2014-11719 G (Plans)RIGHTOFWAYNOTE
ONNER IS 70 OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUR IC
RIGHT OF WAY. FAILURE 70 DO SO MIL RESULT IN ISSUANCE OF A STOP WXRK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY
OF THE OWNER 70 KNOW WHERE HIS/HER PROPERTY LINE IS
DRAINAGENOTE
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 CONVEYED 70 AN APPROVED DRAINAGE FACILITY.
UTILITYNOTE
ALL UTIUITES SEMNG THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
I. ALL N17RK SHALL BE DONE IN ACCORDANCE NTH IHESE PLAN$ THE STANDARD SPECIRCA71OVS FOR PUBLIC WORKS CONSTRUCTION THE
DESIGN CONSTRUCTION STANDARDS OF 771E CITY OF EMCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANNGS ANY CHA9d( OR
REVISIONS THEREFROM SHALL BE APPROVED BY 7HE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2 THE SOILS REPORT AILED "PRELIMINARY GE07ECHNICAL INVESTGA71ON 1408 SUMMIT AVENUE AND 1493 -1405 SAN ELIJO AWNUE CARDIFF,
SAN 2SIED AA F BS R AG -WABE AAOA ADD
SEPTEMBER 0 CALIFORNIA' �!R S ART O I GRADING PL. ki i LNLL DONE IN N C RDNCE W7H THE
RECOMMENDA#DNS AND SPECIFICAPONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONS7RU00N WHIN PUBLIC RIGHT-OF-W4 Y OR EASEMENTS SHALL BE REQUIRED IN
CONJJNCTCN NTH IMPROVEMENT PLANS
4. WRITTEN PERMISSION MALL BE OBTAINED FOR ANY OFFSITE GRADING
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED N PROTECT ADJACENT PROPERTES DURING GRADING OPERATIONS
ANY7HING DAMAGED OR DESTROYED SMALL BE REPLACED OR REPAIRED 70 COND/TON EXISTING PRIOR TO GRADING
6. THE DEVELOPER SHALL BE RESPONSIBLE 7HAT ANY MONUMENT OR BENCH MARK NHICH IS DISTURBED OR DESTROYED SHALL BE
RE-ESTABLISHED AND REPLACED BY A REGISTERED ONL ENGINEER OR A LICENSED LAND SURVEYOR.
7 THE CONIR4 C70R SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHOWN f� AND SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STAIF AND FEDERAL SAFETY AND HEALTH STANDARD$ LAWS AND REGULATINS
& GRADING AND EQUIPMENT OPERATING WTHIN ONE -HALF 1/2 MILE OF A SIRUCNRE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED
BETNEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR IURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS
9 NO GRADING OPERATIONS SHALL COMMENCE UN71L A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE NTH THE FOLLOWNG PEOPLE
PRESENT CITY INSPECTOR, aW ENGNEER, SOILS ENGINEER, GRADING CONTRAC70R AND PERMITOEF THE PRE- CONSIRUCTION MEETING SHALL BE
SCHEDULED WTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 63J-2770.
10. PRIOR 70 HAULING DIRT OR CONSTRUCTION MATERIALS 70 ANY PROPOSED CONSTRUCTION 517E NIHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT 70 AND RECEIVE APPROVAL fROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUIE. THE DEVELOPER SHALL COMPLY NIH ALL
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS 70 IHE HAULING OPERA DON,
Ii. UPON RNAL COMPLETION OF THE NARK UNDER THE GRADING PERMIT, BUT PRIOR 70 RNAL GRADING APPROVAL AND /OR RNAL RELEASE OF
SECURITY AN AS GRADED CERPRCATION' SMALL BE PROVIDED STATNG• 'THE GRADING UNDER PERMIT
N0. 1'1719 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS -GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DAIE AND SIGNATURE OF THE CIVIL ENGINEER NHO CERTAES SUCH GRADING
OPERA 710N.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIRED SOILS ENGNELR OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
ECAVATCN PLACEMENT AND COMPACTION OF RLLS AND BAMMS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOLS REPORT5 AS
REQUIRED AND NLL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SMALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 771A IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS
ARE ACCEPTABLE FOR THBR INTENDED USE
13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 70 PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WRIER.
HE SHALL CONTROL SURFACE WATER AND AHYD DAMAGE TO ADJOINING PROPERTIES OR RNISHED NDRK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNRL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES
HAVE BEEN INSTALLED.
14. ALL AREAS 70 BE RILED SMALL BE PREPARED 70 BE RLLED AND RLL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIFICATION.
ALL VEGETABLE MATTER AND ORECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONIPAC70R FROM THE SURFACE UPON MIDI/ THE AIL IS
TO BE PLACED. LOOSE RLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE ARM NATURAL GROUND. 771E EXPOSED SOILS SHALL BE
SCARIRED 70 A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PER(ENT. IT SHALL BE 711E CONTRACTORS RESPON981UTY
70 PLACE, SPREAD, WATER AND COMPACT THE ALL IN STRICT ACCORDANCE WIN SPECIRCAP N&
15. CUT AND TILL SLOPES SHALL BE CUT AND TRIMMED 70 KNISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION THE
SLOPES OR EXCAVATION AND EMBANKMENTS SMALL BE SHAPED PLANTED AD TRIMMED AS DIRECTED BY THE ENGINEER OF PORK AND LEFT IN
A NEAT AND ORDERLY CONDITION ALL SIgNES�R001S AND dTHER WAYlt MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES N11CH
ARE LIABLE TO BECOME LOOSENED SHALL BE R OVER AND DISPOSED OF THE TOE AND TOP OF ALL 20PES SHALL BE ROUNDED IN
ACCORDANCE NIH THE GRADING ORDINANCE.
16. ALL TREES BRUSH, GRAS AND OTHER OB, ECTONABLE MATERIAL SHALL BE COLLECTED, PILED OR OIHERNSE DISPOSED OF OFF THE SITE
BY IRE CONTRACTOR SO AS LEAVE THE AREAS IHAT HAVE BEEN CLEARED WTH A NET AND RNISHED APPEARANCE FREE FROM UN99I7LY
DEBRIS APPROVAL OF LOCATION OF DEBRIS ALL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 70 THE DISPOSAL
OF ANY SUCH MATERIAL.
17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NIH THE CITYS URBAN FOREST MANAGEMENT PROGRAM TREES
LOCATED NIHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR NIHIN CITY EASEMENTS ARE.REFfRRED 70 AS CITY TREES AND SHALL BE
PR07ECIED N PLACE DURING CONSIRUCTION UNLESS SPECIFICALLY APPROVED OIHERNSE: NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY
TREE ROOT SYSTEMS SHALL OCCUR WTHIN THE CITY TREE DRIP LINE AREA (THE AREA fROM THE TRUNK OF A 7RLE 70 IHE OUTERMOST EDGE
OF THE TREE CANOPY PROJECTION ON THE GROUND)._ lF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN
PLACE. EVEN IF APPROVED IMPROIIWEN73 ARE IN FLICT WTH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE PLAN IS RENSED TO
ADDRESS THE TREE REMOVAL
L THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS NERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS TO 771E BEST OF OUR KNOINEDGE 7HERE ARE NO EMING UTILITIES EXCEPT AS WON V ON THESE PLANS; HOWEVER.• THE
CONIRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT IHE
NORK SITE. IT IS THE CONIRACTORS RESPONSIBILITY 70 CONTACT 771E FOLLOWNG OWERS OF SAID UTEIRES OR STRUCTURES PRIOR TO ANY
EXCAVATON, FOR WNRCATON AND LOCATION OF U77LINES AND NOTIACAPON OF COMMENCEMENT OF WORE
A. SEVERS - C.9 - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE -&76D,-438-6200
C. WRIER - SAN DIEGUI70 WA1£R LASIRICT - -1- 760 -633 -2709
A TELEPHONE - SBC BELL - (760)-489-J411
E CABLE N - COX COMMUNICATI 54760) -806- 9809 X -2233
2 CONTRACTOR SHALL N077FY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY N1RK ON THIS PROJECT. PHONE.•
(760) - 633 -2770.
3 THE CONTRACTOR SHALL DIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)- 633 -2770. ALL WORK PERFORMED WIOUT
BENEFIT OF INSPECTION MIL BE SUMCT 70 RE„ECRO! AND REMOVAL.
1. IN CASE EMERGENCY NMK IS REQUIRED, CONTACT CYNTHIA HE?w AT (330) 931 -8009, 24 HOURS A DAY.
2 EQUIPMENT AND PORKERS FOR EMERGENCY MIRK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL
15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E ON OCTOBER 1 A T CONVENIENT LOCATIONS TO FACIUM TE VAPID CONSTRUCTION
UOrl TEMPORARY LRO90N CONTROL MEASURES NHEN RAIN IS IMMINENT
3. DEVICES WONN ON PLANS SHALL NOT BE MOVED OR MODIRED MIHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO FORKING ORDER 70 THE SATISFACTION OF THE CITY ENGINEER AFTER
EACH RUN -OFF PRODUCING RAINFALL
5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 7HE CITY ENGINEER DUE TO AN
INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES BHICIt MAY ARISE:
6. IHE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ON70 AREAS INAT ARE
UNSAFE OR ARE POTENTIALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVSDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON
& GRADED AREAS AROUND 171E PRO.ECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF)EACH WORK DAY.
PROBABILITY FAORECAST EXCCEEDS FORTY PERCENT BE IN PLACE A T IRE END OF EACH NORKING DA Y
AND 07HER RS SHALL BE REMMET AFTEREACIH RAINFALL DAY RAIN
STORM TER POLLU77ONCONTROL POST CONSTRUC770NBMPIIMPNOTES
L FOR STORM WATER POLUTON CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCIHARGE
ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLEC77ON AND DISCHARGE ON70 THE STREET AND /OR IN70 THE PUBLIC S70RM DRAIN SYSTEM
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIRED WSOUT A PERMIT FROM THE
CITY.
3 ALL IMPERVOUS AREAS WTHIN THE SITE SHALL DRAIN TO APPROVED BMPVjWP FAMES AND /(>R 70 TURF OR LANDSCAPED AREAS NTH
FACIQUTY GMNDCOU
THE PRIOR 70 DISCHARGE
AREAS.
THE SITE. ALL IMPERVIOUS AREAS MUST SLOE TOWARD THE APPROVED BMP/lMP
4. NO DRAINS SHALL BE INSTALLED IN HAROSCAPE DRIVEWAYS OR ANY 07HER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN
DISCHARGES TO AN ADEQUATE IMP/BMR
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPIRVP AREA OR HAVE AN07HER APPROVED DRAINAGE SYSTEM THAT IS
DESIGNED 10 COLLECT RUNOFF AND DISCHARGE IT TI AN AD£QUAIF IMP/BMP.
6. ALL S70IRMWi11ER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED W7HOUT A PERMIT FROM THE CITY.
7. THE INSTALLAPON OF ADDIPaVAL IMPERVOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE RE.SED OR 7HAT A
SEPARAIF EINGINEERNG PERMIT BE OBTAINED.
THE DUMPSIER
MDf AND FLAT
AND IS THEN RLTERED
NOT 70 PLANTERS OR IHE
SAN DIEGUITO WATER DISTRICT NOTES.,
1. WATER MAIN$ LAIERALS AND APPURTENANCES SMALL BE CONSTRUCTED ACCORDING 70 THE STANDARD SPECIRCAAONS OF THE CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2 RENEW OF THIS PLAN BY SAN DIECUITO WATER DISTRICT DOES NOT COAST R/ E REPRESENTATION AS TO THE ACCURACY OF. THE LOC4710N
OF OR THE EXISIENCE OR NCW- EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE NIHIN THE UMITS OF THIS PkOJECT
J. ALL EXISTING FACILITEj MICH MAY AFFECT RNAL DESIGN, I. E. LINE CROSSING LINE PARALLELING OR PROPOSED CONNEC770JV SHALL BE
RELD WNRED. ALL ENS NG OR PROPOSED UTILITY CROSSING HIIHIN 10 FEET d7 PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT
PLANS ELECTRICAL AND SENER TO CROSS UNDER WATER MAINS UNLESS OVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT
STORMWA TER POLLU77ON CONTROL BMPNOIESRELATIVE TO CONSTRUC77ONACTIWTIES
SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE
POST A SIGN DMONATNG THE WASHOUT LOCATION.
CONSTRUCTION RUCTION SITE ACCESS
A STABILIZED CONSTRUCTION 97E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF ,ATE. THIS
SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATER
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CCNSNUC77ON 01CLES PARKING, VEHICLE REFUELING,
AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OF- -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SIEALL BE PROTECTED AGAINST EROSION/ BY
INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUAIE GROUND COVER WGETA710N, AND BONDED FIBER
MATRIX.
NO EXCAVATION AND GRADING AC71WRES ARE ALLOWED DURING NET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PR07ECT CHANNELS
AGAINSTER09ON USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOD UNNECESSARY
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION.
TEMPORARY VEOETA77ON MUST BE PLANTED ON SLOPES OR WHERE CONSIRI C7IOV IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES ERONON SHALL BE PREVENTED BY PLANTING FAST- GROMNG ANNUAL AND PERENNIAL GRASSES 70 SHIELD AND BIND THE SOIL.
PLANT PERMANENT VfGETA17ON AS SOON AS POSSILTLE, ONCE EXCAVATION AND GRADING ACPW17ES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MlNINZED.
7UNING
CONTRACTORS' EMPLOYEES MHO PERFORM CONSTRUC7ON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO RE FAMILIAR WIN THE CITY OF
ENCINITAS STORMWA TER POLLUTION CONTROL REQUIREMENTS IHEW BMP NOTES SHALL BE AVAILABLE TO EVERYONE MING ON SITE. THE
PROPERTY ONNER(S
RESPONSIBILITfS ) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT SIORMWAIER REQUIREMENTS AND 1HER OWN
WASTEMANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR
WASTE PRODUCTS DN THE ROUND, MHERE WATER CAN CARRY IHEM IN70 THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
MANY LblNS)RUCTIOV MAIERIALS� INCLUDING SOLVENTS WATER -BASED PAINTS VEHlIXE FLUIDS BROKEN ASPHALT AND CONC EIE, WOO AND
CLEARED VEGETATION CAN BE R CYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN 70 AN APPROPRIAIE LAWRLL OR DISPOSED OFAS
HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800)
714 -1195 FOR INFORMATION ON LAMRLLS AND 70 ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151.
POLUTANIS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYOJNG RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD MING ORDER AND CHECKED FREQUfN71 Y FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCAIE PORTABLE 701LET3 AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND SIORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND
CLEAN UP MATERIAL THAT MAY HAVE IRA ED AWAY FROM CONS#tFe7l0N .97E
FOR MORE INFORMATION ON 57ORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT,
CITY OF ENCINITAS AT (760) 633 -2770.
4. CONNAC70R N OWER ARE IS � CI CI
VAL 7C) N �BRR ALAFFECTED W� F 7ES M RRNAR �TAE RIDS COMMITTEE STANDARDS CIL DO NOT STANDARDS, �H S B PORADEDCRRE STANDARDS
AT THE OWNERS EMSE.
5. UTILITIES 70 MAINTAIN MINIMUM 5-FOOT SEPARATION MIEN PARALLELING WATER SERMES
6. MIN /MUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BE7NEEN RRE HIDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS SOILS ENGINEERS CERTIFICATE
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER 7RAVELED WA Y5 WATER METERS MUST BE IN FRONT OF l DAVID SKELLY A REGISTERED CIML ENGINEER IN THE STATE OF CALIFORNIA, PRNCTALLY DOING BUSINESS IN THE HELD OF APPLIED SOIL
771E PARCEL THEY ARE SERVING IIECHANI HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS C(NDITIONS PREVALENT WHIN THIS SITE WAS MADE BY ME OR UNDO
8. CALIFORNIA STAIE LAW ASSEMBLY BILL AB -1953 IS REQUIRING IHAT NO -LEAD BRASS BE USED IN THE CONS7RUCTION OR REPAIR OF ALL MY DIREC ON OCTOBER 2005 ONE COMPLETE COPY Of THE SOILS REPORT COMRLLD FROM THIS STUDY NTH MY RECOMMENDATIONS HAS BEEN
POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE NTH 7HIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE SUBMITTED TO OFFICE OF THE TY ENGINEER. fUR1HERMORf l HAVE RENEWED THESE GRADING PLANS AND CERTIFY THE RECOMMENDATIONS
NO -LEAD BRASS PARIS INCLUDED IN SOILS T f IS IdECT HAVE BEEN LNCORPORAIED IN IHf GRADING PLANS AND SPEORCATIONS
9. ALL COPPER TUBING USED FOR AIR RELEASES; BLOW OF FS; AND SERVCES SHALL BE PROVIDED WTU CATHODIC PR07EC77ON /N ACCORDANCE
DAVID SDOEIL Y
NTH AC-17 OR W: -18.
RICE NO.: /47857
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• Movipt CWat VAwiS Ae.p REQwRa� PPAttos A/Ip AtRfACat1 rRe STATEMENTOfENG /NEEROFWORK
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�N„ � u. Z.*j A SM6 ^9 ss Cweq� �p NR we. THE UNDERSIGNED ENGNELR AGREES THAT 771E WORK PERFORMED BY THE ENGINEER SHALL COMPLY WIN THE GENERALLY ACCEPTED STANDARDS
R0kbONA bxleiED Sep L. AND PRAC71(ES OF THE ENGINEER'S TRADE OR PROFESSION. IHE ENGNEER FURTHER AGREES THAT THE WORK P
MASIVAI. SNvT e� VALYR /1S CteSO AS To w CNA*it:1�1i *11411 5K �pm«•K ACCORDANCE WTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITA TO THE EXTENT THAT 7
• I `e M& &"DSCAPOV ARMS Ittivut*Rp sY At1Ee1lM t'RY. PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REWEW PERFORMED BY THE CITY OF EMNITA.'
.111! lMMe•At1eN Iftr*A K T%G /RM�7torJ 4 ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEIERMINA17ON BY THE CITY OF ENCINITAS OF 1
&AP OTHRR SbA"A tempi e0 IT' rROVRMT RvMOFts e= MCSPKII wm%$t&M• ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY 1
11eNS wNRRO IIlA�6AfleN F+e1Ne eR i Y, I.eW -NEAO oltANAbb IMPROVEMENTS BASED 7IIEREON. THE ENGINEER AGREES 70 INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCIN
•TINE hAM s/+cwoiS CeCAneN fOAYs ewwe ARpOi Ma TjIT<NOto AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERE
• TM t pt O» totMT�P►OS AREAS ' M L N�ML� 4MM0 � 05� D rC+ eP /yT A � DI P I S ORMEn TU1H E> NEE ACING WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND
LARTHWORKDA.A CN"X ANA bOLO�I
sti 1t'i'Vlt.
STEEPEST EISTNG NATURAL SLOPE ON -SHE = 4 H : 1 V SAMPO ENGINEERING INC.
MAXIMUM VERTICAL DEPTH OF CUT = 6' 1034 SECOND SIREFT
MAXIMUM VERTICAL DEPTH OF ALL = 2' EDNITAS CA 92024
CUT = 185 C Y. (760) 436 -0660
ALL = 75 C. Y.
EXPORT= 110 C BY it d �--�• DALE IZICYP /3
REMEDIAL = tl,100 C.Y. (1-6' REMOVAL AND RECOMPACTON UNDER AND 5' OUTSDOE OF BUILDING AREAS) MNC:ENT L. SAMPO RCE 44173 EXPIRES 613012015
AND ARISING OUT
LEGEND
STANDARD
PROPERTY BOUNDARY
PROPERTY LINE
EASEMENT LINE
EXISTING CONTOUR
EAIS77NG BEVATIOW
NEW CONTOUR
NEW ELEVATION
DAYLIGHT LINE
GRASS LINED DRAINAGE SWAL£
(DETAIL T°)
DIRECTION OF FLOW
CONCRETE PAVEMENT
PER PLAN
PERMEABLE PAVERS FOR R16HT- LIF-WAY
UN! ECO -SIONE OR APPROVED EQUAL
FRONTAGE AND BMPS
FLAGSTONE PAVERS IN CONCRETE
PER PLAN
CONCRETE MASONRY RETAINING WALL
PER SORSO C -2
BUILDING RETAINING WALL
PER BUILDING PERMIT
PRIVATE SUBDRAIN PIPE
SORSD 0-60, PVC STIR -35
PRIVATE S70RM DRAIN PIPE
SORS9 D -60, PVC STIR -35
PRIVATE CA7CH BASIN
BY vs'
GRAVEL BAGS
(CASQA SE-4, LL 10) & DETAILS E & F
SILT FENCE
(CASQA SE-1) & DETAIL 0
STABILIZED CONSTRUCTION ENTRANCE
(CASQA STANDARD 70-1) & DETAIL D
LIMP AREA -NOT TO BE MODIFIED
WITHOUT PERMISSION FROM THE CITY
ABBREVIATIONS,
AC = ASPHALT CONCRETE
BMP = BEST MANAGEMENT PRACTICES
CO = CLEAMUT
EP = EDGE PAVEMENT
IF = FINISH FLOOR
FG = RNISII GRADE
FH = RRE HYDRANT
FL = FLOW LINE
GV = GAS VAL W
GM = GAS METER
HP = HICH POINT
lE = INVERT ELEVATION
ft = FIONUNE
LF = LINEAR FEET
0 = OVERHEAD
PP = POWER POLE
SCO = SEINER CYEANOUT
SMH = SEWER MANHOLE
TG = TOP OF GRATE
TW = TOP OF WALL
NM = WATER METER
WV = WATER VALVE
8W=3&ITbM dwvd^j'
OWNERS.•
fREDE EK R .R. & CM7HIA HEWING
1144 E MARKET ST.
AKRON, OHIO 44316 -0001
SITEADDRESS.•
1402 SUMMIT AVENUE
CARDIFF BY THE SEA, CA 92007
ASSESSOR'S PARCEL NUMBER. • 260- 620-94
LEGAL DESCRIPTION.•
PARCEL 2, PARCEL MAP 20911
TOPOGRAPHY-
THE EXISTING TOPOGRAPHY SHOWN HEREON IS BASED ON AN AERIAL
SURVEY PERFORMED BY SAN LO AERIAL SURVEYS FLOWN ON MAY 3, 2005
SYMBOL
112
112.50
LLLLLL
0 0
SLOPEANALYS /S:
EXISTING GRADE OF THE DNTRE SITE IS LESS IHAN 25% SLOPE.
OWNERS CERTIFICATE
WI NE1_HEREBY aRTFY THAT A REGISTERED SOILS ENGINEER OR
ST HAS BEEN OR NLL BE RETAINED 70 SUPERWSE OVER ALL
GRADING ACTIVITY AND ADNSF ON THE COMPACTION AND STABILITY OF
THE SITE.
A: �t t a�ytrT�� l; � t41+
FRED CK R. H ATE
03/20/y /MPERV/OLISAREA
CYNTHIA HEIM VA It
IMPERVIOUS AREA PRIOR TO CNSTRUCRON.• 2903 SOFT
IMPERIOUS AREA AFTER CONSTRUCTION.• #677 SOFT
INCREASE IN /MPERMOUS AREA: 1,714 SOFT
\\ IMPERIOUS AREA REPLACED. 0 SOFT
YIE
MAX IMUMALLOWABLEWATERUSAGE /MAWA/
PER EMNITAS MUNICIPAL CODE 13.26.070 ESSL BMPPROJECTSTATUS: STANDARD
Eta EVAPOTRANSPIRA77ON =58' Q L• PUBLIC WORKS PLANN/NGANDBUILDING PARKSANDRECREATION SAND /EGUETOWA TER DISTRICT ENCINITASF /REDEPARTMENT
I/lC/N/TY MAP (f T LA = LANDSCAPE AREA = 4,585 SFo�o
E� �/���5 62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) � No. 44173 ° f
NIS
h4PO ENGINEERING, INC, MA NA = �i to0.62 (�f(LA +(O.A)(SLA)I = (5.8')(0.62X(0.7)(4,585 SF) +(0.3)400 SF)]= 06 -30 -15
yy 22 KH q�F clv1� 141-3 4ly �uvwl,
OF
c I DALE SM DATE DAIS DA
SIGNATURE EXPIRES 7WO YEARS FROM DAIS SIGNED
CHANGE NO. DESCRIPTION APPROVED rS DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY- DRAWN er. CHECKED BY ENGINEERING DEPARTMENTAPPROVALS CI TYOFENC/ N/ SAS -ENGINEERING SERVICES DEPARTMENT DRAW /TUG NO. 100
` A 7 CITY OF EMNITAS SURVEY CONTROL NETWORK - STARON PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: sR qpp GRADING & EROSION CONTROL PLANS FOR.
7VC -41' A O BRASS D 7119 0A 1 IN TURNOUT NO THE EAST �13 MA H ev MAH . N UIM HEIGOO RESIDENCE 11719 -G
SIDE OF NORIHBQUCHES�ITELD1bkW MILES NORTH Of N/A DATE : /Z/0-0
Lt ! � I (f ,�% R.C.E. N0.: 44173 ENGINEERING , WORKS DIRECTOR 1402 SUMMIT A VENUE
(NOTE PRENOUS GRADING PLAN 396 -G ON NGVD29 DATUM) GIGIV DATE KN L SAMPO EXP. 6 30/15 3�5� '
ENGINEER OF NOJRK VAIL DATE CASE NO: 13 -048 CDP SHEET I OF
U
Z
c's
W
w
Z
(D
w
O
a c
Q
�1
18" MIN.
ENGINEERED
*SEE NOTE B
BASIN MUST PROVIDE MINIMUM OF
206 CUBIC FEET OF WATER STORAGE.
6" DIA. SCHEDULE 40 PVC PERFORATED
AT BOTTOM OF 3 4" GRAVEL LATE
GRAVEL ABOVE SU DRAIN. PERFORAR
BE DOWN TOWARD THE BOTTOM OF I
RGHT OUTSIDE THE SUBDRAIN
ENCAPSULAiED IN MIRAR 140N, OR E
IMPERMEA6
SEE
RECOMMENDA710
BIOREiENRON BASIN OVERFLOW
INLET. USE 12" DIAMETER
CATCH BASIN BY NOS' OR
APPROVED EQUALS ,
•" " "• E- f265IE 17-75
DETAIL FOR iMP
i" = 5'
'BIOREiENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEP SANDY LOAM SOIL MIX NTH NO MORE THAN 53- 1N
CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH AND 20 -309
TOPSOIL. THE ENUNEERED SOIL SHOULD BE ENCAPSULATED IN MiRAR 140N, OR EQUIVALENT.
THE BIOROENRON AREA SHOULD BE LINED ON ALL SIDES WiTH AN IMPERMEABLE LINER. THE IMPERMEABLE LINER LIMITS
TO BE DETERMINED IN THE FIELD BY 90 SOILS, INC. THE LINER SHALL HAVE THE FOLLOWING PROPERRES• 30MIL PVC, W
SPECIFC GRAVITY (ASTM D792): 120 (MIN), TENSILE (ASIM D882): 73 (LB1lN -N0TH, MIN) ELONGANON AT BREAK
(ASiM D882: 380 (9 MIN), MODULUS (SIM D882). 30 (LB/IN -NOTH, MIN), AND iEAR RESISTANCE (ASiM D1004): 30
(LB /IN, MIN)
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SiZED BASED ON ENCINITAS STORMWATER MANUAL 0 5 10 20
CALCULA TONS. TYPICALLY, THE SURFACE AREA OF i IF BIOREIENRON BASIN iS 43- OF THE IMPERVIOUS AREA DRAINING
TO IT
BASIN SHALL BE IRRIGATED TO PROMOTE WOETAPON GROWTH. OWNER IS RESPONSIBLE FOR MAINTENANCE TO ENSURE
BASIN OPERATES PROPERLY. -
BASIN IS FOR STORM WATER QUALITY AS WELL AS INCREASED RUNOFF MI NGANON
v1\
)\lc
it
GRASS OR TURF
LINED SWALE
GRASS -LINED DRAINAGE SWALE n
NTS _ J
1
�nR
1
18 TOP 1*0
X EXiSDNG 10' WiDE PUBLIC
vp
? FGEl v.4 r� / DRAINAGE EASEMENT
IEan lEi 9! \ 3 RECORDED SEPTEMBER 25,
77'
2007 AS DOCUMENT N0.
lz7.38 6" PERFORATED PVC
2007- 0625376 OF O.R.
`
1, r 2
3 (kc Q4 55
TG 127.4 fE 125.98
Ex 124.4
r
VINCENT SAMPO DATE
GAM€'O ENGINEERING, INC.
CHANGE N0. DESCR/PTAV APPROVED DATE BENCHMARK SCALE
At As T CITY OF € NCINITAS SURVEY coma NETWORK - STATOR
K 01 71 'ETC -41' A 2' BRASS DISK LOCATED IN TURNOUT ON THE EAST
- 9DE OF NORTHBOUND HIGHWAY 101 0.5 MILES NORIH OF
CIIESTEIthio l i' 1' = 10'
ELEV.: 73.612' DARI,M.• NAM 86
(NOTE: PREKOUS GRADING PLAN 396 -G AN NGH929 DATUM)
F�L ,
20
/
SDC\r ° r 2
SPECLU 0TR/CTAPPROVAL
U
UI. Rr
,( nl_IG14Z1Q
EXISTING 5' NOE PUBLIC
DRAINAGE EASEMENT
PLANS PREPARED UNDER SUPERVISION OF
. "/ / D
CONSTRUCTIONNOTES:
1. BOUNDARY WORMA710N PER PARCEL MAP NO. 70921.
2. A CURRENT PRELIMINARY RTE REPORT WAS NOT PROVIDED BY THE OWNER / CLIENT AT THE RME OF
PREPARANON OF THIS PRELIMINARY GRADING PLAN AND THEREFORE EWSTNG EASEMENTS, IF ANY HALE NOT BEEN
PLOTTED WiTH THE EXCEPRON OF THE FOLLOWING.
oo EXISTING PUBLIC DRAINAGE EASEMENT RECORDED SEPTEMBER 25, 2007 AS
DDOCUMENT N0. 2007- 0625376 OF O.R.
3 774E SUBJECT PROPERTY LIES WITHIN THE R -11 ZONE CITY OF ENCINITAS, CALIFORNIA ZONING INFORMAPON
SHOWN HEREON IS CONSISTENT WITH THE REQUIREMENTS OF SAID ZONE AS OF THE DATE OF THIS PLAT.
4. THE SUBJECT PROPERTY LIES WITHIN THE CARDIFF SANiTATON DISTRICT AND IS CURRENTLY SERVED BY CARDIFF
SANITARON DISTRICT FOR SANITARY SEWER FROM THE WESTERLY SIDE OF THE PROPERTY.
5. THE SUBJECT PROPERTY LIES WITHIN THE SAN DIEGUITO WAiER DISTRICT (SOW) AND IS CURRENTLY SERVED BY
SDWO FROM SUMMIT AVENUE
6. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIYATE AND SHALL BE MAINTAINED BY
THE PROPERTY OWNER NTH THE EXCEPRON OF THE PUBLIC STORM DRAIN ALONG THE SOUTHERLY PROPERTY LINE.
7. WALL ELEVATONS SHOWN HEREON MAY VARY DURING CONSTRUCRON DUE TO EXISTING GRADES AND SOIL
ENGINEER RECOMMENDATONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOORNG DEPTHS
8. FOR STORM WATER POLLURON CONTROL BMPS ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER AND
X25 LANDSCAPE AREAS PRIOR TO COLLECRON INTO THE PRIVATE STORM DRAIN SYSTEM TO THE SA77SFACRON OF THE
CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND DN SiTE AND DRAIN TOWARD BUILDING FOUNDA TONS.
9. ALL EXISRNG AND PROPOSED UPUTY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED
UNDERGROUND.
tzo
X
7 z 10. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING AND IMPLEMENNNG ANY AND ALL TYPES
�► OF SHORING SYSIEMS PER THE ATTACHED SHORING PLAN IN ORDER TO EXCAYATE FOR THE BASEMENT; RETAINING
M DRAIN SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR
WALLS U AND PRIVATE STORM
STABIlIZARON RECOMMENDANONS PRiOR TO £ONSTRUCITON A DUILDING PERMIT iS REQUIRED FOR
SHORING ANNDffS,
A
ANY SHORING
-� it PRIOR TO CONSTRUCTOR THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE
r5' 4yw��N� 3 PERFORMED IN THE PUBLIC RIGHT- OF-WAY OF SUMMIT AVENUE.
12. CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 5.5" P.C.C. OVER 12" COMPACTED SUBGRADf SOIL TO A
MINIMUM OF 959 DRY DENSITY, CONCRETE SHALL BE REINFORCED W1RH N0: 3 BARS PLACED 18" ON CENTER IN
BOTH DIRECRONS JOINTS PER SOIL ENGINEER. DRIVEWAY SLABS AND APPROACHES SHOULD ADDIRONALLY HAVE A
THICKENED EDGE (12 INCHES) ADJACENT TO ALL LANDSCAPED AREAS TO IMPEDE INRLTRAPON.
24 150.7
13. CONCRETE SIDEWALKS AND PANGS SHALL NOT BE LESS THAN 4" P.C.C. OVER 2" CLEAN SAND UNDERLAIN BY
SMH z A 10 -MIL MOISTURE HARRIER OVER 2" CLEAN SAND OVER RECOMPACTED NARVE SUBGRADf SOIL, UNLESS
H `r FL 150 45 C DETERMINED OTHERWISE BY THE SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER.
14. THE EXISRNG TOPOGRAPHY SHOWN HEREON IS BASED ON AN AERIAL SURVEY PERFORMED BY SAN LO AERIAL
SURVEYS FLOWN DN MAY 3, 2005.
o t 5 '; 26 FL 15 . 15 SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND COIVSTRUCRON BEST MANAGEMENT
< <' io k�a PRACRCES
150.5
\ 9
0.6 16. UNLESS NOTED 01HERNSE, ALL ROADWAYS SHALL BE A MINIMUM WIN WIDTH DURING CONSTRUCRON AND
MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM RRE CODE
AND CITY OF ENCINITAS RRE DEPARTMENT.
� FL 150.3 17. ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN
3 ��v 75,000 POUNDS
< 17
"; �, , , • '�,' . 18. ALL THE WORK PROPOSED ON THIS PLAN IS ENNREtY WITHIN THE APPLICANT'S PROPERTY. IF ANY
DISTURBANCE TO ADJACENT PROPERTES IS ANRCIPMED AS A RESULT OF ANY PROPOSED WORK, OR AT RTE
. ` �< • TG 150.1 DISCRENON OF THE CITY FELD INSPECTOR, A Wfi'ITIEN LETiER OF PERMISSION FROM THE ADJACENT PROPERTY
tiq 6 IE 1482 1
OVER MUST BE OBTAINED AND SUBMITIED TO THE CITY PRIOR TO START OF ANY SUCH KRK. ANY DISTURBANCE
r ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRIRNG AND SUBMITTED TO
149.0 2 THE CiTY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNRL THE REQUIRED PERMISSION IS
OBTAINED.
,7 1493 \ KEYNOTES:
FG 147
16 0 PROTECT EXISRNG PUBLIC CATCH BASIN 7N -PLACE
BW 145.0 2Q PROTECT EXISRNG PUBLIC STORM DRAIN CLEANOUT IN -PLACE
7
3 O PROTECT EXISRNG 12" STORM DRAIN IN -PLACE
144.OD Hp 23 4O PROTECT EXISRNG FENCE iN -PLACE
D6 50 DEMOLISH EXISRNG DC PA RI SEE DETAIL 'C'
EXISRNG 16' PROTECT EXISRNG POWER POLE AND GUY WIRES IN -PLACE
WIDE PCC 7Q PROTECT EXISRNG RETAINING WALL IN -PLACE
' DRIVEWAY
® 6" WiDE x 16" DEEP FLUSH PCC CURB. SEE CROSS SECRON C'.
9O 10' WIDE PERMEABLE PAVERS, ECO- STONE" BY UNI -GROUP USA, OR APPROVED
CONCRETE CURB AND CONNOL JOINTS U 15' OC EQUIVALENT PER DETAIL C' S£E CONSTRUCNON NOTE 17.
PAVERS TO BE FLUSH WITH OR LOWER THAN CURB
10
UNI ECO -STONE PAVER 3 i/8' - -- 12" x 12" PRIVATE CATCH BASIN BY DDS` OR APPROVED EQUAL
(80 MM) PROVIDE 19 MIN. SLOPE 11 ABANDON EXISRNG SEWER LATERAL
1 "BEDDING COURSE �4 " -3f8" WASHED FRACTURED 12 KILL EXISRNG J140 COPPER WATER SERVICE CREDIT TO BE APPLIED FOR EXISRNG 518v
OPEN- GRADED STON PER ASTM N0. 8 REQUIREMENTS SAND GAP O WATER METER: DUAL DOMESTIC /TIRE WATER MEiER AND NEW i" SERVICE PER W5 -09 &
6" RACK MIN. BASE COURSE 3/4" WO -17. TO BE INSTALLED BY DISTRICT AT OWNERS EXPENSE.
F6" WASHED FRACTURED OPEN 6R, DED STONE
PER ASTM N0. 57 RASE REQUIREMENTS 13 PRIVATE 60 DIA PRIVATE STORM DRAIN (5DR -35 MIN) AT 19 MN SLOPE
1"
PA VLR PATTERN.• RUNNING BOND
14 BIORETENRON BASIN FOR BMPS NOT TO BE MODiFED W TROUT CITY PERMIT SEE DETAIL
<
11180 A'
15
°° 10 118" NOTES EXISRNG SEWER LATERAL POINT OF CONNECNON. CONTRACTOR TO VERIFY LOCAPON AND
og °° MIN. 1. THE DRIVEWAY CROSS SECRON SHOWN MAY VARY DEPENDING ON L7EYATON.
6 MIN SOIL ENGINEER R -VALUE IESIS TO BE CONDUCTED PRIOR TO
CONSRRUCRON 16 MASONRY RETAINING WALL PER SDRSD C -2. SEE CONSRRUCRON NOTE 10 ABOVE
2 THICKNESS OF AGGREGATE BASE WiLL VARY W11H SUBGRADE 17 MASONRY SITE WALL /COLUMNS (4' MAX) ON PRIVATE PROPERTY. FINISH PER ARCHITECT.
9OX COMPACTED SUBGRADf CONDI RONS AND CLIMATE. TU BE DETERMINED BY SOILS ENGINEER. INSTALL 2" DIAMETER WEEP HOLES 5' ON CENTER.
�� TS 12" DIA. BIORET£NRON BASIN STANDPIPE. SEE DETAIL A' TG 130:0, Ex 1290, IEaq 127.0
PAVER DETAIL WITH Cf� QUE EDGES
19 24" WIDE PRIVATE DRAINAGE SWALE.. SEE DETAIL B'
NIS nc Q 1H FRONT RD SE18 C COMB ED RETIRING WALLS
TESTS SEE DETAIL 'C' AND CONSIRUCRON NOTE 17.
fRCNTAGE IMPROVEMENTS DETAIL
NTS
CHECKED BY. ENGINEERING DEPARTMENT,
ws
RECOMMENDED: APPA
DATE
SUMMIT
_I i_ ,
VG 6" WIDE
DEEP PCC
CURB
0 FENCE f6 MAX). 4 MAX W1 iN YA A K. ALL IN A
RAiU AND FENCES NOT TO EXCEED 6 FEET IN HEIGHT.
21 TRENCH RESURFACING PER CiTY OF ENCINITAS STANDARD DETAIL
A VENUE � BACKINGxI.I? THICK, OVER 12 "DGFTTER BLANKET
PER SDRSD D -40, Tiff 2, USE N0.2
PRIYATE PVC PERFDRATED SUBDRAIN PIPE WRAPPED iN MIRAR 14ON OR APPROVED
PROTECT EXISRNG AC EQUAL. SLOPE AT 19 MIN.
PAVEMENT AND BASE 5' WOE DG OR NAME SOIL PATH RESERVED FOR RECREANONAL iRAIL (SEGMENT 135)
PROTECT EXISRNG MAIL BOXES IN -PLACE
t 2� PROPOSED NON -SLIP PCC DRIVEWAY WITHIN FUTURE (RAIL. SEE KEY NOTE 24.
h i 2Q PRIVATE 4" DIAMETER SPEE -D CATCH BASIN BY DDS' OR APPROVED EQUAL
KEYSTONE RETANING WALL (3.0' HIGH MAX)
29 4tlK WIDE TRENCH DRAIN BY NDS' OR APPROVED EQUAL Z
i ER PLAN ELEYATON GUARD RAIL PER BUILDING DRA NNGS -aMS,pSp tJALL I' C ORU RAIL HE T" HOT TO &
Z
31 PROTECT EXISRNG PCC FLUSH CURB IN -PLACE ���� T w
32 PCC STRAIGHT HEADWALL PER SDRSD D -30, TYPE A (SIMILAR) 33 6" SOLID WALL PVC AT 0.93- w x
R.C.E. NO.: 44173 ENGNEERIN U C WORKS DIRECTOR
EXP. 6/30/15 3I S 1 ' 4
DA 1E DATE 4f r
CI TYQFENCOTAS- ENWER/NOSERWESDEPARTMENT DR4WINGNO z
w a
PLAN FOR: p
HEIGaD RESIDENCE 11719 -G
1402 SUMMIT AVENUE ;
XI
Dr,L
CHANGE N0.
\ 7 ifGy 1`
TW 138.2'
(FG<<6
� y
yrv.!
V
It !9
o/t 33
EXISTING 6' WIDE PRIVATE q
N
1• =10'
0 5 10 20
7DA00RARY GRAYELBAG 81EET
GI�1 STA�ADD SE-tq
s
�R n` I
ip
A� A \14300HP23 \ °
PAD 1476 T 1 7 L
V �y i0IF145.9i ¢ 7.
11C '6
MFWARY GRAVEL U
BAGS 0VE ROW 7W
\ BAGS 1*00HV STAGGERED
9
ft
fm
If
\, w \
%� k 14§.65 '.
RESIDENCE E 14s.?
9;uD F,F 748.50 �� \� 7
\ ✓ 1475
. 0HP2 ( �
-- _-NO GRA<`
�•- ��L, , - � ?�� rQi iP �
�� DRIVFWA'
'0299' EXISTING 5' WIDE PUBLIC
DRAINAGE EASEMENT
- RECORDED SEPTEMBER 25,
2007 AS DOCUMENT N0.
2007- 0625376 OF OR.
co r),
n
150.7 X41
14916 ' Y
!2�-, ✓
G
LIBSICUPIF FGA 8
,
\
' \ J
i
1d7,W ,
t1d ` 1
READ WCE '
2ND FF 148.50'
a 1ST FF_ 13750 '
PAD 136.8
8' HIGH (MIN
BURRING S WALL
SEWER EA SEMEN T GV FAVOR 137. �� ' LAWN 1 ".4
\
6 OF PARCEL [
PH 20921 � F✓ _ � � �
>
S - F
1C132.0 h
13 50 O cRA NG
' - A
P -1 pV �� i" A� I �� � ✓
41 E>
JDPrPE y /
P 1300 I EXISTING 10' WIDE PUBLIC
� TG •
x \ ITS 129.0 �� � / DRAINAGE EASEMENT
A� YEW, 1 ^70 RECORDED SEPTEMBER 25, r ��
2007 DOCUMENT
2007 - 0606 25376 OF OR.
IF 1263)
rc �7 4' -
\\ 24
�e 4) i
_Z
x
(It 133.5)
I A
's
® / l
NO GRADING
i, del
DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTR /CTAPPROVAL
lS CITY OF ENCINITAS SURVEY CONTROL NETWtiRK - STA770N
'ENC -41' A 1' BRASS DISK LOCATED IN TURNOUT ON THE EAST
SIDE OF NORTHBOUND HIGHWAY 101 0.5 MILES NORTH OF
CHESTERFIELD DRIVE 1' = 10'
DALE
ELEV.: 7J612' DA7UM.• NAVD 88 Spy
(NOME PREVIOUS GRADING PLAN 396 -G ON NGVD29 DATUM)
I
Y
CRUSHED AGGREGATE
GREATER THAN 3 "A BUT
SMALLER THAN 6 R
MIN, FILTER FABRIC EX/SBNG
GRADE
SECTION A -A
NOTE: CONSIRUCT SEDIMENT
20'R BARRIER AND CHANNELIZE RUNOFF
TO SEDIMENT TRAPPING DEVICE
MIN,� A
a
,'e /i• . -..- .. `1 a -. • °
CALIFORNIA SEE STORMWAIER QUALITY : /• /• rba ••..� WDTH AS REQUIRED
TO A CCOMODA 7E
�! �� �N �N �iN !1 �J• ��• �NI
ASSOCIAZION (CASOA) STANDARD DWG. NO. /' '// I OR / • •- • • • I
it �.� �iN I•N Ii�� �J �i�•LpI
NAEFIC
I' /
MATCH ENSUNG GRADE
TYPICAL STABILIZED CONSTRUCRON ENTRANCE
NOTE. GRADING INSPEC70R MA Y ALLOW CORRUGA 70 NO SCALE
S75EL PANELS ONLY O
2 BAGS HIGH (TIP.)
24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY
FOR DRAINAGE OIERFLOW ASSOCIATON (CASQA) STANDARD DWG NO.
WHERE NECESSARY 7 SE -4 FOR ADDITIONAL INFORMATION
5Zl -", 7T p1RE��
F1 _10.44
\\ TYPICAL VELOCITY CHECK DAM
�gl
504)
,
X150.
of 148�2J'
LL
�1 9 0,1 .,, '�z ,� -
x xJr�% _ X _
1_I I-
TIPICAL INLET PROTECTION
C0NSIRUCWN ANCE
PER DETAIL V AND
CASQA DETAK 7C-1
NOTE:
THIS PLAN IS FOR IEMPORARY
EROSION CONTROL PURPOSES ONLY
REFER TO SHEETS i It 2 FOR
CONSTRUCDON.
4" PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD CONDITIONS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
J. A TTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
WOVLN IABRIC GRAVEL HAGS
STAGGERED (TYP.)
NO SCALE E
SEE CALIFORNIA STORMWAIER QUALITY
ASSOCATON (CASQA) STANDARD DWG NO.
5E-10 FOR ADDITIONAL INFORMATION
WOVEN FABRIC GRAVELBAG
2. STAPLE WIRE FENCINGNMSCALE
THE POSTS.
I�11 =11
..= lfelt�ul
,.s -
4. BACKFILL A COMPACT THE
EXCA VA A SOIL.
/�- 'd
NOTE:
ALTERNARVF SILT FENCE CONSTRUCTION MAY BE USED
IF FIRST APPROIWD BY THE ENGINEER OF WORK AND
THE INSPECTOR
3 r-
5 * TYPICAL SILT FENCE
NO SCALE
DESIGNED BY DRAWN BY CHECKED By ENGINEERING DEPARTMENTAPPROV S CITY OFENCINITAS - ENGINEERING SERVICES DEPARTMENT
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR EROSION CONTROL PLAN FOR:
DATE: I DG • M 1 HEIGOW RESIDENCE NA-971 MARLM U R.C.E. N0.: 44173 ENGINEERI /PU G MKS DIRECTOR 1402 SUMMIT AVENUE
WNaNT L EXP 6 0/15 a i' 4 ��
rurlurrn nr ww DATE DATE f 9 PACC AM)- t _4_nea Pno
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DWG N0.
SE -1 FOR ADDNIONAL INFORMATION
U
Z
'rt U
G z
w c
w ,
Z
DRAN/NGNO. z
wo
O ig
d '-x
11719 -G < N
SHEET 3 0F3 - ?
41"
\7�
•E
r( t� .2 -
- 6
61333 j
j fpr`1
1370
' \ J
i
1d7,W ,
t1d ` 1
READ WCE '
2ND FF 148.50'
a 1ST FF_ 13750 '
PAD 136.8
8' HIGH (MIN
BURRING S WALL
SEWER EA SEMEN T GV FAVOR 137. �� ' LAWN 1 ".4
\
6 OF PARCEL [
PH 20921 � F✓ _ � � �
>
S - F
1C132.0 h
13 50 O cRA NG
' - A
P -1 pV �� i" A� I �� � ✓
41 E>
JDPrPE y /
P 1300 I EXISTING 10' WIDE PUBLIC
� TG •
x \ ITS 129.0 �� � / DRAINAGE EASEMENT
A� YEW, 1 ^70 RECORDED SEPTEMBER 25, r ��
2007 DOCUMENT
2007 - 0606 25376 OF OR.
IF 1263)
rc �7 4' -
\\ 24
�e 4) i
_Z
x
(It 133.5)
I A
's
® / l
NO GRADING
i, del
DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTR /CTAPPROVAL
lS CITY OF ENCINITAS SURVEY CONTROL NETWtiRK - STA770N
'ENC -41' A 1' BRASS DISK LOCATED IN TURNOUT ON THE EAST
SIDE OF NORTHBOUND HIGHWAY 101 0.5 MILES NORTH OF
CHESTERFIELD DRIVE 1' = 10'
DALE
ELEV.: 7J612' DA7UM.• NAVD 88 Spy
(NOME PREVIOUS GRADING PLAN 396 -G ON NGVD29 DATUM)
I
Y
CRUSHED AGGREGATE
GREATER THAN 3 "A BUT
SMALLER THAN 6 R
MIN, FILTER FABRIC EX/SBNG
GRADE
SECTION A -A
NOTE: CONSIRUCT SEDIMENT
20'R BARRIER AND CHANNELIZE RUNOFF
TO SEDIMENT TRAPPING DEVICE
MIN,� A
a
,'e /i• . -..- .. `1 a -. • °
CALIFORNIA SEE STORMWAIER QUALITY : /• /• rba ••..� WDTH AS REQUIRED
TO A CCOMODA 7E
�! �� �N �N �iN !1 �J• ��• �NI
ASSOCIAZION (CASOA) STANDARD DWG. NO. /' '// I OR / • •- • • • I
it �.� �iN I•N Ii�� �J �i�•LpI
NAEFIC
I' /
MATCH ENSUNG GRADE
TYPICAL STABILIZED CONSTRUCRON ENTRANCE
NOTE. GRADING INSPEC70R MA Y ALLOW CORRUGA 70 NO SCALE
S75EL PANELS ONLY O
2 BAGS HIGH (TIP.)
24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY
FOR DRAINAGE OIERFLOW ASSOCIATON (CASQA) STANDARD DWG NO.
WHERE NECESSARY 7 SE -4 FOR ADDITIONAL INFORMATION
5Zl -", 7T p1RE��
F1 _10.44
\\ TYPICAL VELOCITY CHECK DAM
�gl
504)
,
X150.
of 148�2J'
LL
�1 9 0,1 .,, '�z ,� -
x xJr�% _ X _
1_I I-
TIPICAL INLET PROTECTION
C0NSIRUCWN ANCE
PER DETAIL V AND
CASQA DETAK 7C-1
NOTE:
THIS PLAN IS FOR IEMPORARY
EROSION CONTROL PURPOSES ONLY
REFER TO SHEETS i It 2 FOR
CONSTRUCDON.
4" PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD CONDITIONS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
J. A TTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
WOVLN IABRIC GRAVEL HAGS
STAGGERED (TYP.)
NO SCALE E
SEE CALIFORNIA STORMWAIER QUALITY
ASSOCATON (CASQA) STANDARD DWG NO.
5E-10 FOR ADDITIONAL INFORMATION
WOVEN FABRIC GRAVELBAG
2. STAPLE WIRE FENCINGNMSCALE
THE POSTS.
I�11 =11
..= lfelt�ul
,.s -
4. BACKFILL A COMPACT THE
EXCA VA A SOIL.
/�- 'd
NOTE:
ALTERNARVF SILT FENCE CONSTRUCTION MAY BE USED
IF FIRST APPROIWD BY THE ENGINEER OF WORK AND
THE INSPECTOR
3 r-
5 * TYPICAL SILT FENCE
NO SCALE
DESIGNED BY DRAWN BY CHECKED By ENGINEERING DEPARTMENTAPPROV S CITY OFENCINITAS - ENGINEERING SERVICES DEPARTMENT
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR EROSION CONTROL PLAN FOR:
DATE: I DG • M 1 HEIGOW RESIDENCE NA-971 MARLM U R.C.E. N0.: 44173 ENGINEERI /PU G MKS DIRECTOR 1402 SUMMIT AVENUE
WNaNT L EXP 6 0/15 a i' 4 ��
rurlurrn nr ww DATE DATE f 9 PACC AM)- t _4_nea Pno
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DWG N0.
SE -1 FOR ADDNIONAL INFORMATION
U
Z
'rt U
G z
w c
w ,
Z
DRAN/NGNO. z
wo
O ig
d '-x
11719 -G < N
SHEET 3 0F3 - ?
24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY
FOR DRAINAGE OIERFLOW ASSOCIATON (CASQA) STANDARD DWG NO.
WHERE NECESSARY 7 SE -4 FOR ADDITIONAL INFORMATION
5Zl -", 7T p1RE��
F1 _10.44
\\ TYPICAL VELOCITY CHECK DAM
�gl
504)
,
X150.
of 148�2J'
LL
�1 9 0,1 .,, '�z ,� -
x xJr�% _ X _
1_I I-
TIPICAL INLET PROTECTION
C0NSIRUCWN ANCE
PER DETAIL V AND
CASQA DETAK 7C-1
NOTE:
THIS PLAN IS FOR IEMPORARY
EROSION CONTROL PURPOSES ONLY
REFER TO SHEETS i It 2 FOR
CONSTRUCDON.
4" PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD CONDITIONS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
J. A TTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
WOVLN IABRIC GRAVEL HAGS
STAGGERED (TYP.)
NO SCALE E
SEE CALIFORNIA STORMWAIER QUALITY
ASSOCATON (CASQA) STANDARD DWG NO.
5E-10 FOR ADDITIONAL INFORMATION
WOVEN FABRIC GRAVELBAG
2. STAPLE WIRE FENCINGNMSCALE
THE POSTS.
I�11 =11
..= lfelt�ul
,.s -
4. BACKFILL A COMPACT THE
EXCA VA A SOIL.
/�- 'd
NOTE:
ALTERNARVF SILT FENCE CONSTRUCTION MAY BE USED
IF FIRST APPROIWD BY THE ENGINEER OF WORK AND
THE INSPECTOR
3 r-
5 * TYPICAL SILT FENCE
NO SCALE
DESIGNED BY DRAWN BY CHECKED By ENGINEERING DEPARTMENTAPPROV S CITY OFENCINITAS - ENGINEERING SERVICES DEPARTMENT
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR EROSION CONTROL PLAN FOR:
DATE: I DG • M 1 HEIGOW RESIDENCE NA-971 MARLM U R.C.E. N0.: 44173 ENGINEERI /PU G MKS DIRECTOR 1402 SUMMIT AVENUE
WNaNT L EXP 6 0/15 a i' 4 ��
rurlurrn nr ww DATE DATE f 9 PACC AM)- t _4_nea Pno
SEE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) STANDARD DWG N0.
SE -1 FOR ADDNIONAL INFORMATION
U
Z
'rt U
G z
w c
w ,
Z
DRAN/NGNO. z
wo
O ig
d '-x
11719 -G < N
SHEET 3 0F3 - ?