2012-11446 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUC70N PERMIT FRAM 7HE ENG'NEER/NG DEPARTMENT AT LEAST 48 HOURS PRIOR TO
MMKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSYIANCE OF A STOP HVRK N07CE AND
DOUBLE PERMIT FEES. IT IS 7HE RESPONS/B/LIr'Y OF THE OWNER 70 KNOW WHERE H/SAHER PROPERTY UNE /S.
DRAINAGE NOTE
NO CONL:ENN ED DRAINAGE FZON5 ARE PERM177FD Ob£R AO✓ACENT PROPERTY LINES WATER /S 70 DRAIN AWAY fROV
STRUCTURES FAR A MIN /MUM 6F 5 fZFT AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FALL17X
UTILITY NOTE
ALL UNIAES SERWNG 7H /S SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
2 7HE SOILS REPORT 777ZED 'GEOIECHN/CAL /NVfSIGAMV DOUBLE G
STANDARD SPEaRCAICA/S FOR PUBLIC WWKS
ENaN/TAS AND 7HE SAN DIEGO AREA REGIMAL
E APPROVED BY 7HE a7Y ENGINEER PR /AR 70
LOT 1' PREPARED BY 6E97ECHN /CS
3 .SEPARATE APPROVALS AND PERM /T5 FOR ANY CANSIRUC7AN IW771/N PUBLIC R /CWT- OF-WAY OR EASEMENTS SWALL
BE REQUIRED IN COVAIN070N NI7H /MPROWMENT PLANS
4. MR177FN PEM145 YOV SHALL BE ABTA /NET) FAR ANY OfFS/TE
ARAD/NG.
5 CONTRACTOR .SHALL TAKE ANY NECESSARY PRECAUIONS REQUIRED /0 PR07ECT ADJACENT PROPERTIES DURING
GRADING OPERA7OS ANY7H/NG DAMAGED OR DESTROYED MALL BE REPLACED AR REPAIRED TD COVD170N
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENaI MARK WH /C/ IS DISTURBED OR DESTROYED
SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIWL ENGINEER OR A LICENSED LAND
S7/RVFYOR.
7 THE COVTRACTOR SHALL DESIGN, CONSITUCT AND MAINTAIN ALL SAFETY DENCLD INCLUDING SHORING, AND SHALL
BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY A HEALTH STANDARDS, LAWS AND
RmLA70M Ep�/ �)
NQTBE CONDU TED /PBNT>� THE HOIRRS l�� 30 P.M�AND MILE AM NOR OV SRI AM SUND YS AND CITY
9. NO GRADING O ERAIONS SHALL
FOLLOWING PEOPLE PRESEAIT.• CITY
7HE PRE- COWSIRUC76V MEETING :
(760) 633 -2770.
!WAIN THE
PERMIME
BY CALLING
11. UPON FINAL COMPLE76V OF 771E NGRK UNDER THE GRADING PERM /T, BUT PRIOR 70 FINAL GRAD ING APPROVAL
UNA PEWIT RELEASE G HAS RFaWtj /N�SBSTA� LUCCON ORMANACE W7EHPDE A�OTWNiWADING PLAN /OR
AS SHOWN AN THE ATTACHED AS- GRADED PLAN: TH /S STA45MENT 9VALL BE FOLLOWED BY THE DATE AND 96N417URE
of THE aw ENGNEER WHO CERIFJ£S SUa/ MAD/No O(ERANK
DIRECTION HE SHALL
4ND COMDA076V 6F
F ANY FILL MATERIAL.
IRE MADE BY HIM OR
'aPTABLE FOR 7NE7R
STANDARD Lea C A0'Y u ALL PEGE A&f MASTO ND CREOM1M/ABLE AA ShALL BE STALL B£ PED BY WhY
CONTRACTOR FROV 7HE SURFACE UPOV NH/OY 7HE FILL IS 70 BE PLACED. LOOSE RLL AND ALLUWAL SOILS SHALL BE
REMOVED TO SU /TABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARFED TO A DEPTH OF 12 INCHES
AND THEN C61VPA07ED 70 A MIN /MUM OF 90 PERCENT. IT SHALL BE THE 66W)RAC70RS RE90OV51BIL17Y TO PLACE
SPREAD, WATER AND COMPACT 7HE FILL IN S7R /CT ACCORDANCE IW7N 99afICAIANS
T
17 THE REMOVAL OF ANY AND ALL aTY TREES SHALL BE 06W507ENT W17H 7HE CITY'S URBAN FOREST MANAGEMENT
PROGRAM. TREES LOCATED MI7H/N aTY S7REET APT-CF-WAY 6W aTY PROPERTY OR IW1H /N a7Y EASEMENTS ARE
REF-RRED TO AS a7Y TREES AND SHALL BE PROTECTED ik PLACE DURING CdN§RUCIAN UNLESS SPECIFICALLY
APPROVED 07HERNSE. NO GRADING, EXCAV117O, OR D /S711MANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR N7H /N
THE CITY NEE DRIP LINE AREA (7HE AREA fROV THE TRUNK OF A TREE 70 THE 0117LRMOST EDGE OF THE TREE
CANOPY ED IN PLAN FICA % APPROWD MPROWME� ARE N CLEARLY T WIN A CITY /REF IT bUST MUST BE
DISTURBED UNLESS THE PLAIN IS REWSED TO ADDRESS THE IRE£ REMOVAL.
S765MW47ER PaLU70N CONTRA POST CaVS7RUC7AN SE &E NO7E5
DRAM MALL WATER RGE O"A9 95 5S'SOIA PURPOSES L CA� RAURNEAS RM M /E�CnaS AND�OSMAR6F 6WM ROOF
)H
STREET AND /OR INTO THE PUE!IC S70RM DRAIN SY57EM.
2 GRASS AND LANDSCAPE AREAS DESYGNAAED FAR STORM WATER POI.LUIOV 001/7Ra SHHALL NOT BE MODIFIED
N NOUT A PERMIT FROM THE aTY.
LANDSCPEWGaOPR GF F E AA ARAD A E S 7H ADEQUATE R�DCWR R TO DSMA , ?X 97F ALL IMPERNOUS E
MUST SLOPE TOWARD Il£ APPROVED BMP/4%P FACL/TY AND /AR TAE 7URF1IANDSCAPED AREAS
4. NO DRAINS SY>'ALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS OR ANY 07HER /MPERWOUS AREA UNLESS 7HE fZOW
FROM 771E DRAIN DISCHARGES TO AN A0E00A7E IMP/BMP.
5 DR/VEWAY5 SHALL HAVE A MIN /MUM 2X CROSS SLOPE TOWARD THE /MPAbMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM ]HAT IS DE26YVED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUAIF IMP,IBMP.
6. ALL S70RMWA7FR /MP/BMP FACU7ES MOWN HEREON SHALL NOT BE M6191RED AR ALTERED N7HCUT A PERMIT fROM
IHE CITY.
7. 7M£ INSTALLA76N OF ADD/7aVAL /MPERWOUS SURFACES NOT SHOWN ON 7H /S PLAN MAY REQUIRE THAT THIS PLAN
BE REVISED OR 7HAT A SEPARATE ENGNEER/NG PERMIT BE OBTAINED.
S70RMWAIFR POLLU70N CONTROL EVP N07ES RELA7VE 70_COV h?,
CONCREAF WASHOUT
CONTRACTOR SHALL ESTABL19Y AND USE AN ADEQUA TEL Y SIZED CONCRE7F
WASHOUT AREA 75 CONTAIN WASHOUT wisis AN SYIE. IT lS /[LEGAL TO WASH. CONCRETE; SLURRY, MORTAR,
STUCCO, PLASTER AND 7HE LIKE IN70 771E S706MOM IER CONVEYANCE SY57EM OR ANY RECEMNG WATER.
CONTRACTOR .SHALL POST A SIGN DENOVAING THE WASHOUT LOCA76W
COVS7RUC76V S17E ACCESS
A STABILIZED CONS7RU076N S17E ACCESS SHALL BE PROWDED FAR V£H/CLES EGRESS AND INGRESS 70
PREVENT NAMING DIRT OFF SITE 7H /S SHALL / NNCUDE USING MATERIAL SUCH AS 3" CRUS/IED ROC( AND /AR
CORRU047ED STEEL PANELS/PLAAES
CONS7R61C7OV VFH/a.ES
A SPEaRC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESYGNA7F0 FOR CONS7RUCION VEH /EYES
PARK /NG, V£H/CLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAR REPAIRS MALL BE MADE
OfF -.97E
EROSION CONTROL
EROSION C mot MUST BE PROWDED fOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSYOV RESISTANT SURFACES SUCH AS EROS/OV CONTROL M417S
ADEOVAIF GROUND COVER VFGETA70N, AND BONDED FIBER MAI 7R /X.
NO EXCAVATON AND GRADING ACI147ES ARE ALLONfD DURING NET MEA AMER
DIVERSION DIKES MALL BE CONS7ARUCAE9 TO CHANNEL RUNOFF AROUND 7HE CCYV57RUC7ON 577E. COVTRACTOR
SHALL PR07ECT CYHANNEZS AGAINST ER096W USING PERMANENT AND TEMPORARY EROSION COVTROOC MEASURES
REMOVE EX/S7NG VEGEA7AV ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRO/ECTS SHALL BE COVDUC7E0 IN
PHASES TO AKYD UNNECESSARY REMOVAL OF IHE NATURAL GROUND COVER. DO NOT REMOVE ]BEES CR
SHRUBS UNNECESSARL Y,• 7HEY HELP DECREASE EROSION.
7EMPORARY VE6ETA7?W MUST BE PLANTED CW SLOPES OR NHERE 0007RUCAM IS NOT IMMEDIATELY
PLANNED FAR EROSION CONTRA! PURPOSES. EROSION SHALL BE PREKWLED BY PLANING FAST GROWING
ANNUAL AND PERENNIAL GRASSES TO SYH/ELD AND BIND 7HE SOIL.
PLANT PERMANENT VEG�TA76V AS SOON AS POSSIBLE, ONCE EXCAVAIOV AND GRADING AC7147ES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE M /N /M /ZED.
OV -97F CCW57RUCION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE 71.ESE PRODUCTS NHERE 7HEY MILL STAY DRY OUT OF IRE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY COTA/NMENT FOR ALL FUEL STARED OV -577E EUM /NA7F OR REDUCE POILUMV
OF S/LIRMWAMR FRAM STOa(P/LES KEPT 01-97F STOa(P/LES MAY INCLUDE Sao PARING MATERIALS,
ASPHALT CONCRETE, AGGWO47E BASE, ETC STOCY(P/LES SHALL BE LOCATED AWAY FROV CONCEN75A7ED
STORMWAZER S706WWATER FLON5 AND STORd DRAIN /NLE7S: STOa(P/LES -WALL BE COVERED OR PROTECTED
►NTH SOIL STAB /UZAION MEASURES AND PRO14DED WhY A IENPCRARY SEDIMENT BARRIER AROUND IHE
PER /ME7ER AT ALL IMES
/RAINING
CONTRACTOR'S' EMPLOYEES MHO PERFORM 05WS7R11C76V IN I/E a7Y OF ENCINITAS SHALL BE 7RA/NED 70 BE
FAMILIAR ►WTI 7HE CITY OF ENCNITAS STORMWATER POLLUMV CONTROL REQUIREMENTS THESE BMP N07ES
SHALL BE AVAILABLE 70 EVERYONE MMK /NG aV 577E. THE PROPERTY ONHER(S) AND 771E PR /ME CONTRACMR
MUST INFORM SU9C0N7RACA5R5 ABOUT S70RMWA7ER REQUIREMENTS AND THEIR O►NV RESPONS/B/Ll7ES
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE fOR PROPERLY DISPOSING OF ALL WA57E AND UNUSED COVSTRUCflam
MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS AV 7HE GROUND, WHERE WATER CAN CARRY )HEM INTO
THE CONVEYANCE SYSTEM IS 57RIC71YPRCHNITED.
NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO S70RMWAT ER BERMS/DIKES -HALL BE PLACED
AROUND ALL DUMPS7ERS TO LMVERT 771E NATURAL STORM RUNOFF. DUMP -WES SHALL BE CHECKED
fREQUENTZ;' FOR LEAKS DUMPS7ER LIDS .SHALL REMAU✓ CLOSED AT ALL 7MES. DUMPS7ERS IW7HOUT LIDS
SHALL BE PLACED IW7H /N STRUCTURES N7H IMPLRWOUS ROOTING OR COVERED WIN TARPS IN ORDER 70
AVW'D RAIN CONTACT Wf7N ANY ]RASH MA7MAL.
MANY CONS7RU070N MATERIALS INCLUDING S00EN73; WATER -BASED PAINTS VEHICLE MODS, BROMEN
ASPHALT AND CONCRETE; Mt70D, AND CLEARED VE6ETA75N CAN BE RECYCLED. NON- RFCYCLABLE MATERIALS
MUST BE TAKEN TO AN APPROPRIAIF LANDFILL OR DISPOSED 6F AS HAZARDOUS WASTE FOR /NFOIRMAIOV ON
DISPOSAL OF HAZARDOUS MAAER/AL, CALL 7HE HAZARDOUS WASTE H07LINE TXL fREE AT (800) 714 -1195
FOR INFORMA AVIV ON LANDRUS AND 70 ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SUR, ACES PLACE TRASH CANS AND RECYCLING RECEPTAaES
AROUND 7HE 577E
PORTABLE TOILETS MUST BE JN GOOD #WK /NG ORDER AND CHECKED fREMEN7ZY FOR LEAKS. CONTRACTOR
SHALL PRO 140C SECONDARY CONTAINMENT AND LOCATE PORTABLE 701LE7S AWAY FROM SrORMORA/N INLE75 ON
PERWOUS SURFACES
ALL COVSIRUC7OV DEBRIS SHALL BE KEPT AWAY FROM 7HE STREET, GUTTER, AND STORMDRA/N. CONTRACMR
MUST ROUMEZY alECW AND aEAN UP AlA7MAL 7HAT MAY HAVE TRAVELED AWAY FROV 0067ROC76V 97E"
FOR MORE INFORMA76V ON S70 MWA7ER PaLU7011 CAV7ROL MEASURES AND REQUIREMENTS PLEASE CONTACT
TIME ENOINEER/NG DEPARTMENT, CITY OF ENaN/TAS AT (760) 6M-2770.
STOIRMWATER POLLUION CONTROL EVE N07ES 841A ME TO CONSTRU270Y AC7WIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABL/SH'AND USE AN ADEQUATEZY SIZED CONCRETE
WASHOUT AREA 70 COVTA /N WASHOUT WASTES OV 97E. IT /S ILLEGAL TO WASH CONCRETE SLURRY, MORTAR,
S7UCCG PLASTER AND THE LIKE INTO 771E STARMWATER CONVEYANCE SYSTEM OR ANY RECEMNG WA7FR.
COV7RAC70R SHALL POST A SIGN DESIGWA7NG 7HE WASHOUT LOCATION.
CON67RUCI0V 577£ ACCESS
A STAB /UZED COI✓STRVCION 27E ACCESS MALL BE PROWDED FAR VEH/CY£S EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF S17E: 7H /S MALL INCLUDE USING MATERIAL SUCH AS 3" CRUSMED ROCK AND /AR
CORRUGATED STEEL PANEZS/PLA7ES.
Cav37RUC7AV VEH /aES
A SPECIRC AREA AWAY FROM GUTTERS AND STEM DRAIN SHALL BE DESYGVATED FOR CONS77RUC76V V£H /aa
PARK /NG imlaE REFUELING, AND ROUTINE EQUIPMENT MAINAR ANar ALL MAJOR REPAIRS SHHALL BE MADE
Off- -SIZE
EROSION CONTROL
EROSION CONTROL MUST BE PROWDED FCVR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSHOV RESISTANT SURFACES SUCH AS EROSION CONTROL MATS
ADEQUATE GROUND COVER bEGETA70M. AND BONDED F7B£R MATR /X.
NO EXCAVAMV AND GRAD ING AC7V77ES ARE ALLONFD DURING NET HEATHER.
D/VERRON DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND THE CON57RUCION S/7F. CAV7RACT6P
SHALL PROTECT CHANNELS AGAINST EROSION USY,NG PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXHSM0 VEGETAT,OV ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROLAWTS SHALL BE CONDUCIFD IN
PHASES TO AMD UNNECESSARY REMOVAL OF THE NATURAL GROUND COVED DO NOT REMOVE ]TREES AR SHRUBS
UNNECE"SSAR/L Y,• 7HEY HELP DECREASE EROSION.
TEMPORARY VE6E7A76V MUST BE PLANTED ON SZORES AR WHERE CONSIRUC7AV IS NOT IMMEDIATELY PLANNED FOR
ERO90N CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANING FAST- GROWNG ANNUAL AND PERENNIAL
('BASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETA70N AS SOON AS POSSIBLE, ONCE EXCAVA7OV AND GRAD ING ACI147ES ARE COMPLETE.
WATER USAGE FOR DUST CON7RO SHALL BE MINIMIZED.
OV --S/7E CONS7RUCIAV MA7ER/AL STORAGE
STORED 407ER/ALS SHALL BE CONTAINED IN A SECURE PLACE IO PREVENT SEEPAGE AND SPILLAGE. COV7RAC70 R
SHALL STARE 7HESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. COV7RAC70R SHALL PROVIDE
SECONDARY CONTAINMENT FAR ALL fMEL STORED OV -SITE. ELIMINATE OR REDUCE POLLU701V OF STORMWATER IROM
STOMP/LES KEPT ON -27E. S70a(P /LES MAY INCLUDE SaL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROI✓ CONCENTRATED S705MWA7ER S7ORMWAIER fZOW5 AND
STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED ]WAY SOIL STAB /LIZA70N MEASURES AND
PROVIDED W1IH A TEMPORARY SEDIMENT BARR IER AROUND 7HE PERIMETER AT ALL 7MES
TRAINING
COV7RACTRS' EMPLOYEES WHO PERFORM CON57RUCION IN THE a7Y OF ENCIN/TAS SHALL BE TRAINED TO BE
FAMIL /AR IW7H 7HE CITY OF ENCINITAS STORMWATER PO!LUMV 05 Ra REQUIREMENTS THESE EMP N07ES SHALL
BE AVAILABLE 70 EVERYONE NtORK/lNG OV SITE. 771E PROPERTY ONHER(S) AND 7HE PR /ME COVTRACTOR MUST INFORM
SUBCOV7RACTORS ABOUT STORMWATOR REQUIREMENTS AND 7HER OWN RESPOWMILIIES.
WASTE MANAGEMENT
COVTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY D/SPOSYNO OF ALL WA57E AND UNUSED COVS7RU076N
MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICT[Y PRXIB17ED.
NO SEEPAGE FROM ANY DUMPSMR SHALL BE D/SOVARGEO INTO STORMWA7E7L BERMS/D/KES SHALL BE PLAaD
AROUND ALL DUMPS7ERS TO D/WRT 771£ NATURAL STORM RUNOFF DUMP97FS SHALL BE CIECWED fREQUEN7IY FOR
LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL MMES DUMPS7ERS WITHOUT LIDS SHALL BE PLACED N7H /N
STRUCTURES WITH /MPERWOUS RORNG OR COVERED NTH TARPS IN ORDER 70 AVOID RAIN CAVTACT ]WIN ANY
7RA9Y MAIER/AL.
MANY COWFIRU070V MATERIALS, INCLUDING S00fNTS, W,47FR- -8412D PAINTS V£H/aE FLUIDS BROCEN ASPHALT
AND COVCREIE, W OR,, AND CLEARED VF6E7A76N CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN
TO AN APPROPRIATE LANDFILL OR DISPOSED O' AS HAZARDOUS WASTE. FOR INFORMA7ON OV DISPOSAL OF
HAZARDOUS MAAFR/AL, CALL THE HAZARDOUS WASTE H07LINE TOLL fREE AT (800) 714 -1195 FOR INF6R4A7CN ON
LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTAN75 SHALL E< KEPT OFF EXPOSED SURFACES PLACE 7RASH CANS AND RECYCLING RECEPTACLES AROUND
7HE 517E.
PORTABLE TOILE75 MUST BE IN GOOD W➢RK/NG ORDER AND CHEERED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
fROWD£ SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRA /N INLE75 AN PER000S
SURFACES
ALL COVSIRUC70N DEBRIS MALL BE KEPT AWAY FROV 7HE STREET, GUTTER, AND S7WMDRA /N. CONTRACTOR MUST
R0117NELY CHECK AND CLEAN UP MATER /AL 7HAT MAY HAVE TRAVELED AWAY FROM CONSZ70070N SSE
FOR MORE /NFORMAIOV ON STORMWA7ER PCYLU76V CONTRA MEASURES AND REQUIREMENTS PLEASE COI ✓TACT 771E
ENCINEER/NG DEPARTMENT, CITY OF ENCN/TAS AT (760) 8JU 2770.
EAR7HRIM DATA
1) STEEPEST EAIS7NO NATURAL SLOPE OV -ST7F - 3 : 1
2) MAXIMUM VERTICAL DEPTH Or CUT = 15'
3) MAXIMUM If RAICAL DEPTH OF FILL = 11'
4) AVERAGE DEPTH CF CUT = 7600 C. Y. /53,600 SF. x 27 = 38 FT
5) AVERAGE DEPTH O' FILL = 5,100 C. Y144300 SF. x 27 = 3.0 FT
EAR7HKRK.-
CUT= 5,900 C.Y.
FILL = 6,500 C. Y.
EXPORT = 400 C. Y.
REMEDIAL = 9, 900 C Y. (3.0' REMOVAL AND RECOMPACT ALL GRADED AREAS)
1MPERWOUS AREA:
/MPERWOUS AREA PR /OR TO CONSMUCr76N 0 SO FT
/MPERWOUS AREA AFTER CONS7RVC76V. 23856 SO FT
INCREASE IN /MPERWOUS AREA: 23,850 SO FT
DRNEWAYAREA: 7,874 SQ FT
OWNER NAME
JAMES AND SYIAUNA GAME7
6238 TOP/EARY ST
CARLSBAD, CA 92009
(858) 768 -7608
SITE ADDRESS,
1126 DOUBLE LL RANCH RD
BMNITAS, CA 92624
APR.• 264 - 241 -14
LOT 1 OF SUBD /WSYOV MAP 13791 OF SAN DIEGO COMITY, STATE OF CALIFORN IA.
14CINITY MAP
NT•S
OWNER'S CER77ROAIF
I HEREBY CER77FY THAT A REGSTERED SOILS ENGINEER OR aaOCIST HAS BEEN OR WILL BE RETAINED TO SUPERWSE
OVER ALL GRAD / G CIWTY AND AD145E ON 7HE COOP41070N AND STA81L17Y OF 7XF -97E:
AWL - �2� I✓
✓ GAM 7T PATE
DEVELOPMENT OF TH /S PROLECT SHALL CCM/PLY IWIH ALL IHE REQUIREMENTS OF THE MOST RECENT STAIF WATER
RESOURCES CONTROL BOARD (SW ?0) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR D/SCHHARGES OF
S70RMWATER RUNOFF ASSOCIATED WITH CONS7RVC76V ACM7Y. IN ACCORDANCE NTH SAID PERMIT, A STORMWATER
POLLU76YN /`REVfTN701V PLAN (SWPPP) AND A MAN /TAR ING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMEN17ED
CONCURRENT WITH THE COMMENCEMENT OF GRADING A07147ES , AND A COMPLETE AND ACCl/RA7F NOICE OF INTENT
(NOI) SHALL BE FILED W11H 7HE SM 06.. A COPY OF THIS PROTECT SWPPP SHALL BE FILED Wi7H 7HE C17Y OF
ENMITA$ FURTHER, A COPY OF TH£ awafm Noe IRAN 7I/E SWRCB SHOWING THE PERMIT NUMBER FAR 7H /S
PROTECT SHALL BE FILED IWZY 7HE a7Y OF ENCINl7AS WHEN RECEIVED.
IN ADD /IOTA; THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY POR7ON OF 7HE PROPERTY COVERED
BY INS GRADING PLAN ND. 1146 -G AND BY SNRCB N0. R9 -2009 -0001 AND ANY SUBSEQUENT AMENDMEN75 7HERE70
SHALL CDVPLY WhY 7HE SPECAL PROWSYOV ASSET FORTH IN SECIOV C.7 OF SNRCB N0. R9 -2009-
0001.
M 5V / 9 37W 1126
GAME -,1 'LAAF
SOILS LNGAME F CER77RVA1E
/, 4NrWQl / E2 P,#s -fA REGS7ERED aWL ENGINEER /N THE STATE OF CALIFORNIA, PRINaPALL Y DOING BUSINESS /N
THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERIFY 7HAT A SAMPUNG AND S7UDY OF THE SOL COVD /TITANS
PREYALENT WINN 7HIS -97E WAS MADE BY ME AR UNDER MY D/R£CIOV 6W sr.. �4 t- '' AND FAR AN UPDATE OV
59/ - 12• OV£ COVPLETF COPY OF THE SOILS REPORT COMP /LED fROV 7H /S S7UDY, 97H MY RECAM I(ENDA7ovs
HAS BEEN SUBMI77ED 70 7HE 06RCE OF 7HE CITY ENGINEER fUR)HERMO RE / HAVE REVIEWED 7MES£ GRADING PLANS
AND CERTIFY THAT 7HE RECOMMENDA70MS INCLUDED IN 7H£ SOILS REPORT FOR THIS PROECT HAVE RE-FN
INCWPORAIED IN 7HE GiAAD/NG PLANS AND SPEaRCAAm
SIGNED.•
ROE NO.: `i°r ilY
EXP. 9A7E
�� �H?ri� °o ®a -•O®
BELFAST ENG/NEFR/NG LL
PO BOX 231826 °p
ENCIN/TAS CA 92023Ad&ess °
Ti
THE UNDER -MVED ENGINEER AGREES THAT THE NARK PERFORMED BY 7HE ENGINEER SHALL COMPLY
W7y 7HE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR
MC ES 96W THE DVONEER FURTHER AGREES THAT THE HVRK PERFORMED HEREIN .SHALL BE IN
ACCORDANCE TWIN 7HE RULES AND REGULA7AVS R£QU /RED BY THE LYTY 6F LNCN/TAS TO 7HE
EXTENT THAT THE ENGINEER C61V7ROLS SUCH PERFORMANCE. 7HE ENGINEER AGREES THAT ANY
PLANCIHECK OR REWEW PERFORMED BY 7HE CITY OF EHaN/TAS IN 175 CAPACITY AS A PUBLIC
ENITY FOR 7HE PLANS PREPARED BY 7HE ENGINEER IS NOT A DE7ERM/NAMN BY 771E CITY OF
LNaNITAS LE THE TECHNICAL SMME/NCY OR ADEQUACY 6F 7HE PLANS OR DESIGN AND IT
7HEREF6RE DOES NOT RELIEVE THE ENMEER 6F RESPANSIB/UTY FAR THE PLANS OR DESIGN 6F
IMPROV£MEN75 BASED 7HEREON THE ENMEER AGREES TD INDEMNIFY AND Ha.D HARMLESS 771E
CITY OF ENaN/TAS AND 17S OIF/CLRS, A(-EN7S AND fURZOY£ES AYOV PROPERTY DAMAGE OR
BODILY INJURY ARISING scia Y FROM THE NEGY/GENT ACTS ERRORS OR 6WISSYANS OF 7HE
ENGYNEER AND HIS/HER AGENTS OR EMPLOYEES ACING WINN 7HE COURSE AND SCOPE OF SUC7
AGENCY AND EMPLOYMENT AND AR /SING OUT OF 7HE #WK PERFORMED BY THE ENON&2R
27790 GRANITE RIDGE RD AS - ,Bv' cT
ESCOND /D0, CA 92026
760 - 410 -8171
BENRLUNDOWAIL.COM
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THAT Mt/V/ Y/rAL O /rAIiv//rNAMR /E MAW 771 t/va20SUJ ar/AU. 11A Vt. AN /M/2KY /W /v Oa(A rvua/ND OME
THAT MILL NOT ALLOW RAIN WA7FR 777 £N1ER 171E ENa057/RE. THE ENCLOSURE SHALL E LOCKABLE AND LOa(LD
WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOD IN ANY LIQUIDS THAT ESCAPE fRAV 7HE
CCISNUCAFD N10 ND fZAT TO ALLOW RaUNG OF TV W�RI N AND CUTa ME ENaOSVRE SH�M E CAN BE
CAN7A/NED OR MAY HAVE A DRAIN 7K4T DISCHARGES THROUGH AN AbSm14MLY SIZED OIL/ GREASE SEPARA7OR AND /S
SSYS� OTDTO PLANTERS OR THE STS D� YS� �A SEP RA /A�F�// ULD /� £ M /T/HMAY BE R OMRED FOR �S
STRUCfI/RE.
Q
PUBLIC WORKS
PLANNING & BUILDING
PARKS & RECREATION
0
CIVJ!
6,
W
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I
' No. C68849
EXP. 9/30/13
/�
C_ -.(!,� 3 Zg'13
CIVII �P
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rn
rw
BY. DATE:
Y. DATE:
SIG ATURE PIRES YEARS FROM DATE SIGNED
N
THAT Mt/V/ Y/rAL O /rAIiv//rNAMR /E MAW 771 t/va20SUJ ar/AU. 11A Vt. AN /M/2KY /W /v Oa(A rvua/ND OME
THAT MILL NOT ALLOW RAIN WA7FR 777 £N1ER 171E ENa057/RE. THE ENCLOSURE SHALL E LOCKABLE AND LOa(LD
WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOD IN ANY LIQUIDS THAT ESCAPE fRAV 7HE
CCISNUCAFD N10 ND fZAT TO ALLOW RaUNG OF TV W�RI N AND CUTa ME ENaOSVRE SH�M E CAN BE
CAN7A/NED OR MAY HAVE A DRAIN 7K4T DISCHARGES THROUGH AN AbSm14MLY SIZED OIL/ GREASE SEPARA7OR AND /S
SSYS� OTDTO PLANTERS OR THE STS D� YS� �A SEP RA /A�F�// ULD /� £ M /T/HMAY BE R OMRED FOR �S
STRUCfI/RE.
PUBLIC WORKS
PLANNING & BUILDING
PARKS & RECREATION
OLIVENHAIN MUN. WATER
DIST.
ENCINITAS
FIRE PROTECTION DIST.
BMP PROJECT STATUS
3 2/ 13
/�
C_ -.(!,� 3 Zg'13
�/
�•� I. (3
f �i<�
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN
ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER
TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES`
RECORDED ON ai3-04)4-1s
AS ODIC. 7013- d7t}x3 //
DATE:
BY. DATE:
Y. DATE:
SIG ATURE PIRES YEARS FROM DATE SIGNED
D
REVISIONS
APPROVED
DATE
REFE
Nc s
DATE
BENCH MARK
SCALE
SPECIAL DISTRICT
ENGINEERING
DEPARTMENT APPROV
CITY OF
ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING
NO.
BRL
MR
AS- U �i
L°ZS�
DESCRIPTION: PT{/Ofo asi� ore
LOCATION: 2.5'01,WIN7HENECORNEYROFVAULTAN
7HESW0lJA0ANT6 laVE✓Aa(0,ff9
D�ECL RANCH RD /NETraNrTAS
ELEVATION: 20 16 DATUM: NAND 88
HORIZONTAL ASSONN
VERTICAL AS S2ONN
PLANS PREPARED UNDER
BENJAMIN R. LUND
SUPERVISION OF
DATE: �n T
R.C.E. No.: sssa9
EXP.: 9/30/13
RECOMMENDED APPRO ED
BY: BY:
DATE: 4 (� S/ 13 DATE:
GRADING PLAN FOR:
PLANING CASE NO:
1126 DOUBLE LL RANCH ROAD
JAMES AND SHAUNA GAMETT
APR: 264- 241 -14
12 -031 ADR
11446 -G
SHEET 1 of
4
COV57RVCAON NO7ES• PL
L THE DRAINAGE PANELS SHOULD CONSIST OF PREFABRICATED GEOCOMPOSITE DRAIN SUCH AS MIRADRAIN
6000 ✓DRAIN 200, OR SIMILAR APPROVED PRODUCTS FILTER FABRIC SHOULD CONSIST OF SPUN -BOND,
NEEDLE PUNCHED GEOSYNTHE77C SUCH AS MIRAfI 14ONL, SUPAC 4NP, OR SIMILAR FABRIC. 18.5' 3.5'
2 SPLICES SHOULD BE CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDAAONS.
INTERLOCKING TYPE PANELS SHOULD BE OVERLAPPED AT LEAST 6 INCHES. NON - INTERLOCKING TYPE ?�
SHOULD BE OVERLAPPED AT LEAST 12 INCHES.
3 SUBDRAINS SHOULD OU7ZET TO STORM DRAINS SUBDRAIN AND OU7ZET SHOULD HAKE A MINIMUM 1 2%
PERCENT FALL. ( ,
4. COMPOSITE PANEL DRAIN COVERAGE TO BE DETERMINED IN 771E FIELD BY GEOTECHN /CAL CONSULTANT
- F � 5" PCC OVER 6"
i CLASS ll AB
RECONS7RUCIED
2:1 SLOPE FACE
(OR fZATIER)
12" SOIL CODER
MINIMUM
LTEMPORARY 1:1
CUT SLl
DING PAD 2.1 COUPACIEO -� ORECAON
GRANULAR OF
4' (MIN) SOIL BACKFILL SEEPAGE FLOW
COMPOS17F PANEL DRAIN
29 FALL (FABRIC SIDE FACING SEEPAGE)
4-15' (MIN) 2" OF CRUSHED ROCK
BELOW PERFORATED PIPE
4" DIAMETER PERFORA7ED PVC PIPE SURROUNDED
BY MINUS 3/4" CRUSHED ROCK WRAPPED IN FILTER
FABRIC (1 CUBIC FOOT PER LINEAL FOOT PIPE)
STABILIZA TION FILL DETAIL
(REPRODUCED FROM SOILS REPORT)
N7S
DEEP R007ED, DENSE, DROUGHT -
TOLERANT PLAN77NG SUITABLE FOR
KELL DRAINED SOIL
4 " PVC W1A
FACING DOW
0 FG
8" PVC RISER WTH 255.0 FG
12 "X12" GRATE
2 -3" HARDWOOD MULCH
1- 18" ENGINEERED SOIL
- (SEE NOTE BELOW)
a " 18" OF 314" GRAVEL
X12" OF 314" GRAVEL
6OURB
SECTION A -A
NIS i
(PLAIN UNIC FEAKE PE(C :M - :
Yom, ^s�-
5" PCC 06ER 2 "-J
CLASS ll AB KEYSTONE WALL
sECTION B -B
NTS
8" PVC TO OUTfALL
*8105E7EN770N ENGINEERED SOIL " LAYER SHALL BE MINIMUM 18" DEEP SANDY
LOAM" SOIL MIX WTH NO MORE THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN
50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -309 TOPSOIL.
SECTION C -C
NTS
PL
HOMEOWER TO MAINTAIN BASIN IN PERPETUITY IN ACCORDANCE WTH STORMWA7ER 2g 8 I n
TREATMENT FACLITY MAINTENANCE AGREEMENT DOC / a013 - O ? !G€XSF6W 8W
RECORDED ON °9-/ . 4? 4 11 N 2:5--8- .
B/ORETENT/ON DETAIL FOR
HYDROMODIFICA PON MANAGEMENT
NN
?`S9G TC I ,
2 WDE CURB CUT TO
2 D -75 DOWDRAIN
EX D -75 ?6 �°� E
REMOVE EX D -75
APN.• 264 -241
APN.• 264 -241-
APN.• 264 -241
GRAPHIC SCALE
1. = 30'
.Z A- IO (k Z° 6XS 8e"fiCUAAC01 KEYSTONE WALL
2Ll%
SECTION D -D
c�-
N75
77
o S'EC77ON E E
� GE•NERAL NOTES-
NTS 1. AIE PUBLIC ITNL SHALL REMA IN OPEN AND FUNCTIONAL AT ALL
P
77MES DURING 66W)RUCAON. PRIOR 70 FINAL INSDECAOV, THE TRAIL 2631 TO
jMALL BE REPAIRED AS NECESSARY 70 ITS OR16YNAL CO W70111 259.0 SD
ti�M �� . 2. POOL PER SEPARA7E PERMIT REMOVE EX CONC 0170
�p 3. STAIRS PER SEPARATE PERU /T REPLACE Wl7H 18" RCF
4. POOL 70 BE PLUMBED TO S£M£R, /F RmllRED BY CITY OF EHGNITAS
SAND D -32 HEADWALLS
,U4 0 5 PURSUANT A9 S%aRC CON010111 SCAT Or PBD- 2012 -50 (CASE N0. _
/� P�v BIORETENAON BASIN 12-031 -ADR) APPROVED OV OCTOBER 25, 2012, f'R /� TO 771£
0 PAD 254.0 ISSUANCE OF BUILDING PERM /7.9 THE APPLICANT SHALL- ESTABLISH A
E ti� 00� MAXIMUM APPLIED WATER ALLOWANCE (MA WA) AND COWPZ£IE A BEST °
LANDSCAPE DESIGN PRACACES CHECKLIST TO THE SAASFACAOV OF /
THE PLANNING AND BUILDING DEPARTMENT PURSUANT TO S£CAON _
23.26 (WATER EFFICIENT LANDSCAPE REIX/LAPONS) OF THE MUNIaPAL _�
CODE.
22 TC /G�B p(** 6. KEYSTONE DESIGN TABLE PROVIDED BY 07HERS CALCULABONS AND f
REPORT CAN BE FOUND ON PILE AT THE CITY.
°- 0 -40 /2 BACKING ^ -
T = 1.1' Wit
/ I D -32 T = 1.1'
HEAVY BROOM FINISH 1 259.5 FL _
AT TRAIL CROSSING 1 42' , 18" RCP72.1_
000 B�EL
f�'-- _ ��NCti I'
rsoo D _ _
DRIVEWA Y DETAIL
SCALE I'= 10'
WE A - sT#ARC Lf cab
Ta 10 C00 TFAWA -1700)
40 13- EK)> (ra
TO 104 CqoLe TIRANSITOW
DESIGN TABLE FOR KEYSTONE CENTURY WALL
TOTAL
WALL
HEIGHT
(H)'
# OF
LAYERS
MIRAGRID
2XT
GRID LENGTHS & GEOGRID POSITION ABOVE THE
BASE, BETWEEN THE BLOCKS OF THE WALL FACE?
GRID 1
GRID 2
GRID 3
2'
0
NONE
NONE
NONE
2'-8"
1
(4') 2ND & 3RD
NONE
NONE
3-4"
1
(4) 3RD & 4TH
NONE
NONE
4'
2
(4)1ST & 2ND
(4') 4TH & 5TH
NONE
4-8"
2
(4) 2ND & 3RD
(4') 5TH & 6TH
NONE
6-4"
3
(45) 2ND & 3RD
(4.6) 4TH & 5TH
(45) 6TH & 7TH
6'
3
($)1ST & 2ND
(5') 4TH & 5TH
(5') 7TH & 8TH
'TOTAL WALL HEIGHT INCLUDES 5' MIN EMBEDMENT BELOW GRADE
Z GRID LENGTH IS MEASURED FROM THE FRONT FACE OF THE UNIT TO THE
BACK OF THE GEOGRID
3 ASSUMED 2:1 SLOPED BACKFILL, CBC SOIL TYPE 4 OR BETTER (PHI = 30 ^)
(REFERENCE CBC TABLE 1804.2)
APN.• 264- 240 -39
FIRE ACCESS N07ES-
1. NO PARKING IS ALLON£D /N 1H£ HAMMERHEAD.
2. A VERACAL CLEARANCE OF 135' SMALL BE- MAINTAINED W?MN 7HE HAMMERHEAD
F097PR /NT.
3 NO /7tEE SHALL BE PLANTED INSIDE ALE HAMMERHEAD.
4. 7HE HAMMERHEAD SHOWN HEREON ENSURES 7HE FRE EN67NE 7RAVEZ PA 7H LE
THE ORES AND VEHICLE BODY ARE UN01457R1107ED.
5 ARE APPARATUS ACCESS ROADS 9VALL BE DESYGNED AND MAINTAINED 70 SUPPORT
THE IMPOSED LOADS OF A FIRE APPARATUS NOT LESS 7HAN 75,000 POUNDS
D -40 12 BACKING
TO REMAIN.
, EASEMENT TABLE
WORK TO BE DONE
DATE
THE 6RAGING CANS/S75 OF THE FO!L00010 Mt7RK M BE DANE IN ACCORDANCE WhY THE LATEST EDRAAN
Symbol ?>
OF THE FCUOMING DOICUMEWS:•
Description
1. SAN DIEGO AREA REGONAL STANDARD DRAMINGS (LATEST EUMOV),
2 'STANDARD SPELYFICAAOWS F6 R PUBLIC M WS COVSIRlICACN' (LATEST EGAaV) CO WANLY
I By
REFERRED 70 AS THE 'ARE W BOCK;
REPORT PER DOC RECORDED 1/3111985 AS DOC # 85-033895 O.R.
3 CITY X ENaNITAS GRADING ORGNAN=
6
4 MANUAL AN UNIFORM TRAFf7C CaVTROL "LYS (MUMD)
BQgHEcKED
5 HYDMOGY STUDY BY BEN LUND ENRNER/NG DATED NOVEMBER 7 2011 a1/ FILE AT 7HE CITY OF
60' OFFER OF DEDICATION OF DOUBLE LL RANCH ROAD FOR PUBLIC
ENOWITAS
6 KEYSTONE LEwwr WALL 'STANDAROZED MANUAL FA4 £NGNEERED RETAINING WALL UP 70 6 fEFT"
2
BY PAUL FRANKENBERG£R REVISED JANUARY OF 2011.
�,e g
ANY LY/ANGES OR REW9016 7HERD9W 9VALL BE APPROY£D BY THE O'7Y ENGNEER PRIOR M
RECOMMENDED APPRO ED
BY: BY:
4 /i5/ (13
DATE: DATE: � IS /
COVS7RUC7701V
3
9
91- 0178724 OF O.R.
L�kGEND
Sy��/
PROPERTY BOY/NDARY - -- -
THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA ON
4
' I TW
PROPOSED CONTOUR - -- 558
4 369.5
6 •0 BW
EXISANG CONTOUR - -- 558
5 i faE 1 I '•
PROPOSED EIEYAAAN - -- i9C6 FG
i
T7BAOK - --
5
EAZWENT - -- -
EASEMENTS DEDICATED ON MAP 12816.
KEYS70NE RETAINING WALL* - --
6
SEE DESIGN TABLE A /IS SHT
2)0 5 B49
B' PIC STORM DRAIN* - -- m- -
36
AN EASEMENT FOR CABLE TELEVISION FACILITIES PER DOC
4' PRIVAIF &W LAZERAL & CO - -- - s- - --o
RECORDED 4/5/1994 AS DOC # 94224539 OF O.R. SAID EASEMENT.
2' PRIVA IF WA7ER LATERAL WS-02 - •- - �'V
17
W/ 1' METER
2f #f f51 Bar
12 'x12' BROWS /NLE7**
DOUBLE LL RANCH ROAD AS SHOWN ON SAID MAP 13791. ALSO
8
r
11'x12' BROOKS CLEANOUT - -- O
•jjf[jj, �,
e F F I
CUT/FILL LINE - -- -
f >1 r
651206 OF O. R.
8ROW D/Tail, (TYPE B) D -75
I ttit �
7►y
C6MCAFTE (5' PCC/X' AB) * ** - --
}• f BW
STAIRS M -26
t
STAB /UZA770V ALL PER CEOTEm RE•PA4T
ff
iEUNLESS 07HERWSF NOTED
** MARK ALL 1AZETS MIA/ THE KRDS 'NO DUMP /NG DRAINS M OCEAN"
10
* ** CONCRETE OR/bE• WAY, 7ENN/S COURT, AND fZA7M W PER GEO)FOYNICAL RECCI4MENDA77ANS DRIIFWAY = 6'
APN• 264 - 241 -15
AB AND MWN/S COURT = 2' AB. AB = LYASs // PER sGLs REPORT.
TO REMAIN.
, EASEMENT TABLE
APPROVED
DATE
R ENqIES
Symbol ?>
PTR#
Description
SPECIAL DISTRICT
OPEN SPACE EASEMENT -iii ASSURE APPROVAL OF A GEOTECHNICAL
I By
ENGINEERING DEPARTMENT APPROVALS
REPORT PER DOC RECORDED 1/3111985 AS DOC # 85-033895 O.R.
1
6
EASEMENT EXTENDS EASTERLY TO LONE .TACK ROAD.
BQgHEcKED
-1�UI
60' OFFER OF DEDICATION OF DOUBLE LL RANCH ROAD FOR PUBLIC
•'Z•
ROADWAY PURPOSES PER DOC RECORDED 4/21/1991 AS DOC # 91-
2
8
0156056 OF O.R.
PLANS PREPARED UNDER SUPERVISION OF
DATE: � ��'t�
' R.C.E. NO.: 68849
BENJAMIN R. LUND
EXP.: 9/30/13
RECOMMENDED APPRO ED
BY: BY:
4 /i5/ (13
DATE: DATE: � IS /
32' PRIVATE ROAD EASEMENT PER DOC RECORDED 4/19/1991 AS DOC #
3
9
91- 0178724 OF O.R.
32` PRIVATE ROAD EASEMENT PER MAP 12816 FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA ON
4
11
512111991.
32' EASEMENT FOR INGRESS AND EGRESS PER DOC RECORDED
3/27/1992 AS DOC # 0175447 O.R. SAID RESERVATION REFERENCES
5
14
EASEMENTS DEDICATED ON MAP 12816.
20' WIDE PUBLIC SEWER EASEMENT PER DOC RECORDED 2/1211993 AS
6
15
DOC # 1993 - 0092653 OF O. R.
AN EASEMENT FOR CABLE TELEVISION FACILITIES PER DOC
RECORDED 4/5/1994 AS DOC # 94224539 OF O.R. SAID EASEMENT.
7
17
BLANKET EASEMENT THAT CANNOT BE SHOWN.
DOUBLE LL RANCH ROAD AS SHOWN ON SAID MAP 13791. ALSO
8
23
INCLUDED RECREATIONAL TRAIL EASEMENT ON SAID MAP
32' PRIVATE ROAD EASEMENT PER DOC RECORDED 9/23/1999 AS DOC #
9
24
651206 OF O. R.
3' WIDE SDG &E EASEMENT OVER ALL INSTALLED UTILITIES, OVER THE
60' WIDE OFFER OF DEDICATION OF DOUBLE LL RANCH ROAD FOR
PUBLIC ROADWAY PURPOSES, AND THE 16 PRIVATE ROAD EASEMENT
COMMONLY KNOWN AS "EDWARD LLOYD LANE" PER DOC RECORDED
10
1 25
10/411999 AS DOC # 671096 OF O.R.
7n' wnF IW IWA1F1d1A1 A 11IAM -WA1
0 R. F
rT
�G Z
o r`
No. C68849
EXP. 9/30/13
CIVIL NQ-
L�E
OF CA/
BENLUNDI
ENGINEERING
REVISIONS
APPROVED
DATE
R ENqIES
DATE
BENCH MARK
SCALE
SPECIAL DISTRICT
L2ELwN By
I By
ENGINEERING DEPARTMENT APPROVALS
CITY OF EN CI N I TAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
RL
BQgHEcKED
-1�UI
•'Z•
2 •i S
DESCRIPTION: PT/10f0 aw- -012
LOCATION: 2.5'DIWIN7H£NECMROFVAULT /N
7HE SW OVAARANT 6F LONE ✓A/X( RD AND
DarIBLELL RANat Rv INENaNr)AS -�
ELEVATION: 20.116 DATUM: NAND 88
HORIZONTAL AS-WOW
- -� ° °�° °�-
VERTICAL AS -WOW
PLANS PREPARED UNDER SUPERVISION OF
DATE: � ��'t�
' R.C.E. NO.: 68849
BENJAMIN R. LUND
EXP.: 9/30/13
RECOMMENDED APPRO ED
BY: BY:
4 /i5/ (13
DATE: DATE: � IS /
GRADING PLAN FOR:
1126 DOUBLE LL RANCH ROAD
JAMES AND SHAUNA GAMETT
APN: 264 - 241 -14
PLANING CASE NO: 12 -031 ADR
11446- G
SHEET 2 OF 4
V
EXIS77NG
GROUND
14'
1 !� STORM DRAIN INLET
PROTECnoN
,()) GRAVEL BAG PLACEMENT
J. AT EACH INLET (TYP)
INLET PROTECTION
N75
3 BAGS HIGH (MAX.)
2 BAGS HIGH (MIN.)
LOWER BAG ROW TO BE
BURIED 6' UNDER GRADE.
GRA VEL BAG CHECK DAM
NTT
8' MIN.
PROFILE.
I. 50'
PUBLIC RIGHT
OF WAY
6-
PUBLIC RIGHT OF WAY
PLAN CR SHED I lPBE7WFENPSTABILIZED CONSTRUCAON
ROCK ENTRANCE AND PUBLIC RIGHT -OF -WAY
STABILIZED CONSTRUCTION ENTRANCE
N7S
1. SET POSTS AND EXCAVATE A 4
BY 4 IN (10 BY 10 CM) 7RENCH
UPSLOPE FROM AND ALONG THE
LINE OF POSTS
J. A TTACH THE Rl IER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH
4 IN
2. STAPLE WRE FENCING TO
THE POSTS
4 BACKFILL AND COMPACT THE
EXCAVATED SOIL
SIL T FENCE
NTT
APN.• 264 -241 =�?
0
f78ER ROLLS EVERY OWV
CONTOUR EVERY f5'
WR77CAL (T)P) '
r
APN.• 264- 241 —DS,
�p
INLET PRO7
(7p)
APN.• 264 -241
.%1FENOF
GRADING f
(7�P)
-270
STABILIZED
CONS7RUCAW - ---
ENTRANOF
( %C
6%1FENCE AROUND
GRADING PERIMET&
e \ CO
r
SARA `
TT
.✓ . Y /� � J / f r I � - s v
r ry
APN.• 264- 240 -39
3
ROLLS EVERY ON
UREVERY15'6F
AL (TYP)
APN.• 264 - 241 -15
1, mom 1 - 0� 'Mi.; A
PROPOSED COV70UR
558
EXISANG CON7014?
R EN ES
PROPOSED ELEVAAO'V
3.9Q6 FG
C1^i 7MUN£
-
RETA/MNG WALL
N
B' PVC STORM DRAIN*
-
S1LIFENOE
v
GRAVEL BAGS
°o
R&?? ROLLS
cl-
Z
12 X12' BROOKS 1NLE7**
0
12 X12' BROOWS G.EANOUT
❑°
alT/47LL LINE
-
bROW D17DY
f
CaWAIEAF
STAIRS
CONS7RUCACw EN7RANL>^
• UNLEZ 07HERWZ NOTED
** MARK ALL INLETS N11H 7HE M MS 'NO DUMPING DRAINS 70 OCEAN'
- %%FENCE AROUND
GRADING PERIMETER
(7)P)
w•nf qn— �Dn«
. -, , _ GRAVEL BAG
LI .� CHECK DAM
APN.• 264- 240 -43
N
i
s
BEINLUND
W
ENGINEERING m
REVISIONS
APPROVED
DATE
R EN ES
DATE
0
SCALE
A�
N
ti
a
CITY OF EN CI N I TAS ENGINEERING SERVICES DEPARTMENT
v
L
°o
R
cl-
Z
0
C 1 VT
DESCRIPTION: PTp010 (X519 011
LOCATION: 2.5'DI- WINA1ENECORNETfOFVAULTIN
THE SW OUAMANr OP LONE ✓AC9( RD AND
DOf/BL£LLRANL7IRD /NENgNITAS
ELEVATION: 2016 DATUM: NA VD 88
HORIZONTAL AS-WOW
VERTICAL AS SilONN
_ m o m
No. C68849
Or EXP. 9/30/13 *
I\
>1
FOF CAU-\ �
EROSION CONTROL PLAN FOR:
1126 DOUBLE LL RANCH ROAD
JAMES AND SHAUNA GAMETT
APN: 264 - 241 -14
PLANING CASE NO: 12 -031 ADR
11446 -G
N
i
s
BEINLUND
W
ENGINEERING m
REVISIONS
APPROVED
DATE
R EN ES
DATE
BENCH MARK
SCALE
SPECIAL DISTRICT
ENGINEERING DEPARTMENT APPROVALS
CITY OF EN CI N I TAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
L
R
�s I+T'
215
LoWl 30
DESCRIPTION: PTp010 (X519 011
LOCATION: 2.5'DI- WINA1ENECORNETfOFVAULTIN
THE SW OUAMANr OP LONE ✓AC9( RD AND
DOf/BL£LLRANL7IRD /NENgNITAS
ELEVATION: 2016 DATUM: NA VD 88
HORIZONTAL AS-WOW
VERTICAL AS SilONN
PLANS PREPARED UNDER SUPERVISION OF
DATE: 3 Zg 13
BENJAMIN R. LUND R.C.E. NO.: 68849
EXP.: 9/30/13
RECOMMENDED APPROVED
BY: /"'•� �G�— BY: s
DATE. 4115 3 DATE. � /
EROSION CONTROL PLAN FOR:
1126 DOUBLE LL RANCH ROAD
JAMES AND SHAUNA GAMETT
APN: 264 - 241 -14
PLANING CASE NO: 12 -031 ADR
11446 -G
SHEET 3 OF 4
REVISIONS APP
I LT
PLANT LEGEND- FUEL ZONES
BOTANICAL NAME/ COMMON NAME SIZE
DECIDUOUS TREES - DRIVEWAY
+ LIQUIDAMBAR STYRACIFLUA CULTIVARS - SWEETGUM 24" BOX
PISTACIA CH/NENSIS - CHINESE P/STACHE 24" BOX
EVERGREEN TREES - SLOPES
QUERCUS AGRIFOLIA - COAST LIVE OAK 36" BOX
PERIMETER SCREEN TREES - SLOPES
A
ARBUTUS 'MARINA'- STRAWBERRY TREE 24" BOX
PRUNUS CAROLINIANA - CAROLINA LAUREL CHERRY 15 GALLON
RESIDENTIAL ACCENT TREES
CUPANIOPS/S ANACARDIOIDES - CARROTWOOD 36" BOX
LAGERSTROEMIA INDICA CULTIVARS - CRAPE MYRTLE 24" BOX
PLATANUS RACEMOSA - CALIFORNIA SYCAMORE 36" BOX
PODOCARPUS GRACILIOR - FERN PINE 24" BOX
PRUNUS CERAS/FERA 'VESUVIUS' - PURPLE LEAF PLUM 24" BOX
G PYRUS CALLERYANA 'ARISTOCRAT' - ARISTOCRAT PEAR 24" BOX
FORMAL GROVE TREES OWNER SELECTED
CITRUS CULTIVARS - LEMONS, ORANGES 24" BOX
DECIDUOUS FRUIT TREES - APPLE, PEACH, PLUM 15 GALLON
ORNAMENTAL FOUNDATION SHRUBS
CALLISTEMON V. 'LITTLE JOHN'- DWARF CALL/STEMON 5 GALLON
CARISSA G. 'TOMLINSON' - NATAL PLUM 5 GALLON
ESCALLONIA FRADESI - ESCALLON/A 5 GALLON
PITTOSPORUM T 'VAR/EGATA' - VARIEGATED TOBIRA 5 GALLON
RHAPH/OLEPIS I. VARIETIES - INDIA HAWTHORN 5 GALLON
RHUS OVA TA - SUGARBUSH 5 GALLON
TRACHELOSPERMUM JASMINOIDES - STAR JASMINE 1 GALLON
XYLOSMA C. 'COMPACTA' - DWARF XYLOSMA 5 GALLON
EVERGREEN SLOPE SHRUBS
CARISSA GRANDIFLORA - NATAL PLUM 1 GALLON
C/STUS PURPUREA - ROCKROSE 1 GALLON
LANTANA MONTEVIDENSIS - TRAILING PURPLE LANTANA 1 GALLON
PLUMBAGO AURICULATA - CAPE PITTOSPORUM 1 GALLON
ROSMAR/NUS O. ' PROSTRATA' - PROSTRATE ROSEMARY 1 GALLON
XYLOSMA CONGESTUM - SHINY XYLOSMA 1 GALLON
EVERGREEN SLOPE GROUNDCOVER
BACCHAR/S P. 'TWIN PEAKS'- DWARF COYOTE BUSH FLATS
MYOPORUM PARVIFOLIUM - PROSTRATE MYOPORUM FLATS
VINES - FENCES AND WALLS
DISTICTIS BUCCINATORIA - BLOOD RED TRUMPET VINE ' 1 GALLON
LONICERA SUBSPICATA - CHAPARRAL HONEYSUCKLE 1 GALLON
TRACHELOSPERMUM JASMINOIDES -STAR JASMINE 1 GALLON
SEEDED GRASS
MEDALLION FESCUE OR EQUAL - SEED AT RATE OF 10 LBS. PER 1,000 SF
GENERAL NOTES
REMARKS
STANDARDS
STANDARDS
t, 0 1
STANDARDS
LOW BRANCH
MULTI -TRUNK
MULTI TRUNK
MULTI -TRUNK
STANDARDS
LOW BRANCH
STANDARDS
LOW BRANCH
STANDARDS
PLANT AS HEDGE
PLANT @ 3' OC
PLANT AS HEDGE
PLANT @ 4' OC
PLANT @ 3' OC
PLANT @ 4' OC
PLANT @ 18" OC
PLANT AS HEDGE
PLANT @ 4'
OC
PLANT @ 4'
OC
PLANT @ 4'
OC
PLANT @ 5'
OC
PLANT @ 4'
OC
PLANT @ 5'
OC
PLANT @ 12" OC
PLANT @ 12" OC
STAKE GROWN
STAKE GROWN
STAKE GROWN
1. ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY AN AUTOMATIC IRRIGATION
SYSTEM PROVIDING FULL COVERAGE.
2. ALL SLOPE AREAS SHALL BE PLANTED WITH DROUGHT TOLERANT GROUNDCOVER
AND SHALL PROVIDE EROSION CONTROL AS REQUIRED BY THE CITY.
3. COMB /NAT IONS OF TREES, SHRUBS AND GROUNDCOVER SHALL BE INCORPORATED
TO PROVIDE SCREENING AND SOFTENING OF MANUFACTURED SLOPES.
DATE 5EFWENgES DATE BENCH MARK SCALE
ly _ 15 DESCRIPTION: PTl1010 CLS8 -012
LOCATION: 25' DI-W IN THE NE CORNER OF VAULT IN
7HE SW O&WORANT OF LONE JACK RD AND HORIZONTAL AS SHOWN
- -" DOUBLE LL RANCH RD IN ENCINITAS
VERTICAL AS SHOWN
ELEVATION: 203.16 DATUM: NA VD 88
APN• 264- 241 -05
APN.• 264- 241 -06
APN.• 264- 241 -19
APA,,. 264 - 241 -15
GRAPHIC SCALE
I" = 30'
_ i
i
810 - RETENTION BASIN
INSTALL NATIVE, DROUGHT TOLERANT, NON - INVASIVE HYDROSEED MIX
SUITABLE FOR WELL - DRAINED SOILS. SEED COMPONENTS INCLUDE:
VARIETY
�-
LBS/ACRE PURE LIVE
ABROn4A MARITIMA 2 LBS 1
AMBROSIA CHAM /SSON /S 3 LBS
CAMISSON/A CHEIRANTHIFOLIA 2 LBS 422/0 %
COREOPSIS MARITIMA 1.5 LBS ly /q
LESSINGIA FILAGINIFOLIA 2 LBS 1%
LASTHEN/A CALIFORNICA 1.5 LBS .3%
VULP/A MICROSTACHYS 8 LBS 72%
PLANTAGO ERECTA 5 LBS 72%
SPECIAL DISTRICT
ENGINEERING -DEPARTMENT APPROVALS
RECOMMENDED APPJ�7 - -�_�
BY: AA- BY:
DATE: — W 3 DATE:
DEFENSIBLE SPACE NOTES
1. ZONE 1- 50' WIDE `GREEN ZONE'
A. ALL PLANT MATERIAL WITHIN THIS ZONE SHALL BE
REGULARLY MOWED AND PROPERLY MAINTAINED BY THE
OWNER.
B. TREES AND SHRUBS SHALL BE THINNED AND PRUNED BY
THE OWNER AT LEAST ANNUALLY.
C. TREE LIMBS SHALL BE MAINTAINED AT LEAST 10' AWAY
FROM CHIMNEYS.
D. DEAD TREE AND SHRUB BRANCHES SHALL NOT BE
ALLOWED TO OVERHANG ANY STRUCTURES.
E. LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN
AUTOMATIC IRRIGATION SYSTEM.
F. ALL PLANT MATERIALS WITHIN THIS ZONE SHALL BE FIRE
RESISTANT TYPE PLANTS.
G. ALL DEAD AND DYING VEGETATION MUST BE REMOVED.
H. GROUNDCOVER (INCLUDING GRASS LESS THAN 18" HIGH)
NEED NOT BE REMOVED FROM SLOPE AREAS WHEN
NECESSARY TO STABILIZE THE SOIL AND PROVIDE
EROSION CONTROL.
2. ZONE 2 - 50' WIDE REDUCED FUEL ZONE
A. ALL PLANT !MATERIAL WITHIN THIS ZONE SHALL BE
REGULARLY MOWED AND PROPERLY MAINTAINED BY THE
OWNER.
B. TREES AND SHRUBS SHALL BE THINNED AND PRUNED BY
THE OWNER AT LEAST ANNUALLY.
C. LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN
AUTOMATIC IRRIGATION SYSTEM.
D. ALL PLANT MATERIALS WITHIN THIS ZONE SHALL BE FIRE
RESISTANT TYPE PLANTS.
E. ALL DEAD AND DYING VEGETATION MUST BE REMOVED.
F. GROUNDCOVER (INCLUDING GRASS LESS THAN 18" HIGH)
NEED NOT BE REMOVED FROM SLOPE AREAS WHEN
NECESSARY TO STABILIZE THE SOIL AND PROVIDE
EROSION CONTROL.
G. REMOVE ALL COMBUSTIBLE VEGETATION WITHIN 10 FEET
ALONG BOTH SIDES OF THE DRIVEWAY.
H. OWNER SHALL MAINTAIN HORIZONAL AND VERTICAL
SPACING BETWEEN SHRUBS TO PREVENT FIRE FROM
SPREADING.
I. TREES IN THIS ZONE SHALL BE PRUNED TO A HEIGHT OF 10'
FROM FINISH GRADE TO REDUCE 'FIRE LADDER'.
J. EXISTING NATIVE VEGETATION IN THIS ZONE SHALL BE
MODIFIED AND THINNED BY 50% ON AN ANNUAL BASIS BY
THE OWNER.
3. ADDITIONAL DEFENSIBLE SPACE NOTES
A. ORCHARDS AND GROVES SHALL BE MAINTAINED AND KEPT
IN A HEALTHY STATE BY THE OWNER. A 10' FIRE BREAK
(CONSISTING OF NON - PLANTED AREAS OR LOW
GROUNDCOVER MATERIAL) SHALL BE MAINTAINED
BETWEEN THE PERIMETER OF THE GROVES /ORCHARDS
AND ANY NATIVE OR ORNAMENTAL TREES AND SHRUBS.
B. DEFENSIBLE SPACE PLANT MATERIAL SHALL BE SELECTED
FROM THE CITY OF ENCINITAS DESIRABLE TREE LIST AND
PER THE CITY FIRE PROTECTION REQUIREMENTS -
SUGGE.STED PLANT LIST.
brandt maughan - landscape architect
bAdOcalff. 1982 white birch drive, vista, ca. 92081
license #1870 (760)525 -2343
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
FUEL MODIFICATION PLAN FOR: 1126 DOUBLE LL RANCH ROAD
JAMES AND SHAUNA CAMETT
APN: 264 -241 -14
PLANING CASE NO: 12 -031 ADR
DRAWING NO.
/ X4(6 -G
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