUCTION ACTIVITIES DURING THE GNATC4TCHER BREEDING SEASON (FEBRUARY 15 TO AUGUST J1, INCLUSIVE) A QUALIFIED BIOLOGIST SHALL SURVEY (NO GREATER THAN ONE WEEK PRIOR TO CONS7RUC770N) THE PRESERVED HABITAT AREAS ADJACENT TO THE PROJECT SITE TO DETERMINE IF ANY GNATCArCHER NESTS ARE WITHIN A DISTANCE POTENTIALLY AFFECTED BY NOISE FROM THE CONSTRUCTION ACTMT/ES; IF NO GNATCATCHERS ARE LOCATED, NO ADDITIONAL MEASURES ARE NECESSARY. HOWEVER, 1F NESTING GNATCATCHERS ARE OBSERVED, NO ACTIVITY SHALL OCCUR UNLESS MEASURES (e.g. NOISE BARRIERS) ARE IMPLEMENTED TO ENSURE THAT NOISE LEVELS W17HIIN OCCUPIED HABITAT DO NO EXCEED 60 d8AL 9) IF CONSTRUC7701V ACTIVITY OCCURS DURING THE RAPTOR BREEDING SEASON (FEBRUARY 15 THROUGH AUGUST 31), A OUALIFIED BIOLOGIST SHALL CONDUCT A PRE -CONSTRUCTION SURVEY OF THE SITE AND SURROUNDING HABITAT NO GREATER THAN ONE WEEK PRIOR TO CONSTRUCTION TO DETERMINE WHETHER THERE ARE AC77VE RAPTOR NESTS WITHIN THE SURVEYED AREAS. IF AN ACTIVE NEST IS OBSERVED, A BUFFER BETWEEN 50 AND 500 FEET SHALL BE ESTABLISHED BETWEEN THE CONSTRUCTTON AC77WRES AND THE NEST SO THAT THE NESTING ACTIVITIES ARE NOT INTERRUPTED. THE MINIMUM WIDTH OF THE BUFFER WILL BE DETERMINED 84SED ON THE SPECIES OBSERVED AND INPUT FROM THE PROJECT BIOLOGIST AND APPROVED BY THE PLANNING AND BUILDING DIRECTOR. A SURVEY REPORT, SUMMARIZING TN£ RESULTS AND CONCLUSIONS OF THE NES77NG SURVEY SHALL BE SUBMITTED TO THE PLANNING AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY NOTIFICA TIONS I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U77 1 L!T£S EXCEPT AS SHOWN ON THESE PLANS, HOWEVER.' THE CONTRACTOR IS REOUIREO TO TAKE DUE PRECAUT74NARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE: /T IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTLITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIRCA77ON AND LOCATION OF UTILITIES AND N077FICA77ON OF COMMENCEMENT' OF WORK° A. SE74'ERS - CSD - (760)-633-2770 8. GAS & ELEC7RIC - SDGE - (760)-438-6200 C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753-6466 D TELEPHONE" - SBC BELL - (760)-489-3411 E CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-22.33 Z CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE.' (760)-633-2770 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 5'OIL5 ENGINEER'S CERTIFICATE Ayt c s � I, OBERT G. CRISMAN, A REGISTERED GEOLOG67WN THE STATE" OF CALIFORNM, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY E�'�+i'c , �i!s,l-vcz�tvl3 pr«.f »7Go:►I ONE COMPLETE COPY OF THE SOILS t� `'. REPORT:COMPILED FROM THIS STUDY, WITH GArfiSCOMMENDALONS, HAS BEEN SUBMITTED TO s THE OFFICE OF THIE �`ITY ENGINEER. FURTHIERMORE,4'$Z" RfWEWED THHESE'.GRADING !-`� PLANS AND CER17FYpSTHAT THE RECOMMENDATON5 INCLUDED IN THE SO/LS REPORT FOR THIS `7 PROJECT HAVE BE}yEyN� INCORPORATED yINr +THE( GRADING PL ANS AND SPECIFICATIONS V "y "�� /"I V�rTI'�8' fy .�da 4. �,Y�im if �fid< i� o��rlq �Jdi.J 6Ji� L� YGFIiI �.I�APeil � 'F'R c®rj- F91.;'Vd dS FIRE DEPARWNT NOTES CONSTRUCTION MATERIALS' PRIOR TQ ,THE DE LIVERY OF 8UILDING CONSTTRUCTTON MATERIALS TO THE SITE ALL OF THE FOLLOWING COND/T70NS' SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT 1. ALL WET AND DRY UTLITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPE07NG DEPARTMENT OR AGENCY 2 AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES: J. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE; AND ACCEPTED BY THE FIRE DEPARTMENT' AND THE OLIVENHAIN WATER DISTRICT. 4. FIRE APPAARATUS ACCESS ROAD SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEATHER DRIVING CAPACITIES 5. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION SHALL BE A MINIMUM OF 24 FEET /N WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM FIRE CODE AND 7HE ENCINITAS FIRE DEPARTMENT. LEGAL DESCRIPTION (APNs: 262-080-19,21 AND 23) THE REAL PROPERTY IN THE CITY OF ENCINITAS, COUNTY OF SAN DI£60, STATE OF CALIFORNIA, DESCRIBED AS• THE EASTERLY 436.00 FEET OF THE WESTERLY 691.08 FEET OF THE SOUTHERLY 300.00 FEET OF THE NORTHERLY 720.00 FEET OF THE SOUTHEAST QUARTER OF THE NOR7HEAST QUARTER OF SECTION 23, TOWNSHIP 13 SOUTH RANGE 4 WEST; AS MORE FULLY DESCRIBED IN EXHIBIT "A" OF THE GRANT DEED RECORDED AS DOCUMENT NO. 2002-0537591 IN THE SAN DIEGO COUNTY RECORDER'S OFFICE ON JUNE 25, 2002. (APNs: 262-080-22 AND 24) THE REAL PROPERTY /N THE' CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS FULLY DESCRIBED IN EXHIBIT iA" OF THE GRANT DEED RECORDED AS DOCUMENT NO. 2001-0290369 IN THE SAN DIEGO COUNTY RECORDERS OFFICE ON MAY 8, 2001. ASSESSOR'S PARCEL NCOMBUS 262-080-15i21,22,23,24 SITE ADDRESS 1308 AND 1310 BERRYMAN CANYON RD. ENCINITAS CA, 92024 Oftf-R'S CRTIFICATT 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE AE'V£Lf pmENT S'ewriew ENCLAVE, LLC /30Z CAMINO QEL MAR, REL MAR, CA. 91.6/4 I_ 1"... 1. , i�h g�) 1 1 DATE .. �'• E THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEP7E0 STANDARDS AND PR4C77CES OF THE ENG1NEER5' TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR: REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER /S NOT A DETERMfNATTON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEOUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLATYS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM 7HE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER DATE rI. ; R1IL RCE No. 48529 REG; EXPIRES: 61JO12011� REC CONSULTANTS, INC. 2442 SECOND AVENUE SAN DIEGO, CA 92101 (619) 2.32-9200 % ' -raft:. - VISTA, CA `IZ,08 I 't e�Gt sIGNET� �g� P'DLL��'T SITE DAlE %. r t• ROBERT G. �QR MAN IMPERVIOUS AREA ' Civil EngineeringEnvironmen#al ae r+vow, u ,aceE ,ire. �g�T tm IMPERV/QUs AREA PRIOR TO CONSTRUCTION` O SOFT REG EXPIRES- .3 -sr - t6�; $ �a Cs VV% IMPERVIOUS AREA AFTER CONSTRUCTION 9 OW S0.17 2442 Second Averse GEOSOILS, INC. INCREASE IN IMPERVOUS AREA: 95,000 SOFT San Diego, CA 921101 5741 PALMER WAY, CARLS84D CA. 92011E Y 3o (619)232-9200 (61 M232-9210 Fox r t +,x , )1. (76D7)438-.3155 Q-- IMPERVIOUS AREA REPLACED.-0 SOFT , �- ' �eg.; L OI^iSi.l{tO iiiSInc. (WO. NO. 657J�iA-SC) ��,<,=a�c a W 3. PLANING & BUILDING DEPARTMENT PARKS AND RECREATION PUBLIC WORKS IOLIVENHAIN MUNICIPAL WATER DISTRICT REVIEWED BY: REVISIONS APPROVED DATE REFERENCES REVIEWED BY. D TE: DATE BENCHMARK OTY 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. E� : 3T52 DATUM: NAVD88 REVIEWED BY: D4ATE: DATE: SCALE PECIAL DISTRICT AS - HORIZONTAL AS SHOWN i, JON THAN RAAB YD N DATE VERTICAL AS SHOWN StPlVPi IV OWGi 4/12/21 STEVE NOWARK DATE REVIEWED BY: i ! DATE: PLAINS PREPARED UNDER SUPERVISIQN PF BRUCE A..'F2OBE flN DATE: !* i m---m R.C.E. NO. 48529 ENGINEER 1 � °"`• 2 EXP. 6-30 201 TENNIS CLUB DR1V£ INTERSTATE 5 *� in a s/3oft� jjjjjyk IA MANCHESTER AVENUE NO SCALE ENGINEERING DEPARTMENT APPROVALS RECOMMENDED APPROVED BY: .✓ d/ tle 8Y: MASIH MAHER GLENN PRUIM DATE ( I DATE: WORK TO 9E DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS., ,STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDI770N) 2 CALIFORNM DEPARTMENT OF TRANSPORT4770N, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, " (2012 01770N). 3 STATE OF CALIFORNIA STANDARD SPECIFICATIONS 2010 4. OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATERMAINS AND FACILITIES STANDARD DRAWINGS I.- COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-2012- 2. STATE OF CALIFORNM STANDARD PLANS-2ola J. OIAIENH41N MUNICIPAL WATER DISTRICT STANDARD DRAWINGS FOR THE CONSTRUCTION OF WATERM.AINS AND FACILITIES DESCRIPTION STD t WC EXIST WATER LINE EXIST SEWER LINE EXIST ELECTRICAL EXIST GAS MAIN EXIST STORM DRAIN EXIST CONTOURS PROPERTY LINE/ RIGHT -OF- WAY LINE PROPOSED CONTOURS GRADED SLOPES (2.1 MAX) PROPOSED SPOT ELEVATIONS LOT LINE DAYLIGHT LINE LIMITS OF GRADING RCP STORM DRNN (D-LOAD = 1350 MIN.) D-60 OR PVC STORM DRAIN 4' STORM DRAIN (FOR B(PS BASINS) TYPE 'F' CATCH BASIN 9-7 TYPE ;4-4* CLEANOUT 9--9 HEADWALL WING TYPE D-34 CONCRETE ENERGY DISSIPATER - D-41 RETAINING WALL (ALL WALLS MUST BE C 1, C-4, C-& SPLIT FACE MASONRY BLOCK -=RCP PADRE BROWN OR EQUIVALENT) 'TYPE 8' CONCRETE BROW DITCH MOD. D-75 BLADED SWALE ,MAINTENANCE ROAD (PERMEABLE TURFSTONE) SEE SHN, 3 RIP -RAP OVER FILTER BLANKET 810RETENTION BASIN FOR HOP - NOT TO BE MODIFIED WITHOUT CITY PERMIT I�YIPAVt w,rAZLTl,!I M_ 10 SYMBOL .._j.d--._.�._.Y...w.w„ +++.. ;t + fi + + + + + + + STEEPEST EXISTING NATURAL SLOPE ON -SITE = t H : f V MAXIMUM VERTICAL DEPTH OF CUT = 6LB' MAXIMUM VERTICAL DEPTH OF FILL = 4 4' CUT = 7,589 C.Y. FILL = 3,273 C. Y EXPORT = 4318 C.Y. REMEDIAL = 24,572 C Y (_iL--15' REMOVAL AND RECOMPAC77ON UNDER LOT/ST YEET) NPOCS STA TTMTNT,%SPECIAL NOTE• #DID NO. 93?C j 4a DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMEIVU FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY: IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVEN77ON PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACRVITIES, AND A COMPLETE AND ACCURATE NOTICE -OF -INTENT (N01) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE C17Y OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY POR77ON OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9055-G, AND BY SWRCB ORDER NO. R9 2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION 0 7 OF SWRCB ORDER No. R9-2009-0001. sail�L,7 r BY = DATE.- ppp,§,��/yy{�gSAy(��gJlgi�pt��ygt{�'S� ��$ JJpgs y@�,;�pq ,yyyv e�(p � `pygyppp,�� p OT.E�ARO! YPI3+., .S Bs'+ie'rio Effn i E, tU, 1302- CAMIM6 PE4 .(Ak, ROE MAP L .CA 9j91* . , CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: VACANT LAND THE ENCLAVE BERRYMAN'CANYON RD. TITLE SHEET PLANNING CASE NO- 01-239 TPM/TM/CDP/DR/MUP/MIN/EA, etc. DRAWING NO SHEET 'I OF 2S O m om wCQ C}3 L\2 CQ rU a z rl z � �p zW Q STORMWATER POLLUTION CONTROL NOT S CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEOUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT /S 1LLEG4L TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIRE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELSfPLATES. CONSTRUCTON VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EOUIPMENT MAINTENANCE ALL A64JOR REPAIRS SHALL BE MADE OFF-517F 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 EROSIONCONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CON57RLIC770N IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED ON -SITE CONSTRUCTION U47FRiAL 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 PROVDE SECONDARY CONTAINMENT FOR ALL FUEL STORE& ON-517E. ELIMINATE OR REDUCE POLLUTION OF STORMWATFR FROM STOCKPILES KEPT ON -SITE: STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER ST9RRWA7FR 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 CONSTRUCTON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY 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 WA57F AND UNUSED CONSTRUCTION MATERIALS. !DUMPING OF UNUSED OR WASTE PRODUCTS ON W GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYS7FM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERUS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECK0 FREQUENTLY FOR LEAKS. DUMP57FR LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL,' CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436-4151. i POLLUTANTS SHALL BE KEPT OFT" EXPOSE 9 SURFACES. PLACE TRASH 04NS AND RECYCLING RECEPTACLES AROUND THE SITE: i PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREOUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILET'S AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORA/ATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. AS-B,UiLT t�ve-, No-wak, 4 12 21 STEVE *,if,' ARK DATE Civil Engineering • Environmental 2442 Second .Avenue San Diego, CA 9210 I '5 ; M232-0200 (519)232-9213 _ ax C. Essf RCE - 48529 � �f 6/30/16 ctvtti p� o 0 CA � I E i 1 ,• , . �: € � REROVE EX. � i I~ ARN _ _ i APu POLE r OVERHEAD UTIL177ES-_ -> } ARN TO BE' REMOVED, 'APN O� I ' 2152-09 20 wry ,y ! , C t CC- 3 � 3 , APY 282-080-,t? i EI > 4 i I te ARW. . I 282.08fJ-ti" ' I , - i i i Eq LA I Shy " -T INDEX ` - A83REVIATIONS 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 SD STORM DRAIN SHT. SHEET &U.E. GENERAL U77LITY EASEMENT LOT AREA LOT NO, GROSS NET AREA Z 1MPERYIOUS AREA IMPERVIOUS AREA ASSUM66 1 12,841 4,944 SF 38.5Z ,806 SF 5JX 2 12275 4,ti1 4 SF 3 27.�' 06 SF ?d 53 3 13,264 5,186 SF 39.1,E 7, NO SF 5JZI 4 13,284 4,8488 SF 36.5Z 7, SF 5 5 12,022 4,112 SF 34.2Z 6,372 F 3% 6 11,458 4411 SF 38.5X 6,072 S 5JX 7 11,738 3,615 SF 30.8.E 6,221 SF)X 53X 8 10,469 4,167 SF 39.8,E 5,549 9 11,804 A,320 SF 36.6.E 6,256 AF rl 10 I3,575 4,086 SF JO.1Z _. 7, 1 gyt SF 5 11 15,838 4,941 SF 31.2Z 83 4 SF 53 12 120,784 0 SF OX 6 ,015 SF 53X 13 16,974 16,974 SF 100 SF 0r 14 1 32,046 16,4137 SF 51.2,1 112n,830 SF 65Z I SHEET I -- TITLE SHEET SHEET 2 - NOTES, DETAILS AND SEC77ONS 10' EASEMENT TO SDG&E SHEET 3-5 - I282 GRADING PLAN SHEETS PER DOS N0 88-264168,I APIV- 0,66Ii8 ' : i SHEET 7 - EiASINS DETAIL SHEET C' 6-3--1988 RE T„ SHEET 7-8 - PRIVATE STORM DRAIN PROFILES - 17 SHEET 9-12 EROSION CONTROL PLANS iI • . SHEET 13-22 - LANDSCAPE f IRRIGATION PLANS __TENNIS CLUB DRIVE SCAT i=. i = 1 VV EROSION CONTROL NOTC5 Q 50 100 200 300 ffcr 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN ELL/OT AT (760} 419-1091, 24 HOURS A DAY. YAP 2. EOUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES 2' WHEN RAIN IS IMMINENT. 0.5' PROPERTY J. DEITi'CES SHOWN ON PLANS. SHALL NOT BE MOVED OR MODIFIED W17HOUT THE APPROVAL OF THE ENGINEERING FINISHED GRADE INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF 7HIE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. GRASS' LINED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL . EROSION CONTROL MEASURES AS MAY BE REOUIRED BY THE 017Y DRAINAGE SWALE ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT .ARE UNSAFE OR ARE POTENTIALLY UNSAFE: 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED TYPICAL SECTION A -A HEREON. SLOPE DETAIL AT LOT LINE NO SCALE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 771E FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PRO7 C77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION SWAMP AMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE ,AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE C17Y 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPf/MP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEOUA7F GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPAIMP FACILITY ANDfOR THE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM., THE DftN DISCHARGES TO AN ADEQUA7F IMP18UP 5. DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMPISMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM. THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE /MP/BMP. & ALL STORMWATFR IMPf$MP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADIMONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REUSED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE F77TED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER 77IE 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 BERM ALLOW ROLLING OF THE URPSTER 1N AN OUT. THE TRASH ENCLOSURE AREA. THE BE CAN BE CONSTRUCTED WIDE AND FLAT TO A E D L7 ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SHED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A C/7Y-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEA, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THI15 STRUCTURE. LINE VARIES 2' TO 4' 2.r 1 MAX PROPERTY LINE EXISTING SLOPE i ENCLAVE COURT ROLLED CURB & GUTTER 10.0' WIDE PUBLIC STORM DRAIN EASEMENT PER MAP 5' I I VAR. CONC. DRAINAGE DITCH--` PER RSD 9-75 TYPE D 3'wln6 x 6mD' talyL�t TYPICAL SECTION B-B SLOPE DETAIL LOTS 5 & 12 NO SCALE LECTION C-C 7.5' 1 TYPICAL DRIVEWAY SECTION ACROSS SWALE NO SCALE on DECORATIVE RET WALL PER RSD C- FINISHED GRADE PL EX. 40' PUBLIC ROAD AND UTILITY EASEMENT EASEMENT 20' I 20' 24' 2' 12' 12' 2' -•^>i i�P., „tea :�2 i-- \ EX. 6" CURB AND ' EX. 6' CURB AND GUTTER 36 RCP GUTTER ' SD 8' PVC P*A TEP SEWER 5.5' 5.5' 0 SECTION. TENNIS CLUE DRIVE STA J+23. 68 STA 5f 10 TRAFFIC INDEX-. 6. (} NO SCALE R VARIABLE WIDTH ROAD & UTILITY EASEMENT REC. 6-1-62 FILE NO. 94045 Q.R. 27' 27' VARIES VARIES 22' TO 29' 24' CURBLINE TO CURBLINE 1' TO 8' 3.5' ? 2' VARIES 25 � 6, 7, 2X 4' AC(MIN.) OVER-) ~ 6' BASE (MIN.} B10RETENTION!!� FLUSH AC:C. CURB 6' CURB AND GUTTER L' ROADWAY 5 5' 5.5' 0 NOTE' \ i 2 ' t7V DECORATIVE RETAINING WALLS TO BE t i' i-srTER SPLIT MASONRY BLOCK -PADRE BROWN OR i 6' R , EOUIVALENT. , SECTION.• ;BERRYMAN CANYON RD. STA 1 f8D.± - STA 5+ 12-1- TRAFFIC INDEX.' 6.0 NO SCALE RI'W VARIABLE WIDTH ROAD & UTILITY EASEMENT R11W REC. 6-1-62 FILE NO, 94045 Q.R. 27' 27' VARIES VARIES 22' 70 29' 24' CURBLINE TO CURBLINE I' TO 8' I 2' CIA 2• f 29 i 6' ROLLED CURB AND GUTTER f 4 AC(RIN.} OVER 6' B4SE (M/N) FLUSH P.C.C. CURB 4' BASE (MIAs) ROADWAY 6 X 16' E i 32 FvL r .y ' 6 .fi n s, .. lA SECTION., BEIRRYIMAAN CANYON RD. STA 5-1-121- - STA 9*49.t TRAFFIC INDEX.' 6.0 NO SCALE 47' OMWD WATER EASEMENT , 24' -32' PUBLIC EASEMENT FOR P5M7E STREET & GENERAL UTILITIES 75' 12' VARIES 12' TO 20' 75' G.U.E. & PRIVATE GLEE & PRNATE 9RNN4GF EASEMENT Z D7iOWGE E456 EA+T PER M4P ' W FER Ms ' PUBLIC � � L# OR 8 � F�fBLIC ,� t?i PARKING LANE AT y 2X 2z 32 WIL1TH r 4' AC(RN) OVER 6' ROLLED CURB AND 6' BASE (MIN.) 6' ROLLED CURB AND GUTTER "2' PVC GUTTER rs4 � f li tr,u SEMER p 1n C1, %`Af ' SECTION: PRIVATE ENCLAVE COURT STA 1*50 STA 6* 0C TRAFf IG' INDEX- 6.0 NO SCALE MIRA c REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 6 AS -BUILT S2N 12 2 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. NA 88 HORIZONTAL AS SHOWN VERTICAL AS SHOWN CITY Oi 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 PLANS PREPARED UNDER SUPERVISION OF DATE: S fA�4 BRUCE A. SON R.C.E. NO. 48529 ENGINEER 6-30-2016 RECOMMENDED APPROVED By. • /� By / MASIH MAKER GLENN PRUIM GATE;' ! DATE: '�-� f GRADING PLAN FOR: VACANT LAND THE ENCLAVE BERRYMAN CANYON RD. ! t(O TE 3 DETAILS SECTIONS NOTES, PLANNING CASE NO: (}(-23TPM TM CDP fDR fMUP MiN EiA, etc. f ! ! t / 9055 - G SHEET 2 OF 22 a DRAINAGE SWALE; BUILDING HEISHTS OF FUTURE S7RUCRARES CONSTRUCTED ON 2.1E EXISTING' GROUND TYf _ t 2 t26 48�SD LATE 2 R N� _ RAl3E/�PAD N iPCCORl7,4N EACH LOT SHALL BE MEASURED f" THE WERE f1 NATURAL A.PJV 2g 080-2 ,t ENCINITAS MUNICIPAL CODE zz__z Z; : VAR. VAR. 0 1.5 APN 2,62- 080-0 3!I 16 fJl t OF THE Cl7Y OF v Ci TYPE F C.B. PER R$'D D-7 _.... . ........._ EXISTING DITCH l a COAL BROWDITCH PER - EXIS7 POWER POLE z M,, ' ht. - D SD D PE B 2t4 4 RI 2132 FL a a NORTH SIDE �Q �o s I /� `�' ` IN PIA ^ ' MAIN DPE/VfNG RE PLACE,, r n ,, "<-++...._- t 92t.08 N88 ..,._.__ J _.--__., _. TO 118 MIN. x 2 STEEL STRAP WITH 318 BOLT 56"iiY NO E 1D5. : 8C! .00, ; n _ _ 9 DEBRIS CAGE DETAIL:"•._. --l..� :...� �//7n •y; ,.., ,,<v. \.. ". •., '. ';. '.�'-'��, + .. :.- •mow i`+!-1D4.OD .2 . , .. ,. ,.. ~ 21t1.5 FL :. , . s. � ,. ,. ., . _.. .....,. ` fp�IJQ . DEBRIS CAGE SEE DETAIL ABOVE l il) fi , , �. _ N t _..... _. : p -1�r- & ANTE VORTEX PLATE ., ., • �-...�_ .. ....-",.•.. , �. B I : 771 • ,s ,R; i /.Yi' • BUILDING ENVELOPE (TYP) _.. '- - ,.. • i 1. , _ ,. WIER EL 21315 < ;.. , ' r' c NG d BUILDING ENVELOPE TYf' =� 6 r..a • ter: 24 RCP j x .' J 10.f O W7 _.. -_._. _. _ _' $ DE PUBLIC BUILDING. ENVELOPE STORM D -..... ..�... � .. "n�3�~ �i J/ F � �ii.. •"f 1 . 1 <" tJti ii'�' .RAIN EASEMENT .DIRT ROAD e r 21CJ 11 f (. f ,^/+ PER j€j a FCr, ill14H Z ! 1 i{•� :°,.. °.,i' \ # M Scl ,jj/ t O• .,e,. .. i,. ., 18" LV 4, 12 GA. CMP 14 t ry 21Q.71 FL et 10. D 10. 0 , 3 z G O,�-� I ` SD LINE 2 - 1v.v 1f% i P2 PVC ®12.1 ?<J_3.3f ', r>' Jj �,'' ' . • j£ 211.0 FL • r .SEE 5'I-IFFY 7 C 7 /�, ' fii', •` f . • ``r ,. ! J' '� ', t ::-'fy^ tiiJ/Yti LUG F-LR j`' • J i 1'2V.4/, 1Lf LT .' '• : i fl .,. - CL ; s 1 ! e RSD D 63 (SIMILAR) r 10.0, / E .. SU110INGYENVELOPf r 16 DRIVEWAY tj' p _ / �•_ ? t . ' 3!31fi fl' 25.0 , fi, ? .,. '`V Q _>J•xCs,,/ �� x \`Y .. r' \ if +'3 = 1 � �` ;i•'• � ?� r . „ ('� F j - 1899 CMP RISER DETAIL WEST OF LOT fi 1 +03.8 ,5�7 a WATER AND CDR �fWAY S + ; i �' � ~ �,. � `1I +� i F ~� • � ♦ V[((5` t , /,`'�(� /�"'},{ V1.717Y�!7 � C) V ; "'� _• � •\,�'; ` /' f o I / •' (/VEMEN •i;F w �:,• '•' V f PER (��L `� g o° � DWG too 9055-I � �`� �-- , FUEL 1lil DIFCATIflN BONE --z= / �� -- �,�► a o 16 DRIVEWAY -- s ` , �� 1 -. <h-•"'r:-.:�-�•p-. ✓ -- .'� , 4�." �S • _ r 211.5 FL 3 RADIUS- i g _ ry U Cl x gyp CURB 't F Y•, I ' : i / ' ROLLED SYVR27 l w 1+14.55 SD LINE 2 3 Q �'! ` 16 DRIWWY C� a§ h! fi r PER 9055-I ,�'� p. : 9 QG �� r� tc 7 FN flNN.Ri lND FT# � r, a $ �' _ 2s.73 -r -r 1 y - �,' 2� 19.05-SD LINE 1= ..3�pD `, �"3• S , r _ S : j': t+O1100NSD LINE 2 ; 5 7Q.23 ---515.87' :"H 'Z .G6' 1 r V 04 Cis I `" 7 , tr tr l' \ a �� C7 �5.. 3• .iT. 1' `:: 't , . . i -. ..• ?�''4,','.,,,.. 'S <` CL TYPE A-4 CO. ' �- :..•, f + + + � 6.1% C,� - ,, --- ------ - 69.93z- .,. _ ! -�_ PER RSD D-1 t U 1 �'' •"''�, '�-__,,...� _- .. _ -_P�•l 1�+�'6 ` � Q � _ � f•G#i� -" -�` O- `� -•�� ""•'_' --rr ._:_.- _<.••- i � � , r .•C� ' s, t 1 91.41 SD LINE 1 ' �- �, ' o o- 14 = _ -- - 7Ic PT Xt C.ry m ry ' © a �. € �' L') 1r'' !' r' ::` •, .+,`L f ca 20' .. � ' �� t 3 PERFORATE �' :��.. o� = O "- c� i'-� - G 1 s'� t t' 4 28 77 S 61 'ir _ _ m `L t !'L 2' •`, �ii .. Q. .- .•C\ i " i>} .` t i;• �S\...,) �t.' 'f'•" •� t /( ^ PI✓. ; 'C� "\ I�`t�C3 . �..: --S+ CJ e'X Q r r- NO y ;'`'j ; . \ h _. "./�'�.. j/�j(II f/(j�,f NOTE' it i i s O t2.9(i - �� l._. �V V / / j ]'' 1/ / LIMITS of GRADING SHALL BF DEMARCATED/STAKED SD LINE ,1 I \ �' "26.55.:=:.-._ . s?22' - - - -_�'r IN THE FIELD AND A TEMPORARY FENCE ERECTED f: T % :] - '~ 1 j n 41.35' r l SLE . Hff_T % �c' ,V o ,O t" ---- tv t6' DRIb/fW�A}' ALONG THE DEMARCA77ON. A CER77RC477ON OF / COMPLETION OF THE SITE GRADING DELINEATION .` > `( '+ s 16' DRIVEWAY ,��` N �? F` `'� O 8 `"-"`" / SHALL BE SUBMITTED TO THE SATISFACTION OF THE �`� r 0� r € ` 4 4 •; -�• N � � � -- i ti 16 DRIVEWAY c' fl LA IIG AND BUILDING DIRECTOR PRIOR TO ANY '` ��' • ' p' t6 L>RIVfWAY .. i` z 16 DRIVEWAY < 12 MAINTENANCE RLt � � VEGETA77ON AND/OR EARTHWORK/'; *,,' + +: (PERMEABLE TURF STONE o- o __ e --'- --: [` -- - -- -_ - -- - GRADING AC77V/lY. NO GRADING, REi1lEDIAL EARTHWORK E' `�, . -, , ,f ^ ` 4' o C F 1 VJ „- 1. fl , ','' BUILDING 'SETBACK Oyp) OR CLEARING SHALL EXTEND BEYOND THE DEAfiAI?CATED 2>�5 0 f-L o 3 . ti. r 0 f 0. D - LIMITS (TYPICAL THROUGHOUT PROJECT). "�---� +, : Q D, 2 �+ ':. fA &#LD/NG ELOPE (DP) Ia s� 1(} Q :.. ? �' p `�' ;-- :: # BUILDING ENVELOPE (TYP) + fi-' fJ f J`/ fi,• .�� . . !� } 1 .67 SD LINE '' •'i' i .-�'. • S II !) •},: / `:� ,-t xt: f ;i .�.sp , 2� 180 CMP RISER `'` -v,C /ilE DETAIL, 77 /w7 SHEET •1+w r.. "r \ \. `N ' • . S. F ( O >q'�f' ` . t I AQ , �. 213.15 TOP V F R n ti/ r ..,. , ,'J` • 210.15 Ft , � ,. „ .. i4 ° ,/ ^•w; . j t. s•'r•,�y \ W 2131,; iW h m 1 j1 1( p � I ,' �,Y•�1' AS �` � � •fi f N•` 1 A . f , • ✓ -wry , J: : '�� ' __.. ._ .._ �,. z_•.M �, 4, BUILDING SLOPE ^ P f a J s l7YlI0M EIYYLii/r'G (T7 P)- s H ., .-- ....ter PRlV TE DRAINA � ,r3 - E4s N WNG !ffE , -_. 1....... PER RSD D-34 fi .. ,n .. 0*1000 - ... _. _ ._ .. . .. - • .. 86 ,.. it 20 103.51i i 4 TON RIP.7) RAP - �1 -: .. i ,. ... 'OVER AL.TER BLANKET PER .. . • �. r• _ _ .,.... _... _ '`w 4�� , _.._,... SOILS ENG. REG:.._ . _,..._.. __..-. , ;, \: ..., ~-' .. ... �'� `N�` •f � - W . PERMd4NENT OPEN SPACE FENCE •_.. -..-" ' � ' SEE LANDSCAPE PLANS, SHY. 17 ,. 0 ....... - < EL. �f�}D 1G�! TIt�N ZONE r. CONSTRUCTION NOTES: _... -.. _... ,. ~_y - 1 4 PERF. PIPE - 2 - . L78 N88'S8'S6'�i� "' ,- y . ` .. '" . „ � ,.,., ` !," �-�-�--- �- '�' •2 0 _..._ 6 PRlVAIF DRAIIV,QGE EASEMENT, PE7'� F/A44L MAP _,...' ....:....-.. __.... ,.. ``.,. ,�, . ;.., .,:-- ._�... ._.,._„..» __._.�_ " -_._. ,_ in `>' '-` :M•�•- .�» �" ... DECORATIVE RET WALL, PER RSD C-6. DECORATIVE RETAINING - - ` -- �� G �J��I�� . _............ WALL 70 BE SPLIT FACE MASONRY &OCK-PADRE BROWN OR 4 EQUIVALENT (7YP� WALL DRAIN Tv BE CONNECTED TO BROW STORM DRAIN DATA DITCH. ,. � t�. ~,. '••.��'1�! .��.�-"'-�� - r 4.5 FL S kD BI0RE7ENT70N BASIN TO BE MAINTAINED BY HOAR I45N, .1 POWER POLE AND GUY ANCHORS TO BE REMOLD BY OTHERS f/ �? Q 47' OMWD WATER EASEMENT, REC APRIL 1$, 2014 DOG. Np 2D 14-0154I71� ` Q 7.5' GENERAL V7XITY & PRIVATE DRAINAGE EASEMENT PER MAP - a 24 -32 PUBLIC EASEMENT FOR PRIMTE S77?EET PER MAP I�0 DECORA7TY£ RET. WALL, PER RSD 0- 1. D£CORA.77W RETAINING WALL TO BE SPLIT FACE MASONRY BLOCK -PADRE BROWN OR EQUIVALENT (7�R) Essl 0< 70AG :OI�fRHFAD EZECTRIC LINE TO BE RELOCATED BY OTHERS ` p.• 777 �P Civil Engineering • Environmental IM - 2442 Second Avenue San Diego, CA 92101 (619)232-9200 (619)232-9210 Fax 24 14 REBAKS SPACED EVENLY WELDED EXISTING . TRLT NOTE ; ' PORTION OF EXISTING REFER TO LANDSCAPE PLANS FOR EXISTING TREES ROAD & U77LITY ESMT TO, REMAIN'AND EX1577NG TREES TO BE RELOCATE"D,r'r TO BE QUITCLAIMED, ,< TOP SOIL IN OPENINGS REMOVED ; _ FILL 1/2 BELOW SURFACE DYV CV t 4-•01i553 _f:. REC. 0211012014 r r'' tvll i�.i 12' 6' 6' r-GRASS SEED CONC, GRID PAVER - MIN - MIRA MESH OR 3 118' MIN_ THICKNESS GRAVEL LASE EQUIVALENT (BASALITE PERMEABLE 3" PERFORATE TURFSTONE OR EQUAL) PVC PIPE 5SCT%01V C-C NO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N. s 2N 12 2 CITY OF ENCINITAS ENC-38 AS:-LU LT PLANS PREPARED UNDER SUPERVI ION QE RECOMMENDED APPROVED GRADING PLAN FOR: VACANT LAND 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL 1"=20' , . CURB INLET ON THE EAST SIDE OF MANCHESTER 'L `'� � ( ., GRADING THE ENCLAVE {� {� AVE. 0.1 MILE SOUTH OF INTERSECTION WITH a=0•' A AN RA D R DEE DATE BRUCE A S(3N. DATE: Zs j BY: vjA_ , �i 0 5 5 -` t4,.T 8Y: BERRYMAN CANYON RD. EL CAMINO REAL. VERTICAL N/A R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM l3 R A d N PLAN Steve, Nowak 4/12/21 ENGINEER EL: 37.52 DATUM: NAVQ88 ST` E= 40WARK DATE EXP, 6-30-2016 DATE: Ct DATE: L/ /3 PLANNING CASE NO: 01-239 TPM/TM/CDP/DR/MUP/MIN/EIA, etc. SHEET 3 OR 22 y TO 1 112" DATA `=i�;-�- t ,� =� �' BEDDING SAND �-M SCALE: 1 "= 20' - ConsUIt[1 ts' Inc' * BEVELED DEFLECTIONS REQUIRED O i0: 20 40 CIA NO. DELTA BEARING RADIUS DISTANCE TYPE REMARKS 1 - N 06'54'23" E - 15.10' 24" RCP (1350-D) PUBLIC 2 26'01'17" - 45.00' 20.44' 24" RCP (1350-D) * PUBLIC 3 - N 3755'40" E - 55.88' 24" RCP(1350-D) PUBLIC 4 2"732'09" - 45.00, 21.63' 24" RCP (1350-D) * PUBLIC 5 26 26' 14" - 45,00' 19.98' 24" RCP 1350-D) * PUBLIC 6 - N 88`59'12" W - 30,97' 24" RCP . 1350-0 PUBLIC 7 - N 83'07'02" W - 24.15' 24" RCP 1350-D PUBLIC 8 3'2922" - 350.00' 21.32' 24" RCP 1350-D) PUBLIC 9 - N 86'36'2e W - 146AS 24" RCP 1350-D) PUBLIC 10 14'S8'57" - 493.00' 128.92' 24" RCP (1350-D) PUBLIC 11 - N 78'10'43" E - 29.73' 24" RCP (1350-D) PUBLIC 12 12'2741" - 307.00' 66.77' 24" RCP (1350-D) * PUBLIC 13 15'58'50" - 45,00' 1 12.55' 18" RCP (1350-D) * PUBLIC 14 - N 01.00'48" E - 110.68' 18" RCP (1350-D PUBLIC L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 I - N 01'00'48" E - 10.00' q ENCLAVE COURT 2 - N 8636'24" W - 148.56' (t ENCLAVE COURT 3 1512'53" - 500.00' 132.77' q ENCLAVE COURT 4 - N 7810'43" E - 29.73' 9 ENCLAVE COURT 5 1750'05" - 300,00' 1 67.20' C ENCLAVE COURT V . 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T5'• ` A ± e€ ' _" ' :` 8+51. 42 BERRYARN CiINYON RD= 4 :. - UNDERDRAIN 12 DEPTH OF .. ' &+00,00 ENCLAVE COURT �4 " CONNECRON CLASS 11 PERM � .40 FL � o o r 168.61 FS 4" PERF. PVC 0.35 �i•. o f j € p I r ROCK AROUND `..,r"'-• dos �,�. � •� \ `� 1 � ` { '; -�. �. � ,, . 24 PVC ' 16' DRIt/EWAY 10 �: i. i t # WATER CASEMENT PER DOC' Y•_ » - 1' CLEARANCE FLOW ? No 2014-0183512 REC. _._� » » ------ .. YEft`AY { :1` t ., .,t ... s MAY 06 2014 �_ , BUKDING ENVELOPE J (lYP)€ I ; € 8+06.16 OUTFALL PIPE 5+79.02 CL TYPE A-4 I I t �9 ; ' CO. ' t SURVEY A�oNUAnrr ! �ij i:; I I PER RSD D-9 PER M 10 STORM DRAIN DATA emP. 2 OUTLET STRUCTURE DETAIL L f s r J`. I'�` c) , ._.ii ' 7I. TJ4 r P FA-%Wff fw ~7r NOT£ S7MI REr, AWCN 4, 2014, ma., BMP TO BUILT PER TYPICAL B/ORETENAON ADO. 2©14-&T16Pl�2'�.- �77` DETAtL NO TES ON SHEET C SEE SHEET S FOR . • i i ; . • ! € = 1"i qq j�` :'"• f'�, sf' 1 = ,.� , BMP BASIN DETAILS. o �' :I. I EXISTING ROAD EASEMENT ` f C 2(J 0. �. =PER DOC 161482 , ' �. ; _ ��^�p�/�y ; 3 = I. ,1.:I _: SATED SEPr 19 1962,�...!:• € JGfiiA•1L/1N•.x .....# . Pf IMPR t , OV£MENT AND ACCESS Ilk s 1 r3 #I 165 9I _ EASEMENT AGREEMENT REC. DEC. 3, NO. DELTA BEARING RADIUS DISTANCE TYPE REMARKS 1 - N 7.31'40" W - 65.74' 36" RCP (1350-D) PUBLIC 2 8'39'44" -ry 200.00' 229.30' 36" RCP1350-D � PUBLIC 3 - N V52'29" E 59.02' 36" RCP (1350-D) PUBLIC 4 - N 0'52'29" E - 47,76' 36" RCP 1350-D PUBLIC 5 - N 643.33" W - 101.03, 24" RCP (USO-D) PRIVATE 6 N 88'59'12" W - 91,03' 24" RCP (1350-D) PU6tiC 7 - N 8728*20' E - 18.98' 18" RCP 1350-D) ** PUBLIC 8 - N 6T24'05" W - 34.92' 18" PVC PRIVATE 9 - N 7T21'38" W - 3.56 18" PVC PRIVATE 10 - N 9900'00" E - 19.47' 18" PVC PRIVATE 2012 AS DOC, NO. 2012-0756487. ? BEVELED DEFLECTIONS RE4UIRELJ &XLNNG E (TYP) SEE 1 P � ` **SEE PROfLE THIS SHEET 72. BVC __ °a ' � � � � � DATA f2.(?tt' 3; t ? 5 . ] 7+14384 ' , €, CL TYPE A-4' C.O. 4 ` PER RSD D-9 'c �J !" � ,� i•! � ) x � € j t $j � ; 1�`}i ?l s i� f, 1 � __.__..,3 •y. S� .r K«.- ...,. _. i � �+f �1�..'t--^+.�-/J�Jf - } • 1 � �t }St] � i �� ; % a -� ;i^ 1 f`_ tr � � t t� L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 12'50'05' - 300>00' 67.20' I ENCLAVE COURT 2 - N 88'59'12" W - 95.04, ; ENCLAVE COURT 3 - N T31'43" W - 65.74' q BERRYMAN CANYON ROAD 4 8723'40" - 200.00' 2�y9.3+�0' Ck BERRYMAN CANYON ROAD 5 - N 952'29" E - 106.25' q BERRYMAN CANYON ,ON ROAD 6 - N 0'52'29" E - 151.80, � BERRYMAN CANYON ROAD C3 I O i ; t ; '' `; �.� _ ? € L r„> ' ' t• PROPERTY LINE • FUEL MODIFICATION ZONE # � ` � � i \ Y € �, I ' � v . .�,: :.__ _. » _........_..__.....___._-__.... „»,�J i 4;i i `" r j, _' it € . t' ai. € SEWER W�, i.i CONSTRUCTION NOTES: L; -.' # ROAD IMPROVEMENTS PER : ": " s t 170.2 .lW DWG• NO 9055-1 _... ..__ � Q 4 f�ERF. PIPE (TYP) 188.,5 BW i 1673 TW ' ' €' I i - _. _m..» :�. S, PR 2 1S%5 TF 163.0 BWti...„ m Y N..._' IRATE DRAINAGE EAS£�d1EN7; PER F1NAL A1AP w 1620 TT i >E-E- ' } B� ad' 6f68.83 A �lU6� �� (3 D WAu, PER RSD c-s DECORATI RETAINING �i ' _kA'.i6p lAed'n,•0.`E.\ xiE ._. .. - 1 I s sCO _ NC LUG Ct ECORATlVE RET WALL TO 8E SPLIT FACE MASONRY BLOCK --PADRE BROWN OR 921.08 N 6+69.02 10,22 LT P SD D- _ ` II 3 ' �``"" " » , EQUIVALENT (TYP) WALL DRAIN 727 BE CONNECTED TO BROW 88'S8561W t >1PER 6 DI _]], tVta CL TYPE 'F' CH. K:,ea:.M,t P.sFS.ivpEc]: :utSE + BIOIc'ETENTION BASIN TO BE MAINTAINED BY HOA - ,�fli' PER RSD 1?77 A S:E4£viN'ARX Rt•E r' '- l '�� 167 0 RIM, . 165.8 FL ., I r Kw� � i 1 0J : '. OPENING ON SOUBY & ,;O{± ]�IL: 2J.i ,'1�tF}=') = f �:�WEST SIDES. f s ; t 1 , f! (g) PowrR POLE AND GUY ANCHORS TO BE REMOVED BY OTHER, �< MI Engineering • Envirotental Qgp1 ESS1 a 7 4 , APRIL gs, .za14 _ q,. Q T OMWD WATER EASEMENT REC._-_ _- DOC Na 2a14-ar54st SEE SHEET 5 8) 7,5' GENERAL URUTY & PRIMATE DRAINAGE LASEM XT PER A�IP 2442 Second Avenue " � •'� °�� 24'-32' PUBLIC EASEMENT FOR PRIVATE STREET PER MAP San Diego, CA 92101 ICE - 49528 g .€ � (C19)232--920C (fi19)232-9213 Fox �k EXP6/30/16 * a :�� - �#�€1 �"'� EXISTING TREE NOTE• i'J OL"CORATTVE RET WALL, PER RSD C-1• DECORATIVE RETAINING €: orts�iitunl s, Inc. `J9 Cty1;. REFER TO LANDSCAPE PLANS FOR EXISTING TREES WALL TO BE SPLIT FACE MASONRY BLOCK -PADRE BROWN OR SCALE: 1 "= 20' �`fIf 14Q4 TO REMAIN AND EXISTING rREES TO BE RELOCATED,/ EQUIVALENT (TYP). CAl _T REMOVED 1 i EXtSiTNG OVERHEAD ELECTRIC LINE TO BE RELOCATED 8Y OTHERS 0 10 20 40 60 REVISIONS APPROVED DATEREFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. 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PIPE -�� t' 3€ ' X. E! I € SEE 5461-6 (D 4" PER PIPE (TYP) I l f 6 PRIVATE OR,AfNAGE EASEMENT; PER FINAL ,4fiAf' DECORArlw An 1'YALL, PER RSD 'C-6. DECQRATw RETAINING WALL TO BE SPLIT FACE MASONRY BLOCK -PADRE BROWN OR -, EXIST 40' ROAD & PI& IC EQUIVALENT (TYP.). WALL DRAIN rO` BE CONNECTED To BROW ( UTIL I TY EASOAENT '` DMCH. I I •� PER FILE A 1. 198240 (�) BIoRETENTfoN BASIN To 8E MAINTAIA(w BY How - ,. E € `•\ REC 10 4,60 L/C DELTA BEARING RADIUS DISTANCE REMARKS 1 - N89'09'05"W - 415.22' TENNIS CLUB DRIVE 2 N0940'20"E - 389♦55' CL BERRYMAN CANYON ROAD 3 03'4128"::.: - 200.00' 12.89' CL BERRYMAN CANYON ROAD 4 N04'21'48"E - 60.66, Ck BERRYMAN CANYON ROAD 5 11'53'28" . - 400.00' 83f02' (. BERRYMAN CANYON ROAD NO. 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( I DECORATIVE RETf WALL, PER RSO C-1• DECORAT7I/E RETAINING ESMT ROAD EASEMENT EXIST. GROUND DEC(JRATf E RETAINING WALL WALL To BE SPLIT FACE MASONRY BLOCK -PADRE BROWN OR 1 ` EQUIVALENT (TYP). !rf 35R TW PER FLAN 54.011 TlY PER PL4IV 55Q EShfr PER X 267' EXISTING OVERHEAD ELECTRIC LINE TO BE RELOCATED BY OTHERS , = fz EXIST. GROUND �� MINI 0.67' (D P£ AIRING C 6L AfORTAR CAP T �'l BE FOfi'lE!) SEE BIORETENT16N y 2'r2' GRATE ' `� 19.65' ,,, P 4.50' SO THAT TOP OF WALL IS OUTLET LUETAfL !AV SEE SKEET 6 FOR BROOKS BOX SEE SHEET 6 FOR TC 1, FOG 6" A60W TOP OF CURB FENCE DETAIL �� "' '' EXIST. LINED 12.00 12.OQ 2.00 . , RETAINING WALL Y I FOC F , ShfFT 6. FENCE DETAIL 151.90 TG PER RSD C-6 i I o ( r • ; T' 2.5' T' 25 ::.>. `_ . 5 -7' 2.00' 12.00' 2.00' DITCH ._? 0.5' EXIST: LINED <?f 3. .1 DITCH 11 + iw PER PLAN TV PER PLAN "` 2.5 - ' ,� 2Z fW PER PLAN 151. 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DETAIL N ( 4" QR ESS/� "' `�' PIPE (TYP) TYPE 'G' CLY7g '& / C D 2x6GROUTED 4 t __ _ e� �� IXJT7E"R PER RSIJ G 2 / 1 rngineering•Envlronmlental°I �fCt- AAA - _ r sand Avenue �i k , i a. _ - . r / B£RRYMAIV CANYORI aW ROAN. i, CA 92101 * * ? ' .: 232-9200 (619)232-9210 Fox sue. C}Yt�► ��*:r '-- ,f-,`- •' •- -�-- _ _ _ Consultants, Inc. 4F CAt� �� +�. �� ^P 143.55 FLE SIFT 8 Ff.B'v' BMP BASIN 4 DETAIL E STORM t�4AIN PAtTILE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS C 1 TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. AS -BUILT SRN 12 2 CITY OF ENCINITAS ENC-38 A&B ILT PLANS PREPARE Q UNDER SUPERVISI N F RECOMMENDED APPROVED GRADING PLAN FOR: VACANT LAND THE ENCLAVE + CUR BRASS DISC IN EA CORNER OF DRAINAGE HORIZONTAL AS SHOWN `' c12j DATE: �� J �� BERRYMAN CANYON RD. 9 0 5 5 - G CURB INLET ON THE EAST SIDE OF MRNCHESTER N §A a RA4 Ef TE BRUGE A. TSON BY: _-- BY: / tc- AVE. MI MILE L. of INTERSECTION NTH .t GRADING PLAN EL CAMINO REAL. VERTICAL AS SHOWN StP.v� Nawakf 4/12/21 ..,.,-.�--•-- R.C.E. NO. 48529 MASH MAHER GLENN PRUlM :STEx:ENOWARK I�AT� ENGINEER ExP, s-3o-ions DATE: t � DATE: 2� 5WORK PROJECT NO. 01-239 TPM/TM/CDP/DR/MUP/MIN/EIA, etc. SHEET 5 OF 22 EL., 37.52 DATUM: NAW6Q z Lf`x LEGEND - ❑j BLOCK AFT. WALL BY OTHERS TUBE STEEL POST BASE - CORE DRILL AND POR-ROK SET 2" x 2".,7UBE STEEL RAIL - TOP AND BOTTOM TYP. ® 2" X 2" STEEL POST AT 5'--0" O.C. MAX SPACING WELD TO POST BASE UI) 11 ck- TYPE i4' ROLLED CURB PERRSD G-4A CURB TRANSIRON PER RSD G-48 i 98 TC DEVELOPED BMPS BMP AMENDO GRAVEL () LOWER ORIF TOTAL MR-F-KE RISER RISER ET POST-DEV. IMPEROVUS SURFACE AREA 1/1 V2S!N 1 24 12 1.50 18 8 10 53 1,640 1,427 656 2 24 12 0.375 18 �* 8 6.6 80 100 87 40 3 24 12 1.125 18D 8p 10 53 1,82]8ry 1,592p 732�t 4 24 12 I150 1U [7 10 65 1y4VV 1,21E 56iJ » " " � �< �5 518" SO. TUBE STEEL PICKETS AT 4" O.C. I 1 \ �* 36 x36 BROOKS BOX WITH 8 INLET HOLE I 6 6 PER RSD G-4A CURB `3 l 171.86FL \: FIN GRADE \ 2" I " 5t28.o© �' 1i1.73 FL �- I 3 2 3 NOTE CURB TRANS17701V PER R-D SPILLWAY % 2 -�- ALL STEEL SHOP WELDED GRIND SMOOTH PER RSD G-48 ` , r, I 174.0 FL REMOVE SLAG A, ND SPLATTER PRIOR TO 172f34 TC ; 12" 2 i i=E PRIMER AND PAINTII` G 171.92 7W 170.67 TC ALL METAL TO BE PAINTED WITH. 164.5 TF 171kfl TW >;� "' li '� U 168.0 BW > - - PRE -PRIME I COAT RUST INHIBITER (DIPPED) N0. BACK/NG 17fl 0 BW SECTION ELEVATION 1645 TF i - 1 SHOP PRIMER - ZJNK PRIMER RIP RAP PER 0-64 I 1/ 1 FIELD PRIMER - GREY PRIMER I i 166.5 TF • i / ; IRON FENCE DETAIL - 2 FINAL COATS COLOR TO BE SELECTED 171t s2 TW 169.. 69 FL 171.5 TW 168.r1 BW �----� 170.0 BW 170.0 FL BY OWNER LANDSCAPE ARCHITECT. 166.5 TF (N. Ts. / l64<5 TF = ; t f = EN ' I t G -•y NO. 2 BACKING � . CO 4 E 4 t f "t48 6V f ` f 4 E t 4 i RIP RAP PER 0-64 J 169.0 RIM 1 f ` J'. % i CONE SPILLWAY I I ti.. Co f , , f 168 0 FL PER RSD -22 j ` E < - RET WALE SCALE: 1 "- 10' 165.5 FL 1 17f.o RIM - l f67.5 FL 1 -i r �_- 170.83 RIM % ORIFICE PLATE < k/��f E 169.5 FLfTW < i` �^ r 174.36 TW PE - 174.36 TW 7 (�J /pryj yjy(() 0 ka ck�fF< E i f 4 y -•^3 I I 4fka ff} Et EF<4 t 1675V iz (IN)` --~`�17436 ,!I '.92 TW �' I`I 169. 0 RIM , < 170..30 TCk ' f f f69.91 TC }t 17L7 0 W -- t _10, 95 FL (OUT) 170 0 BW 0 5 4 p 20 Q B C 70 0 BW -� DECORATIVE ; 166.5 TF __ - �i 166.5 TF 170.0 FL ,}•�/�. 166, TF 171r 92 rW 165.5 FL �� t E < f 168 0 • ` f f f • ` y { }/ PCR 3. fl BW � 4 t f f J, 16V. �V TV t F 4 k f f a f t E f 1 5 TF 'q 168. a Bw PRE7. }WA1yL�L -,` 171.9. n PCR ER ,<.\, { G •ra. 1 i f �I .�/{�.//j�164f5 TF RSD S i ' 16V•V BW t< f< f < E 4 4I �J /y� rryl. E f < E E t f < 11k k t t k<< t f t t k a t t t <. E • ♦ 4 i fi " << 4 cam} / l , 16V.5 "I V f a {t < x n a F F' r E< f` < < G< E< G 4 f 1'� E< //�� py�/�}/ry {`y 164.5 .<.'\< Ekfn ..Ef/'^/�% /. t ''r v°HE of Pf CEt<♦ ! , a 4 f -F <VRJ„VEf PLATE•t • ftf f0a 84C \ t E-CO - , // F E t` F f - a a f t/ J J )1 /.. �y/� ;/�/ ��,�y[�;/� �� 1 }< t a { F E• F "E f < f E E < t .. < F< < f t E k E t< e { < ,, aE << Ev kfv E <E <4�E Ef • 17V<Y fIR 1 t t f aR f 4 PERFORATEDE ` v t ��-_te EE r•` <F t f iE4 FE 4k J/t( `4 E E k t F t E f < t E < . ( . f f • < e a e E v < f E < F E /• J 71. a E 4 4 a . 4 y� + < �1 k 171.V RIM e <' WALL DRAIN TO BE i E 4 /y} (/( ( f f c E E �4 ) / ! 1 5 f IF \ 4 E I ♦ f f 5k • E f1�V•V RIM f . • °f Efl H �. I 1 a FfE �iEE< F4f< OE4f( 4f 4<E tkE/fIF E< n A t f°f " CO f t68.fl BW y PVC PIPE f Lit E t< k a 4 C' 4< a ! f. ! E. / J )' Y♦ 2 G k < I /<��. )}� •(,y}� )/E[ }�y{{Ay F 4 k f R �T •, 4 f � f 4 4 < t E k i 4 4 Y E E 4 n f F f E v E f f t f f �f t E t< f t67.5 f 2 t VONNE�, OD TO �TCf 1 M f�JN E E t' 4 1 A P 4 PERFtJI✓4TEDx 7 ! 17fI 0 BW 1 FL <✓!,(t 34 kE< E PEa •Ea. PF< .tE 4k FEEff f e �, '<n F Ftit f E < EE Ff f.' f< • f t165.5 F1 fE tF <f<f` f °f E° • u <Ff Ei J, TF < f < 4 4 < t E a k <yE 4 164.5 , ��j/ G\1< ' k F f-fir PVC E E t16✓.�O RIM f..S.E , ♦__ J y/�a {yr/yr ASS �F•' F••F-.•E�•T-�T-•r F < { < E k E { t' <+;• .,. �L'. rr �F �.P�_'[- ^t�t_M.�i^WJ-rF .iii+�4 •...E-.L �4_� "•....�< F t < I' r tr aPV PJPE' v C a-f---.-._�,.. _ 16V.5 !, , l - T • • n a ..r E E r ry E EFt tft kfE ff t h ( E E^fit-f�ti f k t < f 4 t t f t < t f k k< E F 4 off fff�11 f �^ f f f-`tea ! V _�.e.•t.�.�rC^i�.t-LJ'-i^°-Sr�S^v:._rr __�;.r �.n _ t f a �? _ 165.5 FL WALL DRAIN:: �4 ' < f E f E < ' < ` P P k k < k =� � � i P f-f=E�= • ` E- (jt'��( j;)''�/ , fi f f F f k f f E 4 E f E F F f F E ' ^E^T-'p+.P' "'4!' ... ...y_f....f_.i..-..f_J..•3--A - ° f f /k f E / J I \ • E a F t j/._��/Jy . 4 f I (/�yJ/.�{% r< 4° f • f F E ,y-F F 4 f F F 4 E E 4 ' t t f f E E E F 4 F J / l� yJ�)/ ,\ \ ..M M� ` 3f62.21j 2YV LT S. ft f E F G f f f k E 4 . f • t f 4 f 4 f F f E f 4 f t i k t t E F E f E t/ , J'�AJI,,)-MT \ f< t 4 t f t f < k f i E � V t k E f ( t� ♦ r . . ELL, VJ 1 E }/� + t �/J¢� n ' t/ $�j n a . • \ �// E DEVORA T! I i� C< f 4 f < E E / a< < t f E t< ` f t t q/./<�(4 r<)< YES" < f E` ; � i/ \ `\ E <1 �1•W RJ� < f C < f E F f a /7 f//)�� F{j/y�' f f e E E f E f 4 F f `/ (/� r + tEtk fEf f a tfa Et'k f <a • <tVV.V ff .Jn< /I� � \ . .. f�/ �L I V [y�}yy� / V PE F C.S. f • n ` t 4 • k ° < < f t . X +F /I J J��< j<(y yy \ < F t - a• F E e 171.5< ! if `' L C ,:I ° f t f t f i f [ - E/ \��)/j\'J^j/ r t �Vri8 RJM \ - }�;{ t F 4 f f f 4< < 4° \ y <E' 4 ktE iFo- F4'E4f4f �f"EE E< Ct'{v vf< • + > / /wyy ^y}� ♦ RL(• WALL f<< F 4 t E T f F E f t i k < k< k< t f % <' f f \ \ ,F y Mr FL f E F v • f E E k `�.�<) f f c ' f \vJ _ 4 E a ` F E' E f ( f t - -•_ < e'._...• .a-.�. .<.,, �- - 4 f�-4 E 4- -E E/ f E f 4 t f i /, l \ \. v\ E .. < f f F r E< t t V f 16s:��)a FL (rry (((�� PER RSD c f t ` j4 17a fl Bw f E PER RSD D 7 R !f y)yI 17t//%{�. j/5r/� • l+ -- �j/}^(�jj {//� (}(�/�y/ -- I l yi�E�fyyy�. 1 4f7 FL (OUT) E F f t < < F e e • t C 4 f t 168.92 RIM, 16i/.00 FL (DITCH) 16V.V BW Y -- 16✓.5 (II : _ J_ -_ 1 /- /t4Eft 44f •kE tF 4Ef'4tF f t f` < tE t t _/ < Va /� • < < < f f F4 f E<t IEEE tFf t<f tEt<k t f^tf P••. _ OPEN/NG ON WEST SIDE ------_168.0 BW l - -1' Bf1YCt{ - - - --' _ - ' ,' SEE SffEET 7 FOR f_ 164.5 164 5 TF 169.5 169.5 FS % / STORM DRAIN PROFILE ( ( - - i y WALL DRAIN _ -- -- - --- -----------�- =- �-�_` k --- `�__ - `i' I i 171.5 TW \\ -,�„_ -�I�---J�/iP 2' I DAYLIGHT - - - - - - �,�, 169.5 FS �- --`--`_- J 17o.+rl BW `� {+ � �C� � t k E -r-F s..•F'«�._a / ___ _ % / \ ��.,� EARTHEN JWALE 167.92 Xj � ----, '\ .-._ _.. - *61.55 1{:$4' LT - _ .9 CONSTRUCTION NOTES:(PRI PCR �- --_ -- 1167.73 RIM I B-RR),IAN CANYON ROAD VA Tf} '�` PCR ____ -- ___ -� �-- SEE SHEET 7 FOR STORM DRAIN PROFILE Q 4" PERF. PIPE (TYP) � � ._._ _.._. -.. -;' ,J _--- ��'� �--' � - --- _ PVC' SID 6' PRIVATE DRAINAGE EASEMENT, PER FINAL MAP - - �- _ _ _ - - - - - - -� _ PER I q3�{°1 j \ i DECORATIVE RET WALL, PER RSD C-6 DECORATIVE RETAINING J - - - - -� - - -' ^` -` f 4" PVC SCREW CAP - - 3 - - - - -- `r- - WALL TO BE SPLIT FACE MASONRY BLOCK -PADRE BROWN OR SEE FENCE DETAIL ABOVE RIM /S 124 ABOVE GRADE -\ EQUIVALENT (7YP) WALL DRAIN TO BE CONNECTED TO BROW � BMP BASIN DETAILS � - - ORIFICE PLATE M) SQUARE DITCH. TV PER PLAN R „ MIN 6 3 SCALE: '! _ '4 0 `k DIMENSIONS 1.0 FT GREATER 8IORE7EN770N BASIN TO SE MAINTAINED BY HOA l t). 33' USE 415' WYE AND FITTING OR THAN PIPE 91A, HOT -DIP LOT 11 i= i 1-i I 111� I 1=1 a _ ! i 1 i l - T_i;--1 '=.- EQUIVALENT DIRECTIONAL Q 1.0' DECORATIVE =1 I I=i ; I I '-I 11- I ! 1-III I I-11 I CLEANOUT TO CONNECT GALVANIZED PLATE AFTER '- I I I-` I I III=, ° 1 I -Ili- HOLES HAVE BEEN DRILLED O ii 16 o AG ELF- - lt�� Jr i RET WALL ;, -I - 111- 3 I I I I . = E i :-III UND£RDRA/N To STANDPIPE Q POWER POLE AND GUY ANCHORS TO BE REMOVED BY OTHERS O DECORAT/YE 4 NON 1=_ j-j 1 I.. =I I 1 I (i- i -! i -' BJORETENitON ENGINEERED SOIL APRIL 18, 2D 14 2014-01549I T RET WALL �`\`/\/ :\ %� tt. 6" ROLLED PERFORATED -1 I I-11= : I =1 ;-. I I . I !=1 I ! '�� 1 2" '9�AX 47' OMWD WATER EASEMENT REC DOC NO \ 2 " / INFLOW PIPE BMP ORIFICE SIZE 1 1.5" 2 0.375" 31 1.125" 4 1 O.Sfl" ------ - - \ \ ; may; CURB AND GUTTER s - LAYER SHALL BE MINIMUM 24 PER RSD C-1 STANDPIPE I; I l 11-I . I III 1_ 1 ..I a 7.5' GENERAL uml7Y &' PRIVATE DRAINAGE EASEMENT PER MAP �' � i I Ed I i-.i 1 ; ,I I I = I-1 I I 1-1 I 1 I i -1 i I DEEP "SANDY LOAM" SOIL MIX ORIFICE DIAMETER 9} 24'-32' PUBLIC EASEMENT FOR PRIVATE STREET PER MAP SEE SIORETENTION - - � W17H NO MORE THAN 5Z CLAY T° ° DETAIL ON THIS SHEET WATER TIGHT FLOW t,n °� �^�3- CONTENT. PERCOLATION RATE 1 Q DECORATIVE RET WALL, PER RSD 0- 1. DECORATIVE RETAINING CAR ON _ - . p 5- )Or`n/hR MINIMUM SUSTAINED 3/8" DIA. HOLE ALL TO BE SPLIT FACE MASONRY BLOCK PADRE BROWN OR 4' TERMINAL END FLOW CONTROL ORIFICE PLATE PEh'F. PIPE EQUIVALENT (TYP). OF PIPE CONNECT PIPE TO DOWNSTREAM CLEAN EXISTING OVERHEAD ELECTRIC LINE TO BE REZOCATEDBY OTHERS OUT (N. T S.) BMP BASIN 3 SECTION A -A 12"LAYER OF DEBRIS CAGE sEE DETAIL TV PER PLAN R. (N T.S.) CLASS 1/.PERM - 4" PERFORATED PVC UNDERDRA/N p( VORTEX }n ,n/yp� �/� /� ROCK �\%l�`//��i �,�-`�` %i\/\,•f''`♦ e'J*,,��,\`/\\." 7�'THIS HEET) fiG ANTI VORTEX lU DEL<iJTFH iVG NOT \!\�•\i� \ \ !„ /'\ �•�\_\ \ PLAlL i' TO BE PRIVATELY MAINTAINED & NOT TO BE MODIFIED W/O CITY PERMIT ;"~;; J�\' ;` i `'�` `" �„ `>f`� Riy,' P, RET WALL VARIES L4 -- BMP 1 � MAINTENANCE AGREEMENT MIS- b jaJ�� DATED NATIVE SOIL ` \ I 0.5' BIORETENTION C.O. DETAIL - \ ,% I 6" ROLLED NT.S o 1 1 CURB AND GUTTER SEE FENCE DETAIL ABOVE ( ) BIOP�NOON ENGINEERED SOIL LAYER SHALL 10 X 36 '� DEEP ROOTED DENSE DROUGHT BE MINIMUM 24" DEEP "SANDY CORM" SOIL _ BROOKS BOX TW PER PLAN R TV PER PLAN" , , MIX WITH NO MORE THAN 594 CLAY CONTENT. I I I i 111 TOLERANT PUNTING SUITABLE 950' 3.0' 1' BENCH PERCOLATION RATE 5-101n hR MINIMUM I .Ili. I III-i 1=III I :- SEE.B/ORETENT7ON LOT 11 189.5 i' FOR WELL DRAINED SOIL TW PER PLAN i SUSTAINED. ' "i r , I Tt " 1111:l1i,I"i1-.1111111111 11i 1-111 DETAIL ON THIS SHEET BMP 3 FLOW CONTROL 16s. fl FG aEL--t-6.9-.5 E 2 6 ROLLED 1� d I iy 3 X36 BROOKS BOX DECORATIVE CURB AND GUTTER 31 ? -I 1 I I =11 I I I i I a ORIFICE PLATE SECTION D - D RET WALL - it " 2-3" HARDWOOD 1� DEPTH OF _ I ; I I_i I I I I , . i l I I I I SEE DEr THIS sHr. (NT•s) PER RSV C-1 y\ =�� =a ;;% lj \ j1Q" MULCH CLASS j x c p�/ oTFALL PIPE MLlLCH CLASS II PE�fTYt y; I�.- 3 I I I• I I I I I I I 3 ROCK AROUND 11 ti \n /y(,/��y (/] 1 LE LINER- - - D SOIL PIPE - f 4 E f > f f k < f. t E f f f E 4' f f< E f f f' E k F B P + t 9 F E<< e t f F E E° y/ SEE B/YRLT TENT, ��P E�I 111-I 11-I ! �' - -1 I jC. f t f k f s < < t t E f F E f F E f E E f c 4 e < e < < < < t E < t E f �,J " , I i : 11 f r L� _L__. 11-_ 24 MIN ENGINEERED - � ' 4 PERF. PIPE D I I ,I I i- i I. I I I I I I l i I 1 I I =i 1 I 11111-i I 4" P TE DETAIL ON THIS SHEET _ " f jt <f < ERFORA D . ' t < 1 PERMEABLE LINER 8" P E f . < PVC PIPE Q o MlRAMESH PER TENCA%E = I - - = ' - -' - _ _ _ _ i N LOW < Iil I11-1- -III�I ill 1 :-: ill il1�l Ili PERMEABLE LINER 1 _ VC - I I -i . l i �, I I i 1 i-111�_. i s ( I I.. 11 111-111-11- : i i t MIRAMESH PER TENCATE Ftaw ORIFICE PLATE I I I -1 i- I_I I IWi 1-I 1 (; 11 I I I=III-I l :-I -: I I=I ! 1 " " • : G------. 1 -- T O - 2-2 OF 3/lB GRAVEL 1 EARTHEN sWALE 166 FG ,-- BMP BASIN 3 SECTION B-BODECORATfWE < % 15.' 1 - - - - - \ 166.9 FG RET WALL i 14 _ I :1-I 1 i--.-.1 I =1 i _I 1 I i I i I : I I (I I I - I-' �I 13 IMPERMEABLE LINER 11 f t f- - t N T5.) --�.. , �F r� ��' :�� . ° F ( PER RSD C-1 - ' - (slrs) �\ 168.8 Tc 7, ;:tom° $',f E ; . �` -� �: NOTE UNDERDR41N SECTION ��,• 1. f5. __ - " CONNECTION -- - - -----_ 1 __ - - _ _ ' , TO BE MODIFIED W/ ITY PERMIT 12 MIN " " TO BE PRIVATELY MAINTAINED &NOT MAINTENANCE AGREEMENT DOC. 2't S_W'« 4`1v 3 DATED-- ,��- * SEE NOTE 1�� -' ?� / yf �� > ^ 7 F�r� 2 CO1�fR 111fER PIPE BELOW 9*61.55- 16.84' LT3'k'3' z;.✓a� J Ja��' t� s,�- ;A✓ c, n J .,- -,r SEE FENCE DETAIL ABOVE 1. ✓ �; �> Y ,B�.,ii �`. > ^ ,l� "~\� ) �i �> \ u \ \ _ 3/4 CRUSHED ROCK 36 X 36 BROOKS BOX CO p,\ 36 36 BROOKS BOX " „ -- 167,9 RIM �� 16,773 RIM TW PER PLAN � 16 4 FL �. l66. G ? 161.29 FL (24" OUT) ((( 18, TlE 4" PVC PIPE TO - SEE SHEET 8 FOR 16 1. 79 FL (18" IN) LOT 1 ' DECORATIVE @ STORMDRAIN SYSTEM a f 4 BOLTS °` n 9t00 STORM DRAIN PROFILE 2Q ? 164, 40 FL (4" IN) BMP l ttt------1.0' AFT. WALL 0.5'T 4" PERFORATED P1/C PIPE WITH - - - - -` c- ' O 17fl 0 FG ELF PER RSD C-1 TIE 4" PERFORATED PVC FILTER SOCK SLEEVE (MIRAR 14ON OR EQUAL) FLOW 9f61.50 �DECORATf1/E 'N,IV, ROLLED CURB PIPE INTO STRUCTURE (PLACE PIPE WITH EU- QRAT7ONS AT THE INVERT€ FLOW RET WALL \ ��-\ \�� i` Y\,�i; \j `'�%y \� F, n n ` u <.--�- o ono 3 CURB OPENING '% \;�;% �: t�%1== \f' 2 �____ - B/ORETENr/ON ENGINEERED SOIL LAYER SHALL BE MINIMUM 24 DEEP SANDY LOAM SOIL MIX a C t}TFALL PIPE W/ NO. 2 BACKING PER RSD C-1 fYITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50-60� SAND, 20- i0Z BMP BASIN 2 DETAILS RIP RAP PER D-64 COMPOST OR HARDWOOD MULCH, AND 20-309 TOPSOIL. 24 � J4 REBARS � _ �� SEE B1ORE7ENTION _ SCALE: 1 = 10 **3 4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO SPACED EWENLY € LESS/�`DETAIL ON THIS SHEET / �ci UNDERDRAIN 0 4" PERF PIPE INCREASE 77iE INFILTRATION AND STORAGE ABILITY OF THE BASiIY WELDED CONNECTION q n a . J BOLTED STEEL PLATE .. A• F` �z -THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS 4 PIPE (PERF.)--.-u-..-..----- �F , ------ Civil Engineering • Envlronmen#aI �� js � ,E�,�. � � � , = " s �_� �` BMP BASIN 1 SECTION C - C STORMWATER MANUAL CALCULATIONS. TYPICALL I THE SURFACE AREA OF THE BIORETENTION BASIN TYP DEBRIS CAGE (SEE DETAIL ABOVE) 2442 Second•;��u R{ N #8528 ` " IS 4% OF THE IMPERV?OUS AREA DR4/N1NG TO IT PLAN 8" tRIF10E, WfDEBR/5 CAGE Son C) e �, cA. 521 ' a•�t ��, a J ^ - s1�IIlIs * <i (N. T S.) -IMPERMEABLE LINER TO BE E30MIL PVC LINER, SPECIFIC GRAVITY (ASTM D792): 120 (MIN), _ {N.T.s.) s;_;2-a2eC (61 )232-92I s �,, C � r NODE TENSILE (ASTM D882,) 73 (LB/IN-WIDTH, MIN.), ELONGATION AT BREAK IASTM D88, 380 (9' \ 118" MIN x 2" 3t n :, Inc. ETICA��FQ \..° r c TO BE PRIVATELY MAINTAINED & NOT TO BE MODIFIED W O CITY PERMIT MIN), MODULUSMODULUs (ASTM D882): 30 (L8%IN-WIDTH, MIX), TEAR RESISTANCE (ASDTM D1004): 30 STEEL STRAP W/TH B IO R ET E N T I O N OUTLET DETAIL ' MAINTENANCE AGREEMENT DOc �� L�ATEo � _ LB/!N, MIN.) DEBRIS CAGE DETAIL 3/8 BOLT (A(TS) TYPICAL BIORETENTION DETAIL (N. T. S.) (N T.5..) REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINING NO. AS BUILT 2N 12 21 CITY OF ENCINITAS ENC-38 .AS e 'f'L PLANS PREPARED UNDER SUPER2z--.L- ON OF RECOMMENDED APPROVED GRADING PLAN FOR: VACANT LAND 2.5" BRASS DISC IN NE CORNER OF DRAINAGE HORIZONTAL AS SHOWN �i THE ENCLAVE CURB INLET ON THE EAST SIDE OF MANCHESTER DATE:AVE. 0.1 MILE SOUTH OF INTERSECTION WITH :A,.rA RAAt ` I BAD D4T BRUCE A. SONBy. _ ✓��'�-/ate �Y: BERRYMAN CANYON RD. � �'� � - EL CAMINO REAL VERTICAL AS SHOWN R.C.E. NO. 48529 MASH MAHER GLENN PRUIM GRADING PLAN SHEET Steve/ Novak 4112121 � 3a-2016 j�� EL: 37.52 DATUM: NAVD88 STE:�E�:tau-ARK DATE ENGINEER EXP., DATE: 9 DATE: :2/ / WORK PROJECT NOa 01--239 TPM/TM/CDP/DR/MUP/MIN/EIA, etc. SHEET 6 OF 22 ............ ...... .... ..... .. ....... . ............ -------- ..... ..... --------- - ............... ........ ........ .. ... ........ ............ ... ... ...... .... ....... - ......... .... ........ .... I .... ....... ------ 40. VC . ....... . ..... ----- -- - - -------- --- --------------- .......... ........... ..... .. . ......... ...... ............ 0 --- - ----------- PV/ n 20 1. 4*5 7k �k_ C ... ......... . . . ...... .. ... . ... ... - . ..... .......... ... ...... . ...... ... ..... ... - - ------- --- . .... ........... Iw .... .... ........... .... ........ .. ... ... � - ------------ .. .. ........ .......... . . ...... ........ .. ..... . ..... --------- ........ . . ... _J ------------- Z fn ... . ............. . ......... - - --- ---- ---- -------- .......... . __j ................... . ............ ... ......... ....... .... ............ ....... ....... . ....... . . ........ . ..... . . ....... ...... ..... ... . ..... .... ....... - 7 ...... .... ................. . ............. ... ........ .... . ...... .. .... .... ........... . ........... .............. — ..................... . ............. . .... ....... - ------ - 4_1�0' VC . .... ......... .. ....... ...... -- -------------- ---- _2 - ------ .. ................. .... .... ...... ...... . ...... . .... ....... . ....... . ...... ---- - ------------ ---- - .... . ... . ........ ... . ..... ...... 0 - - ----- cc ..... ...... ............ ......... ........ . ... ........ ......... . - - - ---------- ............ ... ... . ...... .... .......... .......... ........ . ....... ---- ------ - - ------ .......... . ......... . . .... ...... -------- --------- .... . ..... 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Consultants, Inc. .. . ........ ........... ............ . . ..... REMSIONS APPROVED DATE REFERENCt+S DATE BENCHMARK SCALE SPECIAL DISTRICT CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A6AS-BUILT SRN 4/12/ 2 CITY OF ENCINITAS ENC-38 VACANT LAND A APPROVED GRADING PLAN FOR: 2.5" BRASS DISC IN NE CORNER OF DRAINAGE JZONTAL 1"=20' HOP (124 CURB INLET ON THE EAST SIDE OF MANCHESTER D AVE. 0.1 MILE SOUTH OF INTERSECTION WITH KAN RAA� IDEE14 BRUCE SON BY. B 9055-G ��,N 4- BY. 71Z� EL CAMINO REAL. VERTICAL 1"=4! St-"ev Nowak 4112121 R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM PRIVATE STORM DRAIN PROFILES EL: 37.52 DATUM: NAVD88 STEE NOWARK GATE ENGINEER EXp.. 6-30-2016 DATE: DATE. WORK PROJECT NO. 01-239 TPM/TM/CDP/DR/MUP/MIN/EIA, etc. SHEET 7 OF 22 50 MM 75MM SPILLWAY 20' 11 FL4 �E GRAVELBAGS, OR HER APPROVED METHODS TO IANNELIZE RUNOFF TO BASIN REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY FLOW STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 10' MAX 1 3' MAX MIN 4 IN (10 CM) 3, ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND EXCAVATED SOIL. INTO THE TRENCH. FIL TER FA BRI tr SILT FENCE NOT TO SCALE MATS/BLANKET SHOULD 4- BE INSTALLED VERTICALLY OWNSLOPE 00 Z '61 IQ> IF FILTER CLOTH —1 ) ,/ 1 1.2 M I I./- M fA0UVr_ 150 MM X 150 MM r ISOURCE OF WATER ANCHOR TRENCH 76�R �TABLE 3 FT (0.9 M) MIN. RUNOFF GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS ACTS AS SPILLWAY WITH ENDS OVERLAPPED GRAVEL BAG NOT TO SCALE FILL NON —WOVEN 1=_�M GEOTEXTILE FILTER FABRIC UNDER WET SLOPE LININGTYPICAL TREATMENT NOT TO SCALE NOTES: 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 2. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH. (0 6 0 UNLINED SWALE & BERM NOT TO SCALE 3' OPENING IN TOP ROW (TYP-) 2 GRAVEL BAGS HIGH (12" MIN.) FINISH SURFACE (FUTURE) 7rEpXF_ 7UMDERCUT ROADBED 3" P,.V,.C. DRAIN (TEMP.) PLUG W/ P.V.C. CAP AT TIME OF PAVING SECTION B-B STORM DRAIN INLET PROTECTION NOT TO SCALE LEGEND (SEE LANDSCAPE PLANS FOR HYDROSEEDING) STABILIZED CONSTRUCTION ENTRANCE UNLINED SWALE AND BERM 'TYPE B' CONCRETE BROW DITCH D-75 GRAVEL BAGS SILT FENCE CE RIPRAP PLACEMENT OF GRAVELBAGS AT INLETS PERMEABLE TURFSTONE (3-1/8�',THICK) ZROSION CONTROL SPECIAL NOTU: 1. PRIOR TO FINAL GRADING INSPECTION, CLEAN ALL EXIST. P.CC..DiTCHES AND REPAIR AS REQUIRED BY CITY INSPECTOR. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT EXISTING FENCES AND LANDSCAPING. PRIVATE FACILITIES DAMAGED BY CONSTRUCTION WILL BE REPLACED IN KIND BY THE CONTRACTOR AT HIS COST. 3. SEE SHEET 2 FOR EROSION CONTROL NOTES. z3" OPENING TOP ROW (TYP.) 2% 1/2 BAG I SPACING AS SHOWN -ON PLANS SEE SHEET 2 SEDIMENT CONTROL NOTE 8 SILT `RETENTION 0 0 0 0 0 0 0 0 0 0 AB a 0 0 SHEET 2 BAGS HIGH (12- MIN.) BURY 1/2 BAG TO PREVENT SILT RUN—OFF GRAVEL BAGS DETAIL (STREETS) NOT TO SCALE 1.1 SPACING AS SHOWN ON PLANS SEE SHEET 2 SEDIMENT CONTROL NOTE 8 SILT RETENTION o 0 0 0 0 O 3" OPENING IN TOP ROW (TYP.) 2 BAGS HIGH (12- MIN.) 6' OPENING 2% 1/2 BAG BURY 1/2 BAG TO PREVENT SILT RUN—OFF GRAVEL BAGS DETAIL (DRIVEWAYS) NOT TO SCALE 2% Civil Engineering. Environmental ��I\ 2442 Second Avenue Son Diego, CA 92101 - 48M (619)232-9200 (619)232-9210 Fax "/14 Consultants, Inc. )� IVX -�N Of' C 3. FOR BONDED F[ULK MAINIA ALItKNAIL �:,LUFL �:,iAbILILAHUN SEE APPLICATION SPECIFICATIONS AND NOTES ON SHEET 2. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK, SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. VACANT LAND AS -BUILT S/ZN 4/ ,121 2 CITY OF ENCINITAS ENC-38 2.5" BRASS DISC IN NE CORNER OF DRAINAGE AVE. INLET ON THE EAST SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF INTERSECTION.,INITH EL CAMINO REAL. EL: 37.52 DATUM: NMD88 HORIZONTAL AS SHOWN VERTICAL AS SHOWN t AS -BUILT --A PLANS PREPARED UNDER SUPER VISION OF DATE. BRUCE ON R.C.E. NO. 48529 ENGINEER 6-30-2014 EXP. RECOMMENDED APPROVED BY:'ItA.ItA MASIH MAHER GLENN PRUIM DATE: DATE: Jz q, GRADING PLAN FOR: THE ENCLAVE BERRYMAN CANYON RD. EROSION CONTROL PLAN WORK PROXCT NO. 01-239 TPM/TM/CDP/DR/MUP/MIN/EIA, etc. - Q, ATKAN RAAt_R_,9DEEN DATA SbeA/e, Nowak, 4/12/21 STEVENIO:VIVARK DATE SHEET 9 OF 2' Civil Engineering. Environmental 2442 Second Avenue fa 4�M Son Diego, CA 92101 Consultants, Inc. C REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS-BQILT� SRN 4� VACANT LAND -1212 CITY OF ENCINITAS ENC-38 A--1&-BWL*T PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDED APPROVED GRADING PLAN FOR: 15' BRASS DISC IN NE CORNER OF DRAIN -AGE HORIZONTAL 1*=2W :ai r�j z THE ENCLAVE CURB INLET ON THE EAST SIDE OF MANCRESTER AN RAAB R :0 14 DATE BRUCE A. R ON DATE.. /V1 BY: BERRYMAN CANYON RD. 9055-G E-64iN' REAL. VERTICAL N/A RX.E. NO48529 MASIH MAHER GLMN PRUIM EROSION CONTROL PLAN EL- 37.52 DATUM- NAVD88 S E = NOWARK DATE DATE DATE. WORK PROJECT NO. 01 SHEET 10 OF 22 VA rr UNLET PROTECTION,-T` T 1311faX1Lr[1 (1(11VShRUC170,V ENTRANCE, 1 t t i{ s 1 ( tt' tr r i{% ` t it # t eiItj{ 1 A V t ............. 1-1 r t t t It N, it IN IN t p Zs N -4 it A N \ N, N, N\ % `N 'N It a k \ N, Nk IN - --------- F -7 it N,'I t 71 It 1,,-24 J4 REBARS SPACED EVENL r It t WELDED E 1/8- MIN. x 2- STEEL STRAP WITH 318- BOLT DEBRIS CAGE DETAIL N TS) 314 - MIN. CRUSHED ROCK CONE ALL AROUND AGAINST GEOTEXTIZE FILTER FABRIC DEBRIS CAGE (SEE DETAIL ABOVE) AN77-VOR7EX PLATE 18- DIA, 12 GA CMP, W1 112- WIER EL I ORIFICES 2 112- 0.0 (TYP) SILT FENCE (TYP) A w f EL 168. 00 180 RCP STORY DRAIN 80 ESS/ P.C.C. ANCHOR BLOCK, 8 THICK .ZwW1 6"x 6' 10 G4 WIRE MESHCivil Engineering Environmental v� 8 0 CUBIC FEET OF PCC MIN. SEE LEGEND SHEET' 9" 161.21 FL 2442 Second Avenue 05 Son Diego, CA 92101 fICE - 4M (619)232-9200 (619)232-9210 Fax "'N V SCALE: 1 20 TEMP. SEDIMENT BASIN DETAIL A I Consultants, Inc. arr PROPOSED &C, 1310 BASIN X. 0 10 20 40 60 Ov rs.) REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING. NO. Z!2AS-BUILT SRN _4�122 CITY OF ENCINITAS ENC-38 AS -BUILT PLANS PREPARED..UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: VACANT LAND 2.5r BRASS DISC IN NE CORNER OF DRAINAGE THE ENCLAVE CURB INLET ON THE EAST SIDE OF MANCHESTM HORIZONTAL AS SHOVN 17M-2W nz-k 9055-G DATE: Y?k-yi, 19ANk RAkB _N DAT#_ BRUCE :.ON By. .A . AA BERRYMAN CANYON RD. A. VA v/ AVE. 0.1 MILE SOUTH OF INTERSECTION WITH OYDEE By - EL CAMINO REAL. VER*nCAL AS SHOWN R.C.E. NO. 411529 MASIH MAHER GLENN PRUIM EROSION St -eve/ Nowak 4�12�21 CONTROL PLAN ENGINEER EXP. 6-30-2014 -E 1�r —239 TPM/TM/CDP/DR/MUP/MIN/EIA, etc. ZT EVE NOWARK DATE: WORK PROJECT NO. 01 EL: 37.52 DATUM: NAVD88 SEE D'Al DATE. SHEET 11 OF 22 ... .......... -- - -------- z ... ....... c < . . . . ........ X . ......... 17C INLET PR0)rfCWN-- 'k 4 Ski`f \ N T FNCE (7)YP) SILT ASME P) (7Y 700 2!r� -0 ------------ -7 ----------- 6 15153 1 7- 41 16 a, 4#FF GRA VEL 3 4 G J VEL 84 9 A . 471� D40 (7"L`9fRRYMAA(-ZV= P) CAVrON- —7' ROAD VA TE) "T PRI --- - - - - - - - - — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - WOR —06.4 M�- H---- ------- T FENCE IT LffiD CONS7RUCTION,Ft 0 ENTRANCE ------------------- --------- - --------- ------- ...... - . ............ - ----- ........ + -A i1h 4 111 0 - ---------- ILI f 01 X '�tttzzz =tz= 'Ij — -- — — ------- --------- — — a Z > J- 0 ...... .... . . ..... .. \ lk Civil Engineering - Environmental SHEE T 9 SEE LEGEND 2442 Second Avenue RM - 48529 Son Diego, CA 92101 # EV 6/30/14 (619)232-9200 619)232-9210 Fax SCALE: A L E: CIV0 1 20' Consultants, Inc. gff CAi�4d��' 0 11 (-j 20 LO 60 REMSIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS -BUILT SIZN 4112L2 CITY OF ENCINITAS ENC-38 VACANT LAND 2.5* BRASS DISC IN NE CORNER OF DRAINAGE AS -BUILT PLANS. PREPARED. UNDER SUPERVIS!,ON' OF RECOMMENDED APPROVED GRADING PLAN FOR - CURB INLET ON THE EAST SIDE OF MANCHESTER HORIZONTAL AS SHOWN —S b1j-- I BE L .. I . DATE.- . 1*/& //1::(. THE ENCLAVE 0.1 MILE SOUTH OF INTERSECTION WITH THAN RAAB "YQ EN DATS BRUCE 0 SON BY:. -tA. A,11 BY: BERRYMAN CANYON RD. 9055.-G REAL VERTICAL AS SHOWN st-eAleNowak 4/12/21 R.C.E. NO. 48529 MASIH MAHER GLENN PRUIM EROSION CONTROL PLAN ENGINEER EXp, 6-30-2014 STEE'V'E NOVVARK DATE t74141-5 SHEET 12 OF 2.2 EL.- 37.52 DATUM. NIAV088 DATE: DATE: WORK PROJECT NO. 01 —239 TPM/TM/CDP/DR/MUP/MIN/EIA, etc. 011 I . 1, . � . i : . . : . . . :� . . �- , i I . .- . . : I . ; I �� " I I : . . I . . ... - . I . i . I . : . ; . I , � . . . . i � 11 I Q , , I , : II I � % , I . .... . � . : , . I i I . : , I . i 1" M ! I - . : .. . . 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VIEW 'C � -/ ", " ' i'� 11 [ '.' - �� iia �,"-�' 703 16th Street, Suite 100 San Diego, Carifornia 92101 tel (619)20-3160 fax (619) 501-7725 www.mtasd.com L1.2 I APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. RECOMMENDED APPROVED. LANDSCAPE PLANS FOR: BY.-__..__._ __ BY: . . LANDSCAPEI IRRIGATION PLAN 9055-G ... . ....-- BERRYMAN CANYON ESTATES I DATE: 4C DATE: - WORK PROJECT NO, PC 01-239 1 SHEET 14 OF 22 - 4?0 i -S CONSTRUCTION DOCUMENTS, 6-30- IRRIGATION NOTLS ALL POP-UP SPRINKLER HEADS IN SHRUB OR GROUNDCOVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER IS 1" ABOVE FINISHED GRADE. ALL PRESSURE LINES SHALL BETESTED FOR TWO HOURS UNDER HYDROSTATIC PRESSURE OF 150 PSI AND BE PROVEN WATER TIGHT CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TEST. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE NOTED ON THE PLANS. THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMANDSHOWN ON THE IRRIGATION DRAWI NGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE OWNER'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND THE ACTUAL PRESSURE � READING AT T C HE IRRIGATION POINT OF CONNECTION. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY, THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 120 VOLT ELECTRICAL POWER AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE CONTROLLER IN ACCORDANCE WITH LOCAL ELECTRICAL CODE. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC:. SHOWN WITHIN PAVED AREAS, UNDER BUILDINGANALL FOUNDATIONS, AND OUTSIDE OF THE PROJECT BOUNDARY ARE FOR PLAN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL AND QUICK COUPLING VALVES &'TO 12"AWAY FROM HARDSCAPEOR TURF AREA FOR EASY ACCESS. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT CVERSPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND THROTTLING THE FLOW CONTROL AT EACH VALVE TO OBTAIN OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN SITE DIMENSICNS EXIST THAT N41GHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN CONSTRUCTION DETAILS, USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TC FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER. SUB- CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, AND NEAR STRUCTURES. DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED_ SOME SPRINKLERS WILL REQUIRE THE INSTALLATION OF AN ANTI -DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN ANTI -DRAIN VALVE AS REQUIRED AT ANY SPRINKLER SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI -DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. ALL PIPE ADJACENT TO SIDEWALKS, CURBS, AND OR AT TOP AND TOE OF SLOPES TO BE PVC BURIED AS PER THE DETAILS AND SPECIFICATIONS. REVEGETATION OF THE BRUSH MANAGEMENT / FUEL MODIFICATION ZONE OF OPEN SPACE LOT 12 SHALL BE IRRIGATED WITH A FULLY AUTOMATIC TEMPORARY ABOVE -GROUND IRRIGATION SYSTEM. THIS SYSTEM 'WILL USE LOW GALLONAGE HEADS OF A TYPE APPROPRIATE TO THE ESTABLISHMENT OF THE RE - VEGETATION PLANT MATERIAL., THE SYSTEM WILL BE TEMPORARLY CONNECTED TO THE HOA METER AND REMOVED WHEN, IN THE OPINION OF THE PROJECT BIOLOGIST, AND THE CITY OF ENCINITAS PLANING AND BUILDING DIRECTOR, THE REVEGETATION PLANT MATERIAL HAS ESTABLISHED ITSELF SO AS TO BE SELF- SUSTAINING WITHOUT IRRIGATION, (ESTIMATED TO BE 2-3 YEARS). THE PROJECT BIOLOGIST AND THE CITY OF ENCINITAS PLANNING AND BUILDING DIRECTOR, SHALL CONDUCT AN ANNUAL INSPECTION OF THE RE - VEGETATION AREAS UNTIL SUCH AREAS ARE SELF-SUSTAINING, AND SHALL PREPARE AND SUBMIT AN ANNUAL REPORT OF SUCH INSPECTION TO THE CITY OF ENCINITAS PLANNING AND BUILDING DEPARTMENT. REVISIONS APPROVED DATE [ REFERENCES DATE BENCHMARK SCALE 25' BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF HORIZONTAL INTERSECTION WITH ELCAMINO REAL ---- - VERTICAL - EL: 37.52 DATUM: NAVD88 RECLAIMED WATE IRRIGATION LEGEND SYMBOL MANUF. & MODEL DESCRIPTION i GPM ; RAD ! PSI 1 DETAIL 0* RAINBIRD 5000-S-PL-PC-SAM 1.5-NP, QTR. SHRUB ROTOR 1.54 i 27'-35' 45 'G', SHT. L2.2 O RAINBIRD 000-S-PL-PC-SAM 4.0-NP 5 HALF SHRUB ROTOR - 4.01 - 32 42 4 5 G SHT. L2.2 9 RAINBIRD 5000-S-PL-PC-SAM-1.5-NP, FULL SHRUB ROTOR 1.54 27' 35' 45 j'G', SHT. L2.2 RAINBIRD 1812-SAM-IOQ-PCS-040-NP j 12" POP-UP 0:40 8'-1d` 30 .'J', SHT. L2.2 d RAINBIRD 1812-SAM-10H-PCS-060-NP j 12" POP-UP 0:60 8'-10' 30 J', SHT. L2.2 0' RAINBIRD 1812-SAM-10E-PCS-125-NP 12" POP-UP 1.25 8'-10' 30 'J', SHT. L2.2 �x RAINBIRD 1812-SAM-I5Q-PCS-090-NP 12" POP-UP I 0.90 12'-15' 1 30 J', SHT. L2.2 RAINBIRD 1812-SAM-I5H-PCS-125-NP 12" POP-UP 1.25 12'-15' 30 'J', SHT. L2.2 RAINBIRD 1812-SAM-I5F-PCS-370-NP 12" POP-UP 13.70 IZ-15' 30 'J', SHT. L2.2 ° RAINBIRD 1812-SAM-15SST-PCS-090-NP 12" POP-UP 0.90 I 4'X15' 30 �'S, SHT. L2.2 RAINBIRD 1812-SAM-15EST-PCS-040-NP 12" POP-UP ' 0,40 41X12' 30 I'S, SHT. L2.2 • * RAINBIRD RWS-BCG TREE BUBBLER N/A �0.25 N/A i 30 SYMBOL MANUF. & MODEL DESCRIPTION DETAIL i RAIN BIRD PESB-R ELECTRIC SOLENOID VALVE, SIZE AS INDICATED 17% SHT. L2.2 WITHIN A PURPLE PLASTIC VALVE BOX AS PER DETAIL (�* RAIN BIRD 33DNP 314" QUICK COUPLING VALVE W/ LOCKING VINYL "U, SHT. L2.2 COVER IN A 6" ROUIND PURPLE PLASTIC BOX NIBCO T-113 BRONZE GATE VALVE W/ WHEEL HANDLE - LINE SIZE ,' C', SHT. L2.2 INSTALLED IN A ROUND PURPLE PLASTIC VALVE BOX - - - - ! PURPLE MAIN LINE PIPING SIZE AS NOTED W/ MIN. 18" COVER; PROVIDE PVC'SCH I T, SHT. L2.2 2" & LARGER CLASS 315 40 PIPE SLEEVE (TWICE THE DIAMETER OF THE MAINLINE) UNDER 2" SCH, 40 PVC i UNDER ALL PAVING Wl MIN. OF 24" COVER - PURPLE LATERAL LINE SIZE AS NOTED W/ MIN. 12" COVER; PROVIDE PVC SCH T, SHT. L2.2 1/2" CLASS 315 PVC 40 PIPE LATERAL UNDER ALL PAVING W/ MIN. 3/4"+ CLASS 200 PVC 18" COVER PURPLE PVC SLEEVE, PROVIDE PVC SCH. 40 SLEEVE TWICE THE DIAMETER OF I 'I', SHT. L2.2 I SCH. 40 PIPE CARRIED POTABLE WATER IRRIGATION LEGEND MANUF2. & MODEL DESCRIPTION GPM `; RAD PSI DETAIL F RAINBIRD 5000-S-PL-PC-SAM-1.5, QTR. SHRUBROTOR 1.64 27'-35' s 45 I'G', SHT. L2.2 5000- - - - - S PL PC SAM 4.0 HALF SHRUB ROTOR � 4.01 32-42 45 ,RAINBIRD G SHT. 2.2 L iQ RAINBIRD 5000-S-PL-PC-SAM-1.5, FULL SHRUB ROTOR ! 1.54 27'-35' 45 'G', SHT. L2.2 U4 i RAINBIRD 1812-SAM-I OQ-PCS-040 12" POP-UP 0.40 8'-10' 30 I 'J', SHT. L2.2 s O : RAINBIRD 181 - - - - D 2 SAM 10H PCS 060� „ 12 POP-UP 0.6fl 8-10 3 0 J , SHT. L2.2 0 RAINBIRD 1812-SAM-10E-PCS-125 12" POP-UP 11.25 8'-10' 30 S, SHT, L2.2 '� RAINBIRD 1812-SAM-15Q-PCS-090 12 POP-UP 10.90 I �12-15 130 , � J, SHT. L2.2 fl RAINBIRD 1812-SAM-15H-PCS-125 12" POP-UP 11.25 12'-15' 30 ''S, SHT. L2.2 RAINBIRD 1812-SAM-I5F-PCS-370 12" POP-UP 3,70 12'-15' 30 `J', SHT. L2.2 10 RAINBIRD 1812-SAM-I5SST-PCS-090 12" POP-UP 0.90 4'X15' 30 ;'J% SHT. L2.2 " RAINBIRb 1812-SAM-I5EST-PCS-040 12" POP-UP 0.40 1 4'XI2' 30 'J', SHT. L2.2 • RAINBIRD RWS-BCG TREE BUBBLER N/A 0.25 N/A 30 SYMBOL MANUF. &MODEL DESCRIPTION DETAILI RAIN BIRD PEB ELECTRIC SOLENOID VALVE, SIZE AS INDICATED ` % SHT. L2.2 I WITHIN A PLASTIC VALVE BOX AS PER DETAIL O IRRITROL MC 24 PLUS 24 STATION CONTROLLER A', SHT. L2.2 W/ MVR-FS200-RSE IN A STAINLESS STEEL STRONGBOX ENCLOSURE s0 j RAIN BIRD MOISTURE SENSOR MS-100 IN A STAINLESS STEEL STRONGBOX ENCLOSURE Q RAIN BIRD MOISTURE SENSOR PROBE LOCATION IiI ! MS-100 INSTALL PER MFG'S. RECOMMENDATIONS © RAIN BAD 33DLRC 314" QUICK COUPLING VALVE W/ LOCKING VINYL % SHT. L2.2 COVER IN A8" ROUIND PLASTIC BOX NIBCO T-113 BRONZE GATE VALVE W/ WHEEL HANDLE - LINE SIZE 'C, SHT. L2.2 INSTALLED IN A ROUND PLASTIC VALVE BOX Q WILKINS 500 PRESSURE REGULATOR -LINE SIZE I'C', SHT. L4.2 ' INSTALLED IN A ROUND PLASTIC VALVE BOX Q DATA INDUSTRIAL I FLOW SENSOR -LINE SIZE I i'E', SHT. L2.2 IR220P INSTALLED IN A ROUND PLASTIC VALVE BOX li E GRISWOLD 2000 MASTER VALVE -LINE SIZE 'D', SHT. L2.2 WITHIN A PLASTIC VALVE BOX AS PER DETAIL I FEBCO 825Y i BACKFLOW PREVENTER-LINE SIZE B', SHT. L22 Q I WATER METER I BY OTHERS N/A - - - - I j MAIN LINE PIPING SIZE AS NOTED W/ MIN. 18" COVER; PROVIDE PVC SCH T, SHT. L2.2 2" & LARGER CLASS 315 40 PIPE SLEEVE (TWICE THE DIAMETER OF THE MAINLINE) UNDER 2" SCH. 40 PVC UNDER ALL PAVING W/ MIN. OF 24" COVER I LATERAL LINE PIPING SIZE AS NOTED W/ MIN. 12" COVER; PROVIDE PVC SCH 'I', SHT. L2.2 1/2" CLASS 315 PVC 40 PIPE LATERAL UNDER ALL PAVING W/ MIN. 3/4"+ CLASS 200 PVC 18" COVER 1 PVC SLEEVE, SCH. 40 PROVIDE PVC SCH. 40 SLEEVE TWICE THE DIAMETER OF !'I', SHT. L2.2 PIPE CARRIED VALVE STATION ID QP OVERSPRAY NOTE CONTRACTOR SHALL FIELD ADJUST ALL SPRINKLERS TO ELIMINATE OVERSPRAY ONTO SIDEWALKS, STREETS, DRIVEWAYS AND WALLS. PIPE SIZE;SCHEDULE PRESSURE MAINLINE NON -PRESSURE LATERAL LINE GALLONS PER MINUTE PIPE SIZE GALLONS PER MINUTE PIPE SIZE SCHEDULE 40 PRESSURE MAINLINE CLASS 315 NON -PRESSURE LATERAL LINE 0-3 1/2" 0-6 1/2" 4-8 3/4" 9-12 1" CLASS 200 NON -PRESSURE LATERAL LINE 13-22 1 1 /4" CLASS 315 PRESSURE MAINLINE 11-16 1T", 1-1 17-26 1 1 /4" 23-30 1 1/2'1 27-36 1 1/2" 31-50 2" 37-60 2" 51-70 2 1/2" JLCL 703 16th Street, Suite 100 S n t�" �' dif n' 92101 0 z Uj w a repo, �a or ra tel (619)29E-3150 fax (619) 501-7725 w>nA1v.mlasd Corr: L 2.1 �ArlDscat'E SIC. #404s tirT '`\ DESIGNED BY DRAWN 8Y. CHECKED BY -- EXP.12-31-14 i`n D.M. D.M, D.M. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DAVtDW ., M C ELQUGH PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED 2 LANDSCAPE PLANS FOR: f DATE: o6/1v14_ LANDSCAPE IRRIGATION NOTES AND LEGEND 06-30-2094 �A 9055-G DATE) BY: w Sr LIC. NO. 4048 _ BERRYMAN CANYON ESTATES �rF °F Cr,%-\ � DAVID WILLIAM McCULLOUGH 12131/14 DATE: DATE: � ?.1 % ___ WORK PROJECT NO. PC 01-239 SHEET 15 OF 22 CONSTRUCTION DOCUMENTS, 6-30- SECTION Isl"T \l POP-UP SPRINKLER LEGEND: 1, POP-UP SPRAT' HEAD. 2. FINISH GRADE. 3, PVC SCH. 80 NIPPLE- 4" MIN. LENGTH. 4, PVC SCH. 80 NIPPLE- 6" LONG. 5, LATERAL LINE PIPE AND FITTING. 6. MARLEX 90 DEG. STREET ELL, 7. PVC TXT 90 DEG: ELL. S. WALK OR CURB. NOTE A. USE TEFLON TAPE ON ALL MALE PIPE THREADS. INSTALL TOP OF SPRAY HEAD 1" AWAY FROM CURB OR WALK IN TURF AREAS & 3" IN PLANTING BEDS, SCALE: NONE LEGEND: 1 PLASTIC 1077LE: RAIN BIRD 1401 SERIES 2 12" UV RADIATION RESISTANT PVC SCH 80 RISER 3 PLANT MATERIAL 4 FINISH GRADEITOP OF MULCH 5 UV RADIATION RESISTANT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 6 PVC SCH 40 ELL 7 PVC SCH 40 STREET ELL 8 PVC. SCH 49 TEE OR ELL 9 PVC LATERAL PIPE K I SPP AY HEAD CAN RISER i": T'll Iti [ARE L;tti?:L'vfXiA s':7: ti SIDS- VIEii �L. EEND ii fi 2, FINCH GRADE 3, QUICK 4, 24C. KUSf-IED h3..I`;. 6' DEPTH t{IN. SCH 80 PVC NIPPLE (LrNGii-I SAS Rt;QUIREB,, 6. PVC. 90 DEG. STREET ELL 53CH. 80 T ;N- AIN LINE PIPING 8, iWk Nt! LINE FI-FT1\G. `?. �_I-i Yt1 PVC ?�IPPLI: - Ei" \III\. LFNC�iH 10, 90 DEC. ELL. SCH. 80 T \ F IL ST-NINLFR rEE.EL 4: E 1FPP P��I��\ C_I :A'v1P. 2 ItFQ� J€RED, 12.44X 23" MAN, kFBrAR � .AKE: SECLIR E Al Ql IIC::K COUPLER :& \NIPPL €1 ISER. 13, i_tUk6 Olt. WALK LJ QUICK COUPLER V. - SCALE: NONE SCALE: NONE 1: LEGEND: LEGEND: 1, SHRUB ROTOR 2. FINISH GRADE 3. GALVANIZED BANDS $. € STALL #4 RESAR TO 24" BEL014V GRADE 5, SCH. 84 PVC NIPPLE 6. PVC STREET ELL 7, PVC LATERAL 8. PVC TEE 9. MARLEX STREET ELL P CST R HEAL) ON PUKR. LEGEND: 1. STRIP WIRES APPROX. 5/8" FROM END 2. SLIP BASE SOCKET OVER END OF WIRES 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG FILL CAVITY WITH SEALER 4. PUT CRIMP SLEEVE OVER WIRE ENDS 5, PULL BASE. SOCKET OVER END AS FAR AS POSSIBLE 6. PUSH SEALING PLUG INTO BASE SOCKET 7. PUSH WIRES TO END OF SASE SOCKET 8. RAIN BIRD SNAP-TITE WIRE CONNECTOR WWEE CON LCTIONI 1. PAVING A. 24" 2. BASE ti:Al'ER!AL 8- 30" 3. EA TH SI:RF.4CE C. 3D"D. 6, R. SAND SACKFILL 5. SLEEVED LATERAL PIPE 8, SLEEVE- MAIN LINE 7, CONTROL W€RF,S USE. PVC F€ '4; SLEEVES UNDER PAVING S. RECYCLED WATER DETECTABLE TAPE. ABOVE MAINLINE PIPE i ISTALI_:��T ��? 1 � REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE �_..._.W_ S 12N _ . __.,4f 2f2 . . . ...... .............. I -_.._ 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET E... CAN THE SIDE OF MANCHESTER AVE, O.I MILE SOUTH OF _._ .. _......... --- ; ------- HORIZONTAL _ ; INTERSECTION WITH EL CAhfiINO REAL ~... - ~-~--- _..________.... ..'__e. _ _.._.._.... .._: ...................... ... .....-_-- ...... VERTICAL EL: 37.52 DATUM. NAV088 SCALE: NONE LEGEND: I. EARTH SURFACE 2, ILATEkAz 1.NE 3, FOR LA I ERALS UNDER PARKNG &ROAD SURFACE SEP. "LIN-DER PAVING' 4. MAfN LINE S. CONTROL WIRES T APE Tt? A9A3N LINE EVER' '3U` 5. T WIDE "RECYCLED WATER" I€? TAPE kLE: NONE �4�¢ LRNi>S4R xP Rgch . Ci EXa, 12-31-14 .� ,Zw DAS9U Vti. " M R;ULLOUGH •'� �F Sr4�A, OF CR.i.SF a 2 3 4 10 11 REFER TO , MIN. O s s IRRIGATION 7 7 LEGEND € 5 FLOW3" MIN. FL -- • ;.. o e e ° ° o °a+S,�inoo+a °a°a °o o a 36° • • •s' ?•_c �"'S3" P1F€N. c apO»oa a °ae $a jase sgIIao°aoaea aoaa d4iii _�� _ 24'•NfAX. ' OaQ+ap°°a sa °° ° °aRaOaaai aa0+ a a o a e B ; 6 S 8 6 LEGEND LEGEND. 1. STAINLESS STEEL, LOCKABLE CONTROLLER ENCLOSURE W1 HINGED DOOR. 2. AUTOMATIC CONTROLLER ACUNTED ON ENCLOSURE BACKBOARD, 1. PURPLE RECYCLED WATER RECTANGULAR PLASTIC VALVE BOX Wt BOLT DOWN 3. TO DRAIN. DIREC LIT.}. ONE.VALVE. PER BOX NO EXCEPTIONS. 4. IRECFBURIAL CONTROLVViR£STOCONTROLVAL2i`ES INSTALL BOX AS SHOWN. 5 FINISH GRADE SHALL BE V BELOW BASE IN TURF AND 2" SELOW IN t' GROUND COVER 2. ' ROUTE OR BRAND EACH VALVE NO. INTO LIDS. C. PVC LONG &VVFFP ELL 3. WATERPROOI= SPLICE. 7. OPENING - SAME SIZE AS OPENING fN CONTROLLER SASE. FILL. 4. MASTER CONTROL VALVE NTH 314 DRUBHED ROD K S. 117 VOLT, 60 CYCLE POWER SUPPLY 4VdRES €N CONDU;T. rJ. SCH. 80.PVC NIPPLE LENGTH AS REQUIRED. 9. POURED CONCRETEBASE- 6"MIN. AS REQUIRED BY MANUFACTURE'S 6, COMMON: BRICK -4REQUIRED. INSTALLATIONGUID£EXTEND CONCRETE U4FRONT OFCABINET 7." LOWER LATERAL LIFE Wi SCH. 80 PVC 45 ELBOWS. A SUFPICIENTDISTANCE TO ALLOW UNOBSTRUCTED AREA FOR DOOR TO SWING FREE OF PLANT MATERIAL. S. PEA GRAVEL - 4" DEEP (NO SOIL IN VALVE BOX) 10. ENCLOSURE BASE. EXTEND CONCRETE t" BEYOND ENCLOSURE 9„ TO IRRIGATION CONTROLLER 1" PVC. CONDUIT. BASE OPENING. METAL AL GNMENT TEMPLATE SETS MOUNTING 10. SCHEPUL E 80 PVC. THREADED FITTINGS AT PROPER SPACING. REFER TO €AFGR'S INSTALLATION SPECS, (AS REQUIRED) .. 11, GFI RECEPTACLE & OWOFF SWITCH 11. SEAL CUT-OUTS W! POLYURETHANE FOAM. 12. RAIN SENSOR, PROVIDE RGVR IN STAINLESS STEEL ENCLOSURE 12. FINISH GRADE AASTR- VALVE C,0NTR OLLER. SCALE: NONE SCALE: NONE 2 3 - I - -) 4 tV I IIII[I ' IlI=1T' E I ?' 5 t2 1 2"MIN. Z.� I t ii rll 13 8 18" MIN. l LEGEND: t 1. FLOW SENSOR 2. PURPLE "RECYCLED WATER" PLASTIC VALVE BOX (12" AMETEK OR EQUAL) LEGEND: 3, FIN18H GRADE. 4, MAINLINE 23" OF CLEAN PIPE UPSTREAM OF SENSOR 1. BRASS WYE STRAINER VVl BD MESH B. BRASS NIPPLE-TYP. 2 PLACES 5. BRICK SUPPORT MONEL SCREEN 9. SCH, 40 PVC MALE ADAPTOR-TYP. 6. CALSENSE FLOW SENSOR. 2 SALL VALVE-2 PLACES 2 PLACES 7. 34' DIA. CRUSHED GRAVEL 3. BRASS NIPPLE TYPICAL 4 PLACES "D. BRASS 96 ELL-TYP, 2 PLACES 8. _12" OF CLEAN PIPE DOWNSTREAM OF SENSOR 4. BACKFL.0W PREVENT, OR ASSEMBLY 11,. CONCRETE THRUST BLOCK TYP. 9, 1" IN TURF AREAS 5. BRASS 90 ELL 12. FINISH GRADE 2" IN- SHRUB AREAS B. BRASS NIPPLE-TYP. 2 PLACES 13. TO POINT OF CONNECTION 7. BRASS LIMON-TYP. 2 PLACES 14. FLOW TO SYSTEMS NOT S . INSTALL "RECYCLED V%TER" L+AIARmNG;'IDENTIFK AlnN TAP£ 2. STRAINERS $HALL NOT BE INSTALLED PRIOR TO THE FIRST SHUTOFF VALVE. ui 3, ALL ABOVE GROUND PIPING, WMON, ELBOWS• AND NIPPLES SHALL BE $OLUERED . OR THREADED BRASS-. FLOW SEN-CAR.. BAC.. KFL0'W PP EVENTER. 00 1. PURPLE RECYCLED VATER:PLAVIC VALVE SOX W' LOCKNG COVER 2. FINISH GRADE . 3. SCH 41 PVC MALE ADAPTOR; 4. FLnW TO lItklGti ION SYSTEM, 5, PEA GRAVA 6, DEEP 6. ELF^"'R C CONTROL MILL'-. RMNBIRD:SNAP ,1TP%MRE CONNECTORS 8. RED BRICK-4REQ. - a. CONTRC;, AND COMMON WRES 10. PRESSJRE SUPPLY LINE 11, 'VAIN LINE Ft}?'INGWl SC REINED CUTLET (SUP X SLIP X T£IREADi 12, $OH 88 NIPPLE AS REOWRED 13.THREA6X THREAD F R.F 4 TE CONTROL, VVi\LVE SCALE: NONE SCALE: NONE 1 2 0 18' MAX �U) 4I 'U _N2lQs__ 5 7 I 9. ALL VVRES 1'O BE lNSFALLFD AS PER LOCAL COUC-S 2 PROV€DE EXPANSION COILS ATEACH VNIIRE .. CONNEC i ON €N VALVE BOX. k"AP ACUND VT PIPE.:'9 TIMES + REMOVE PIPE} LEGEND: 3. COMPACT SOR AROUND VALVE SOX TO SA.M.E DENSE' Y AS UNDISTURBED ADJACENT =L. 1. ROUND VALVE BOX 2, FINISH GRADE 3, SALL VALVE 4, PVC MALE ADAPTER-TYP, 5. RED BRICK-4 REQ. 6. PRESSURE MAINLINE PIPE 7, PEA GRAVEL 6" DEEP SCALE: NONE GATE VALVE �� D3 SIGNED 8) #BRAWN BY' CHECKED BY D.M. D.M. MMEN • PLANS PREPARED UNDER THE SUPERt/ISION OFF RECOMMENDED DED DATE:..__. 06111114 4048 BY.. . ... --- LTC, NO. ...... - DAVID WILLIAM MCCULLOUGH EXR 12131/14 DATE: ....f� -�.- SCALE: NONE >SoI?GG�1%Sgdff7��, i�i3�tA9L.`.t�7f>x 9�:.pitiiC0a y 7.26 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. APPROVED LANDSCAPE PLANS FOR; f LANI D�C:�T' . RP .IGATtC�� I�� T ll- 9055_G BY: Ile J BERRYMAN CANYON ESTATES i DATE; J -I� WORK PROJECT NO. PC 01-239 SHEET 16 OF 22 CONSTRUCTION DOCUMENTS. 6-30-14 I ,, .. ...>. '. .�.+—.._ice: • L . 51 .... ... ;_,' • I .. ... ...., �''� i r .. \ _ I 'j'/'� , r ( :, .. ....... �1{ ,.,l. .. 1 yps - 'I , TRA. SFOR FUEL SC FUEL S UPS M©DtFICA Tt0 2�••. - •i � r N , _ _ _ , , I, ONE .- r .. .. - ... ... I .. , .... �� :1 � ++. � ,� �� ..._ _,.. ..._.. - ./ , ._.... ,,;.:- RAT > t r ...t ,, .n .. , 3 t ,.:. ./)(� SHALL .� A FR > . +.. ..... SEE _ + ...._, .-.. BRUSH _ TRAM �liC�AAE� a ess .. :'! .+, S •r MAN . ' .... _ , :.. ,: ,� ' ,. ,r;3 - :,... OF SHRUBD SEE bETOAIL E, � FUEL- SHT, L4.1 ! M € } .. ODIF fC ., ON ^ 5IRC3N. ENCE 1� NOTES ; SHT. L5.1 _ J i E` DETAt _(SEtr D SHE. L4.1 ONS`fRUCT CO RETE LED' .,...... ... , ._ -._... ..,' .... _t.-r� -. Tfl BE REMflVOEU, SEEE 1 i S �. , r- CONSTri"MINED _ . . K:. i' 'C: . ... ... ...:', ... - ' .,.. I...; ... PERMEABLE ., BETUV��N PLANTER � J: �: PiRBORIS'i` REPORT _. C URB' EDGE - .....1 r ' T,tJRFST NE � D AC. f'AVtNG_ � -,£� SHEET L5 2) I � , c ; A x, 'k : :.. ... , :r• a r L. iJRFS�'C�NE :• ...- . �,,. t t`<, TRANSFORMER (TO TRA . ' F ,- G — > . ,...�` ,.�, ...:. , . I �:. , ALL SHRUBS, ,A WITH NASSELLA 4. <., > :�, . .., , \ `� i � ti I _ , ,F r. ..,. J i� _ , AWAY FROM r ±± SHALL (3E 3 :.` PULCHRA'..P ,... 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R&LANt GROUND COVER Is ',JN K�Nll) WHERE AREA ISDI TURBED tt .. ........ .......... . ... .. ....... .............. ... mow MATCHLINE SEE VIEW 1131 MST REPORTSHEET -T "-PLANT GROUND COVER 0. KIN01 '0 : /H.gRE.,AREA -'�18"PU(-'ALYPTUSTREE VIEW fiV . (1N FEET) I INCH = 20 FT. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ------- S N 4/12/21 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET' ON THE SIDE OF MANCHESTER AVE. 0A MILE SOUTH OF ....... .. ----.................... .... ....... ...... . ......... INTERSECTION WITH EL CAMINO REAL HORIZONTAL ....... ................ . .......... . VERTICAL VA .. ..... .................. 1 -7 EL: 37.62 DATUM: NAVD58 MATCHLINE SEE VIEW AI 24" EUCALYPTUS (TO BE REMOVED, SEE ARBORIST REPORT SHEET--L5J) 'Ptus F.T.r. wo4y, TREE T!P BE REMOVED, SEE E ARBORIST "POOT H EET L6.1) T EL(CALYPT-MS REE 7, SEE ARBORIST EUdALy0TUs TRF.E tu BEReMQVFD, SEE ARBORIST op qRT--- HEET L5.1) ry 24='EUCALYPfU& (TO 9E:REMOVED;e SEE a ARBORISTREPORT SHEET 24" EUCALYPTUS (TO SE- REMOVED, SEE ARBORISTREPOKT SHEET REPLANT GROUND COVER ION D) WHERE AREA .36" EUCALYPTUS (I tUR BED (TO BE REMOVED, -SEE , ARBORIST REPORT S14EET: L5.1) 16EUCALYPTUS TREE (TO BE REMOVED, SEE ARBORIST Rr=P HEET L51) x� mob mmw or* ........ .. MATCHLINE SEE VIEW'C' H- 11 VIEW'B' 4�0 -111....'�,�—,.. UTILITY SCREENING NOTE ALL UTILITIES ARE TO BE SCREENED FROM VIEW WITH PLANT MATERIAL. REFER TO DETAIL "E" SHT. L4,1 LIC #4M CrECKED EXP. 12-31-14, APPROVALS D.M. Q.m. CITY OF ENCINITAS ENGIN CA PLANS OPPIDA09:11 UNDER T441Z AZ I: RECOMMENDED APPROVED LANDSCAPE PLANS FOR: 06111/14 DATE: (DATO By� 'o" BY: 4048 47�� OF DAT E: DATE: WORK PROJECT NO. DAVID WILLIAM M H 12/31/14 -EXP. . . . ....... . 1P. 4 . ... . ..... 703 104 Str"t Suite 100 Sar Dievo, calffolnia 82101 tel (61,9)2,96-3150 fax (6 19) 501-7725 Dwmv mlasd com ^ r%/. . ING DEPARTMENT DRAWING NO. L-\NDSCAPE PLANTING PLAT BERRYMAN CANYON ESTATES PC 01-239 9055-G SHEET 18 OF 22 NATIVE REVEGETATION AREAS FIRE CODIFICATION ZONES ALL PLANTING AND SEEDING IN THE NATIVE AREA SHALL BE INSTALLED DURING THE FALL AND EARLY WINTER OF THE SAME YEAR. NO PLANTING SHALL BE STARTED BEFORE OCTOBER 13T, AND ALL PLANTING SHALL BE COMPLETED BEFORE DECEMBER 31 OF THE SAME YEAR. IF CONSTRUCTION EXTENDS BEYOND THE ALLOCATED TIME FOR HYDROSEEDING THE CONTRACTOR SHALL APPLY A TEMPORARY FIBER (MATRIX COVERING UNTIL SUITABLE SEASON FOR HYDROSEED AS STATED ABOVE. BACKFILL FOR CONTAINER PLANTS IN NATIVE REVEGETATION AREAS SHALL BE 75% BY VOLUME SITE SOIL FREE OF ROCKS LARGER THAN ONE INCH IN DIAMETER, AND ALL OTHER DEBRIS, AND 25% BY VOLUME TERRABLEND COMPOST, NOFERTILIZER APPLICATIONS WILL OCCUR WITIN THE NATIVE REVEGETATION AREAS DURING PLANTING THE ENTIRE MAINTENANCE PERIOD OP. AT ANY OTHER TIME NATIVE REVEGETATION SEEDING THE WORK SHALL CONSIST OF APPLYING 2 SEPARATE APPLICATIONS OF EROSION CONTROL MATERIALS TO AREAS ON THE PLAN AND AS DESIGNATED BY THE LANDSCAPE ARCHITECT. THE APPLICATIONS SHALL CONFORM TO THE FOLLOWING: FIRST APPLICATIONS — LEGUME SEED SECOND APPLICATION — BONDED FIBER (MATRIX, SEED (EXCEPT LEGUME), COMMERCIAL FERTILIZER, AND WATER. MATERIALS: SEED - LEGUME SEED SHALL BE PELLET -INOCULATED WITH A VIABLE BACTERIA COMPATIBLE FOR USE WITH THAT SPECIES OF SEED. ALL INOCULATED SEED SHALL BE LABELED TO SHOW THE WEIGHT OF SEED, THE DATE OF INOCULATION, AND THE W51GHT AND SOURCE OF THE INOCULANT MATERIALS. THE INOCULATION SHALL BE AS PROVIDED IN BULLETIN 842 "RANGE -LEGUME INOCULATION AND NITROGEN FIXATION BY ROOT -NODULE BACTERIA„ OF THE UNIVERSITY OF CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES, AND SHALL BE ADDED AT THE RATE OF 5 POUNDS OF INOCULANT BACTERIA PER 100 POUNDS LEGUME SEED. LEGUME SEED MAY BE PELLET -INOCULATED BY METHODS OTHER THAN THE PROVISIONS IN SAID BULLETIN 842 PROVIDED THE FOLLOWING CONDITIONS ARE FULFILLED: THE METHOD OF INOCULATION SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INOCULATING THE SEED. INOCULANT SHALL BE ADDED AT THE MINIMUM RATE OF 5 POUNDS OF INOCULANT BACTERIA PER 100 POUNDS OF LEGUME SEED (EXCLUSIVE OF ADHESIVE MATERIAL TO SECURE THE INOCULANT TO THE SEED). COMMER€CALLY INOCULATED LEGUME SEED SHALL BE DELIVERED TO THE .SOB SITE IN UNOPENED SEPARATE CONTAINERS. A SAMPLE OF NOT LESS THAN 2 OUNCES NOR MORE THAN 4 OUNCES OF INOCULATED SEED WILL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR ACCEPTANCE FROM THE SEED CONTAINERS FOR EACH LEGUME. LEGUME SEED SHALL CONSIST OF THE FOLLaNING' BOTANICAL NAME COMMON NAME LBSIAC. MIN. %tl PURITY ! MIN. %GERMINATION LOTUS SCOPARIUS DEEP,WEED 6 9L 70 SEED TO BE USED IN THE SECOND APPLICATION SHALL CONSIST OF THE FOLLOWING: BOTANICAL NAME COMMON NAME LBSJAC. MIN. %PURITY/GERMINAT€•ON ACHILLEA MILLEFOLIUM YARROW 2 98/70 ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW 4 86f6O ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY 2 _ 98/75 HELIANTHEM .€M SCOPARIUM ROCK ROSE 2 90/50 MIMULUS PUNZEUS MISSION RED MONKEYFLOWER € 3 2155 LUPINUS BICOLOR DOVE LUPINE 4 98180 T GLR (TYP) T TRUM TEXANUM @ 30" O.C. I UTILITY BOX/METER BOX[ ETC. L I UTILITY SCREENING SCALE: NONE TREE LEGEND SYM. DESCRIPTION SIZE REMARKS QTY CO CERCIS OCCIDENTALIS 24" BOX MULTI 43 WESTERN REDBUD HA HETEROMELES ARBUTIFOLIA 24" BOX MULTI 29 TOYON QA QUERCUS AGRIFOLIA* 24" BOX STD. 0 ` 67, COAST LIVE OAK SM QUERCUS ENGELMANNII 36" BOX STD. 1 ENGELMAN OAK ET EXISTING TREE N/A 35 *TREE GROWS AT MATURITY TO 25'-70' TALL BY 25'-45' W€DE, TRUNK CALIPER AT 4FROM GRADE MAY REACH 24"-36" IN DIA. FIRE RETARDANT PLANT 1�ATERIAL LEGENE _SYM. DESCRIPTION SIZE EROSION CONTROL SEEDING (FOR MANUFACTURED SLOPES ONLY) ALOE STRIATA 1 GALLON AT THE WORK SHALL CONSIST OF APPLYING ONE APPLICATION OF SEED MIX. MATERIALS TO ALL SLOPES THREE (3) El CORAL ALOE 18" O.C. FEET IN HEIGHT OR GREATER WITHIN RESIDENTIAL LOTS AS INDICATED ON THE PLAN, AND AS DESIGNATED IN THE 1 GALLON AT FIELD BY THE LANDSCAPE ARCHITECT. MIMULUS SPECIES MONKEYFLOWER 30" O.G. MATERIALS: SYSINRINCHIUM BELLUM 1 GALLON AT SEED — SEED TO BE USED SHALL CONSIST OF THE FOLLOWING: BLUE EYED GRASS 12" O.C. BOTANICAL NAPAE COMMON LBSJAC. NAME MIN. % PURITYfGERMINATION I LUPINUS BICOLOR DOVE 4 LUPINE 98/80 ESCHSHCHCIZIA CALIFORNIACA CALIFORNIA ! 2 POPPY 98175 LOTUS SCCPARIUS DEERWEED 6 90/70 ViG€lIERA LACINIATA SAN DIEGO 1 8 SUNFLOWER 70/60 I TOTAL 20 LBS.fAC. - - — NATIVE SLURRY SIX PRODUCT LBStACRE. "CONWED" 100% WOOD FIBER 2000 "ECOLOGY CONTROLS" M-BINDER 150 15 —15 —15 FERTILIZER 200 Seed Mix can be obtained through: S & S SEEDS P.O. Box 1275 Carpinteria, CA 93014-1275 Ph: 805.684.0436 Fax: 805.684,2798 wm,ss-seeds,com Note: Slurry mix is provided for bid purposes only, contractor shell verify requirements with the soils report and comply. REVISIONS APPROVED DATE I REFERENCES ROSMARINUS OFF ICI NALIS'COLLINGWOOD` 1 GALLON AT ROSEMARY 30" O.C. BACCHARIS PILULARIS'PIGEON POINT' 1 GAL. AT DWARF COYOTE BRUSH 18" O.C, CISTUS'SUNSET' 1 GALLON AT ROCK ROSE 30" O.C. ALOE BREVIFOLIA CUTTINGS AT SHORT CLUMP ALOE 12" O.C. DRIFTS CEANOTHUS GRISEUS HORIZONTALIS 5 GALLON AT 'YANKEE POINT', WILD LILAC 8' O.C. ALOE ARBORESCENS 1 GALLON AT TORCH ALOE T O.C. ZAUSCHNERIA CALIFORNICA UVAS CANYON 1 GALLON AT SAN JOSE CALIFORNIA FUCHSIA 30" Q.C. E MIX N/A (SEE MI {SEE MIX THIS SHEET) EROSION CONTROL SEEDING N/A (SEE MIX THIS SHEET) MUHLENBERGIA RIGENS SEEDED DEER GRASS AREA - EXISTING PLANTINGS N/A aUNDISTURBED TO REMAIN, NO IRRIGATION CARER PRAEGRACILIS 1 GALLON AT wr f- CALIFORNIA FIELD SEDGE 301, O.C. JUNCOS PATENS 1 GALLON AT COMMON RUSH 24" O.C. -�pNDSCAAF R J ,U EDGE OF PLANTING AREA f� r�- O O —•- O O r 0-0-0-0-0 NOTE: ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SHRUB/GROUND COVER SPACING SCALE: NONE LEGEND 1. 2" X 2" TUBE STEEL POST AT V-0" O.C. MAX. SPACING. POST SHALL BE SET IN 2 1/2" SQ. TUBE STEEL SLEEVE INSTALLED IN FOOTING POR-ROK POST INTO SLEEVE. 2. 5/8" TUBE STEEL PICKETS AT 4" Q.C. 3. 12" DIAMETER X 18" DEPTH CONCRETE FOOTING, SLOPE TOP AWAY FROM POST. 4. FINISH GRADE 5.2" X 2" TUBE STEEL RAIL - TOP AND BOTTOM TYP. NOTE: ALL STEEL MEMBERS SHALL BE SHOP WELDED; GRIND SMOOTH. REMOVE ALL SLAG AND SPLATTER PRIOR TO PRIMER AND PAINTING. ALL METAL SHALL BE PAINTED WITH: - PRE -PRIME 1 COAT RUST INHIBITER (DIPPED) - 1 SHOP PRIMER - ZINC PRIMER - 1 FIELD PRIMER - GREY PRIMER - 2 FINAL COATS COLOR TO BE FRAZEE AC140N MISSION BROWN I RON FENCE SCALE: NONE z VINE LEGEND KECKIELLA CORDIFOLIA SUBSPICATA 5 GALLON AT HEART -LEAVED PENSTEMON DISTICTIS BUCCINATORIA 5 GALLON AT BLOOD -RED TRUMPET VINE tPARTHENOCISSUS TRICUSPIDATA 5 GALLON AT BOSTONIVY VINE'S TO BE PLANTED ALTERNATELY 10' O.C. VINE'S AT MAJURITY WILL ADEQUATELY SCREEN THE WALLS THEY ARE PLANNED TO BE APPLIED TO. DATE BENCHMARK SCALE e� LIC.#4048 y'T DESIGNED BY DRAWN BY CHECKED BY „' EXP_ 12-31-14 F' " - - r, D.M. D.M D.M. DAVitr W 2.5" BRASS DISC €N NE CORNER OF DRAINAGE CURB INLET M tULLOUG» ,I PLANS PREPARED UNDER THE SUPERVISION OF ON THE SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF HORIZONTAL 06/11f14 INTERSECTION WITH EL CAMINO REAL DATE: _ (DATE) VERTICAL srgr P..' LIC.NO- 4048 -_ EL: 37.52 DATUM: NAVD88 e of Da+�� DAVID WILLIAM MCCULLOUGH' 12f31[14 --- EXP. APPROVALS RECOMMENDED APPROVED BY: MA... BY: DATE: DATE: 1> '/.9 _...... A I SHRUB PLANTING 2 1 ••� 'may 4 V PREVAILING WIND LEGEND: 1. CENTER TREE IN BASIN, SET CROWN 1" ABOVE GRADE 2. BASIN, 2" DEEP MULCH PER SPECIFICATIONS 3. 2"X10' STAKES PER SPECIFICATIONS 4. TREE CINCH TIES PER SPECIFICATIONS 5. TEMPORARY 3" BERM 6. PLANT TABLETS PER SPECIFICATIONS 7. BACKFILL PER SPECIFICATIONS 8. UNAMENDED NATIVE SOIL BACKFILL FIRMED TO SUPPORT PLANT 9- ROOTBALL 10. SCARIFY EDGES OF PLANT PIT 11. EXISTING SLOPE 12, TAPER 1: 1 MAX. CUT SLOPE AT PLANT PIT 11 NOTES: a Lu A. REMOVE STAKE WHICH COMES WITH X PLANT FROM NURSERY B. PLACE PARALLEL TO CURB OR r WALK WHERE POSSIBLE C. ON SLOPES PLACE STAKES ON EITHER SIDE OF TRUNK AT SAME ELEVATION D, IN FLAT AREAS, PLACE STAKES ON EITHER SIDE OF TRUNK PARALLEL TO PREVAILING WINDS B � TREE PLANTING LEGEND: 1. BACKFILL MIX, (SEE SPECS,) 2. TAPER I : I MAX. CUT SLOPE AT PLANT PIT 3. FERTILIZER TABLETS (SEE SPECS.) 4. PERMANENT BASIN 5. PUDDLE AND SETTLE BACKFILL PRIOR TO PLACEMENT OF SHRUB b. EXISTING SLOPE 7. 2X WIDTH OF ROOTBALL 8. ROOTBALL 9. MIN, I V2X ROOTBALL DEPTH SCALE: NONE SCALE: NONE 703 16th Street, Suite 100 San Diegau, California 92101 tel (619)296-3150 fax (619) 501-7725 wJvnvmlasd.com L4.1 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. LANDSCAPE PLANS FOR: LANDSCAPE PLANTING NOTES, LEGEND, & DETAILS 9055-G BERRYMAN CANYON ESTATES WORK PROJECT NO. PC 01-239 1 SHEET 19 OF 22 CONSTRUCTION DOCUMENTS. 6-30-14 PLANTING NOTES REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING ANDOTHER PLANTING INFORMATION. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK, ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES, LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WiTH DAMAGED UTILITIES, LOCATION OF N.I.0 CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON -SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPRCVAL PRIOR TO IMPORTATION, SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. AFTER ROUGH GRADES HAVE BEEN ESTAB; RHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION )' HAVE SAMPLES TESTED BY A CERTIFIED AGRONOMIC SOILS TESTING LAB, FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. IF LOCATIONS FOR SOILS TEST ARE NOT FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAID LOCATIONS PRIOR TO BEGINNING .ANY WORK. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES, LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHFUL APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR OWNER. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER's AUTHORIZED REPRESENTATIVE. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON -CENTER SPACING. INSTALL GROUND COVER ANDlOR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. PROVIDE FERTILIZER TABLETS FOR EACH CONTAINER GROWN PLANT 1 GALLON AND LARGER PER SPECI FiCATIONS. NO FERTILIZER SHALL BE UTILIZED ON LOT 12, FOR ALL TREES WITHIN 6-0" OF PAVING, INSTALL ROOT BARRIER ALONG PAVING EDGE BY DEEP ROOT CORPORATION (800) 458-7668. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN, LIST ON THE PLANT MATERIAL GUARANTEE ALL EXISTING TREES THAT HAVE HAD WORK PERFORMED WITHIN 5' OF TRUNK. DURING THE LENGTH OF THE GUARANTEE PERIOD BE RESPONSIBLE FOR PROPER STAKING ANDIOR GUYING OF TREES TO ENSURE STABILITY. MULCH ALL LANDSCAPE AREAS HAVING LESS THAN A 2:1 SLOPE WITH A')" DEEP LAYER OF'MEDIUM GRIND BARK MULCH. GENERAL REQUIREMENTS A. Contractor's Duties: I 1. Except as specifically noted, provide and payfor: a. Labor, materials and equipment. b. Tools; construction equipment and machinery. c. Water,, heat and utilities required for construction. d. Other facilities and services necessary for proper execution and completion of work. 2. Pay legally required sales, consumer, and use taxes, 3. Secure and pay for, as necessary for proper execution and completion of work and as applicable at time of receipt of bids: a. Permits. b. Government fees. c. Licenses. 4. Give required'notices. 5. Comply with«codes, ordinances, rules, regulations, orders and other legal requirements of public authorities, which bear on performance of work. Nothing in these Drawings or specifications is to be construed to permit work not conforming to these codes. 6. Promptly submit written notice to Landscape Architect of observed variance of Contract Documents from legal requirements. In the event that no notice is provided, Contractor shall assume responsibility for any Work performed that is contrary to such requirements. B. Contract Limits: These documents are not intended to set limits between trades unless specifically so. stated. The Owner will determine what work will be done and by whom. C, Verification: The Owner and the Contractors shall visit and inspect the site and familiarize themselves with site conditions, and study these documents fully before agreeing to work on the Project. Their agreement to work on the job constitutes verification that has so studied the site and the documents. D. Documents: 1. The Drawings, are necessarily schematic and do not purport to show complete situations. The Drawings, Specifications, and Addenda are complementary; what is called for by one is as called for by all. The Drawings, Specifications, and Addenda must always be together. 2. Do not scale from Drawings. E. Errors, Omissions, Discrepancies, or Adverse Conditions: 1. When errors, omissions or discrepancies in the documents, or adverse job conditions become apparent, immediately bring them to the attention of the Owner, 2. The Owner shall immediately, and in writing, bring to the attention of the Landscape, Architect any adverse job or site conditions, or any errors, omissions, or discrepancies in the documents or other landscape architectural services. Those not so reported remain the responsibility, of the Owner. The Landscape Architect is not necessarily responsible for those that are not reported. F. Changes: The Owner shall notify the Landscape Architect of changes in the job and pay an extra fee for the Landscape Architect's analysis of the changes and/or for changing the documents. G. Manufacturer's Directions: Fallow manufacturer's printed directions and detailed drawings in all cases where the manufacturer of.articles used in the Work Furnishes directions covering points not shown in the Drawings or described in the Specifications. H. Substitutions: Materials not shown or specified herein shall be as specified by the Owner. Substitutions must be verified in writing by the Owner. I. Materials and the Work, 1. Store materials to prevent vandalism or deterioration and as directed by the Owner. 2. Protect materials before, during, and after installation. J. Cleaning: Each contractor shall clean his work, adjacent work affected by his actions, and his work area.as directed and to the satisfaction of the Owner. 02200 EARTHWQRK In addition to these docurents, comply with civil and/or structural engineering documents, including the soils report, as directed by the Owner. A. Dust: Moisten surfaces to control dust to the Owner's satisfaction. B. Finish Grading: 1. Tolerances: 0.1 foot of the indicated grade. 2. Make finish grade smooth, uniform, and free of abrupt grade changes and depressions to insure surface drainage. 3. Slope grades away from buildings at 1:48 (2%) minimum slope for at least five feet from buildings. 02441 LANDSCAPE IRRIGATION SYSTEM A. Explanation of Drawings: Due to the scale of the Drawings, it is no possible to indicate all offsets, fittings, sleeves and other components, which may be required. Carefully investigate the structural and finish conditions affecting the work and plan work accordingly -Finish such fittings and components as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. Install the work in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. Equipment shown in paved areas;is for design clarification only. Install such equipment within planted area whenever possible. Do not willfully install irrigation system as shown on the Drawings when it is obvious in the field that unknown obstructions, grade differences or discrepancies In.,the area dimensions exist that might not have been considered in engineering. B. Record and As -Built Drawings: Provide Owner with a reproducible set of "As -Built Drawings" C. Guarantee: . Guarantee the landscape irrigation system for a period of one year. Provide a written statement of guarantee to include, at a minimum: 1. Irrigation system furnished and installed is free from defects in materials and Workmanship, and the work have been completed in accordance with the Drawing and Specifications, Ordinary wear and tear and unusual abuse, or neglect expected. 2. Agree to repair or replace any defects in material or workmanship, which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing: or replacing of such defects at no additional cost to the Owner. 3. Make such .repairs or replacement within a reasonable time after receipt of Written notice from the Owner. If unable to make such repairs or replacement said reasonable time, authorize the Owner to proceed to have said repairs or replacements made at the Contractor's expense. Contractor to pay the cost and charges therefore upon demand. Use all means necessary to protect irrigation system materials before, during and after installation, and protect the installed work and materials of all other _ trades. 11 4AtJascq eo In the event of damage, immediately make all repairs and replacements necessary, to the approval of the Owner and at no additional cost to the Owner. E. Minimum Requirements For Piping and Fittings: 1. Asbestos cement: Class 150, AWWA C400' 2. Cast-iron €ittings for ACP; ANSI 21.10 and AWWA C110 3. Galvanized steel: Schedule 40, galvanized mild steel screwed:pipe. 4. Galvanized malleable iron fittings: ANSI B-16.3 5. Hard drawn copper Type K: ANSI B26.1 and ASTM 888. . 6. Wrought copper or bronze solder fittings: ANSI B-16.22. Solder 50/50 tin/lead. 7. PVC constant pressure main line piping 2 inches and larger: Rubber - ring joint, PVC class 160; solvent weld joint, PVC class 315: 8. PVC constant pressure main line piping 1 Y2 inches and'smaller: Solvent weld joint, PVC Class 200, Schedule 40 where indicated. 9. PVC intermittent pressure lateral line piping: Solvent weld joint, PVC 200, Schedule 40 where indicated. 10, PVC fittings: PVC Schedule 40 solvent weld and factory manufactured, or Schedule 40 with rubber ring joint.. F. PVC piping: . 1. Install PVC Plastic pipe and fittings below grade. 2. PVC pipe: NFS-approved Type 1, Grade.I compound conforming to ASTM D 1784. 3. PVC Schedule 40 and Schedule 80 pipe: ASTM D 2466. 4. PVC Class 160, Class 200, and Class 315 solvent weld and Ring-Tite pipe: ASTM q 2241. 5. PVC Solvent cement: ASTM D 2564. 6. UVR-PVC: Where called for, on grade pipe shall be UVR-PVC pipe anchored @ 10 feet intervals. Install as per'. manufacturer's recommendations. G. Gate Valves and Valve Boxes. 1. Use gate valves of the same size as the pipe fines in which they are installed. 2. For sizes 2 inches and smaller: 150 pound saturated steam rated; brass body ASTM B 62- screw joints; non -rising stem; screwed bonnet; solid disc; malleabie iron "tee" handle or hand wheel. 3. For sizes 2-1/2 inches and larger: 200 pound O.vV,.G.; 1r6n body ASTM A 126 Class B; flanged joints; non -rising steim; boltdd'bonnet; double disc type; equipped with square operating nut. 4. Provide two operating keys for valves buried 1$ inches or deeper. 5. Valve Boxes: Lock lid type, adjustable 8 inches I.D.`concrete sleeve With cast iron lid in paved areas. Plastic -'with bolt down lid in planted areas. All shall be marked with "PRV", "RVC", or "GV" respectively, with control station numbers for control valves stenciled, in white on the valve cover. H, Backflow Prevention: 1. Use type as indicated on the Drawings. ' .. 2. All piping between point of connection and back -flow prevention unit to be of material as required by local code and/or. County Health Department. . 1. Check Valves: Anti -drain valves shall be of heavy-duty virgin PVC or brass construction with F.I.P. thread inlet and outlet. Internal parts shall b6,field adjusted 11 against drain out from 5 to 40 feet of head. The anti -drain Valve;where indicated on plans, shall have an excess flow feature, which automatically stop the flow of water when it exceeds the G.P.M, preset by the manufacturer. The anti -drain valve shall automatically reset itself when the water pressure is relieved. Anti -drain and .excess flow.valve shall be similar to Valcon AOV-XS, Rainbird SM-1, or approved equal. J. Control Wiring: 1. Use direct burial copper wire AWG-U.F. 600 volt.:for connections between the automatic controller and the electric-critrol valves. No wire size less than #14, Use black color Are for pilot, white for common. 2. 120 volt Are shall be per local code as to type and quality. 3. Install wiring along same route as pressure supply or lateral lines wherever possible. 4. Where more than one wire is placed in a trench, tape wiring together at ten foot intervals. 5. Provide an expansion curl within three feet of each wime ennirection. 6. Make splices with Scotch -Lock #3577 Connector Sealing; Packs or Pen -Tice wire connectors. Use one splice per connector u6ling.pack. Field splices will not be permitted. - K. Sprinkler Heads: , 1, Use sprinkler heads of the same size, type, and same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings. 2. All sprinkler heads of the same type to be of the same: manufacturer. 3. Install in the riser nipple of each impact sprinkler one line sized VAL COM #ADV Anti -Drain Valve. L. Water supply: 1. System design is based on minimum operating pressure shown at each point of connection. Maximum GPM demand specified, Verify all pressure on site prior to construction. M. Electrical supply: . 1. 120 volt electrical power outlet for automatic controller ta-lba provided by others. Make required connection of automatic controller outlet. N. Installation: 1. Prior to all work of this section, carefully, inspect the installed work of all others trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that the irrigation system will be installed in strict, Accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. 3. Verify all field conditions including property lines, rights of way, tract boundaries, easements, and any other legal or physical element as required for the successful completion of the project.' 4. Trenching a. Provide a minimum of eighteen inches cover for all pressure supply lines. b. Provide a minimum of twelve inches cover frig all intermittent pressure lateral lines. c. Provide a minimum of eighteen inches cover for all control wiring, d. Do not backfill trenches until all required tests are performed. e. Carefully backfill trenches with approved material. Unsuitable material, including clods and rocks over 2 %" in size, shall be removed from the premises and disposed of legally, at no cost to the Owner. 5. Trenching and Backfill Under Paving: a. All pipe under paved areas to W PVC Schedule 40 installed prior to paving. b, In addition to control wire sleeves shown on the Drawings, install wire sleeves of sufficient size under all paved areas prior to paving. c. Backfill trenches with six inches of sand below pipe and three inches above pipe and compact in layers fo 95% relative compaction. d. Pressure test all piping under paving prior to paving work. e. Piping required under existing pavement shall be installed by jacking, boring, or hydraulic driving except that no hydraulic driving will be permitted under asphaltic concrete pavement f. Where cutting or breaking of existing pavement is necessary, secure permission from the Owner before cutting or breaking the pavement and then make all necessary repairs and replacements to the approval of the Owner and at not additional cost to the Owner. 6. In addition to control Are sleeves shown on the Drawing, install Are p41 9� sleeves of sufficient size under all paved areas prior:to paving. 7. Electric Control Valves: a. Install valves as shown in the Drawings. When grouped together, allow at least twelve inches (12") between valves, minimum six inches (6") from any walk or structure. b. Install each valve in a separate valve box. Valve boxes installed near walks, curbs, header boards, or paved areas shall about and set flush with the top of these surfaces. c. Quick coupling valves shall be set approximately twelve inches (12') from walks, curbs, header boards, or paved areas, where applicable. 8. Flush irrigation system piping prior to installation of sprinklers heads. 9. Install the sprinkler heads as designed on the Drawings. Do not exceed maximum spacing of heads indicated on Drawings and in no case exceed the maximum recommended by the manufacturer. O. Field Quality Control: 1. Flush and adjust all sprinkler heads for optimum performance and to prevent over spray onto walks, roadways, and buildings as much as possible. Select the best degree of arc to fit exciting site conditions. 2. Set all sprinklers heads perpendicular to finished grades unless otherwise designated on the Drawings. . 3. Testing of Irrigation System: a. Before testing, fill the line with water for a period of at least 24 hours. b. Perform coverage test in the presence of the Landscape Architect to verify if the water coverage for planting areas is complete and adequate. c. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch, and prove watertight. Sustain pressure in lines for not less than (2) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. d. Pressure test all piping under paved areas under hydrostatic pressure of 150 pounds per square inch, and prove watertight, prior to paving. e. All hydrostatic tests shall be made only in the presence of the Landscape Architect or other duly authorized representative of the Owner, Do not place backfill until tests have been approved. f. Furnish necessary force pump and all other test equipment. g. Upon completion of each phase of work, test and adjust entire system to meet site requirements. z 4. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven (7) days prior to planting. The Landscape Architect reserves the right to waive or shorten the operation period. 02950 LANDSCAPE PLANTING A. Soil Suitability and Fertility Analyses Report: 1. In addition to these documents, comply with the recommendations of the Soil Suitability and Fertility Analyses Report, as directed by the Owner. 2. Where no soils report is available, obtain an agronomic soil test after rough grading has been completed. Soil test shall be made by the Butler's Mills Inc., San Diego, CA (618) 263-6181 at the Owner expense. Send copy of the soils report and recommendations to -the Landscape Architect. Report shall include specific recommendations for: a. Soil amendment, fertilizer and chemical conditioner applications rates for soil preparation. b. Plant pit backfill mix. c. Auger hole requirements (where applicable). d. Post -planting maintenance fertilization. ' B. Quality Assurance: 1. Furnish plant materials certified by State or Federal Department of Agriculture to be free from hazardous insects or apparent disease. 2. Furnish plant materials inspected by Landscape Architect at the growing site and tagged or otherwise approved for delivery. Inspection at growing site does not preclude right of rejection at construction site. C. Submittals: 1. Submit delivery slips for materials to the Owner to verify specified quantities of soil amendments, fertilizers, mulch or any other bulk deliveries. , 2. Seed mixture: Furnish dealer's guarantee statement of composition, mixture, purity and germination. D. Product Delivery, Storage and Handling. 1. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trademark and conformance to state law. 2. Deliver plant material with legible identification labels. 3. Protect plant material during delivery and while on site to prevent damage to root ball or desecration of leaves. 4. Maintain and protect plant material not be planted within four hours of delivery. 5. Remove unacceptable plant material from jog site immediately. E. Job Conditions: 1, Perform actual planting only when weather and soil conditions are suitable in accordance with locally acceptable practice. F. Substitutions: 1. Substitute plant material for the indicated plant material will not be permitted unless specifically approved in writing by the Landscape Architect. G. Guarantee: 1. Guarantee boxed and field grown trees to "live and grow' in an "acceptable, upright position" for a period of one year after completion of the specified maintenance period and final acceptance. Definition of 'live and grow' and "acceptable, upright position" shall mean that the tree must, during the guarantee period, sustain a healthy and vigorous appearance. If the tree, during this guarantee period, does not sustain this appearance, remove and replace it with a tree equal to the original specifications. Replace or repair any damage to contiguous planting, structures, lighting or irrigation systems during replacement operations. 2. Guarantee all cuttings, sod and container plant material up to and including 15-gallon size as to growth and health for period of 90 days after the completion of the specified maintenance period and final acceptance. 3. Remove and replace all guarantee plant materials for which for any reason fail to meet the requirements of the guarantee within 15 days of written notification by the Owner. Replace with plant material originally specified and provide original guarantee. H. Plant Establishment Period: Minimum 90 calendar days to be completed before the Landscape Architect will recommend acceptance by the Owner. . L Topsoil: 1. Use natural friable soil of region, free from lumps, clay, toxic substances, sticks, debris, vegetation, stones over one inch ,in minimum dimension and containing no discompose stone, salts, alkali, herbicides or noxious weeds. 2. Silt phis clay content not to exceed 15% by weight. 3. Boron content not to exceed 1 PPM as measured by the saturation extract. k 4. Sodium absorption ratio (SAR) not to exceed six and electrical conductivity.of the saturation extract not to exceed 3.0 millimoles per centimeter at 25 degrees centigrade. 5. import topsoil: Furnish and install per recommendations of soil report. J. Organic Amendment: 1. Nitrogen Stabilized: ` a. 0.4 to 0.6% N based on dry weight for redwood sawdust. . , _---------- p �r � g �j �+; : REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE i 1:�: IX'44048 .', DESiGNEDBY _._.� __ DRAWNBY W_ CHECKED BY SZN 4/12/21 wc' „ c� D.M. D.M. D.M. f, ' M�VIDw - , v �A ____.__ _ _ ___._. �t�ouaN PLANS PREPARED UNDER THEUF'ERVISION O ON THE EICF MANCHESTER AVE�o.AIMILE SOUTH OF ET • I - _. i .... _ __ ............. ...... INTERSECTION WITH ELCAMINORF�L HORIZONTAL__.Rw.r•�r • -..--.-... ------ --..------ ----- ' 06I11/14 -.... DATE: a os� re�a ................. ....... .................- ... ... ..-...._-- I. ............................ . --------....-..._,...... _------------ - -----.....--------- VERTICAL t ...._�' .o- 404$ s qr _..... ..- - _.. _ _... ._. _.. _ ..._ .....,_.. _ _ r F Of ,A.\F LIC. NO. EL; 37.52 DATUM: NAVD88 DAVID WILLIAM MGCULLOUGH EXP. ,. 12/31/14 APPROVALS RECOMMENDED APi�ROVED ,"�Z- .,-.AA-. omqt-�� BY: BY: DATE: ___4td:.A5__. DATE: '/ ----- b. 0.56 to 0.84% N based on dry weight for fir or cedar sawdust. c. 0.8 to 1.2% N based on dry weight for fir or pine bark. 0 2. Particle Size: a. 95-100% passing 6.35mm (114) standard sieve. b. 80-100% passing 2.38mm (No. 8, 8mesh) standard sieve. c. 0-30°10 passing 500 micron (No. 35, 32 mesh) standard sieve. 3. Soluble Salts: a. Maximum 3.5 mill imoles/centimeter @ 25 degrees centigrade as determined by the saturation extraction method. K. Organic Soil Conditioner with Fertilizer: 1. Use Gro-Power-Plus as manufactured by Southern California Organic Fertilizer Co. (213) 245-6849. L. Commercial Fertilizer: 1. Use commercial fertilizer, uniform in composition, free flowing, 0 conforming to state and federal laws, and suitable for application with equipment designed for that purpose. 12-12-12 unless otherwise indicated. 2. Where indicated, use Agriform Plant Tabs 20-15-5, 21 gram tablets at 1111111111111111111 rate prescribed in manufacturer's written specification. M. Plant Material: 1. Use plants of variety and size as indicated on Drawings. 2. Tag one each of each bundle or lot with the plant name in accordance with the recommendations of the American Association of Nurserymen. 3. Use plants that have a habit of growth that is normal to the species, are sound, healthy, vigorous and free from trisect pests, plant diseases, sun scalds, fresh abrasions of the bark, excessive abrasions or other object ional disfigurements. Tree trunks to be sturdy and well hardened off. 4. Use plats which have normally well developed branch systems and vigorous and fibrous root systems which are not root or potbound. 5. Palms - Any palms indicated on the plans shall be furnished by the 0 contractor in a "Skinned" Trunk condition unless otherwise noted or indicated otherwise by the Landscape Architect. N. Tree Stakes: (Refer to Drawings for appropriate type condition) IIIIIIIIIIIIII 1. Copper Naphthanate Green Color impregnated Lodge Pole Pine: a. 10 feet long for 5 gallon and 15 gallon. b. 12 feet long for 24 box and larger. 2. Steel Pipe Stakes: a. 2", (2318" O.D.) Schedule 40 galvanized steel pipe. b. 10'-6 long with cap. Paint flat black. 3. Tree Ties: - a. Single stake: Cinch -Tie as manufactured by V.I.T. Company. b. Double stake: Twist -Brace as manufactured by V.I.T. Company. 0. Vine Ties: 1. Clear plastic disc with eye to receive green plastic covered vine ties. Secure disc to surface with approved adhesive. P. Herbicides: 1. Pre -emergent and/or contact herbicides to be provided and applied a only as per the recommendations of a licensed pest control gent. Q. Gravel Sumps: 1. sa" tot" diametor sharp crushed rock gravel R. Hydraulic Seeding Materials: 1. Fiber: Cellulose fiber. Conwed Hydro Mulch or Silva Fiber. 2. Fertilizer: 8-3-2 plus 3% Fe or Gro-Power-Plus. 3. Organic Soil Stabilant: Ecology Controls M-Binder, S. Soil Preparation Mix: 1. For all turf and ground cover areas (excluding slopes over 3:1). 2. Mixture per 1000 S.F.: a. 6 cubic yards nitrogen stabilized organic amendment. b. 15 pounds 12.12-12 commercial fertilizer. 0 c. 200 pounds agricultural gypsum. T. Backfill Soil Mix: 1. Topsoil (Use import topsoil when required by soils report) 6 parts by volume. 2. Organic amendment: 4parts by volume. 3. Agriform fertilizer tablets; a. Per each 15 gallon plant - 4 tablets. b. Per each 5 gallon plant -3 tablets, c. Per each 1 gallon plant - 1 tablet. d. Box trees -1 tablet per trunk caliper. U. Preparation: 1. Verify that final grades have been established prior to beginning planting operations. 2. Do not work soil when moisture content is so great that excessive compaction will occur nor when it is so dry that dust will form in the air or that clods will not break readily. Apply water as required to provide ideal moisture for filling and for planting. 3. Remove and dispose of all weeds and buried debris found upon any excavation to any convenient legal dump or offsite location at no expense to the Owner. 4. Make all soil areas smooth and even with finish grades 1" below the surface of walks, paved areas and curbs and slightly less than flush With catch basins, manholes, cleanouts, valve boxes and similar 0 features. 5. Cultivate all areas to be planted (except slopes greater than 3:1) to a depth of at least 6" so that the soil is loose and friable. For the top 2" of soil in all cultivated areas, remove all stones, roots, and other deleterious matter, which might be hindrance to planting and maintenance. 0 6. For planting areas, uniformly broadcast and thoroughly incorporate to a depth of 4" soil amendments by means of rototiller or accepted equal. V. Planting: 1. Do not commence planting until all construction work, grading, soil 0 Improvements and irrigation systems installation have been completed. 2. When plant material is space in rows, verify the total dimension and. space plants equally within the designated area- Where plant material is shown in a random pattern, space the material as shown in the Drawings and as directed by the Land Architect, Space ground cover planting as indicated in a random pattern and not in straight rows. 3. Excavate plant pits as indicated on Drawings. 4. Provide gravel filled auger drilled drainage sumps for ail trees as indicated on the Drawings. See plant details for number and size. 5. Set plants in plant pits so that they bear the same relation to soil level when planted as they did when in contai nor. Center plant in pit. 6. Backfill plant pit with specified mix. Backfill pit with soil mix to half its depth and water thoroughly. Backfill remainder of pit with soil mix. Firm down eliminating all air pockets. Do not pack. Form a shallow basin around the plant to hold enough water to saturate the root ball and backfill. Water plants in immediately after planting. mi 7. Fill all planters with backfill soil mix to within 2" of top, 8. Immediately after planting operations are complete, all beads and pits shall be dressed so as to achieve a neat and presentable appearance. , W. Staking of Trees: 1. Single stake: a. Stake trees designated to be stake, as per detail, with stake on windward side to tree, b. Set trees in plant pit, drive one tree stake 30' to firm soil next - r0-.>4 �� ,- �141 e, _,Z - to root ball, backfill pit with prepared soil mix. �" c. Secure tree to stake with two "finch -Ties" per manufacturers �a ...,. recommendations. 2. Double Stake: 703 16th Street, Sulte Ida a. Set trees in plant pit, drive one lodgepole tree stroke to firm Seri Diego, Caif,`arnia: 92101 soil next to the root ball on each side and backfill pit with prepared soil mix. ref (61;9&•31S0 fax io?/ 57-772 b. Secure tree to stakes with "Twist -Brace" per manufacturer's r,nvwmlasd.com L5.1 recommendation. 1 CITY OF ENCINITAS ENGINEERING DEPARTMENT I DRAWING No, LANDSCAPE PLANS FOR: ANC)SCAPE SPECIFICATIONS I .. BERRYMAN CANYON ESTATES WORK PROJECT NO. PC 017239 SHEET 20 OF 22 7 X. Planting Rooted Cuttings: name of the Contractor during the construction ";.and BRUSH MANAGEMENT � 1. Allow all plant materials specified as flat stock on planting plans to maintenance period. At completion of the maintenance period, in the flats or liners until time for transplanting. Provide utility billings shall be transferred to the name of the"Owner FUEL IIEL MODIFICATION ZONE NOTESremain sufficient moisture to flat soil so that soil does not fall apart when and any proportionate monthly utility billings shall be pro -rated transplanting plant from the flat. Plant each plant with its proportionate based on meter readings. SEE CIVIL PLANS FOR FIRE HYDRANT LOCATIONS & EMERGENCY / MAINTENANCE amount of flat soil in a manner that will insure a minimum disturbance ACCESS. . to the root system. 2. Top dress all rooted cuttings planted areas with mulch '1/2" thick. ALL EXISTING PLANTINGS TO BE REMOVED WITHIN FUEL MODIFICATION ZONE WITHIN Y. Seeding: OPEN SPACE LOT 12 SHALL BE REMOVED BY HAND. 1. Prior to sowing seed, make the surface of the area to be seeded sufficiently loose and friable to receive the seed. THE FUEL MODIFICATION ZONE WITHIN OPEN SPACE LOT 12 SHALL BE IRRIGATED 2. Sow seed evenly. Exercise care to keep the seed mixture uniform, avoiding uneven distribution. Apply WITH A TEMPORARY ABOVE -GROUND IRRIGATION SYSTEM AND PLANTED AND / OR at rate as specified on the Drawings. HYDROSEEDED WiTH PLANT MATERIAL FROM THE CITY'S APPROVED PLANT LIST, ALL 3, Fallowing the sowing of seed and application of mulch, apply water in PLANTINGS WITHIN LOT 12 SHALL BE CAREFULLY HAND PLANTED SO AS TO NOT TO a manner, which keeps areas moist, but not glistening wet, until time DISTURB STEEP SLOPES. for the final inspection. 4. Where depression have developed, fill with accepted topsoil; lightly THE FUEL 'MODIFICATION ZONE WITHIN LOTS 5-11 WILL BE IRRIGATED WITH A compact and bring up to finish grade. Reseed filled areas. PERMANENT BELOW -GROUND IRRIGATION SYSTEM AND PLANTED AND / OR 5. If any seeded areas are planted prior to the planting of trees and other HYDROSEEDED WITH PLANT MATERIAL FROM THE CITY'S APPROVED PLANT LIST. container material, the Contractor shall be responsible for any damage to the seeded area caused by his operations and shall IN ORDER TO COMPLY WITH THE CITY'S FUEL MANAGEMENT REQUIREMENTS, repair any damage at his expense. VEGETATION ALONG THE SOUTH AND WESTERN PROPERTY BOUNDARIES WILL BE Z. Pruning: 1. Prune plants only at the time of planting and according to standard MODIFIED TO REDUCE LARGE, UNBROKEN CANOPIES AND TO REMOVE DRY OR DEAD horticultural practice to preserve the natural character of the plant. UNDERGROWTH. SPECIFICALLY THIS WILL ENTAIL THE SELECTIVE HAND THINNING OR Pruning to be done under supervision of the Landscape Architect: CLEARING OF TREES, LARGE SHRUBS, OR HIGHLY FLAMMABLE SPECIES (EG. Remove dead woad, suckers and broken or badly bruised branches, CHAIVIISE, BLACK SAGE, TOYON, MEXICAN ELDERBERRY) TO GROUPS OF TWO OR Trees, which have damage or crooked leaders, unless specified, shall THREE INDIVIDUALS WHOSE COLLECTIVE CANOPY IS SEPARATED FROM ANOTHER be Use only clean, sharp tools. Paint cuts over'/k' diameter, GROUP'S BY A MINIMUM OF 30', TO ENSURE SLOPE STABILITY, THE ROOT STRUCTURE covering ringeexposed areas with tree paint. OF ANY TREE OR SHRUB WHOSE CANOPY IS REMOVED TO REDUCE OVERALL COVER WILL REMAIN IN PLACE TO MINIMIZE SOIL EROSION. WORK WILL BE RESTRICTED TO 02499 PLANT ESTABLISHMENT AND MAINTENANCE THE DRY SEASON WHEN THE ANNUAL AND BULB SPECIES (EX. SHOOTING STAR, WILD HYACINTH, GOLDENSTAR) ARE DORMANT TO AVOID IMPACTS TO THESE SPECIES AND A. Plant Establishment: REDUCE SOIL COMPACTION. NATIVE SUCCULENTS (EX. CHALK DUDLEYA, SHORE 1. The plant establishment period shall be for a minimum period of 90 CACTUS) AND GRASSES SHOULD REMAIN IN PLACE. ALL FUEL MODIFICATION calendar days and shall be completed before the Landscape Architect VEGETATION CLEARING SHOULD BE MONITORED BY A BIOLOGIST FAMILIAR WITH will recommend acceptance of the Construction Contract by the LOCAL, NATIVE SPECIES TO PROVIDE TECHNICAL ASSISTANCE IN DETERMINING 2. Owner. Plant establishment period will be extended beyond the specified WHICH SPECIES CAN BE RETAINED. ANNUAL MAINTENANCE WILL BE REQUIRED TO period when plantings have not reached establishment in accordance TRIM NEW GROWTH AND CLEAR ANY DEAD MATERIALS THAT HAVE ACCUMULATED with the Specifications. Any decisions regarding adequacy of plant DURING THE YEAR. establishment shall be determined by the Landscape Architect, 3. Prior toa of the establishment period, ground covers and IT IS ENVISIONED THAT VERY LITTLE CLEARING WILL BE NECESSARY IN THE ses shall c turf grasses shall consist of a uniform cover where a minimum of SOUTHEASTERN BOUNDARY AREA AS THE HABITAT HERE IS OPEN, CONSISTING OF percent of the seed germination percentage certified by the seed seed CALIFORNIA SAGEBRUSH, DEERWEED (LOTUS SCOPARIUS), SEAFIG (CARPOBROTUS supplier has germinated and presents a healthy, vigorous color and SP. ), AND SEVERAL SPECIES OF LIVE -FOREVER. MOVING WEST ALONG THIS shall exhibit growth to a minimum of one inch in height. PROPERTY BOUNDARY, THE COVER OF VEGETATION INCREASES SIGNIFICANTLY IN 4, Ground covers planted from flats and rooted cuttings shall not exhibit BOTH HEIGHT AND COVER AS THE DOMINANT SPECIES IN CHAMISE, WITH SOME die -back at completion of the establishment period. BLACK SAGE, TOYON, LEMONADEBERRY, AND NUTTAL'S SCRUB OAK. SIGNIFICANT 5. Trees and shrubs at completion of the establishment period shall not COVER IS PROVIDED BY SEA -FIG IN THIS AREA AS WELL. HERE LARGE MASSES OF show die -back, SHRUBS (MOSTLY CHAMISE) WILL BE SELECTIVELY HAND THINNED TO REDUCE FUEL 6. Any seeded area, which has not developed acceptably in judgment of LOAD AN ENSURE ADEQUATE SEPARATION OF CANOPY COVER. DEAD AND the Landscape Architect, shall be reseeded by the Contractor. No EXCESSIVELY TWIGGY GROWTH WiLL ALSO BE REMOVED. ALONG THE WESTERN compensation shall be made for reseeding areas where seed has not BOUNDARY, ALL HORTICULTURAL DEBRIS AND OTHER TRASH WOULD BE REMOVED germinated and grown. 7. Shrubs and trees, are dead ,haw evidence of shall AND COASTAL SAGEBRUSH, LEMONADEBERRY, MEXICAN ELDERBERRY, AND BLACK whim e be replace by the Contractor with new, vigorous, and healthy plants. vigorous, healthy plants. SAGE SELECTIVELY HAND -TRIMMED OR REMOVED AS NECESSARY TO COMPLY WITH B. Maintenance: THE CITY'S GUIDELINES. 1. The contractual maintenance period shall extend for 90 calendar days from the date of acceptance of the Construction Contract by the IN AREAS WHERE ADDITIONAL GROUND COVER IS NEEDED, A HYDROSEED MIX LIST Owner. ON SHEET L4-1 SHALL BE APPLIED. IF IT IS DETERMINED THAT ADDITIONAL SHRUB 2. During the specified maintenance period the project will be made SPECIES BE ADDED, SUCH SHRUB SPECIES SHALL BE THOSE FROM THE FIRE available for the Owner's use. The Contractor shall conduct his RETARDANT PLANT MATERIAL LEGEND ON L4.1. maintenance operations in such a manner as to minimize inconvenience to the Owner. ALL BRUSHING, CLEARING, AND/OR GRADING OF NATIVE VEGETATION WILL BE 3. It is the intent of this section to provide a level of maintenance that will RESTRICTED TO THE COASTAL CALIFORNIA GNATCATCHER NON -BREEDING SEASON present a pleasing and desirable appearance at all the times. (SEPTEMBER 1 TO FEBRUARY 14). 4. Turf Maintenance: a. Mow all turf areas weekly, or as needed to maintain the height as specified. The borders shall neatly edged. Trim turf PRIOR TO ANY CONSTRUCTION ACTIVITIES DURING THE GNATCATCHER around sprinkler heads as needed ed to maximize water NON -BREEDING SEASON (FEBRUARY 15 TO AUGUST 31, INCLUSIVE) A QUALIFIED coverage. Remove all cuttings. BIOLOGIST SHALL SURVEY THE PRESERVED HABITAT AREAS ADJACENT TO THE b. Mow turf to the following minimum heights: PROJECT SITE TO DETERMINE IF ANY GNATCATCHER NESTS ARE WITHIN A DISTANCE 1. 1-3/4" (October through May) POTENTIALLY AFFECTED BY NOISE FROM THE CONSTRUCTION ACTIVITIES. IF NO 2. 2-1/4" (June through September) GNATCATCHERS ARE LOCATED, NO ADDITIONAL MEASURES ARE NECESSARY. c. Irrigate turf as necessary to maintain proper growth rate and HOWEVER, IF NESTING GNATCATCHERS ARE OBSERVED, NO ACTIVITY SHALL OCCUR optimum appearance. UNLESS MEASURES (EX. NOISE BARRIERS) ARE IMPLEMENTED TO ENSURE THAT d- Maintain turf areas in a weed -free condition. Apply a pre- NOISE LEVELS WITHIN OCCUPIED HABITAT DO NOT EXCEED 60 dB. emergent crabgrass control to all turf areas between February 15 and April 15 before soil exceeds 45-49 degrees F. Initiate IF CONSTRUCTION ACTIVITY OCCURS DURING THE RAPTOR BREEDING SEASON chemical control of broadleaf weeds as required to maintain a (FEBRUARY 15 THROUGH AUGUST 31), A QUALIFIED BIOLOGIST SHALL CONDUCT A weed -free turf condition. PRE -CONSTRUCTION SURVEY OF THE SITE AND SURROUNDING HABITAT NO GREATER e. Adjust water application to compensate for changes in the weather. Contractor will be responsible for damages occurring THAN ONE WEEK PRIOR TO CONSTRUCTION TO DETERMINE WHETHER THERE ARE due to under watering or over watering. ACTIVE RAPTOR NESTS WITHIN THE SURVEYED AREAS. IF AN ACTIVE NEST IS f. All replacements shall be made with original type material or OBSERVED, A BUFFER BETWEEN 50 AND500 FEET SHALL BE ESTABLISHED BETWEEN alternatives approved by Landscape Architect. THE CONSTRUCTION ACTIVITIES AND THE NEST SO THAT THE NESTING ACTIVITIES g. Repair or replacement of equipment damaged as a result of ARE,NOT INTERRUPTED. THE MINIMUM WIDTH OF THE BUFFER WILL BE DETERMINED the Contractor's negligence shall be reported promptly to the BASED ON THE SPECIES OBSERVED AND INPUT FROM THE PROJECT BIOLOGIST AND Owner. APPROVED BY THE PLANNING AND BUILDING DIRECTOR. A SURVEY REPORT. h. All systems shall be operationally checked by the Contractor a SUMMARIZING THE RESULTS AND CONCLUSIONS OF THE NESTING SURVEY, SHALL BE minimum of once a week. SUBMITTED ` TO THE PLANNING AND BUILDING DEPARTMENT FOR REVIEW AND 'r. Irrigation shall be accomplished between 10 p.m. and 7 a.m. APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. A NOTE TO THIS Irrigation schedule at other times shall be subject to approval EFFECT SHALL BE INCLUDED ON THE GRADING PLANS PRIOR TO GRADING PERMIT by the Landscape Architect. ISSUANCE. 5. General Maintenance: a. Vegetation, either now or previously existing, shall be pruned or trimmed to prevent overhanging sidewalks at least seven The minimum fuel modification around combustible structures is 144 feet. All zone feet in height or at roadways at less than fourteen feet in dimensions are measured on a horizontal plane projecting outward from a combustible height. structure, A fuel modification area is divided into two, 50-foot wide zones: ***Note: If a full 100 b. All operations shall be conducted so as to provide maximum feet of fuel • modification zone cannot be achieved, the Fire Dept. will require additional safety to the public, construction requirements for this project. a Leaves, paper, weeds and any other debris shall be removed from landscape areas and disposed of off -site by the i. The first zone includes the area from the building to a point 50 feet away. This zone Contractor. must be modified and planted with drought -tolerant, fire resistive plants. Grass and other d. Contractor will clean sidewalks, roadways, and any other vegetation located more than 50 feet from buildings or structures and less than 6 inches (457 areas affected by his maintenance operations. mm) 1 in height above the ground shall not be removed, in an effort to stabilize the soil and e. Notification of all "specialty type" maintenance operations prevent erosion. Irrigation required, shall be given to the Owner 48 hours prior to each of the operations by the Contractor. Specialty type" maintenance operations are defined as: Fertilization p pre -emergent ii. The second zone or thinningzone is the area between 50 to 100 feet from the applications of herbicides, turf aeration, turf detaching, building, in this zone the native vegetation may remain, but all native, unbroken vegetation must preventive application of turf fungicide and annual type be thinned out by 50 percent. This applies to tree canopy cover and shrubs. All dead and dying bedding plant replacements, vegetation in addition to undesirable plants and weeds as listed in the Undesirable Plant Species f. Whenever herbicides are used, Contractor shall apply them must be removed. Irrigation is optional. when air currents are still, to prevent pesticide drift onto a jointing property and non -targeted planting and to prevent any Limit planting of large unbroken masses especially trees and large shrubs. Groups should be toxic exposure to persons whether or not they are in or on the two to three trees maximum, with mature foliage of any group separated horizontally by at least property. 10 feet, if planted on less than 20 percent slope, and 20 feet, if planted on 21 to 40 percent slope g. Contractor shall compile and maintain "As -Built" Drawings of and 30 feet, if planted on greater than 4:1 slope. all work including irrigation systems and including- accurate locations and serial numbers of all major components. A For streetscape plantings, all non -fire resistive trees shall be planted so that the center of the tree complete set of "As -Built" drawn in ink on a reproducible trunk is 20 feet from edge of curb; fire resistive trees can be planted 10 feet from edge of curb to medium shall be delivered to the Landscape Architect before "As center of tree trunk. Care should be given to the type of tree selected that will not encroach into acceptance of the project. -built" shall be complete and the roadway,. nor produce a closed canopy effect. If shrubs are located underneath a tree's drip accurate to the satisfaciion of the Landscape Architect. h. During the contract period for construction and maintenance; line, the lowest branch should be at least three times as high as the understooy shrubs or 10 feet, the Contractor shall pay the cost of all water- and electricity, whichever is greater. Required permits for water and electricity shall be held in the REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE 1 S/ZN 4�12�2 ----------- 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET ON THE SIDE OF MANCHESTER AVE. 0.1 MILE SOUTH OF -__ _ --..._ _ .. -- - �- INTERSECTION WITH EL CAMINO REAL HORIZONTAL -- -- ------ EL: 37.52 DATUM: NAVD88 �R�O y;,NDSCAP�p 9Rc� LIC.#4048 • EXR 12-31-14W. : c� M(CUL(OUCH r (DATE) sr�rE OF CA4�F�� October 11, 2013 Mr. Jason Han Partner New Urban West, Inc. 16935 West Bernardo Drive, Suite 260 San Diego, CA 92127 Sirbjecv The Enclove-Berryman Canyon Tree Evaluations Dear Mr. Han: A Dudek International Society of Arboriculture Certified Arborist evaluated the trees within the Enclave -Berryman Canyon project site on October 8, 2013, following your request. The purpose of the tree inspections was to provide an evaluation and provide recommendations for 1) trees along Berryman Canyon Drive, 2) a California pepper tree (Schinus molle) on lot I I previously proposed for relocation, and 3) a large Red gum eucalyptus (Eucalyptus camaldulensis) on Lot 3. Two of these tree :issues (Berryman Canyon Road and the California pepper) are related to two City landscape conditions. The conditions are: 1. Prior to grading permit issuance an assessment of the existing eucalyptus trees on Berryman Canyon Drive shaft be conducted by a certified arborist to ascertain the condition of the trees. Any remedial measures necessary:to preserve the trees shall be implemented prior to final inspection approval of the project grading. Where removal is necessary a replacement tree at a minimum size of 24" inch box shalt be provided in the same location (Santarita-7-SCE). 3 -Prior to grading permit issuance, the California Pepper tree proposed to be relocated from Lot 11 to the center cu4de-5ac median shall be assessed to determine if it con meet fire standards (16 foot maximum canopy width or a 13 foot six inch clear space below the canopy). ff it is determined that it cannot meet the standards it shall be replaced with a different tree of the some of different variety that can conform to the standards at a, minimum size of 24" box (Sailrarita-32-SCZD7 . BERRYMAN CANYON RIVE EUCALYPTUS TREE CON )TION Berryman Canyon Drive is located off of El Camino Real and Tennis Club Drive. The road extends roughly 800 feet north and perpendicular from Tennis Club Drive where it connects with the proposed Enclave -Berryman Canyon project. Dudek provided a visual assessment of the eucalyptus trees from ground level, noting external condition and overall health, pest presence, and trunk, branch and foliage conditions pursuant to City condition Santarita-7-SCE. Attachment I - Tree Location Map provides location of trees along Berryman Canyon Drive that were evaluated as part of this effort. The trees were -also evaluated compared to the proposed road improvements which will require excavation, . widening, and paving. This process is anticipated to substantially impact the trees' structural roots. Mr. Jason Han Enclave -Berryman Canyon Tree Evaluations In summary, there are 27 trees consisting of three different eucalyptus species: Red gum, Sugar gum (E. dadocolyx), and Silver Dollar gum (E. polyanthemos) located along both sides of the road. Attachment 2 - Tree €even€oryand Assessment Matrix, provides a summary of individual trees evaluated within the tree survey area. The majority of the trees are considered to be fair condition with some trees, especially the Red gums; declining in health. As fair condition trees, they are exhibiting below average vigor, moderately damaged foliage, and various trunk and branch maladies. Exhibited tree decline is likely related to incidental and' long-term root impacts from the existing road, including compacted soils and resulting poor soil moisture and oxygen. Stress related to this condition is not yet severe, but has led to the trees being infested by two common eucalyptus tree pests. Each of the Red and Sugar gums have tortoise beetle (Trachymeia sloonei) damage. Additionally, Red gurus are being attacked by Red Gum Lerp Psyllids (Glycapsis brimbecombei). Neither tortoise beetles nor lerp psyllid typically cause serious damage to gum trees, but if populations become too high, the tree can defoliate to the point that stress levels can reach a threshold that invites more aggressive insects, such as the eucalyptus longhorned borer (Phorocantha semipunctata), which is extremely effective at damaging the cambium in eucalyptus trees that usually leads to tree loss. More importantly than the current conditions of the trees is the post road -improvement conditions of the trees Most of the trees are within a couple feet of the existing road. Once the road is widened And improved with paving, the associated grading impacts are expected to be significant. The existing grade will be lowered up to 24 inches so that the road base can be laid in preparation for the, asphalt/paving that will be on the surface. Most tree roots are within the upper 36 inches of the soil profile. Therefore, it is expected that many of the roots, including supporting buttress roots, will be impacted by grading. The structural stability of the trees will be in question from these impacts. Further, eucalyptus trees experiencing major root damage typically become infected by fungal pathogens which,, over time, decay wood from the root inward to the root crown and up into the tree bole. This condition often results in whole tree failure. Eucalyptus trees are also known for sudden limb drop, which. is not a desirable trait for trees along a primary access way or adjacent to structures, including an Alzheimer's facility. Eta ALYPTi #S TREE ON LOT #3 Per the 2005 City -approved landscape plan, a large Red gum tree with a trunk diameter of 46 inches and A height reaching almost 100 feet tall is located on the projeces Lot #3. This tree exhibits growth and structural conditions that is typical of its location in a natural setting where it hasn't been maintained and+ irrigated. The Red gum is considered in fair condition with similar pest problems that are found on other Red gums on the site. The upper canopy indicated structural defects, such as poor branch 'attachment and deformities, which can increase its chance for limb failure. Red gums are also infamous for sudden limb drop. Like most large eucalyptus, there is also a propensity for the tree to develop root and bole rot, which can result in whole tree failure. Extensive internal or subterranean evaluations were not conducted as part of this assessment. However, this tree will no longer be appropriate for this site due to the presence of multiple permanent "targets" (residences, hardscape, vehicles, and occasionally people). Mr. Jason Han Endave-Berryman Canyon Tree Evaluations Per the 2005 landscape drawings, a large California Pepper tree now on Lot 1#1 1 was to be relocated to the proposed private road cul-de-sac median. It is Duciek's understanding that the fire department is concerned that the tree will not meet their unobstructed vertical clearance road standard for emergency vehicle access (Santarita-7-SCE). Dudek concurs with the fire department as a 72 feet wide cul-de-sac bulb will not be large enough to include a landscaped median. Additionally, a visual inspection of the pepper tree indicates that it has internal wood decay in some of the branches and at the base of the tree. The pepper tree also has low branching and pruning it would remove most of its canopy. This tree is not considered a good candidate for relocation. Relocation trees must be in exceptional condition from both a health and structural perspective, or successful relocation will be unlikely. CONCLUSIONS AND RECi9t+ M NDAT11ON # + Even though precise grading limits were not provided for the proposed Berryman Canyon Drive improvements, the trees bordering the road are anticipated to be significantly compromised by roadconstruction activities. Grading operations will encroach inside the critical root zone (CRZ) or drip line of trees, within 2 feet or less for many trees. As previously described, roots primarily extend in a horizontal direction forming a support base to the tree. Cutting, or damaging main support and feeder roots within the CRZ jeopardizes the health and structural integrity of the tree(s). Since the majority of the eucalyptus trees are already unhealthy and have poor structure, additional damage to their root systems will further degrade or Will them. As such, we recommend that all existing trees bordering Berryman Canyon Road to the east, and those to the west within 7 feet of the existing road edge are removed. In accordance with City tree replacement standard, trees removed will be replanted with 24-inch box trees on a 1.1 basis in locations that are suitable to their growth and development to maturity and of species that are known to be beneficial. • The large eucalyptus tree on lot 3 is recommended for removal. The tree is too large for a residential development and based on its age and potential subterranean and internal issues, the risk associated with the tree outweighs its potential benefits. It is recommended that the tree be removed and replaced with a suitable, 24-inch box tree within the project's landscape. • As stated above, the California pepper tree is not a good candidate for relocation based on health and structure. Additionally, planting a tree in the cul-de-sac median is not recommended from a fire engine access perspective. If the cul-de-sac cannot be enlarged to meet fire department turn -around standard, Dudek recommends removing the median altogether. Another option is to provide mountable curbs on the median to provide for additional width. If a tree is planted in the center median, a narrow and upright canopied tree is recommended that will not branch below roughly 14 to 16 feet above road grade. DUDEK Mr., Jason Nan Enclave -Berryman Canyon Tree Evaluations 3 8018 October 2013 I would be pleased to answer any questions or respond to any comments regarding the trees evaluation or report, Sincerely, Michael E. Scott Certified Arborist No. WE- 1771A Attachments. I. Tree Location Map 2. Tree Information and Assessment Matrix This report provides conclusions and recommendations which satisfy City landscape planning conditions for the Enclave -Berryman Canyon project in Encinitas. Arborists are tree specialists who use their education, knowledge, training and experience to examine trees, recommend measures to enhance the beauty and health of trees, and attempt to reduce the risk of living near trees. Extensive internal or subterranean evaluations were not conducted as part of this assessment Therefore, the full extent of the below ground or internal condition of the trunk or roots cannot be fully determined. Arborists cannot detect every condition that could possibly lead to the failure of a tree. Trees are living organisms that fail in ways not fully understood Conditions are often hidden within trees and below ground. Arborists cannot guarantee that a tree would be healthy or safe under all circumstances, or for a specified period of time. There are no guarantees that a tree's condition would not change over a short or long period due to climatic, cultural or environmental conditions. Trees provide many benefits to those who live near them. They also include inherent risk that can be minimized, but not eliminated, DUDE,DUDEK 8018 DUDEK 8018 2 October 20 t 3 4 October 2013 �La 703 16th Street, Suite 100 San Diego, California 92101 tel (619)296-3180 tax (619) 501-7725 N. mlasd. com . _DESIGNED BY DRAWN BY CHECKED BY D.M. D.M.. D.M. APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ..:. PLANS PREPARED URI.DER THE SUPERVISION OF RECOMMENDED APPROVED ZLANDSCAPE PLANS FOR: DATE: 06111114 TIONS LANDSCAPE SPECIFICAC�,.' 4048 BY: L A BY:4 BERRYMAN CANYON -ESTATES LIC. NO. _ DATE: f 2i DAVID WILLiAM McCULLOUGH 12/31/14 �� /' F DATE: WORK PROJECT NO. PC 0 1-239 SHEET 21 OF 22 EXP. _......-- CONSTRUCTION DOCUMENTS. 6-30-14 GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 INCH = 50 FT. REVISIONS ,APPROVED I DATE 77777777= .... ...... . . ........ . z .. ........ MI 0 200 PROPOSED HOMEOWNERS ASSOCIATION MAINTAINED LANDSCAPE AREA, TOBE CONVERTED IN THE FUTURE TO RECLAIMED WATER USE REFERENCES DATE eP BENCHMARK SCALE 2.5" BRASS DISC IN NE CORNER OF DRAINAGE CURB INLET, ON THE SIDE OF MANCHESTER AVE, 0.1 MILE SOUTH OF - INTERSECTION WITH EL CAMINO REAL ' HORIZONTAL 1"=W-0" VERTICAL - EL: 37.52 DATUM; NAVD ' N/A- Ic ' W48 EXP. 12-31-14 Ii 41 DAV9) W. P m tULLOUGH to tz -x (CIATE) OF cp'0 1 APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NIQ- RECOMMENDED APPROVED LANDSCAPE PLANS FOR: RECLAIMED WATER- USE MAP 9055-G BY: B Y::: BERRYMAN CANYON ESTATES DATE: Atfl-V-5-SHEET DATE: WORK PROJECT NO.0 P 01-239 22 OF 22 Wifrt, i if, ZU l g, UUG. NU. ZU I4-UU64DI10 83 IMPROVEMENT AND ACCESS EASEMENT AGREEMENT REC. DEC. 3, 2012 AS DOG NO. 2012-0756487 EXISTING ROAD EASEMENT PER DOG 161482, DATED SEPT. 19 1962 1 Q WATER EASEMENT PER DOG NO. 2014-0183512, REC. MAY 05-2014 111 40' EASEMENT AND RIGHT -OF WAY FOR ROAD & UTILITY RECORDED MARCH 5, 2013, FILE NO.PURPOSES RECORDED MARCH 5, 2013, FILE NO. 2013-0141727 1�7 16' ACCESS EASEMENT PER FINAL MAP 13 EASEMENT FOR EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS TOGETHER WY H THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED APRIL 26, 1962 AS FILE NO. 71935, O.R. a EASEMENT FOR EITHER OR BOTH PULE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES, RECORDED MAY 12, 1961 AS FILE NO. 82506, O.R. (NO BUILDING PERMIT SHALL BE ISSUED FOR THIS PARCEL UN71L EASEMENT HAS BEEN QUIT CLAIMED) PROLZOT SITE TE %Aa15 auB 511?1 iI 1jVLFRST!iTF 5 2' 0.5' FINISHED GRADE PROPERTY LINE c; c� GRASS LINED VARIES DRAINAGE SCALE 2.1T MAX r z c TYPICAL SECTION A -A SLOPE DETAIL AT LOT LINE ADE lUF NO SCALE VICINITY MAP NO SCALE Civil Engineering • Environmental 2442 Second Avenue San Diego, CA 92101 (619)232-9200 (619)232-9210 Fox Consultants, Inc. REVISIONS APPROVED I DATE REFERENCES 1L PRECISE GRADING, Ai 066 SiiTI �t 4R(�ESSt� RCE- * EXP 6/30/16 lF Civil- � OF CAFE 7.5' CUE & PVT .rRj E47a+T PER MAP \? PUBLIC INC, i UTILITY NOTE:- ALL PROPOSED UTIL177ES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND. 47' OMWD WATER EASEMENT 52' PUBLIC EASEMENT FOR PRIVAlT STREET & GENERAL UTILITIES 12' 1 VARIES 12' TO 20' I 0' OR 8' PARKING LANE AT 2% 27* 32' WIDTH 9 QUE & PVT. tRUh'i#IE EANT PER MAP m PUBLIC / / 2% 6" ROLLED CURB AND 4" AC(MIN.) OVER 6" CLASS II BASE 6" ROLLED CURB AND GUTTER 12" PVC GUTTER WATER 24" RCP 8" PVC -USE CL 200 PVC WHERE DRAIN SEWER SEPARATION IS LESS 7' 0 9'-11' THAN 11' SECTION: PRIVATT ENCLAVE COURT STA 1 *50 - STA 6*00 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 NO SCALE SCALE AS —BUILT AS -BUILT HORIZONTAL 1"=20' "Z .�;TIIAN .YDE=Et3' y VERTICAL N/A St -eve, Nowa kl 4/12/21 T .,,; UOVNIARK DATE RIW VARIABLE WIDTH ROAD & UTILITY EASEMENT REC. 6-1-62 FILE NO. 94045 O.R. 27' 27' - VARIES 22' TO 29' 24' CURBLINE TO CURBUNE 2' - 2Z R/W VARIES 1'TO8' 6" ROLLED? CURB 4" AC{MIN.) OVER AND GUTTER 6" BASE (MIN') FLUSH P.C.C. CURB ROADWAY 6"X1S„ 4" BASE (MIN.) � I r 12" r :' to"4TrR SLR SECTION: PE-RRYMAN CANYON RD. STA 5f 12f STA 9*49± TRAFFIC INDEX- &. Q NO SCALE ENCLAVE COURT 7.5' r14�bqAX ROLLED CURB & GUTTER SECTION B—B J '--5-112' CONC. DRIVEWAY OVER S° CLASS II BASE TYPICAL DRI SE A Y SrCTICN ACROSS SWALE" NO SCALE ENGINEERING DIVISION APPROVALS PLANS PREPAR NDER SUPERVISION PF RECOMMENDED _ QO APPROVED BRUCE RO ON DATE: 8Y: BY: ✓V� • IV! R.C.E. NO. 48529 MASIH MAHER F� GLENN PRUIM ENGINEER 6-30_2016 EXP. DATE: DATE: i J 10 ! 1 LEGEND: DESCRIPTION STD. D 3'G SYMBOL PROPERTY LINE/ RIGHT-OF-WAY LINE _ - LOT LINE EXIST CONTOURS --^--1 95- PROPOSED CONTOURS 160 GRADED SLOPES (21 MAX.) - L;------- -_------- V.........�� PROPOSED SPOT ELEYA77ONS DAYLIGHT LINE EXIST WATER LINE ;;......... EXIST SEWER LINE EXIST STORM DRAIN EXIST TYPE 'F' CATCH BASIN D-7 EXIST TYPE A-4' CLEANOUT D-9 5 RETAINING WALL (ALL WALLS MUST BE SPLIT FACE MASONRY BLOCK -RCP C- 1, 0-4, C-6 PADRE BROWN OR EQUIVALENT) WROUGHT IRON FENCE (PER DETAIL SHEET 2) " -1 'TYPE B' CONCRETE BROW DITCH MOD. 9-75 - => BLADED SWALE --.- --r-- SURVEY MONUMENT M-10 A ROOF EAVES --------- EXISTING ELIO TREE (REMOVE OR PROTECT PER LANDSCAPE PLAN) G) FULL MODIFICATION ZONE (FMZ)Ez: NOTES: 1. NO PART OF RETAINING WALLS AND FOOTING SHALL ENCROACH INTO ALUACENT PROPERTIES OR EASEMENTS 2. THE PROPERTY OWNER SHALL MAINTAIN ALL DRAINAGE, FACIL177ES LOCATED WITHIN THE PARCEL AND BE RESPONSIBLE TO PREVENT DAMAGE TO DOWNSTREAM PROPERTIES J. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO LOCATE PROPERTY LINES AND CONFORM TO SETBACK REQUIREMENTS: 4. PRIOR TO FOUNDATION INSPECTION, DRIVENAY SLOPES ARE TO BE INSPECTED BY THE PLANNING .GARAGE DIVISION FOR COMPLIANCE WITH CITY OF ENCINITAS PARKING STANDARDS. 5 PROPERTY OWNERS TO MAINTAIN THE BACKWATER VALVE PER THE MANUFACTURER'S SPECIRCA77ONS AND RECOMMENDATIONS. 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT AND MUD ON ADJACENT STREETS DUE TO THE CONSTRUCTION VEHICLE'S OR ANY OTHER CONSTRUCTION A077M AT THE -END OF EACH WORKDAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN INSTALLED CONSTRUCTION BW5,, WHICH MAY COMPROMISE STORM WATER QUALITY WITHIN ANY STREET, A STABILIZED CONSTRUCTION EXIT MAY BE REQUIRED O PREVENT. CONSTRUCTION VEHICLES OR EQUIPMENT FROM TRACKING MUD OR SILT INTO THE STREET. r. 7. ALL STOCKPILES OF SOIL AND OR BUILDING MATERIALS THAT ARE INTENDED TO 8E 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 RVE--DAY RAIN PROBABILITY FORECAST EXCEEDS 40X. 8. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS, WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED ON-SITEs 9. THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL DEVICES TO WORKING ORDER AFTER EACH z., 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 CONSTRUC77ON 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 w; 0. 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'- r t.Ald+itlii!1WM C84N&S & USM- z 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 2 BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION ' PRACTICES, CONSTRUCTION CONTRACTOR HILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY ;- CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR 1' FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF ENCINITAS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. w 4 /� LEGAL DESCRIPTION V (APNs: 262-080-19,21 AND 23) THE REAL PROPERTY IN THE C17Y OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, DESCRIBED AS.- THE EASTERLY 436.00 FEET OF THE WESTERLY 691.08 FEET OF THE SOUTHERLY 300.00 FEET OF 7HF NORTHERLY 720.00 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST "RTER OF SECTION 23, TOWNSHIP is 13 SOUTH, RANGE 4 WEST, AS MORE FULLY DESCRIBED IN EXHIBIT /10 OF THE GRANT DEED RECORDED AS DOCUMENT NO. 2002-0537591 IN THE SAN DIEGO COUNTY RECORDER'S OFFICE ON JUNE 25, 2002:ti (APNs 262-080--22 AND 24) THE REAL PROPERTY IN 7HE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS FULLY z: DESCRIBED IN EXHIBIT "A" OF THE GRANT DEED RECORDED AS DOCUMENT NO 2001-0290369 IN THE SAN DIEGO COUNTY RECORDER'S OFFICE ON MAY 8, 2001. SITE ADDRESS OWNER 1308 AND 1370 BERRYMAN CANYON RD. DEVELOPMENT SOLUTION ENCLAVE, LLC ENCINITAS CA, 92024 1302 CAMINO DEL MAR, DEL MAR, CA 92014 LAC?TLIU!/' R ($58) 259-$5O0 f�JI�T�VI� «: STEEPEST EXISTING NATURAL SLOPE ON -SITE = I H :. I V MAXIMUM VERTICAL DEPTH OF CUT = 8.8' MAXIMUM VERTICAL DEPTH OF FILL = 4.4' ls, CUT = 8792 C. Y. FILL = 499 C. Y. ' EXPORT = 821P C. Y. *REMAINING NEW SHEET EXPORT TO BE USED FOR RECOMPACTION OF SITE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PRECISE GRADING PLAN FOR: VACANT LAND ENCLAVE — PHASE I BERRYMAN CANYON RD. � �, — G � � «' # PRECISE GRADING PLAIN PLANNING CASE NO: 01-239 TM/CDP/DR/MUP/MIN/EIA, etc. SHEET 23 OF 28 { In, I � . I . .11 .. . I . � I I i * I . ; , � . . -, .. . 11 i I , 1 A-1 -�-, .1 11�11 , " ! I /11,� --- 14z�� :.----\ -W--.,, — ..----- -----/ I _ - 1�; � � . I , I . �, . . . I 1. '+* ..; . I .1 . I ... - I . o i i ; 4- ! I _ . Af, + 1 ! i A�-j . '1� . / / / ! , / " 41, \ , '11\ , , � I , '-- - - . I , , , , " , . . 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A 4- � �--- - � DATE BENCHMARK SCALE SPE41kLB011STRICT .� � ENGINEERING DIVISION APPROVALS - - -- --------- -- . . .... I CITY OF ENCINITAS ENC-38 I A S-BU- I LT ER SUPERVISI N OF RECOMMENDED J0 0 APPROVED 1 2.5* BRASS DISC IN NE CORNER OF DRAINAGE ' MORIZONTAL 1--20, -J� CURB INLET ON THE EAST SIDE OF MANCHESTER , =4!!Lj�� - --- �' (' �-�' ( I a A DATE� /I /// AVE- 0.1 MILE SOUTH OF INTERSECTION NTH ,. "I ATHAN RAAB--WDEEN; DATE' % BRUCE A. BER N W-/ I 4-11n� BY* By: ' I EL CAMINO REAL -1 VERTICAL , �/A R.C.E. NO. 48529 - /0 J,e--= I _ St-eve/Ncrwak/ 4/12/21 . � ENGINEE] N MASH MAHER r-V GLENN PRUIM .- EL. 37.52 DATUM: NAVD88 STEVE NOWARK DATE - I . EXP. 6-30-2016 - DATE- DATE. (*/I*/ 1_4, . t I U . . ... .1 I � � I . . I . , � � . . I . . I 0� I . �11 -'<� . I 110 t1lo '- .c 5 ", 1), - ,E- 'V a .� 0 �Ll .tl V IT �- �5 2 1 ,a 0 V V < � � t z �13 - 0 .1 '12 0 C. I w il - 3) 0, lu .a �' C 0 : ic 0� s-: 4 . 1� I i I , . '- I . '- * ) . . 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I I . REVISIONS APPROVED DATE I DATE . SCALE AS -BUILT .� ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT � � I I PRECISE GRADING,Apppp,j I - , _ ,4& M idol I (p � � - CITY OF ENCINITAS ENC-38 AGE AS.-BURLT ,, VI)!ON OF RECOMMENDED _)Q_(_7) APPROVED GRADING PLAN FOR: VACANT LAND �, AS -BUILT SIM __4/12�2 1 1 2.5* BRASS DISC IN NE CORNER OF DRAIN .. HORIZONTAL 1"=20' , ENCLAVE - PHASE] I . CURB INLET ON THE EAST SIDE OF MANCHESTER _--� k &O-iip �J� `:�-�A�k DAIL. do //2 - N ATE, \ UCE A RTSON I WfAw - BY. .&A. - AVE, 0.1 MILE SOUTH OF INTERSECTION WITH � J� �A,, AN RAA0_R1DEE,1 D BR . D. , EL CAMINO REAL .1 VER11CAL N/A R.C.E. NO 48529 __ BY.. AA.�._ - i - i i ; _ Steve, Nowak 4/12/21 _ I . I . MASIP MAHER W GLENN PRUIM PRECISE GRADING PLAN I - ENGINEER I I �� I - ................ ... I ... 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Consultants, Inc. 0 .5 10 20 30 � 11 rl� .- I . : NEW SHEEI � I.. . --- I . . REVISIONS APPROVED DATE . I DATE BENCHMARK SCALE AS -BUILT I ENGIINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. !�' . I 0 A PRECISE GRADING, Atpae r.jjT _� AA I 11 __ CITY OF ENCINITAS ENC-38 .� I 11'' - $�,� 04 TE 1. I i lzj , _�'_`�,�. - I � / 1 22;� 1 TT 1_1� / _`� , \ , i . .��. IN 11 1. -1 , I f, , , I I - I - I ` ,� , , _ I AS -BUILT PLANS RVIS�01\1 OF RECOMMENDED _� Q 0 APPROVED GRADING PLAN FOR: VACANT LAND f., IE I <0 CURB INI FT ON THE EAST SIDE OF MANCHESTER L"__`?�� -2 �5k � 2) , - PHASE I "' twfl ILDIfts Wahap 1V&__ W-4he 2.5" BRASS DISC IN NE CORNER OF DRAINAO HORIZONTAL 1"=20' 1__R , _> ENCLAVE 1A - I ___T,T__HAN1 RAA"R DEEN DAT8 I A DATE. 614� �/_ IFUT, Am WALL I AVE. 0.1 MILE SOUTH OF INTERSECTION WTH (\J10N BRUCE . ROB ,SON - 13Y 9055-G i� . Lo-r , ) 1, . EL CAMINO REAL I VERTICAL �___, . . 48529 By, : IV - AA �,_ 41 - - - da= � I - I . N/A I , : R.C.E. NO. MASIH MAHER VW GLENN PRUIM I 'Ir 4\ w T *FT00 I I . Steve, Noiva,k, 4/12�21 . ENGINEER .. - PRECISE GRADING PLAN &FULL PAZ- jayl4rg 1 SIZ N � Ll 2 L2 1 , I P-: 37.52 DATUM: NAVD88 STEVE NOWARK DATE. EXP. 6-30-2016 _ - 9l, - , � . I I �. - . N_0� I DATE, DATE: $/#*/,IF - PLANNING CASE NO. 01-239 TM/CDP/DR/MUP/MIN/EIA, etc. =SHEET 28 OF 28 ' lz� I , i V I