2011-10830 G (Plans) LEGS STANDARD sum
PJGHTVFWAYN07F EROS/ONCONTROL STORMW47ERPOLLUNONCONTROL BMPNOTESRELAIIVET000NSTRUC7lONACTMI7ES
PROPERTY BOUNDARY -------
OW&IS TO OBTAIN A CONSTRUCTON PERMIT fROM THE ENGNE&W LEPARIMENT AT LEAST 48 HOURS PRIOR TO HORK/NG IN THE 1. IN CASE EMERGENCY MK IS REQUIRED (TACT SLEW JONES AT(760) 487-1321,
24 HOURS A DAY CONCRETE WASHOUT
PUBLIC RIGHT OF WAY. FAILURE 70 DO SO NtL RESULT IN ISSUANCE OF A STOP WORK NONCE AND DOUBLE PERMIT FEES IT IS 7HE CONTRACTOR SHALL ESTABLISH AND
USE AN ADEQUATELY SIZED CONCRETE RIGHT-07-W4Y
RESPONSIBIUTY OF 771E OWNER TO KNOW WHERE IIISJfIER PROPERTY LINE 6 2 LOUPMENT AND WORKERS FOR EMERGENCY NOW SHALL BE MADE AVAILABLE AT ALL TIMES.DURING TAE RAINY
SEAS61 (OCTOBER 1 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL 70 WASH CONCRETE SLURRY MORTAR STUCCO PLASTER AND THE LIKE INTO IHE EASEMENT LINE
DRA/AIAGENOIE TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCIG LO ON SITE OH OCTOBER 1 AT CONVENIENT LOCA710NS TO FACWTAIF S7ORMWA7ER CONVEYANCE
SYSTEM OR ANY RECEMNG WATER. CONTRACTOR SHALL POST SYGN DlSQYAT7N 171E WASHOUT LOCAIIAA!
RAPID CONsMUCRdV OF TEMPORARY EROSION CONTROL MEASURES NO RAIN IS!MM/NFNT. CONSTRUCIONS/TfACCESS EXISTING CONTOUR
NO CONCLW IRA7E0 DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 10 DRAIN AWAY FROM STRUCTURES J DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOONED ►NTHOYT
THE APPROVAL OF THE ENGINEERING INSPECTOR A STABILIZED CONSIRUCNOW SITE ACCESS SHALL BE PROVDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. NHS SHALL
FOR A MIN/MUM OF 5 FEET AT 2 PERCENT AND BE CONWO 10 AN APPROVED DRAINAGE FACILITY INCLUDE USING MATERIAL SUCH AS 3'CRUSHED ROCK AND/OR CORRUGATED
STEEL PANELS/PLA7ES EXISTING ELEVATION
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO MgRICING ORDER R7 171E SA17SI'ACNON Of NE CITY ENGINEER
UTL/TYNOIE AFTER EACH RUN-OFF PRODUCING RAINFALL CONSTRUC77ONVEHICLES NEW CONTOUR 170
ALL UNLITIES SERVING THIS SI>F SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDTIOVAL EROSION CONROL MEASURES AS MAY BE REQUIRED BY INE CITY
ENGINEER DUE TO RW fFlEQU��MAfNT MAINS��t MNXT�ARS WALABE MADE� FOR CONSTRUCTION VEHICLES PARKING, VfHiLYf REFUELING, AND NEW MAPON 170.50
AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE
GENERAL NOTES EROSION CONTROL NEW ELfVANON ABOVE GIRADE 170.50
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS 70 PREVENT PUBLIC TRESPASS ONTO AREAS EROSION CONTROL MUST BE PROVIDED
FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS INE STANDARD SPECIRCAIONS FOR PUBLIC NORKS CONSTRUCNON, THAT ARE UNSAFE OR ARE POTDV71ALLY UNSAFE ER090I
RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUAIF GROUND COVER VEGETATOV, AND BONDED R8ER MAIW.. DAYLIGHT LINE
THE DESIGN CONSTRUCNON STANDARDS Of THE CITY Of ENCINITAS AND 771E SAN DIEGO AREA R£GONAL STANDARD DRAIWNCS ANY
CHANGES OR RE16ONS THEREFROM SHALL BE APPROVED BY THE CITY LNGNEER PRIOR TU ANY REQUEST FOR INSPECTION. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACRW RES ARE ALLONED DURING NET WEATHER. GRASS-LINED DRAINAGE SWALE DETAIL 8'
2 THE SOILS REPORT 1IILEU GEOIECMHCAL INVESNGARON PROPOSED SIRE-FAMILY RESIDENCE 1156 CAMBRIDGE AVENUE, 8. GRADED AREAS AROUND 771E PROECT PERIMETER MUST DRAIN AWAY FROM
THE FACE OF SLOPE AT THE CONCLUSION OF EACH DIVER-ON DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNC"F AROUND THE CONS7RUC710N SITE CONTRACTOR SHALL PROTECT glANNELS AGAINST DIRECNON
OF FLOW
CARDIFF-BY-INE-SEA AREA OF ENOWITAS CALIFORNIA'PREPARED BY SOUTHLAND CEOTECHNICAL CONSULTANTS DATED JANUARY 28 MK DAY. EROSION USING PERMANENT AND TEMPORARY
EROSION CONIROL MEASURES
2011, PROJrCT 67DJ6 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 9HALL BE DONE!N ACCORDANCE WITH CONCRETE
PAVEMENT PER PLAN
7HE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 9 ALL REMOVABLE PROTECNW DEVICES SKTWN SHALL BE IN PLACE AT IRE ENO BR EACH NWING DAY WHEN INE FIVE(5)
DAY REMOVE EXISTING VEGETATION ONLY NH£N ABSOLUIELY NECESSARY LARGE PRaECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAIINFALL BR THE NATURAL GROUND COVER DO NOT
REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DEGREASE ER09OIN.
J SEPARATE APPROVALS AND PERMl7S FOR ANY CONSTRUCNON INIAN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN PERMEABLE
PA VETS FOR BYP'S DETAIL 'C' AQUA-BRIC 1 BY ORCO L - i
CONJUNCTION NIH IMPROVEMENT PLANS TEMPORARY WOETADON MUST BE PLANTED ON 209ES OR WHERE CONS7RUCNOIN IS NOT IMMEDIATELY PLANNED FOR EROSION
CONTROL PURPOSES PAVING SW S, OR AFPR00 L L L L I_L L L
4 WRITTEN PERMISSON SHALL BE OBTAINED FOR ANY CT97E GRADING STORMWATERPOLLU77ONC°NTROL POSTCON57RUC770NBMPIYMPNOIFS EROSION .(HALL BE PREVENTED BY
PLAN71NG FAST-GROIWNG ANNUAL AND PERENNAL GRASSES TO SHIELD AND BIND THE SOIL EQUIVALENT.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUNONS REQUIRED TO PROTECT ADJACENT PROPERNES DURING GRADING OPERATIONS 1. FOR STORM WA TER POLLUTION CONNROL PURPOSES ALL
RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF BRAINS SHALL PLANT PERMANENT WOETANON AS SOON AS POSSILEE, ONCE£XCAVA7/ON AND GRADING ACPW17ES ARE COMPLETE. CONCRETE
MASONRY RETAINING WALL SDRSD C-1, 3, 5, 7&8
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECRON AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC (,
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR 70 GRADINGG, STORM DRAIN SYSMW WATER USAGE FOR DUST CONTROL
SHALL BE MINIMIZED. PRIVAIF STORM BRAIN PIPE S9R5D D-60 PVC SDR-35 MIN. -SD SD-6. THE DEVELOPER SHALL BE RE'ONSIBLE THAT ANY MONUMENT OR BENCH MARK
NHICH IS DISTURBED OR DESTROYED SHALL BE 2 GRASS AND LANDSCAPE AREAS DE90VATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED 017HOUT A PERMIT ONSIIE CONSTRUCTION MATER14L
STORAGE PRIVAIF PERFORATED SUB DRAIN PIPE SORSO D-60, PLC S0R-35 MIN. -SUB SUB-
RE-ESTABLISHED AND REPLACED BY A REGISTERED CWC ENGINEER BR A LICENSED LAND SURVEYOR FROM 771E CITY STORED MATERIALS SHALL BE CONTAINED IN A SECURE
PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS NHERE
THEY NiLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL SLIMED ON-SYIE ELIMINATE OR REDUCE
PRIVAIF CATCH BASIN BY NOS'OR APPROVED EQUAL -SD---Mn--SD-
,7. 771E CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND SHALL BE RE9?QIV-BEE J Ott IMPERIOUS AREAS
NTHIN 171E 277E SHALL DRAIN TO APPROVED 8MP P FACURES AND OR TO TURF OR LANDSCAPED AREAS POLLUDON OF STORMWATER fROW SIOCKFNL£S KEPT ON-97E. STOCKPILES MAY INCLUDE SOIL, PARING
MATERIALS; ASPHALT CONCREIEx.AGG AGGREGATE 845&
FOR CONFORMING 70 ALL LOCAL, ftAlE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULANONS ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENIRATED
STOR,MWATER STORMWATER fLOWS AND STORM DRAIN INLETS S LES STALL BE BMP AREA-NOT 70 BE,MODIFIED
NNH ADEQUATE dROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL PERVIOUS AREAS ST SLOPE 70WARD THE APPROVED COVERED OR PROTECTED NTH SOIL STABEIZATIGV
MEASURES AND FRONDED WIN A ]EMPORARY SEDIMENT BARRIER AROUND 1771E PERIMETER AT ALL NMfS N1IHOUT PERMISSION FROM THE CITY
8 GRADING AND EQUIPMENT OPERA77NG WINN ONE-HALF(1/2) MILE OF A STRUC7URE FOR HUMAN OCCUPANCY SHALL NOT BE BMP/lMP FACILITY AND/OR THE RIRONDSCAPED AREAS
CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 7.•30 A.M. NOR ON SATURDAYS; SUNDAYS AND CITY RECO&WED HOIJDAM 4. NO DRAINS SHALL BE INSTALLED IN HAROSCAPE DRIVEWAYS OR ANY 07HER
IMPERVIOUS AREA UNLESS THE FLOW fROM 771£DRAIN TRAINING GRAVEL BAGS CASQA STANDARDS SE-4, SE-A &
DISCHARGES 70 AN ADEQUATE IMP/BWP. CONTRACTORS'EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED 70 BE FAMILIAR
NTH 7HE_CITY OF ENCINITAS 5E-10&DETAILS Y& J'
9. NO GRADING OPERATIONS SHALL COMMENCE UNNL A PRE-CONSTRUCNON MEETING HAS BEEN HELD OIlSIlf NiH THE FOLCONNG STORMWAIER POLLUTION CONTROL REQUIREMENTS
THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON 91E THE PROPERTY ONNER(S) AND
PEOPLE PRESENT. CITY NSPEC70R, CIWL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE: THE PRE-CONSTRUCTION INE PRIME CONTRACTOR MUST INFORM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OW RESPONSIBIURES SILT FENCE CASQA STANDARD SE-1 & DETAIL Y o P P o
MEETNG SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 5 DRIVEWAYS SHALL HAVE A M/NNBUII 2X CROSS SLOPE TOWARD IRE IMP/BMP AREA
OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM
THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE NP/BIIP. WASTE MANAGEMENT STABILIZED CONSTRUCION ENTRANCE
CASOA STANDARD TC-1 &DETAIL 'H'
10. PRIOR TO HAULING DIRT CR CONSTRUCTION MATERIALS 70 ANY PROPOSED CONSTRUCTION SITE NNIN THIS PROJECT THE DEVELOPER CONTRACTOR SHALL BE RES'ON-BLE
FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCNON MATERIALS DUMPING Of UNUSED OR WASTE
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY 6. ALL STO NNAIER/MP/BMP FACLITES SHOWN HEREON SHALL NOT
BE MODIFIED OR ALTERED NTHOUT A PERMIT FROM 7HE CITY. PRODUCTS DN THE GROUND, WHERE WATER CAN CARRY 7HEM INTO THE CONVEYANCE SYSTEM IS S7RICRY PROHIBIIED.
NTH ALL CONDI BONS AND REQUIREMENTS THE CITY ENGNEER MAY IMPOSE NTH REGARDS TO 7HE HAULING OPERADO. 7 THE INSTALLA71ON OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON 7HIS
PLAN MAY REQUIRE THAT THIS PLAN BE REWSEU OR
THAT A SEPARATE ENgMED?ING PERMIT BE OBTAINED. NO SEEPAGE FROM ANY DOMPP97 SHALL BE E CiE DISCHARGED INTO STORIIFOR L BERMS KfS SHALL BE
PLACED AROUND ALL ALL LANES: TO DIVERT THE
il. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL NAIURAC STORM RUNOFF DUMPSITES SHALL
BE CHECKED fAEQUENILY FOR LEAKS D MPSIER LIDS SHALL REMAIN CLOSED AT All TIMES DUMPSIERS
RELEASE OF SECURITY, AN AS GRADED fERINCANON"SHALL BE PROVIDED STAI INC. -THE GRADING UNDER PERMIT NIHOUT LIDS 91ALL BE PLACED WINN STRUCTURES NTH IMPERVIOUS
ROOFING OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY
N0. G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH IHE APPROVED GRADING FLAN OR AS SHOWN ON IRE 8 ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE RTIE�D/yTO
COUFLY N& STORM WATER BEST MANAGEMENT PRACRCE TRASH MATERIAL ABBREVIATIONS.
�R��SUCH GRADING PLAN*WiA STATEMENT SHALL BE FOLLOWED BY Rlf DATE AND SIGMATUBE OF THE CIVIL ENGINEER WO EN� CLLR ATHEE UIXOS Rf SHALL BE LOCKABLE N AND
L ED � R� A ABTET MuSN�Bf NST A�AT ALL MANY CONSTRUCTION MATERIAL$ INCLUDING SOLVEN WATER-BASED PAINTS VEHICLE FLUID BROKEN ASPHALT AND CONCRETE W70D, AND CLEARED
AC = ASPHALT CONCRETE
OPENINGS 10 HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSITER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE VEGETARON CAN BE RECYCLED. NON-RECYCLABLE
MAWKS MUST BE TAKEN TO AN APPRO M7E LANDFILL OR DISPOSED OF At HAZARDOUS WASTE BMP = BEST MANAGEMENT PRACTICES
(RASH ENCLOSURE AREA. INE BERM CAN BE CONSTRUCTED NDE AND FLAT TO ALLOW ROVING Of THE DUMPSITER N AND OUT. THE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTILMN HE SHALL INSPECT AND FAR INFORMANOIN ON DISPOSAL
BR HAZARDOUS MATERIAL, CARL THE HAZARDOUS WASTE HOTINf TOLL FREE AT(800J 714-1195 FAR INFORMATION AN CO = CLEANGlT
TEST THE EXCAVATION PLACEMENT AND COMPACRON OF FILLS AND BACKRLLS AND COMPACRON OF TRENCHES HE SMALL SUBMIT SOILS ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT
DISCHARGES 1HROUGH AN ADEQUATELY SIZED GI GREASE LANLIILLS AND 70 ORDER DUMPSTERS CALL EDCO AT(760) 436-4151 EP = EDGE PAVEMENT
REPORTS AS REQUIRED AND OILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COIIPLEPON Of GRADING OPERA ROWS HE SEPARATOR AND IS THEN FILTERED 1HROUGIH A C1Y-APPROVED
HYDROCARBON FLIER AND DISCHARGED INTO 171E PU C SANITARY fF= FINISH FLOOR
SHALL STATE THAT BRSERVAPONS AND TESTS HERE MADE BY HIM OR UNDER HIS SIIPER1190V AND THAT IN HIS OPINICNK, ALL SEVER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM.
A SEPARAIF BUILDING PERMIT MAY BE REQUIRED FOR THIS POLLUTANTS SMALL BE KEPT OFF EXPOSED SURFACES PLACE NAS�H CANS AND RECYCLING RECEPTACLES AROUND THE SIZE. FG
= FINISH GRADE
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. STRUCTURE. FH = FIRE HYDRANT
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT GV=
GAS VALVE
IJ THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 70 PROVIDE PO9NVf DRAINAGE AND PREVENT PONDING OF AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS SURFACES GM = GAS METER
WATER HE 91ALL CONNa SURFACE WAIEB AND AVOID DAMAGE TO ADJOINING PROPER77ES OR FINISHED WORK ON INE SIZE AND HP = HIGH POINT
91ALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNIX SUCH TIME AS PERMANENT DRAINAGE AND ALL CONS7RUCTICw DEBRIS SHALL BE
KEPT AWAY FROM THE STREET CUTTER, AND STOR,MDRAIN. CONTRACTOR MUST ROU71NELY CHECK AND CLEAN UP lE= INVERT ELEVATION
ER090N CONTROL MEASURES HAVE BEEN INSTALLED MATERIAL THAT MAY HAVE IRAVEtED AWAY FROM CONSTRUCTION SITE IMP = INTEGRA71D
MANAGEMENT PRACRCES
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD FOR MORE INFORMATION ON STORMWATER POLLUTION
CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF FL = LINEAR F
S'ECFlCARON. ALL VEGETABLE MATTER AND 08,ECNONABLE MATERIAL 91ALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE ENCINITAS AT(760) 633-2770.
L�f/�= LINEAR FEET
UPON NNICH THE FILL IS 70 BE PLACED. LOOSE 1LL AND ALLUVIAL SOILS SHALL BE REMOVED 70 SUITABLE FIRM NATURAL GROUND. =
OVERHEAD
IRE EXPOSED SOILS SHALL DE SCARFED TO A DEPTH OF 12 INCHES AND THEN COMPACTED 70 A MIN/MUM OF 90 PERCENT. IT SHALL PP
= POWER POLE
BE THE CONTRACTORS RESPON98 TTY 70 PLACE; SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIFICATIONS SAN D/EGUITOWA TEN D/STR/CTNO TES.•
SCO = SEWER CLEANOUT
SWH = SEWER MANHOLE
15. CUT AND FILL SLOPES SHALL BE CUT AND 7NMMED TO RN5H GRADE TO PRODUCE SMOOTH SURFACE AND IINPoRM CROSS SECRON& L REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT
DOES NOT CONS777117E A REPRESEFITATON AS 70 THE ACCURACY OF THE TG = TOP OF GRA7E
THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE 91APED PLANTED AND (RIMMED AS DIRECTED BY THE ENGNEER OF WORK LOCANON OF OR IRE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND
U77LITY PIPE OR SIRUCTURE NIHIN THE LIMITS OF THIS 7W= TOP OF WALL
AND LEFT IN A NEAT AND ORDERLY CONGRON. ALL STONE ROOFS AND OTHER WASTE MATTER EXPOSED BR 901 VA TOY OR PRO,L`CT NM = WATER
METER
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSED SHALL BE REMOVED AND DISPOSED OF THE TOE AND 70P OF ALL WV= WATER VALVE
SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE 2 ALL EXISTING FACHUNE NIGH MAY AFFECT THE FINAL DESIGN I.E. LINE CROS-SINGS LINE PARALLELING
OR PROPOSED CONNECTION OWNER
SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS NIHIN 10 FEET OF PROPOSED NA TER'MAINS-HALL BE
16. ALL IRE%iffl l GRASS AND OTHER ORECRONABLE MATERIAL SHALL BE COLLECTED P90 OR 07 HERNSE DISPOSED OF OFT 1HE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER 70 CROSS
UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY
-7E BY THE C 7RAC OR SO AS TO LEAVE IRE AREAS THAT HAVE BEEN CLEARED NINA (YET AND FINISHED APPEARANCE FREE FROM SAN DIEGUI70 WATER DISTRICT
ROBERT G. TAYLOR & JOAN C. TAYLOR
UN991T Y DEBRIS APPROVAL OF LOCA71ON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 1850
SMOKE TREE LANE
TO INE DISPOSAL OF ANY SUCH MATERIAL J CONTRACTOR AND OWNER ARE RE'ON98LE 70 RELOCATE AND/OR AOJbST TO GRADE ANY EXISTNG WATER FAaHTY{FIRE HYDRANT,
PALM DESERT, CA. 92264
MEIERa, VALij VALVE BOXES ETC) WHICH IS AFFECTED BY TlE7R PROECT. ALL AffECIED WATER FACILITIES MUST MEET CURRENT S/TEADDRESS
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CI Y'S URBAN FOREST MANAGEMENT PROGRAM. IREES SAN 6UI70 ATER DIS7RICT STANDARDS. E FAdLINES
DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS
LOCATED WININ CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY OR WINN CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND AT THE ONNERS EXPENSE. 2156
CAMBRIDGE AVENUE
SHALL BE PROTECTED IN PLACE DURING CONSIRUCI70N UNLESS SWdf1CALL Y APPROVED OIHERNSE NO GRADING, EXCAVATION, OR 4. UTURES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING
WATER SERVICES SOILS ENG/NEERSCER77RCATE CARDIFF, CA 92007
DISTURBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR NIHN THE CITY TREE DRIP LINE AREA (THE AREA FROM 7HE TRUNK OF A
TREE 70 THE OUTERMOST EDGE OF THE TREE CANOPY PROTECTION ON THE GROUND. IF A CITY 7REE IS NOT CLEARLY LABELED TO BE l JOSEPH FRANZONf A REGISTERED
GE01ECIlNICAL ENGINEER IN THE STATE�CALIFORNIA PRINCIPALLY DOING 809NESS IN 7HE FIELD OF APPLIED SOIL ASSESSORSPARCEL NO.
REMOVED IT MUST BE PR07ECTED IN PLACE EVEN IT APPROVED IMPROVEMENTS A�IN CONFLICT NTH A CITY TREE, IT MUST NOT BE 5. MINIMUM HORIZONTAL .SEPARATION OF 10-FEET REQUIRED BETWEEN
FIRE HYDRANTS AND SAN DIEGO GAS AND ELECIIIC VAULIS MECHANICS HEREBY t ERTfY THAT A SAMPLING AND STUDY BR THE SOILS CONDIIIOVS PREVrALENT WTHIN THIS SITE WAS MADE BY ME OR UNDER MY
DISTURBED UNLESS THE PLAN IS REWSED TO ADDRESS THE TREE REMOVAL. DIRECTION SEPTEMBER 2010. ONE COIIfLEIF CG'Y BR THE SOILS REPORT COMPILED fR011
NlIS STUDY NTH MY RECOMMENDATIONS HAS BEEN SUBMITTED 260-404-29
8 ALL WATER SERVICE ARE ERWNG.UC]ID CLEAR OF DRIVEWAYS AND ALL OTIHFR IRAVflED WAYS WATER Mf)IRS MUST BE IN TO THE OIi7CE OF THE p7Y ENGINEER FURTHERMORE
I HAVE RfV1EMED THESE GRADING PLANS AND CERTIFY 7HE RECOMMENDATIONS INCLUDED IN THE
FRONT OI-PARCEL TlEY ARE SERVING SOILS REPORT FOR THIS PR T HAVE BEEN/NCORE#ORAIED PLANS AND SPECFICANONS LEGAL
DESCRIPTION-
1. 7. WATER MAINS LATERALS AND APPURTENCES S/ALL BE CONSTRlUCTED ACCORDING TO STANDARD SPECIFICATIONS OF THE CURRENT fr�, gE�STO
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A WATER AGENCIES'STANDARDS COMMITTEE(WASC). �
�' H fRANZONE � �9� LOTS 15 AND 16 CONSOLIDATED INTO ONE LEGAL PARCEL IN BLOCK 57 OF MAP OF
SEARCH OF AVAILABLE RECORDS 70 THE BEST OF OUR KNOWLEDGE TIERE ARE NO EXTSNNG UTILITIES EXCEPT AS-HONK ON THESE E J `� CARDIFF
A'IN THE CITY OF ENONITAS_ COUNTY OF SAN DIEGO STATE OF CALIFORNIA,
PLANS; HONED..• THE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY ENSNNG U17LI17ES OR 8 CALIFORNIA STATE LA W ASSEMBLY BILL AB-1953!S REQUIRING
THAT NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR C RCE NO.: 22 ROLE NO.: 189 JOSEPH C. ACCORDING TO MAP THEREOF Na 1376644 FILED N
THE OLI7CE OF THE COUNTY
ALL POTABLE WATER S67EM EfTEC71W JANUARY 1, 2010. IN COMPLIANCE NTH IRIS LAW, IHE D/SIRICT-HALL REQUIRE ALL MATERIALS �- { FN
NE RECORDER OF SAN DIEGO COUNTY MAY 12, 1911, All MORE PAR17CULARY DESCRIBED
UTURES OR LOCATED AT THE WYTO -1E A 7 INE CONTRACTORS RESPONSIBILITY TO CONTACT THE NOARCG °TUNERS OF SAID cv m IN
CERRfICA1E OF COMPLIANCE RkCORDfD .�uAP, -.1-1 . 2011 AS DOCUMENT
UTILITIES OR STRUCTURES PRIOR T° ANY fXCAVANON FOR VERIFlCANON AND LOCATION UTURES AND NONFlCANON OF 10 BE NO LEAD BRASS PARTS �. N®. 218
m
COMMENCEMENT OF WORK
EXP. 12 31 11 Exp 1 I N0. 2011-= &? . Of O.R.
9. ALL COPPER TUBING USED FOR AIR RELEASES BLOW WF AND SERVCES SHALL BE PROVIDED W7H CATHODIC PROTECTION IN
R SEWERS L CSR - (760-633-277° ACCORDANCE NTH OV-17 OR W-18 PRO EDIT NO.: 167D36 �H r� ���� A TOPOGRAPHY.
B. GAS&ELECiINC - SD - (760-438-620° l� ®t cyst
0 W SAN WATER )U7S�9-3411800 227-2600 14�6b E N A NUE,C lT IAN �� Ea1Z4�� ENGINEERING, OP ON 05103110.
I S F 0V A FIELD SURVEY PERFORMED BY SAMPO
E. CABLE N- COX C0MMUNC4R6-NS-(760)-806-9809 X-2233 EE CAJUN, CA 92019
2 CONTRACTOR 91ALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGNNING ANY WJRK ON THIS PROlCT. PHONE. (619) 442-8022 OWIVERSCE
RTIFlCA1E
(760)-633-2770. STATEMENTOFENGINEEROFWORK l(WEEP HEREBY CER17FY THAT A REGSTERED SOILS ENGNEER OR GEOLOGIST
HAS BEEN
im N7LL BE RETAINED TO SUPERVISE OVER ALL GRADING ACRViTY AND ADNSf ON THE
J THE CONTRAC70R SHALL GIVE 24 HOURS NONCE ON CALLS FOR INSPECTION. PHONE. (760)- &U-2770. ALL WORK PERFORMED COMFAC;ON AN
STABILITY BR IRE 91E.
NNHOUT BEIVE7IT OF INSPECTION HILL BE SUBJECT 70 REECNON AND REMOVAL THE UNDER90VED ENGNEER AGREES THAT TIE NRK PERFORMED BY THE&GNEER &HALL
COMPLY NTH NE GENERALLY ACCE PIED STANDARDS AND
PRACNCES OF THE ENGINEERS 7RADE OR PROFESSION! IRE ENGINEER fURIHER AGREES THAT THE NORK PERFORMED HEREIN SHALL BE IN ACCORDANCE
(NTH THE RULES AND REOULA TIONS REQUIRED BY THE CITY OF ENC/NIMj 70 ONE EXTENT THA T THE ENGINEER CONTROLS SUCH PERFORMANCE. THE
TA DA
ENGINEER AG&TS THAT ANY PLANCHECK OR REVIEW PERFORMED BY NH CITY OF ENCNITAS IN ITS CAPACITY AS A PUBLIC ENNTY FOR THE PLANS
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DESIGN AND IT THEREI'DRE DOES NOT RELIEVE THE ENGNEER OF RESPON981UTY FOR THE PLANS OR DE9GH OF IMPROVEMENTS BASED THEREON. THE
ENGNEER AGREES TO INDEMNIFY AND HOLD HARMLESS IRE CITY OF ENCNITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR IE
80DILY INJURY ARISING SOLELY FROM THE NEGJGfiVT ACT ERRBR� OR OM/S-DNS °F THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING NNNN
THE COURSE AND SCOPE Of SUCH AGENCY AND EMPLOYM T AND R19NG OUT Or THE NMK PERFORMED BY THE ENGINEER.
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RF�E�p MAXIMUM IfRRCAL DEPTH OF CUT= 5' IMPERVIOUS AREA REPLACED: 0 SOFT
c�pS�E MAXIMUM VERNCAL DEPTH Of FILL = 6 BMP PROJECT STATUS: STANDARD