2018-13916 SG (Plans)RIGHT OFWAYNOTE
ONNER IS TO OBTAIN A CONS Mi CNON PERMIT ,FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PM TO WORKING IN THE
PUBLIC RIGHT OF WAY. FAILURE 70 DO SO KL RESULT IN ISSUANCE OF A STOP NVRK NO17CE AND DOUBLE PERMIT FEES IT IS THE
RESPONSIBILITY OF IHE OMNER TO KNOW )HERE HIS/HER PROPERTY LINE IS
DRA/NAGENOTE
NO CONCENTRATED DRAINAGE BONS 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 TO AN APPROVED DRAINAGE FACILITY.
11171 Iry AlA,r
ALL UTTLIITES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
IJ.r ELISE ��1 /.Lf1J
1. ALL {ViW SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECRCARONS FOR PUBLIC *WKS CONSTRUCTION,
THE DE99V CONSTRUCHON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REC4 NJAL STANDARD DRAWNGS ANY
CHANGES OP RENSIOWS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FAR IN.SPECIIOv
2 THE SOILS REPORT 177LED 'REPORT OF LIMITED GE07ECHNICAL INWSNGAPON' PREPARED BY C LA MONTE COMPANY INC., DATED
OCTOBER 12 2017 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE
RECOMMENDATIONS AND SPECIFICA176015 CONTAINED IN SAID REPORT.
3 SEPARATE APPROVALS AMP PERMITS FOR ANY CONSTRUCRON WTHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE RE001RED IN
CONJUNCTION WTV IMPROVEMENT PLANS
4. W ITIEN PERMISSION SHALL BE OBTAINED FOR ANY CEF97E GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77OVS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERA TONS
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED 0? REPAIRED 70 CONDITION
EXISTING PRIOR TO GRADING
6 ikr DEVELOPER SHALL BE RESPO'1SYBGE THAT ANY MONUME r OF aox H MARK NHICH is DIS?t,LRBEO OR DESTROYED SHALL BE
v. Jr.�
RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVL ENGINEER OR A LICENSED LAND SURVEYORR,
7 THE CONTRACTOR SHALL DEI M, COVS7RUCT AND MAINTAIN ALL SAFETY LENCES INCLUDING SIfORiNS AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS
8 GRADING AND EQUIPMENT OPERAIIOG WTHIN ONE- -HALF (1 12) MILE OF A STRUCIURE FOR HUMAN OCCUPANCY -WALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SAIURDAYS SUNDAYS AND CITY RECOGNIZED HOUDAYS
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- MIRUC17ON MEETING HAS BEEN HELD ONSIIE WITH THE FOLLOWING
PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS eN&W tE-Ri, GRADING CONTRACTOR AND PLEWTIFE THE PRE- CONSTRUCROti
MEEIING SHALL BE SCMALED TWIN THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10 PRIOR TO HAULING DIRT OR CONS ?RUC`UON MA7FR/AL5 TO ANY PROPOSED CONS77RUC77ON 577E NITHIN THIS PROJECT THE DEVELOPER
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSQ7 HAUL ROUTE. THE DEVELOPER SHALL COMPLY
WIH ALL C0107TCKS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WIN REGARDS TO THE HAULING OPERATION
11. UPON RNAL CUNPLEY NV OF THE WY71RK UNDER THE GRADING PERMIT; BUT PRIOR TO RNAL GRADING APPROVAL AND16P RNAL
RELEASE OF SECURITY, AN 'AS GRADED CER17RCA17ON' SHALL BE PROVDED STATING.• 'THE GRADING UNDER PERMIT NO 13916 -SG HAS
BEEN PERFORMED IN SIUBSTANITAL CONFORMANCE NTH THE APPROVED WADING PLAN OR AS SHOWN ON THE ATTACIHED AS- GRADED
PLAN'. THIS STAIEMIENT MALL BE FOLLONED BY THE DATE AND SIGNAIURE OF THE CVL ENGINEER MHO CERTIFIES SUCH GRADING
OPERATION
12. ALL GRADING SHALL BE INSPECIED AND TESTED BY A QUAURED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND
TEST IHE EXCAVAAOIN PLACEMENT AND COMPAC77ON OF FILLS AND BACKRUS AND CO,MPAC77ON OF IRENCHES HE SHALL SUBMIT SOILS
REPORTS AS REOW?ED AND MILL DEIEWINE THE SUITABILITY OF ANY FILL MA TER /AL UPON COIMPLETION CP GRADING OPERATIONS HE
WALL STAIE IHAT OBSERVA17ONS AND TESTS MERE MADE BY HIM OR UNDER HIS SUPERVISION AND IHAT IN HIS OPINION, ALL
EMBANKMENIS AND EXCAVA]IONS ARE ACCEPTABLE FOR THEIR INTENDED USE
U THE CONTRACTOR SHALL PROPERLY (FADE ALL EXCAVATED SURFACES TO PRONDE POSITIVE DRNAMAKE AND PREVENT PONOING OF
WAIER. HE SHALL CCiVIROL SURFACE WAIER AND AVOID DAMAGE TO ADI'XN/NG PROPERTIES OR FRNISHED #MK ON THE 97E AND
SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND
EROSION CONTROL MEASURES HAVE BEEN INSTALLED,
14. ALL AREAS TO BE RILED SHALL BE PREPARED TO BE FILLED AND RLL SHALL BE PLACED IN ACCORDANCE MYTH STANDARD
SPEGRCAACN. ALL VEGETABLE MAILER AND ORECRONABLE MAIDWAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON OHICH THE RLL IS TO BE PLACED LOOSE RLL AND ALLU14AL SOILS SHALL BE REMOVED TO SUITABLE RRM NATURAL GROUND.
7HE EXPOSED SOILS SHALL BE SCARRED TO A DEPTH OF 12 INCHES AND THEN COMPACIED TO A MINIMUM Or 90 PERCENT. IT 91411
BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE; SPREAD, WAIER AND COMPACT THE FILL IN STRICT ACCORDANCE NIH SPECIFICATIONS
15. CUT AND RLL SLOPES SHALL BE CUT AND TRIMMED TO RN191 GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECDON.
7HE SLOPES OR EXCAVARON AND EMBANKMENIS SHALL BE SHAPED, PLANTED, AND ]RIMMED AS DIRECTED BY THE ENGNEER OF WORK
AND LETT IN A NEAT AND ORDERLY CYINDITKWN QIL STONES 80075 AND 07HER WASTE MA TIED EXPPOSED OR EXCAVAMV G'R
EMBANKMENT SLOPES NHIC•I ARE LIABLE TO BECOME LOOSENED SHALL BE REMOO AND DISPOSED OF THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHLRMISE DISPOSED OF OFF THE
SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED METH A NEAT AND RNHSHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS RLL SHALL BE SECXIRED FROM THE SULS ENGNEER AND CITY ENGINEER PRIOR
TO ME DISPOSAL OF ANY SUCH MATERIAL.
17 7HE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CO7NSISIENT WIN THE CTYS URBAN FOREST MANAaM&T PROGRAM TREES
LOCATED WI HIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY,, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY IREES AND
SMALL BE PROTECTED IN PLACE DURkVG CONSTRUCTION UNLESS SPEORCALLY .APPROVED Ol7ERR1SE NO WADING, EXGAVA.7TON, OR
DIS71IRBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR N1 7W IRE CITY 7REE DRIP LINE AREA (IHE` AREA FROM THE TRUNK OF A
TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PR07ECTED IN PLACE EWN LF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS IHE IREE REMOVAL
CHANGE NO.
DESCRIPTION
AS -BUILT
APPROVED 1 DA iF
EROSION CONTROL
i. IV CASE EMEE GENCY WORK 1S REQUIRED, CONTACT KRISRN LOCh1^ AT (858) 780 -6987, 24 HOURS A DAY
2 EQUIPMENT AND WOIRKERS FOR EMERENCY KAK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1
TO APRIL 15) ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON .577E ON OCTOBER I AT CONVENIENT LOCADOIMS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES NfIEN RAIN IS IMMINENT
J. DEWCES SHORN ON PLANS SHALL NOT BE MOVID OR M000ED N IHOUT 7HE APPROVAL OF THE ENGINEERING INSPECTOR,
4. THE CONTRACTOR SHALL RES70RE ALL EROSION CONTROL DEVICES TO WORKING ORDER 70 THE SA77TAC77ON OF THE CITY ENGINEER
AFIER EACH RUN -OFF PRODUCING RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADD171OVAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGNEER DUE TO AN
INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES OHM MAY ARISE.
6 THE CONIRACTO R SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
THAT ARE UNSAFE OR ARE POIEN PALL Y UNSAFE:
7 ALL EROSION CONNOt MEASURES PROVDDD PER THE APPROVED CRALNNG PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERWETTR MUST DRAIN AWAY FROM ME FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
9. ALL REMOVABLE PROTECIlW DEWES SHORN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY )HEN THE RW (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWAT£R POLLUTION CONTROL POSTCONSTRUCT /ONBMPIIMPNOTES
I. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TD COLLECDON AND DISCHARGE ONTO THE STREET AND%OR INTO THE PUBLIC
STORM DRAIN SYSTEM
2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU17ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT
FROM TUC rvry
I'll -11.
3. ALL IMPERVOUS AREAS WTHIN THE .17E SHALL DRAIN TO APPROVED BMP1lMP FAUL177ES AND /OR TO IURF OR LANDSCAPED AREAS
N PI ADEQUAIE GROUNDCOa PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVOUS AREAS MUST SLOPE TOWARD THE APPROVED
B MP/IMP FACILITY AND, ' THE 77,0?1,4_I.NOSCAPFED AREAS
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS IHE FLOW FROM 7HE DRAIN
DISCHARGES TO AN A0064 IF IMPfBMP.
5 DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMP/WP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYS7EAM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARCE IT TO AN ADEQUATE IMPIVMP.
6 ALL STORMWATER IMPIROP FAL-IL1745 SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED NIIHOUT A PERMIT FROM THE CITY.
7 7HE INSTALLIA770N OF ADD1710VAL IMPERVOUS SURFACES NOT SHORN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVSED OR
THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8 ALL EXISTING AND PROPOSED ?RASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WAIER BEST MANAGEMENT PRACTICE
REQUIREMENTS THE TRASH ENCLOSUURES SHALL HAVE AN IMPERVOUS NON- CONBUSIIBLE ROOF THAT WILL NOT ALLOW RAIN W471R TO
ENIER IRE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL
OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSIER AND TO PREVENT ANY ROW OF STORM WATER THROUGH THE
TRASH bNaOSURE AREA. THE BERM CAN BE CONSTRUCIED WIDE AND FLAT TO ALLOW ROLLING OF IHE DUMPSTER IN AND OUT THE
ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 7HR000H AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS ;HEN FILTERED PHROUGH A CITY- APPROU HYDROCARBON RUER AND DISCHARGED INTO THE PUBLIC SANITARY
SERER SYSTEM NOT TO PLAN7ERS OR THE STORM DRAIN SYSIEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR ?HIS
SIRVCIVRE.
01, relwpj MI.
1. WATER MAINS, LAIERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIRCATIONS OF THE
CURRENT WATER AGENCIES' STANDARDS COMMITTEE (W4 SIC),
2 RENEW OF THIS P! AN BY SAN DIEGU170 WATER DISTRICT DOES NOT CON57790 -T REPRESENTA POV AS TO 7HE ACCURACY OF_. 7NE
LOCATION OF, OR THE ENSIENCE OR NON - EXISTENCE OF, ANY UNDERGRKXIND UTILITY, PIPE OR STRUCTURE WTHIN THE UNITS CGF THIS
PROJECT
3 ALL EXISIING FACUTIES OWN MAY ARECT RNAL OESIGIN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL
BE FIELD VERIFIED. ALL EX1SRNG OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WAIER MAINS SHALL BE 'WOW ON
IMPROVEMENT PLANS ELECTRICAL AND SERER TO CROSS UNDER WATER MAINS UNLESS LIVEN NEi'ITiEN PERMISSION BY SAN DlEGUfTO
WATER DISTRICT
4. CONTRACTOR AND ONNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJJST TO WADE ANY EXISTING WATER FACILITY (RRE H)DRANT,
METERS, VALVES VALVE BOXES ETC) *HHICH IS AFFECIED BY THEIR PROJECT ALL AFFECTED WRIER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACUTIES 00 NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED
Tit CURRENT STANDARDS AT THE OWER'S EXPEND
5 URU77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION NHEN PARALLELING WATER SERVCES
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETNEEN RRE HYDRANTS AND SAN
DIEGO GAS AND ELECIRIC VAUL IS
7 ALL WATER SERVCES TJ BE CONSIRUCIED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN
FRONT OF IRE PARCEL THEY ARE SERVNG
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB 1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF
ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS
TO BE NO -LEAD BRASS PARIS
9. ALL COPPER TUBING USED FOR AIR RRIA S, BLOW OPTS AND SERVCES SHALL BE PROVDED WITH CATHODIC PROTEC77ON IN
ACCORDANCE NTH WC-17 OR WC -18.
BENCHMARK
ELEVATION TIED TO CITY OF ENCINITAS BENCHMARK
STAR NV ° 1032
ELEVAII011 92004' DATUM. • NAND 88
STORMWA TER POLLU77ONCONTROL BMPNOTESRELATIVETOCONSTRUCT /ONAChWhES
CONCRETE WASHOUT
COIlIRACTOR SI/ALL ESTABLISH AhD USE AN ADREQUJA��Y SIZED CCYM�E
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, S7UCC0, PLASTER AND
IHE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVNG W47ER. CONTRACTOR SHALL POST A 96N DESIGNATING THE
WASHOUT LOCARON'
C O N S T R U C T7ON S! T E A CC E S S
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PRO »DEG FOR ffHICLES EGRESS AND INGRESS TO PRE•►ENT TRACKING DIRT OFF
SITE TFIS MALL INCLUDE USING MAJrrRlAL _W AS 3' C°C'SIH' ROCIK AN f0° C JiIiLGA TED 57M P4NEL s,!DLA?E5
CONMUCTTON VEHICLES
A Sl7r_Z7RC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR COVSTRUC776N VEHICLES PARKING, VEHICLE
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE 0FF -5I1E.
EROSION CONTROL
EPOSSI N CONTROL MUST BE P.ROVNJED FOR ALL EROSIVE SURFACES ROPEO SURFACES ESW ECALLY SHALL BE FROTECIEO AGAINST
EROSION BY INSTALLING EROSION RESISTANT SURFACES 20 AS EROSION C ON7ROt MATS ADEQUATE GROUND COVER VE6ETA170N, AND
BONDED FIBER MATRIIC
NO EXCAVA1701V AND GRADING ACAVIIES ARE ALLONED DURING NET NFAINOR
OIWgRSION DIKES SMALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND IRE CONSTRUCTION SIlllr CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND 7EMPORARY EROSION CONIROL MEASURES
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRMCTS SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR MERE CONST7RUC77ON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL
PLANT PERMANENT V 56ETARON AS SOON AS POSSIBLE, ONCE EXCAV4170N AND GRADING ACRV YES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE M /NIIZED.
ONSITECONSTRUCTIONMATER/AL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CON7R.AC70F SHALL STORE THESE
PRODUCTS NflERE THEY WILL STAY DRY OUT OF 7HE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FULL
STORED ON -SIIE ELIMINATE OR REDUCE POLLUTION OF STORMWAIER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS ASPHALT CONCRETE, AGGR55A7E BAS ETC ST"PILES 01ALL BE LCICA7ED AWAY FROM CONCENTRATED
STORMWATER S70)?MWAIER FZOWS AND STORM DRAIN INLETS STOGYO°!1£S SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVDED N IH A 7EMPORARY SEDIMENT BARRIER AROUND IHE PERIMETER AT ALL DMES
TRAINING
CONTRACTORS' EMPLOYEES NHO PERFORM CONSNUC77ON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR N17H THE CITY
OF ENCINITAS STORMWA TER POLLU770M CONTROL REQUIREMENTS THESE BYP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SIFE
7HE PROPERTY ONNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAIER REQUIREMENTS AND 7HEIR
00 RESPONSBILITIES
WASTEMANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FO? PROPERLY DISPOSING PE ALL WASTE AND UNUSED COVSIRUC7701V MATERIALS DUMPING OF
UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED,
NO SEEPAKE FROM ANY DUMPSIER SHALL BE DISCHARGED INTO STORMWAU.. BERMS/OIKES SHALL BE PLACED AROUND ALL DUMPS7TRS
TO DIVERT 7HE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSIER LIDS SHALL REMAIN CLOSED
AT ALI TIMES DUMPS7ERS N7HOUT LIDS SHALL BE PLACED WTHIN STRUCTURES M?H 1MPERVOUS ROOFING 09 COVERED WIH TARPS IN
ORDER TO AMD RAIN CONTACT W7H ANY 7RASIH MATERIAL
MANY CCWSTRLIC77ON MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS WhICLE FLUIDS BROKEN ASPHALT AND CONCRETE, Mme,
AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDRU OR 0170.SID
OF AS HAZARDOUS WASTE FOR INFORMA17ON ON DISPOSAL LE HAZARDOUS MA CALL IRE HAZARDOUS WASTE HOTLINE TOLL FREE
AT (80O) 714 -1195 FOR INFORMA77ON ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE IRASH CANS AND RELIVING RECEPTACLES AROUND THE SITE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENRY FOR LEAKS CONTRACTOR SHALL PROVDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER. AND STORMDRAIN. CONIRACTOR MUST R0117INELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONS7RUCR N S17E
FOR MORE TNFORAMPON ON STORMWAIER POLLU71ON CONIROL MEASURES AND REQUIREMENTS PLEASE CONTACT IRE ENGINEERING
DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UIIUTY PIPES AND STRUCTURES SHOW ON THESE PLANS *ERE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE IHErRE ARE NO EXISTING UIlURES EXCEPT AS SHORN OV, rnHESE
PLANS, HONEVER. 7HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE # WK SITE IT 1S THE CONTRACTOR'S RESPONSIBUTY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR 70 ANY EXCAVATION, FOR 0117CARON AND LOCATION OF UTILITIES AND NO77RC477ON OF
COMMENCLWENT OF WORK.
A. SEWERS - CSD - (760) 633 -2770
B. GAS & ELECIRIC - SDGE - (760) 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT - 1 -800- 227 -2600
A TELEPHONE - SBC BELL - (760) 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2233
2 CONTRACIOR SHALL NOTIFY THE CITY ENGNEL7R'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY NLYRK ON THIS PRO„LFCT
PHONE; (760) 6.2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS N0710E ON CALLS FOR INSPEC770N. PHONE (760) 633 -2770 ALL WORK PERFORMED
W7HOUT BENEFIT OR INSPECTION MILL BE SUBECT TO REJECTION AND REMOVAL
IMPERVIOUSAREA SUMMARY
IMPERVOUS AREA PRIOR TO CONSTRUCTION 2,81297
IMPERVOUS AREA AFTER CONSTRUC716N.• J,387 Sr y
IMPERVOUS AREA I.NCRE:ASE 575 SF
IMPLRVOUS AREA NEW/REMOVE AND REPLACE 2,071 SF
810- REIENAON BASIN SIZING.• 2071 X 0.04% = 83 SF
STORM WATER STATEMENT
THIS PROJECT IS CLASSIFIED AS A 'STANDARD DEVELOPMENT' PROJECT PER CITY OF ENCINITAS STORM WATER - HECKUST INE
PROJECT PROPOSES TO INCREASE TE TOTAL IMPERVIOUS AREA FROM 7HE EXISTING CONDITION BY 575 0
00WER.• KRISTIN LOCKE
SITEADDRESS. 144 4THSTREETENCNIAS 'k ?,t
ASSESSOR'S PARCEL NO.: 258- 021 -f0
DATFOFSURVEY JXINF 1, 20f7
LEGAL DESCRIPTION
LOT 6, BLOCK 45 OF PITCHER'S SUBLNVSIONN, IN THE CITY OF ENCINITAS COUNTY
OF SAN DIEGO, STAIF OF CALIFORNIA ACCORDING TO MAP NO. 187 FILED IN THE
CFRC-F OF UHF CHXINTY RFOWOF R OF SAN LyfC COUNTY ON APRIL 4, 1887
ORNERT CERTIFICATE
I HEREBY CERTIFY THAT A REGISIERED SOILS ENGINEER OR GEOLOGIST HAS BEEN
OR MLL BE RETAINED TO SUPERVSE OVER ALL GRADING ACTIVITY AND ADVISE
ON IRE COUPACPON AND STABILITY OF THE .SITE
I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND LAYS OFFICERS
OFFICALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND
ALL LIABILIIIES, CLAIMS, DEMANDS CAUSES OF ACIIONS, LOSSES, DAMAGES AND
COSTS, INCLUDING ALL COSTS OF DEFENSE !HEREOF, ARISING OUT OF, OR IN
ANY MANNER CONNECTED DIRECTLY OR /NDI,4FC7LY NTH ANY ACTS OR OMISSIONS
OF OWER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS;
OFFICALS, OFRCERS OR REPRESENTAUVES FOR ANY AND ALL NORK OR
CONS RMC 17 N4' GOU,PU IN IMF PERMIT OR CulJNEC7ZB OLRECTLY OR INORECILY
TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVAIF PROPERTY OR PUBLIC
EASEMENTS
SIGNATURE. ( J DAIS r! 1 1 q
KRISTN LOCKE
SOILS E NGIN EER ' S C E R T/ F/ CA 7F
I, 12ITFO'0 W LA MONTE, A REGISTERED Gruh5t Af7`C,AL E GRE IN dE STAIC U CALIFORNIA, PRNCPALLYOOI(', BVSINESS IN tHE
FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY 7HAT I HAVE OBSERVED THE GRADING AND 070 THE SOLI, AND TO THE BEST OF
MY KNOWLEDGE AND EXPERIENCE, THE GRADING CONFORMS WTH THE RECOMMENDA77ONS CONTAINED IN THE GRADING PLANS WITH THE
EXCEPTION 7H4 ANY CHANCES OR DEVA77ONS FROM IRE' PLANS DUE TO UN- FORESEEN FIELD COMPITJNIS HAVE BEEN IOENARED IN 7HE
RNAL SOILS REPORT FOR THE PROJECT ONE COMPLETE COPY OF 771E RNAL SOILS REPORT COMPILED FROM THIS STUDY WITH MY
RECOMHMENDAPONS, WILL BE SUBMITTED TO THE OFFICE OF THE GrY ENGINEER, IF REQUIRED.
CW. LA MOVIE COMPANY INC. �l E
-840 EL CA30w aLVP, sv iTE 20o EOn
LA MESA, CA 91942
(619) 462 -9859 ° o
_ 1,� " w ;p
BY / 1 %Z f `7� /$ z - 3/ 0
C O, '
CL1 W. LA MLkV7E GE 495 EXPIRES 1213112Q*
S TA TEMENT OF ENGINEER OF W O R K
IHE UNDERSIGNED ENUNEER AGREES THAT THE RORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 7HE GENERALLY ACCEPTED
STANDARDS AND PRACI7CES OF THE ENGNEER'S 7RADE OR PROFESSION THE ENGNEER FURTHER AGREES THAT THE IWRK PERFORMED
HEREIN SMALL BE IN ACCORDANCE W1IH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE
ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGNEER AGREES THAT ANY PLANCIECK OR RENEW PERFORMED BY THE CITY OF
ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OR THE TECHNICAL S(1FF10EAICY OR ADEQUACY OF THE PLANS OR DESIGN AND IT INTROORE DOES NOT RELIEVE 771E
ENGNEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGNEER AGREES TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY
ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HISIHER AGENTS OR EMPLOYEES ACTING
WTHIN 7HE COURSE AND SCOPE 07 SUCH A6bNCY AND EMPLOYMENT AND ARISING OUT OF THE M WRK PERFORMED BY 7HE ENGNEER.
./
9
lo� /
SIGNATURE• U --�� DATE
VNCENT L SAMPO
COMPANY.' SAMPO ENGINEERING, INC.
ADDRESS. • 171 SAXONY ROAD, ST. 213 ENCINITAS CA. 92024
PHONE NUMBER' (760) 436 -0666
RCE _EXPIRES: 6 /30AQ
EARTHWORKDATA
MAXIMUM VER77CA1 DEPTH OF CUT = 0.3 FEET
MAXIMUM VfRDCAL DEPTH OF FLL = 1.0 FEET
CUT = 39 CY
FLL = 137 CY
IMPOIRT = 98 CY
Q QRpF ESSIp
L
�FNT
CID O Z
Q1 No. 44173
00-30-19 .
\`�l' CIVIL �Q•
9TFOF" �AL�F��
I BMPPROJECT STATUS
STANDARD
\On
DLSTr LD BY
DRAWY Hr
� 0.
4
K
a
I W
-v
z
DATE
PLANS PREPARED UNDER SuPERPOON 0l
DA B•
v_,�o� � -, R.C.E. NO.: 44173
M
ENGINEER OF WORK EAR: 6 30 i9
PUBLIC WORKS
z
W +
- --
VNCENT L. SAMPO DA
Ste�ve,No-wakl 8/19/20
I PLANNING
i
F
jQ0
PUBLIC WORKS I PLANNING DMS10N J PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT I
.•
AS- BUILTAPPROVALS
DLSTr LD BY
DRAWY Hr
Hr•
V.
a
KS
7 -31 -20
INT
DATE
PLANS PREPARED UNDER SuPERPOON 0l
DA B•
v_,�o� � -, R.C.E. NO.: 44173
M
ENGINEER OF WORK EAR: 6 30 i9
PUBLIC WORKS
NA
- --
VNCENT L. SAMPO DA
Ste�ve,No-wakl 8/19/20
I PLANNING
Nf}�---
1 REVENER
jQ0
I 5/141
I A
INSPECTOR
Sg
a /1q
I
/7 ► t I 1243-ft
Z Z
ATE SIGN DATE
ENGINEERING D /VISIONAPPROVALS
RECOAMM OED: Sil
J -` 0 WORD J OMP l•��`_
/lot I /I A101 11
DALE DA It
SIGN DATE
CITYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
9UPLIRED GRADING PLAN FOR
1444THSTREET
LOCKERESIDENCE
APR; 258.0 -I0
PLANNING CASE NO, 17 -256 CDP
SIGN DATE
DRAWING NO
13916 -SG
SHEET 1 OF
7
s
co
r7
i�
f
A�;�
zI
'61
C6.N5TREIC7701V N!1.__.
t EXISTING TOPOGRAPHY AND DARY DATA SHONIV HEREON PREPARED BY SAMPO ENGNEEfta INC.
ON JbNE 1, 2017.
Z THE PRELIMINARY RILE REPORT PREPA Y LAWYER'S I1TLE COMPANY ON AS RLE NO. 314316733
WAS REVIENED FOR EXISTNG ON -91E EASafN D SAID EASEMENTS HAVE BEEN PLOTTED HEREON.
3. ALL ON -SIIE STORM DRAIN DRAINAGE SWALES, AND AREAS ARE PRIVATE AND SHALL BE
MAINTAINED BY THE PROPERTY` OWNER
4. ROOF DOWNSPOUTS TO of DISCHARGED f1r'Tv LANDSCAPING AREAS TOR TO DISCHARGE TO ThF
SATSFACION OF THE CITY ENGINEER WATER SHALL NOT BE ALLOWED ON 571E AND SHALL NOT
DRAIN TOWARD BUILDING FOUNDA TONS
5. ALL EXISTING AND PROPOSED UTUTY LINES SERVING THE SUB�CT PROPERTY E INSTALLED
UNDERGROUND?
6. CONTRACTOR TO LOCAIF AND PROTECT IN -PLACE 7HE EXISTING WRIER r NCE AND WATER
7. EXISTING SURVEY MONUMENTS MALL BE PROTECTED IN- PLACE. IF ANY UMENT IS DISIURBED OR
DESNOYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD
OF SURVEY SHALL BE FILED W71l THE COUNTY PRIOR TO RELEASE OF SEMR171ES
8. ALL STREET SIGNS, LIGHTS LAMPS, U77UNES ETC LOCATED WININ 7HE PUBLIC RIGHT- OF-WAY SHALL
BE PROTECTED 1N PLACE DURING COVSIRUCTO�' OR REPLACED 70 IHE SATISFACTION OF THE CITY
ENGNEER
9. CONCRETE WALKWAYS AND PATIOS SHALL NOT BE LESS KHAN 4' PCC OVER 2' CLEAN SAND
REINFORCED WITH NO. 3 BARS 18° 0. C. IN BOTH DIRECRONS OVER RECOMPAC7ED NATIVE SUBGRADE SOIL,
UNLESS DETERMINED 07HERNf f BY SOIL ENGINEER. JOINIS AND REINFORCEMENT PER SOIL ENGINEER.
10. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN DIEGO RECIONAL STANDARDS ARE
TO BE PRIVATELY MAINTAINED BY THE RESIDENT.
11. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT
PRACTICES
12 UNLESS NOTED OTHERMSE ALL ROADWAYS SHALL BE A MINIMUM 16' IN WQTH DURING CONS1RUCUON
AND MODE AND FRffF D d [OS FIRE DEPARTMENT ARKIG OF VEHICLES, IN ACCORDANCE WTV THE UNIFORM
13. ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS
THAN 75,000 POUNDS
14. ALL THE HVRK PROPOSED ON THIS PLAN IS ENTIRELY W I IN THE APPLICANT'S PROPERTY OR 19710
THE EASEMENT THAT APPLICANT HAS RIGHTS ON. IF ANY DISTURBANCE TO ADJACENT PROPERTIES NOT
SHOWN ON THESE PLANS IS ANRCIPA7LD AS A RESULT OF ANY PROPOSED WORK OR AT IHE DISCRETION
OF THE CITY FIELD INSPECTOR, A NRITTEN LETTER OF PLRMIS510N FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH AV RK ANY DIS7URBANCE
ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN NRIIING AND
SUBMITTED TO IHE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PRO ,fCT UNTIL IHE
REQUIRED PERMISSION IS OBTAINED.
15 ALL URURES SHONW HEREON ARE ,APPROMMAIF CONTRACTOR TO VERIFY LOCAPON PRIOR TO
CONSTRUCRO .
16. CONTRACTOR TO PR07ECT IN -PLACE ENSING SEWER LATERAL AND aF,4NOUT SERVED BY GRAVITY
SEWER IN 4TH STREET, AND TO VERIFY WORKABLE SERVICE CONNECTION Tit PROPOSED RESIDENCE
DEEP ROv"u, DENSE DROUGHT
TOLERANT PLANING SUITABLE
FOR WELL DRAINED SOL
2° 3' OF HARDWOOD MULCH
rX
72.8- Nt -- - 3• l MAXI
ENgNEERED SOIL
2' OF ' GRAVEL
14' MIN
3/ CRUSHED ROCK
'810- REIENROV ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEPSANDY LOAM SOIL MIX W7H NO MORE
THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50-609 SAND, 20-309 COMPOST OR HARDWOOD MULCH,
AND 20-309 TO°SOL THE EfTECUff AREA OF THE BASIN SHALL BE LEVEL.
BIO- RETENTION BASIN DETAIL n
NIS
11= fi ? ?f1- N-f1 =it`
n:= u: =u:= t-
14' KEY
FOUR ANCHOR �
4'
2 \ l
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1 I 20' N1DE EASEMENT AND RIGHT OF WAY FOR ROAD, ! A
i SCAER, WATER, GAS, POKER AND TELEPHONE LINES 1 �'
I } } AND APPURTEA'ANCES PER VARIOUS DEEDS OF
! I RECORD. -5336 TC f
�7.6�, L
•! } 15' MITE EASEMENT GRANTED TO SAN DIEGO GAS &
ELECTRIC FOR THE PURPOSE OF PUBLIC URURES,
o x } INGRESS AND EGRESS RECORDED APRIL 7, 196D AS
1 f
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TURF REINFORCEMENT
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TYPICAL ROCK OR GRASS LINED NAGS SWALE
NO7ES• NTS
1. PLACE 3 ANCHORS PER SQUARE YARD OF MA
2 FOR ROCK -UNED OPTION, INSTALL GEOTEX MONcfiLAMENT GEOIEXTLE (NO 117F OR EQUAL) WHEN SLOPE EXCEED 59
3 FOR GRASS OR IURF O°TOA4 INST DLOK TRW 450 TURF REWWROEMENT MAT )HEN 70PE EXCEEDS 5%
4, MINIMUM SLOPE SHALE = 19
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ANCHORS (TYP)
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1 I 20' N1DE EASEMENT AND RIGHT OF WAY FOR ROAD, ! A
i SCAER, WATER, GAS, POKER AND TELEPHONE LINES 1 �'
I } } AND APPURTEA'ANCES PER VARIOUS DEEDS OF
! I RECORD. -5336 TC f
�7.6�, L
•! } 15' MITE EASEMENT GRANTED TO SAN DIEGO GAS &
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o x } INGRESS AND EGRESS RECORDED APRIL 7, 196D AS
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20.
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/ -OPTION OVER LANDLOK
TURF REINFORCEMENT
WEN SLOPE EXCEEDS
TYPICAL ROCK OR GRASS LINED NAGS SWALE
NO7ES• NTS
1. PLACE 3 ANCHORS PER SQUARE YARD OF MA
2 FOR ROCK -UNED OPTION, INSTALL GEOTEX MONcfiLAMENT GEOIEXTLE (NO 117F OR EQUAL) WHEN SLOPE EXCEED 59
3 FOR GRASS OR IURF O°TOA4 INST DLOK TRW 450 TURF REWWROEMENT MAT )HEN 70PE EXCEEDS 5%
4, MINIMUM SLOPE SHALE = 19
M PL
NEW II �1 -2--1.
i
•_- ll =:I!` ;11- If= 11= i( =fl= ::p= ..11' =t
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CHANCE Nv DESCRIPHON APPROVED DATE BENCHMARK
VOID SHEET SZN 8/19/20
LaVA17ON RED TO CITY OF ENCINITAS BENCHMARK
STA17ON " 1032 "
ELEVATION.• 92004' DA7UM.• NAND 88
AS- BWLTAPPROVALS
TNT I DATE
-- L C WORKS I
INSPECTOR
G 52.0
z t SHEET i
z 7
53.11 T
5,,62rL
4000 - W.00,
• C� d E
52.70X y
SCALE l'=5' 1
1;321 tt }}
DEMOLISH EXISTING RESIDENCE
2
�W
3.
DEMOUSH CONCRETE WALKWAY
2.40'
'0.
2.4050'
�.
EL: x.40
FINISHED fEOOR
1--1- ft�022
fL:
54,32 i~EL- 54.40
EEL. 54.50. --
PR07ECT WALL IN -PLACE
_
EL: 544
6
3
DELP_E.N_ED FOOTNG _
REMOVE AND RELOCATE GAS METER
CHANCE Nv DESCRIPHON APPROVED DATE BENCHMARK
VOID SHEET SZN 8/19/20
LaVA17ON RED TO CITY OF ENCINITAS BENCHMARK
STA17ON " 1032 "
ELEVATION.• 92004' DA7UM.• NAND 88
AS- BWLTAPPROVALS
TNT I DATE
-- L C WORKS I
INSPECTOR
G 52.0
z t SHEET i
z 7
53.11 T
5,,62rL
4000 - W.00,
• C� d E
52.70X y
i
1;321 tt }}
DEMOLISH EXISTING RESIDENCE
2
DEMOLISH PLANTER
3.
DEMOUSH CONCRETE WALKWAY
a
DEWRLISH TILE PA "R,
I� a
NOT USED
6
PROTECT WOOD FENCE IN -PLACE
7.
PR07ECT WALL IN -PLACE
L?
DEMOLISH CONCRE7E DRIVEWAY
9.
i 1
MOVE ru. /+1/ VALVES
10
REMOVE AND RELOCATE GAS METER
11.
DEMOLISH BRICK WALL
12
REMOVE AND RELOCATE ELECTRIC METER
13.
PROTECT 18' LIQUIDAMBAR TREE IN PLACE - SEE ARCHITECTURAL
NO,
517E PLAN AND TREE PROTECTION ZONE RECOMMENDATIONS
:x
DEMOLISH CONCRETE MffAY
15
PR07ECT WATER METER, ADAIST TO GRADE
S`
PROTECT SEiNfR CLEAN OUT CONTRACTOR TO VERIFY CONDIRON
i 52.60 R i
�y
9TE PLAN AND IREE PROTECTION ZONE RECOMMENDATIONS
18.
PROTECT 19' UQUIDAMBAR TREE IN PLACE - SEE ARCHITECTURAL
PLANNING CASE NO" 17 -256 CDP
_
577E PLAN AND TREE PROTECTION ZONE RECOMAHENDA IONS
F(
o
NEWIMPROVEMENTS
H:
NEW RESIDENCE PER ARCHI7£CIS PLAN
2
CONCRETE HARDSCAPE SEE CONSTRUCIOV NOTE 9
h
NOT USED
4.
WED PER ARCHITECTS PLAN
5.
TREE PER ARCHI7ECTS PLAN
6.
A,
i
52.70 IZ �
7.
G -148 DRIVEWAY APRON
8.
2
CROSS- SECTi'ON
NIS �J QROFESSIp
NOTES 41
-ALL AMGAIE MUST BE alAN/WASHED AND fREE OF FINES (SAND, SILT ETC,) L Sq� Fyn
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID RU& HAS BEFIT L ADDED o y
-EACH COURSE SHALL BE VIBRATORY COMPACT0 BEFORE PLACEMENT OF NEXT COURSE No. 44173
-NO IMPERVIOUS LINER OR f1L7ER FABRIC N TO BE USED
- SPECYAL APPROVAL REQUIRED FOR USE IN HIGIL Y EXPANSIVE SOIL - SURDRAIN MAY BE REQUIRED 06 -30 -19
CiV1�-
L�ESrGNED Br I DRAN!I Br _. ECKED BY ENGINEERING D /VISION APPROVALS
VS I zL I VLS
PLANS PREPARED UNDER SUPER96N Of RECOM NDED. VE
DA 1F• / 3
0 EDWARD �l A ER
A� ---.�_ R.C.E. NO.: 44173 iy �(
WCENT L. SA14PO DATE DAIS
ENGNEL°, OF lffK EXP.: 6130119
i
5263
V�
ix
5264 FL
•f !J
=5'
LEVCIYD
PROPERTY BOUNDARY
ZLINEIVICHT
EXISnNG ELEVATION
CONCRETE PATTERN
PAVES PATTERN
&O- RETENTON BASIN
� S I�RHBVL
0
83.00
82
X 82.43 83 jQ
ILLLLL
MIIIIIIIIIIIIII
KEYNOTES,
DEMOLISHRROTECTIN -PLACE 0
L
DEMOLISH EXISTING RESIDENCE
2
DEMOLISH PLANTER
3.
DEMOUSH CONCRETE WALKWAY
4.
DEWRLISH TILE PA "R,
5.
NOT USED
6
PROTECT WOOD FENCE IN -PLACE
7.
PR07ECT WALL IN -PLACE
L?
DEMOLISH CONCRE7E DRIVEWAY
9.
i 1
MOVE ru. /+1/ VALVES
10
REMOVE AND RELOCATE GAS METER
11.
DEMOLISH BRICK WALL
12
REMOVE AND RELOCATE ELECTRIC METER
13.
PROTECT 18' LIQUIDAMBAR TREE IN PLACE - SEE ARCHITECTURAL
NO,
517E PLAN AND TREE PROTECTION ZONE RECOMMENDATIONS
1,'.
DEMOLISH CONCRETE MffAY
15
PR07ECT WATER METER, ADAIST TO GRADE
16
PROTECT SEiNfR CLEAN OUT CONTRACTOR TO VERIFY CONDIRON
17
PROTECT 22' UQUIDAMBAR TREE IN PLACE - SEE ARCHITEC7URAL
9TE PLAN AND IREE PROTECTION ZONE RECOMMENDATIONS
18.
PROTECT 19' UQUIDAMBAR TREE IN PLACE - SEE ARCHITECTURAL
PLANNING CASE NO" 17 -256 CDP
_
577E PLAN AND TREE PROTECTION ZONE RECOMAHENDA IONS
F(
o
NEWIMPROVEMENTS
H:
NEW RESIDENCE PER ARCHI7£CIS PLAN
2
CONCRETE HARDSCAPE SEE CONSTRUCIOV NOTE 9
3.
NOT USED
4.
WED PER ARCHITECTS PLAN
5.
TREE PER ARCHI7ECTS PLAN
6.
IMPERMEABLE PA OS OVER 2' SAND OVER COMPACTED
SUBME U.N.O BY SOIL ENGINEERR, PAVERS PER ARCH PLANS
7.
G -148 DRIVEWAY APRON
8.
4' iWDE X 6' HIGH CONCRETE CURB
9.
CONCRE7E PAVERS NTH VEOFTATON BETK M PAVERS. 6' GAP
BEIN£EN PAVERS
'r0.
6' HIDE X 16' DEEP FLUSH PCC CURB 15000 12' INTO SOIL (MIN)
11.
6' CURB PER G-1
12.
PERMEABLE PAVERS BY U.NI - -ECO STONE PEA. DET41L 'F'
13.
6' N OE BY 16' DEEP PCC FLUSH CURB PER DET41 'F'
14.
TREE PROTECTION ZONE CONSTRUCT 6' CHAIN LINK FENCE
STORM WATER QUALITY 0
t
8IO- RE7FN719N BASIN (84 SF) PER DETAIL "A' SIZED FOR 49 OF
THE NEW AND REPLACED ON -STE IMPERVIOUS SURFACE
2,
DRAINAGE SWALE PER DETAIL 'B"
J
CURB OUTLET PER SDR5D D -25. EXCAVA17ON FOR D -25 TO BE
HAND DUG WITH NO LOADNG ON ROOT ZONE
4.
CONCRETE CHANNEL SEE SEC77M X -X
5.
ROOF DOWNSPOUT
UTILITIES
1.
DISTRICT TD INSTALL DUAL METER PER 05-09, 314' FOR
DOMESTIC AND 1- FOR FIRE SPRINKLERS (IF REQUIRED) AT
ONNER'S EXPENSE
L
r--
,a a�
l{
w
W
10 5 0 10
zQ��VK
1 Z�
n
SCALE: 1" = 10'
CITYOF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING
NO,
c
SIMPLIFIED GRADING PLAN FOR
1444THSTREET
LOCKERESIDENCE
13916 -SG
Aft-258-021-10
PLANNING CASE NO" 17 -256 CDP
_
2 OF
F(
o
CONSTRUCTION NOTES:
1. EXISTING TOPOGRAPHY AND BOUNDARY DATA SHOWN HEREON PREPARED BY SAMPO ENGINEERING, INC.
ON JUNE i, 2017 1 I I I RM.-53.5 I 52.70 53.28 LEGEND SYMBOL
2. THE PRELIMINARY TITLE REPORT PREPARED BY LAWYER'S RILE COMPANY ON AS FILE NO. 314316733 I I I 20' WIDE EASEMENT AND RIGHT OF WAY FOR ROAD, 52.6 TC
WAS REVIEWED FOR EXISTING ON -SITE EASEMENTS AND SAID EASEMENTS HAVE BEEN PLOTTED HEREON. II SEWER, WATER, GAS, POWER AND TELEPHONE LINES I I 52.66 FL
I PROPERTY BOUNDARY
J. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND SUP AREAS ARE PRIVATE AND SHALL BE I I I AND APPURTENANCES PER VARIOUS DEEDS OF ° I 4
MAINTAINED BY THE PROPERTY OWNER. I I I RECORD. 5j. is Tc I a I PROPERTY LINE/RIGHT OF WAY C
I 1 NEW CONTOUR o
4. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO DISCHARGE TO THE I I I I 53&6 . \ I I o I c \ 83.00 C
SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND SHALL NOT I I a I A NEW ELEVATION
DRAIN TOWARD BUILDING FOUNDATIONS a I 15 WIDE EASEMENT GRANTED TO SAN DIEGO GAS & I 1 I m a
I I I ELEC7RIC FOR THE PURPOSE OF PUBLIC UDLITIES, LOT 5 I I Z I �` o EXISTING CONTOUR 82
5. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED x I I INGRESS AND EGRESS RECORDED APRIL 7, 1960 AS ° I a c °. X 82.43 8330
UNDERGROUND. II a I I I DOC. NO. 71978. z I I c i m EXISTING ELEVATION
6. CONTRACTOR TO LOCATE AND PROTECT IN -PLACE THE EXISTING WATER SERVICE AND WATER METER. I o o I I N 1 ? �, I a CONCRETE PATTERN
7 EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS DISTURBED OR I o o I I a II I I f Z I PAVERS PATTERN L L L L L L L
DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD z z
OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES 53.19 TC ° BIO- RETENTION BASIN
5260 FL a -
8. ALL STREET SIGNS, LIGHTS, LAMPS, U1 1RES ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF-WA Y SHALL °
I I I n h
BE PROTECTED IN PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY I I 1 SIGN II •42
ENGINEER. I m I n I 1 8 8 6 S Lo I °
9. CONCRETE WALKWAYS AND PAPOS SHALL NOT BE LESS THAN 4' PCC OVER 2" CLEAN SAND
REINFORCED WITH NO. 3 BARS 18" 0. C. IN BOTH DIRECTIONS OVER RECOMPACTED NATIVE SUBGRADE SOIL, a a I 1 6 WOOD FENCE .a C 8 14 I I I Q4
UNLESS DEIERMINED OTHERWISE BY SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. I z z I I 8 6 1k GATE -p KEYNOTES:
10. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN DIEGO REGIONAL STANDARDS ARE II I 1 I '� ERHEAD TRELL_ -N83 110.00 - nc h� L'AL T E 4 GRASS I h I
TO BE PRIVATELY MAINTAINED BY THE RESIDENT DIRT I y. _ 0= _ _ L12 543 - 52.92 m
I h ss 40 - E s� 52.81 FL I I a s DEMOLISH /PROTECT /N PLACE 0
11. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONS7RUCIlON BEST MANAGEMENT CARPORT I WOOD FENCE _ - 15 5� L L L L L ' L L �B I
II 1� I s�o 2 - �` 53.25 - 12 I=L °. a.° L' _LL L f- LLL a 67 %I, 1 Icn I
PRACTICES I h60g1 / LU� L �gp 4 LT sr8 p50- S��y L L 12 LLLL z} ° I I
L L 5�1 C 5 L o �5 D L L L 1 L L L L 1. DEMOLISH EXISTING RESIDENCE
12. UNLESS NOTED OTHERWISE, ALL ROADWAYS SHALL BE A MINIMUM 16 IN W1DT N DURING CONS7RUCRON L L L L - fI 3, C L I_ `- L shy L L L L L L L L L 53.44 I
jr i 10 I- L a CONC un ' I 2 DEMOLISH PLANTER
AND MAINTAINED FREE AND CLEAR INCLUDING PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM 11 54.08. d T L L L L LI L L� a 7 L 5 .nr S¢� L L L L L L L g L L L L 1 I I a J. DEMOLISH CONCRETE WALKWAY
FIRE CODE AND CITY OF ENCINI TA, FIRE DEPARTMENT I I L L L L L� 4 \ a `��c GARAd%j� , L L L L LL L L a 14 7 1 I
\ LLL 12 LL 3 1 '�® I 54.56 PAD. 538 LLLLL LL LLL LLL aI a I I I 52.67 53.26 4. DEMOLISH IILEPAIIO
13. ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS LJ� L U 2 °mss ✓ L L L L L L L L L L L L I
THAN 75,000 POUNDS SHED I 55.99 L L 11 L L g 2% I gp 1% A AG 12� L L L L 5� 5 39 I I x f 53.19 TC ° 5. NOT USED
a 5 L L O1RT L I �- 5 -� �� � L L L L 40
14. ALL THE WORK PROPOSED ON THIS PLAN IS ENWELY WITHIN THE APPLICANT'S PROPERTY OR WITHIN I CONC LL�L 11 .0 60 I NEW RESIDENCE I h'LLL L .2 5321 52. 7 I I 52.70 FL d 6. PROTECT WOOD FENCE IN -PLACE
THE EASEMENT THAT APPLICANT HAS RIGHTS ON. /F ANY DISTURBANCE TO ADJACENT PROPERTIES NOT I SAKUT LL�L 2 � �0 LOT 324 0� 52.80 FLT I 7. PROTECT WALL /N -PLACE
SHOWN ON THESE PLANS IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION I CONC L LLL�LLLLr I ° 7 1 PAD: 54.3 � --i 5450 � 5 \ I 8. DEMOLISH CONCRETE DRIVEWAY
OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER 4 I L L LiL L L L GRAIS ✓- 54 95 2 3 \ I I 9. REMOVE IC VALVES
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE I 1 . L LL L L L L L EX /STING s
ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSL Y AUTHORIZED IN WRITING AND I ° L L L L LL L L 2 a goo D a ° 3 I �, \ I I a 10. REMOVE AND RELOCATE GAS METER
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE L L L L L L L I'L. L 8 9 RESIDENCE •\ M ° ° a
REQUIRED PERMISSION IS OBTAINED. I ° L L L L L `L L L L \ a 11.5 I _ - - - I a 14 03z) �,� I 11. DEMOLISH BRICK WALL
I 54.26 $ L L L L L L L L L L AISED W001'.� = z �1 p4" Z 52��` 1 I 12. REMOVE AND RELOCATE ELECTRIC METER
15. ALL UTILITIES SHOWN HEREON ARE APPROXIMATE CONTRACTOR TO VERIFY LOCATION PRIOR TO I Ip s� APN 258 021 -10 1 PLA TER ^.� I TREE 00 I
CONSTRUCTION. 01 x 4. L L L L L L I� L 5% I 90 2 `� 1 �h� , \\ 13. PROTECT 18" LIQUIDAMBAR TREE IN PLACE - SEE ARCHITECTURAL
o I 54.35 3 LLLL4LLL
16. CONTRACTOR TO PROTECT IN EXISTING SEWER LATERAL AND CLEANOUT SERVED BY GRAVITY LOT 7 1 ° o LLLLL1L 11 -I_ I gI - - SO I ° a SITE PLAN AND TREE PROTECTION ZONE RECOMMENDATIONS
^� LLLLLLL L �' a \
o a
SEWER IN 47H SIREE> AND TO VERIFY WORKABLE SERVICE CONNEC770N TO PROPOSED RESIDENCE. z p 2 3 14. DEMOLISH CONCRETE DRIVEWAY
m 1 ='' L L L L L LIL L L L_ I h�' I `c® 5� TREE \\ I I 53.15 TC ° 15. PROTECT WA 7ER METER, ADJUST TO GRADE
o � L LLL� ' LL41- 9 . C� ��F 5N� X322 Sgt G: 52.0 I 6
17.76' \
L L L l 11 a 1 hh 3 ° 1 9 4 �\ I / \�' ( 52.63 FL 16. PROTECT SEWER CLEAN OUT CONTRACTOR TO VERIFY CONDI DON
c I `8.87' LLLLL 4 gp Sq \� V 34 °
I LSpL L I L L 5q 9 O A 3 \ I 17. PROTECT 22" LIQUIDAMBAR 7REE IN PLACE - SEE ARCHIIEC77JRAL
DEEP ROOTED, DENSE, DROUGHT v I L'44 L L5� 45 4 L- L- d 5% y�j\ 5 52.76 1 ^� SI7F PLAN AND TREE PROTECTION ZONE RECOMMENDA PONS
TOLERANT PLANTING SUITABLE d L L L54Li L L L L L 11 9 ❑ 0 5 "
FOR WELL DRAINED SOIL I ° L L L L L L� L L L L L 5 ❑� � A 2 I z 18. PROTECT 19 LIQUIDAMBAR 7REE IN PLACE - SEE ARCHI7ECTURAL
LIL L L L L L L 54.60 F� 5' FENCE 8 I I m n
2 " -3" OF HARDWOOD MULCH L L L IDIOT L� L - ^� 6 14 I a I a SI7F PLAN AND TREE PROIFCRON ZONE RECOMMENDA PONS
53.1 I uL L X 53.2
L ILL LL 12• L� L � �
�q j ° L L L L L I ,� L L L L h^`' N8375'S3 "E 110.00 I NEW IMPROVEMENTS ❑
6 5.0 \ A ° \
I 52.8 WL 3.• 1 MAX � I
\ - - �\ \\ \\ I a LLL. 4LLL LLL WAL 8 9 �` 1.0 o c \
C \ a
ENGINEERED SOIL 3 5 ' 1 a \ I II ° 1. NEW RESIDENCE PER ARCH17ECTS PLAN
" " 54.90 I \ 2. CONCRETE HARDSCAPE SEE CONS7RUCRON NOTE 9
" j a I \ I J. NOT USED
2 OF GRAVEL I � I I 52.66 53.15 MIN 44 \ 5309 TC 4. NOT USED
1 52.64 FL
%" CRUSHED ROCK I ° II '9�O a 52.71 3.24 5. NOT USED
53.27
53.11 TC I 6. IMPERMEABLE PAVERS OVER 2" SAND OVER COMPACTED
*BIO- RETENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEPSANDY LOAM SOIL MIX WITH NO MORE I �� a °I /� II 52.62 FL SUBGRADE, U.N.0 BY SOIL ENGINEER. PAVERS PER ARCH PLANS
THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -607. SAND, 20 -30% COMPOST OR HARDWOOD MULCH,
AND 20 -307. TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. I a CONC I I 40.00' 7 G- 14B DRIVEWAY APRON
I �� . �, 8. 4" WIDE X 6" HIGH CONCRETE CURB
Bl0- RETENTION BASIN DETAIL 11 a�° I I I 40.00' 9. CONCRETE PAVERS WITH MULCH BETWEEN PAVERS 6" GAP
NTS I\ I a 55.4 I I 80.00 BETWEEN PAVERS
° I LOT 7 10. 6" WIDE X 18" DEEP FLUSH PCC CURB EMBED 12" INTO SOIL (MIN)
LOT 10 11 55.03 FL I 55.26 II I
I 55.48 I 1 5.00' I I 11. 6" CURB PER G -1
1 12. PERMEABLE PAVERS PER DETAIL "F"
I 20' 0 I 13. 6" WIDE BY 16" DEEP PCC FLUSH CURB PER DETAIL "F"
14. TREE PROTECTION ZONE. CONSTRUCT 6' CHAIN LINK FENCE
Q
PL 15. CONCRETE STOOP ABOVE GRADE
Z
NEW 250 �h STORM WATER QUALITY O bi
RESIDENCE h
0 s h�� \�Sh R60 6 "X16" PCC FLUSH CURB �
5q9 59 x`60 I S�P� tOP 5 VOID FILLER - 118" OR DEEPENED G -1 CURB °
1� 53.4 TO 318" (NO. 8) (WHERE OCCURS) 1. BIO- RETENRON BASIN (84 SF) PER DETAIL "A" SIZED FOR 47. OF Y
'`- AGGREGATE IN VOIDS THE NEW AND REPLACED ON -517F IMPERVIOUS SURFACE
" APPROVED PERVIOUS 2. DRAINAGE SWALE PER DETAIL B . Q
BEDDING COURSE - 2 " r' . : T�T�T�T�T� " " m
8 THICK OF118" TO 318" (NO. 8) PAVERS W/ MIN. 318 VOID t j \ \j \ \j \ \j \ \j\ 3. NOT USED. J
ROCK -LINED OPTION = a s Q
OVER GEOTEXTILE LINING g AGGREGATE ` \ \ \ \ \ Z
a °. .•° / / / / / / 4. NOT USED
"
C4 CHOKER COURSE - 4 p \\
24 MIN. GRASS OR TURF LINED THICK OF318 TO 112 \ / / \// 5. ROOF DOWNSPOUT
OPTION OVER LANDLOK (NO. 57) CRUSHED ROCK ` ' / / \j \ \ / / \j \ \/j 6. 3" DIA PVC SIDEWALK UNDERDRAIN FOR BASIN OVERFLOW
ANCHORS (11P) TURF REINFORCEMENT PROPERTY LINE CROSS - SECTION MIN. 6" THICK 9 ° / / \ / / \ / / \ j� 7. 3" DlA PVC STORM DRAIN PIPE ®1 %SLOPE MIN m
4" KEY WHEN SLOPE EXCEEDS �� \ \\ \ \/
FOR ANCHOR 5% C CRUSHED ROCK 6" % \ \ \ % \ \% 8. DRYWELL FOR DECK DRAINAGE
SCALE 1 " =5' \ / / \ / / \ / / \ //�
\ \ \ \ 2 \ \ \ \ \ \\ z �� /�� /�� /��/ 9. CONCRETE HEADWALL
1 MAX. \ \/ SOIL SUBGRADE �i\\ j\\ j\\ j\\ j\\ j\\ j\\ j\\ j \ \j \ \j \ \j \ \j \ \j \ \j \ \j \ \j \ \j \ \j`
/ / \� / \� / \� / \� / \� / \� / \� / \�/ / / / / / / / / / UTILITIES
r
\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ EL: 54.40 m ,0.50
/ / / / 2.40 2.40 1. DISTRICT TO INSTALL DUAL METER PER WS -09 3/4" FOR o 30
\ / / \ \ / / \ \ / / \ \ //� FINISHED FLOOR EL2754.40 RMEABL A I/E AIL WITH N DG " 'z a
\ \ � EL: 54.50........ FL: 54.32 F DOMESTIC AND 1 FOR FIRE SPRINKLERS (IF REQUIRED) AT � 0 z �
i. / //� //� //� //� //. /i. //� //� // EL. 54.4 N07ES NTS QROF ESS /04/ OWNER'S EXPENSE \ A a
TYPICAL ROCK OR GRASS LINED DRAINAGE SWALE '`. 12 8 _ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SL T ETC.) ���` ��t�r\S E Sy l Fti li
B THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
DEEPENED FOOTING �O Z ^ w
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE w No. 44173 m z N
NOTES NTS -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED � Q n co
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 06 -30 -21
- SPECIAL APPROVAL REQUIRED FOR USE IN HIGHL Y EXPANSIVE SOIL - SUBORAIN MAYBE REQUIRED r) 10 5 0 10 20 � z
2 FOR ROCK -LINED OPTION, INSTALL GE07EX WOVEN MONOFILAMENT GEOTEXPLE (NO. 117F OR EQUAL) WHEN SLOPE EXCEED 59. CIV1� ��Q W d�
3 FOR GRASS OR TURF OPTION, INSTALL LANDLOK 1RM 450 TURF REINFORCEMENT MAT WHEN SLOPE EXCEEDS 59 PROPERTY LINE CROSS - SECTION 9TF OF CA� \F��
4. MINIMUM SLOPE SWALE = 1% %� SCALE: 1" = 10' Fz
SCALE 1 " =5' NEW SHEET ' S Q
Z
DESIGNED BY DRAWN BY CHECKED BY CITY J
CHANGE NO. DESCRIPTION APPROVED DA TE BENCHMARK AS- BU /LTAPPROVALS ZL �S ENGINEERING D/V/S/ONAPPROVALS OFENC /N/TAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
0 NEW SHEET AS- BUILIS S-RN 8/19T2 o � INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SIMPLIFIED GRADING PLAN FOR. z
ELEVA LION 77ED TO CITY OF ENCINITAS BENCHMARK --- 7 -31 -20 144 4TH STREET o
STARON " 1032 ". VINCENT L. SAMPO DALE PUBLIC WORKS Nit - -- /J DATE 8/3/20 Qe�� ®wet �02 0
PLANNING ___ �1�/ JESSE OWENS EDWARD J. W7MMER LOCKERES/DENCE 13916 -SG cl
R.C.E. NO.: 44173 '?lIlflZ000 2A co
Stew�Nawc+.k� 8/19/20 REVIEWER N�} �_� DALE DALE APN.•258- 021 -10
fLEVA110N. 92.004' DATUM. NA VD 88
CITY �QO e /1q ENGINEER SAMPO EXP.: 6 30 21 w
rINSPECTOR SB Y�I1 Q PLANNING CASE N0: 17 -256 CDP SHEET 2 OF 3 Q
0
20' WIDE EASEMENT AND RIGHT OF WAY FOR ROAD,
5bFiR, WAIISR, GA5, PCMERA4� TELLSPHONE _s
ANE. ATIFV, �n71
RECORD.
1 j 1pLC
6566 IC FOR 78F PURPOSF Of'PUBLIC UWAFS
N6RESS ANj EGRESS. R,15010 APRIL 7 19 '60 AS I sz�
V�,
ih TEMPORARY kffOaTY
TEMPORARY SILT FENCE
CHECK DAM PER I,% E_
PER DETAIL `G'
"AND C4S`0A AND CASOA DETAIL Z-11, 5.01
7EMPORARY VELOCITY
STANDARD Z-4 F-61 (16)
CHECK DAM PER DETAIL V
AND CAS04
a Imo' STANDARD &F-4 t
TE
F
TEMPORARY STAR
JE t iii.,, L-a
t
PA 7
CARpORT G i y
5j
51
't ZiL
pjW* I It54.061 .4, L_ L L_ b LffL4V' �7
1
n-"L
rm 41 12
L;
tPA_�6 _4� Tr
v WA,
1:, , " 20
1\0
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4
MNC 5,
5
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LLLIL-L-L
LL
4 L- _LLLL Lt
_111111(6 �
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54.76
7. 6 wd
LL
j �fi2 L e. nr
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LLLLCLL
11-v 1
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L��L L IL LLL�0_4
LL L� L 41
IIA t_�
L 1 lt Ll E It
10
1, IIA � L FIL Min L
L L 51),L LIE
A-LL
L L L:
Y E001TY
CHECK DAM PER DETAIL r
4 ji_,2 7Z�
81 fZ1
t L COA60070N ENTRANCE
1 527 81 fz!
2
r Rg DETAIL W AND CASOA
.—,-Tn jc,\ T
DETAIL TC
7
L L LL
LLL L I INL-1 I LLI
L R LLLL
GARAt� L L L Z�_ L L_ t4 L L
L
L-LLLLL -L-L" i LL
,-LLLL!
LL L L
v
fF- 55. 0 = I OT
W IL L 4 )PAU PPOVTIONr_�,
DETAIL 'F & C450A
_F
IN G
4
L
YO J7.)
yk
'�pffoa TY 15a) Pyoon
Y
CHECK DAM PER DETAIL r A
AND C4SQA
STANDARD SF-4
.4'
j 22
LL/ L,
L9 I
A-4
Z.
0
Apo 54,601 FE,' t
�6
All
t L81 rmpo&ySl
x_'TJ 2
PER DETAIL IV
NO DETAIL SE-1
@ 90MMV BASINS SHALL BE D(CA YA H AND .0, CASOA DET
USED AS DEXXG "S MUG CONSWCMV
THE SILT WALL BE COWUM Y RLMOO AND THE
ROY ENIM BA2115 COMPLETED ONCE f 7NAL SITE
AND CASOA SUMUZAAW IS A01M, Pr" 770 OCCVANCY
STANDARD .SE-4 AND OR FINAL
rolvC
Ih Al
1W 10
i1 i
55.48 inn,
10 5 0 10 20
SCALE: 1" = 10'
CHANCE NO. DESCRIPTION
27- 1 AS-BUILT
�OcjfESSIQX
L
0 z
No. 4-4173 ni
X11 111
06-30-19
iv%i_
I APPROVED I DA TE
BENCHMARK
ELf VA 17CN 770 TO CITY Of - ENCINITAS 60VOWIff
STATION " 102 "
DfVA 770N.- 92004' DA RIM. N4 W 88
L_ L/
T74
I-
4
1 53.27 53 11 TC
5267 fZ
52.7 0
yy
1
x.2'i [c,
00
z
rz
LJ
DRAWING NO.
A
13916-SG
52, iO FZL
J25
�5i'70
Ft
ij I
JJ. • IC
52,63 R
52. 66,
5j. ;15
2,64 R
5264F?__
SEE CALIFORNIA STORMWA7ER QUALITY
ASSOCIATION (CASQA) STANDARD DC NO.
7C-1 FOR A07701NAL AffCRKARON
CRUSHED AGGREGATE
CqEIA 0? THAN J'O BUT
SMALLER THAN 610
MIN, RL TER FABRIC EXIS77NG
P"7T 5�W CRAO
770N nA-A -
NOTE CONSTRUCT SEDIMENT
20p iBARRIER AND CHANNELIZE RUNOFF
TO SEDIMENT IRAFPNG DEVICE
F-A
NDIH AS REQUIRED
TO A CCOMODA IF
AN 77CIPA ffi9
TRAFFIC
L CORRUGATED LA
STEEL PANELS
25' k/tV
MATCH ErlUINC Q?ARF —/
TYPICAL STABILIZED CONSTRUCTION ENTRANCE
NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED
STEEL PANELS ONLY WITHOUT AGGREGATE.
2 BAGS HIGH (TYP.)
24- WIDE (MIN) HER OPENING
FOR DRAINAGE OVERFLOW
WHERE NECESSARY
TYPICAL W1 00 T Y CHECK DAM
4" PVC PIPE FOR DRAINAGE
DEPENDING ON FIELD CONDITIONS
ii TYPICAL INLET PROTECTION
A&BUILTAPPROVALS A576wt0 ur• LW.41W Hr. I lsvtGKtO HY'
vs + A I VLS ENGINEERING DIVISIONAPPROVALS
7-31-20 INT DATE PLAN V ON
S PREPARED UNDER SUPER OF VED•
VINCENT L. SAMPO DALE PUBLIC WORKS NA DA TE,
PLANNING fDWvq J.
Steve/ Nomakl 8/19/20 1 NA --- R.C.E. NO: 44173 t9
CITY DOER— DA TF REWEOER JQO 15/41 WNCEN T L. - SAMPO DAB DA
S-D jfS/1,1 I ENIIN,511 OF WIRK EXR: "JO 19
1. SET POSTS AND EXCA VA TE A
4 BY 4 IN (10 BY 10 CM)
TRENCH IJPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J ATTACH 7HE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
NOTE:
ALTERNATIVE SILT FENCE CONS7RUCTION MAY BE USED
IF FIRST APPROVED BY THE ENGINEER OF WORK AND
W INSPECTOR
TYPICAL SILT FENCE
80 SCALE
SEE CALIFORNIA SIORMWA TER QUALITY
ASSOCIA710N (CASOA) STANDARD DWG NO.
SE -4 FOP, ADDITIONAL INFORMATION
WOVEN FABRIC GRAVEL RAGS
STAGGERED (TYP.)
NO SCALE
SEE CALIFORNIA STORUWA7ER QUALITY
ASSOCIA LION (CASOA) STANDARD DWG. NO.
SF-10 FOR AODITIONAL INFORMA 77ON
WOVEN FABRIC GRAVELBAG
2 STAPLE WRE ,FENCING NO TO SCALE
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCA VA TED SOIL,
CITYOFENCINITAS • DEVELOPMENT ERVICES DEPARTMENT
UPURE0 LNG RAN FOR:
144477iSTREET
LOCKERESIDENCE
APN, 258-021-10
PLANNING CASE NO, 17-256 CDP
co
rs
ISFF CALIFORNIA 5TORMWATER WAUTY
ASSOCIARON (CASOA) ST `O
STANDARD DWG. NO. —ad ;
SE-1 FOR ADDJI10NAL INFORMATION z K i
M a,
W
QZ
00
z
rz
LJ
DRAWING NO.
13916-SG
SHEU 3 OF 3 F;f