2018-14084 G (Plans)nISK OF WAY hM
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 48 HfJ<M PRIOR TO WORKING IN T7-E PUBIC FIGHT OF WAY. FAILURE TO 00 SO
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PEP441T FEES. IT IS
THE RESPONSIBILITY OF THE OWNER TO KNOW WfCRE HIS/HER PROPERTY LINE 15.
WTIFICA770W STk AYATER PpL LUTIpk,! CXiNT1"i . $� NOTES RQ dTI1�E TO L1ON5T�iE `71"tYV AGTiVIT1E5 MT... QL IViWIN KWIC PAL WATER 0MRICT N7>S CANT...
1. THE EXISTENCE AND LOCATION OF LNERGROU D UTILITY PIPES AND STRUCTURES SHOWN5ff ------
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 'TO THE BEST OF A 2!. PIPELINES AND APPURTENANCES SHALL !3E DISZNP ECTED IN ACCORDANCE WITH
.. . OUR KNOKkWiE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS STORE MATERIALS ALS SHALL A N A SECURE PLACE TO PREVENT SEEPAGE AND SECTION 15041 OF THE OMWII STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR
. HOWEVER: THE CONTRACTOR IS REGUUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO . . SPILLAGE. CONTRACTOR SHALL STORE' THESE PRODUCTS WNEPE THEY WILL STAY DRY OUT OF THE COWCTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC DUALITY TEST
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WOR3f SITE. IT IS
RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAIA$ ENT FOR ALL FUEL STORED GN-SITE. RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION.
. THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID . ELIMINATE' OR EDUCE PCILLLtyvm r-' STORNWAr= FROM STOCKPILES KEPT ON -SITE STOCKPILE .
NO CONCENTRATED ORA.INAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINE'S.
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION[ FOR VERIFICATION AND LOCATION
S
MAY INCLUDE SOIL. PARING MATERIALS ASPHALT CONCRETE. AGGREGATE BASSI ETC, STOCKPILES
22- CWRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE
OF WOW.
WATER IS STRUCTURES FOR A JlM OF 5 FEET AT 2 PERCENT
DRAIN AWAY FROMAPPROVED
OF UTILITIES AND NOTIFICATION OF COMM EMENT OF WORK;
. SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS ANO STORM DRAIN INLETS.
THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE
LOCATION AND ELEVATION OF PIPES AND APPURTENANCES.
NV ITNIb
ANYT BE CONVEYED TO AN APPRROVED DRAINAGE FACILITY.
A. SEWERS - C� - (780} 633-2770
STOCKPILES 51-ALL BE COVERED OR PROTECTED KITH SOIL STABILIZATION MEASURES AND
UT�•-� NOTE
B. GAS 6 ELECTRIC -- SDGE - (760)-438-6200
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AFTOl.NdD THE PERIMETER AT ALL TIMES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONIE (1) YEAR AFTER
C. WATER - OLIVE.MAIN MUNICIPAL WATER DISTRICT- (760)-632-4209
TfE DATE CIF' ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROU\C.
0. TE'LEPHOIE - SBC BELL - (760)-489-3411
TRAINING
FRS' EMPLOYEES WHO PERFORM CONSTRUCTION
REPLACE ANY OR ALL SUCH NOW, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED
E. CABLE TV -COX CCTMiA FICATIONS (7601 806 9809 X 2233
IN THE CITY OF ENCINITAS SHALL BE
IN SO DOING THAT MAY PROVE DEFECTIVE IN WO1TIf KOG4ZP AND/OP
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
MATERIALS WITHIN THE ONE YEAR PERIOD FROM 7HE' DATE OF ACCEPTANCE WITHOUT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
2. CONTRACTOR SHALL NOTIFY THE CITY ENGDEER'S OFFICE 48 HOURS PRIOR TO
REQUIREMENTS. Th'ESE BW NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE, THE
PROPERTY OW(IER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
EXPENSE WHATSOEVER TO THE DISTRICT, ORODAAY WEAR AND TEAR tHJSUAL ABUSE
OR AEG,LECT EXCEPTED,
FOR PUBLIC WORKS COALTRUCTION{ THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
BEGINNING ANY WORK ON THIS PROJECT. PHONE (760)-633-2770.
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
7HEAEFROM SHALL BE APPROVED BY THE' CITY ENIGINE'ER PRIOR TO ANY RE7�ST FOR INSPECTION.
3. THE CONTRACTOR SHALL GIVE 24 HODS NOTICE (�N CALLS FOR INSPECTION. PHONE,
2ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET
WITHIN
'PRELIMINARY
(76003-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SC�JECT
WTN G MENT
CONTRACTORHALLL BE RESPOASIBL.E FOR PROPERLY DISPOSING OF ALL HASTE AND UNUSED
THE COL l Y OF SAN DIEGO SHALL A TO TIE COUNTY S REGIONAL2.
STANDARD DRAWINGS W. W-124 AND W-1213 FOR VALVE WELL COVER AND VALVE
THE SOILS REPORT TITLED GEOTEDIVICAL rNVESTIGATION AND FOUNDATION
TO REJECTION AND REMOVAL.
CONSTRUCTION MATERIALS, DUMPING OF UNUSED OR WASTE PR'=TS ON THE' GROUND, WHERE
WELL FRAME' AND ASSEMBLY.
RE0094 NLIATIQNS, PROPOSED NEW R£S.IMNCE TO BE LOCATED AT 121 AVENIDA ESPEAANZA
(RPM• 259-231-82I £NC7NITAa CA " PF PAMM 8Y aIGI ITtG rWSTMU GROUP DATED NOVEAQER
B909M CONTF40E.
WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
ikT sE '
CsRm
2018, PHALL NYD. 186040-i SHALL BE COl+ISTDEFTED d PART OF THE C TAIPECI PLAN. ALL
!. IN CASE EAERGENCY WORK IS REQUIRED, CONTACT KEVIN OALZELL AT
NO SEEPPAGE FROM ANY MWSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL
25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATEP uNESS
PREVIOUSLY APPROVED IN WAITING OY THE DISTRRICT.
VJ�'1N1��P
-
GRADING
CONTASHALL BE DONE IN AOCOI ?AM WITH THE AECOM14�E7Jt7ATT(TNLS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
(858) 922-�8547, 24 HOURS A DAY.
BE PLACED AROUND ALL DUNP5TEAS TO DIVERT THE NATLFAL STORM RUNOFF. DUMPSITES SHALL
NOT TO SCALE
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR
EQUIPMENT AND WORKERS FOR EMEF?OENCY WORK SHALL BE MADE NECESSARY AT ALL
BE CHECKED FREA.EN+TLY FOR LEAKS, OUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUWSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTL�S WITH IMPERVIOUS ROOFING OR
� � ����
EASEMENTS SHALL BE REQUIRED IN CONJt,�tCTION WITH .IA�IROVEMENT PLAN�tS.
T
TIMES DURING THE RAINY SEASON (OCTOBER ! TO CONVENIENT
IE ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCT(�'R 1 AT CONVENIENT LOCATIONS TO FACILITATE
COVEFaED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASq MATERIAL.
PROPERTY LINE
-.w.�
I (WEj HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 6EI7LOGIST HAS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
RAPID CONSTRUCTION! OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT
MANY CONSTRUCTION MATETRIALS INI�LKJI1VTi SOLVENTS. WATER -BASED PAINTS, VENTLLE FLUIDIC
WIG - BORING PROPERTY LINE
BEEN CST WILL BE RETAINED TO SUPERVISE' OVER ALL GRADING ACTIVITY AND
ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
5. CtAYTRAC7I T SHALL TAKE ANY NECESSARY PRECAUTION6 REQUIRRED TO PROTECT ADJACENT
3. DEVICES 9-OW ON PLANS SHALL NOT BE MOVED OF? MODIFIED WITHOUT THE APPROVAL
OF
OF THE ENGR E'ERING INSPECTOR.
BROKEN ASPHALT AND CONCRETE W= AND CLEARED VEGETATION CAN BE RECYCLED.
MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED Of AS
PROPOSED CONTOURS
-
I (WE) HEREBY AGREE TO INDEMNIFY, l FE1 AND HOLD CITY AF�7 CITYS
Pf�E'ATIES OU91 G GRADING OPERATIONS. ANYTHING DAMAGED OA DESTROYED SHALL BE REPLACED
NAZAALTDLIS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZAF�DOt15
--��5� --
OFFICERSi OFFICIALS EMPLOYEES, AND AGENTS HARMLESS FRN AND AGAINST
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WOWING ORDER
WASTE HOTLINE TOLL FREE AT (600) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDC'O AT (760) 436-4151.
EXISTING CONTCTLRS
_
ANY AND ALL LIABILITIE5; CLAIMS, DEMAANDS� CAUSES OF ACTIONS LOSSES,
6. THE DEVELOPER SMALL BE RESP�IOLE THAT ANY MINT OR BENCH MARK WHICH IS
TO THE SATISFACTION OF TTE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAIWALL.
.�-.......--P-55--- --- -- -••-
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF:
OR IN ANY MANNER CONWCTED DIRECTLY On INDIRECTLY WITH ANY ACTS OR
DISTURBED OR DESTROYED SHALL BE FE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
F?ES AS MAY BE
5. Tl•1= CONTRACTS SHALL INSTALL ADDITIONAL EROSION CCRADIN.
POLLUTANTS SHALL BE KEPT OFF E'XPOS£IJ SURFACES. PLACE TRASH CANS AND FE'CYCLING
EXISTING EASEMENT
------• - ----- - -
OMISSIONS OF OWNER OR OWNERS AGENTa EMPLOYEES. COMRACT�
EN6INdEEA OR A LICENSED LAND SURVEYOR.
REC,�UIR1=D BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
OPER
RECEPTACLES AROUND THE SITE.
SLBCONTIRACTC� OFFICIALS, GF'FICE S' OR REPRESENTATIVES FOR? ANY AtO ALL
7. T71E CONTRACTOR SHALL DESIGN, CONSTRL�T AND MAINTAIN ALL SAFETY DEVICES, ITOLLZJiNG
UNFORESEEN CIRCUMSTANCES MACH' MAY ARISE.
PORTABLE TOILETS MUST BE IN GOOD WOF CLING ORDER AND CFECKED FREQUENTLY FGh4 LEAKS.
PROPOSED LIMIT OF GRADING
WORK G�(?NSTRUCTION COVERED IN THE PERMIT OR C;'CTED DIRECTLY DR
INOIRECTL.Y TO TFE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY
SHORING, AND SHALL BE RESPONSIBLE FOR CONFOF7MING TO ALL LOCAL, STATE AND FEDERAL
CONTRACTOR SHALL PROVIDE SECONDARY CONTAIT'AMENT AND LOCATE PORTABLE TOILETS AWAY
OR PUBLIC EASEMENTS.
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AM SF-IALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
FROM STORMOb4AIN INLETS ON PERVIOUS SUF�AC7^S-
EXISTING EDGE OF PAVEMENT
_-_...,�,._.__.---�- ,�--.......
. - /
�
B. GRADING AND EQUIPMENT OPERATING WITHIN OW -HALF (112) MILE OF A STRLCTUF� MR HUMAN
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM TF� STREET. GUTTER AM STUR49RAIN.
CENTERL.IW
-
SIGiNATURE: DATE S `7i -11
OCCUPANCY SHALL NOT BE CaMMTE"D BETWEEN THE HOURS OF 530 P.M. AM 7:30 A.M. NOR
7. ALL EROSION CONTROL MEASURES PFfiDVT�7ED PER THE APPROVED GRADING PLAN SHALL
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN tP MATERIAL THAT MAY HAVF TRAVELED AWAY
�./
ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS,
BE INCORPORATED FEFE'ON.
FROM CONSTRUCTION SITE
EXISTING WATER MAIN
_.._-._..yq------_-_-W----
--KEVM DALZWL
9. NO GRADING OPERATION$ SHALL COAI�NCE' UNTIL APRE-CONSTRLDTIC�F MEETING HAS BEEN i•�T.D
B. GRADED AREAS AROUND THE PAOE'CT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
FOR MORE INFORMATION ON STOF�4WATER POLLUTION CCINTRQL MEASURES AND REQUIREMENTS
EXISTING
T, LLC
D62 RANCHO
i62 RANCJlfI SANTk FE F#7 �`E70--53'�a
ONSITE WITH THE FOLLOWING PEOPLE PRESENT.' CITY INSPECTOR, CIVIL EWZ*-ER SOILS ENGINEER
SLOPE' AT THE CONCLUSION OF EACH WORK DAY,
PLEASE CONTACT 77-1E E.NGIP ERING DEPARTMENT. CITY OF ENCINITAS AT (760) 633-2770.
SEWER MAIN
,.�.�..5._�-...._...---- ----. __
�'
ENCINITAS, CA 92024
GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCF MLED WITH
THE CITY AT LEAST 46 HOURS IN ADVANCE BY CALLING (750) 633-2770.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE EM OF EACH
ILIYFI"IN MJVI 3PX !PATER DISTRZCT NOTES
EXISTING GAS MAIN
. ..... ._.... -�G__.._-----_,rl_._....,...
10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED Ct1NSTRUCTIOd SITE
WITHIN THIS PFTOJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGI141EER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUD ETENNTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. U W FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT; BUT PRIOR TO FINAL
GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS GRACED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UADER PERMIT NO. 14064-6 HAS BEEN PEFFORMED IN
SUBSTANTIAL CONFOR A CE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEWNT AND COMPACTION OF
FILLS AID BACKFILLS AND COMPACTION OF TRBCW5. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL OETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF
GRADVC OPERATIONS HE SHALL STATE THAT 39SERVATIONS AND TESTS WERE MADE BY HIM OR
MER HIS SUPERVISION ANO THAT IN HIS OPINION( ALL 96ANKMENTS AND EXCAVATIONS ARE
ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED %RFACES TO PROVIDE POSITIVE
DRAINAGE AND PFTEVENT PCANOINNG OF WATER. HE SHALL CONTEND[ SUTIFAC£ WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OFT FINISHED NOW ON THE SITE AND SHALL TAKE PEW -DIAL
MEASLY' TO FRFVW EROSION OF FRESFL.Y GF 400 AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLER AND FILL SHALL BE PLACED
IN ACCORDANCE WITH STAMAFRD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SUWACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE F13M NATURAL
GROUND. TTE EXPOSED SOILS SHALL BE SCARIFIE(J TO A DEPTH OF 12 INCHES AM THEN
COMPACTED TO A MINT" OF 90 PERCENT. IT SHALL BE TT•E CONTRACTOR'S RESPONSIBILITY TO
PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GR40E TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. TIE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TAIMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTH03 WASTE MATTER EXPOSED OR EXCAVATION
OR EMBANKNENT SLOPES WHICH ARE LIABLE TO BECOME' LOOSETfD SHALL BE REMOVED AM DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDECI IN ACCORDANCE WITH THE GRADING
ORDINANCE,
16. ALL TREES, BRUSH GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED. PILED
OR OTHERWISE" DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEANED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SE9PED FROM THE SOILS ENGDWSR AND CITY
ENGINEER PRIOR TO TIRE DISPOSAL OF ANY SUCH MATERIAL.
17. THE' REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH TEE CITY'S URBAN
FOREST MANAGEMENT PROGRAM, TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY
PROPERTY. OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES ANC SHALL BE
PROTECTED IN PLACE OURING CONSTRUCTION LWLESS SPECIFICALLY APPROVED OTHE-RWISE, NO
GRAOINS% EXCAVATION. OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN
rW CITY TREE DRIP LINE AREA (THE AREA FROM THE TROW OF A TREE TO THE OUTERMOST EDGE
OF THE TREE CANOPY PRO,IECTIOn1 ON TtE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO
BE REMOVED, IT MET BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS AFE IN
CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS NE'V15EO TO
ADDRESS DE TREE REMOVAL.
18. IF ANY AHRCHAEOLOGIC',AL, HISTORICAL. OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY
DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY
HALT GP00 --DISTLMING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE
SIGNIFICANCE OF SUCH RESOLES. THE PROJECT APPLICANT SHALL IMPE'OTATELY NOTIFY
0EVELOPME'NT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE
SIGNIFICANT OF THE DISCOVERED FESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED
ARCHAEOLOGIST. HISTORIAN. OR PALEOTOLOGIST DA "CONSIE.T..TA Tl0N WITH THE DEVELOPMENT
SERVICES DEPARTMENT ANTI FOR ARCHEOLOGICAL RESOURCES. THE NATIVE AMERICAN COMAENITY.
T7-E DEVELOPMENT SERVICES DIRECTOR MIST CONCUR WITH THE EVALUATION PROCEDURES AND ANY
NECESSARY DATA RECOVERY SERVICES BEFORE GRADING; ACTIVITIES ARE ALLOWED TO RER ME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.E IF HLNMAN REMAINS .
ARE FOM ON THE PROJECT SITE DURING CONSTRUCTION ACTTIVITY, THE PERSON AEriaPOr+l5ISLE
FOR THE EXCAVATION OR HIS OR HER AU<THGRTZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY
THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHO�. NO F U RTT ER EXCAVATION OR .
DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE .
ADJACENT REMAINS, AS DTERMINEO BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY
AND CULTURALLY AFFILIATED (TCA) NATIVE AWRICAN MONITOR SHALL OCCUR UNTIL THE CORONER
HAS MADE RE AE'CESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC
RE.S"CES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EX(-USINN
ZONE SHALL BE ESTABLISHED SURROMINM, THE AREA CE THE DISCOVERY SO THAT TT•E AREA
WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA
NATIVE AMERICAN MON1TORI AND G TATIOAN ANO TTE47TMENT COULD OCCUR AS PRESCRIBED BY
LAW. AS FURTHER DEFINED BY STATE LAK THE• CORONER WOULD DETERM.iNE WITHIN TWO WORKING
DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE
CORDFER RECOGNIZES THE REMAINS TO BE NATIVE AMEIRIC04 HE OR SHE MALL, CONTACT THE
NATIVE AMERICAN HERITAGE COMMI55ION (NAHC) WITHIN 24 HOURS, THE NAHC WOULD MAKE A
DETERMIIJATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE
DISCOVERED, ThE REMAINS SHALL BE KEPT IN SITU ("IN PLACE'), OR IN A SECURE LOCATION IN
CLOSE PROXIMITY TO WHERE THEY WERE FOUND. AND THE ANALYSIS OF THE PEMAINS SHALL DNLY
OCCUR GM -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.
MANGE NO. I DESCRIPTION I I APPROVED I DATE
Y4WI146 DAY WHEN THE- FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY - WI-$ BM6"Wz".7 l,rxT7FICdTc
PERCENT (409}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACORDANCE WITH THE DETAILS AND MATERIALS EXISTING MANHOLE 0 I. EPN RKIT A REGISTERED CIVIL ENGINEER IN THE STATE OF
AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVFN9•FAIN MUNICIPAL WATER DISTRICT CAL IA PRINCIPALLY QOZFVC 6[FSINREG IN ED FIELD CA6 APPLIED SOIL
(DISTRICT) $TANO4R0 SPL:CTFTCATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND
sT ACG4T R l�LLUTIA'� G10YYTAOL. 2asT CANST�tUC7'IAN '/ h4JTE5 FACILITIES INCLOGING ALL AWT1XNTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE DRAINAGE DIRECTION---� -.. MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PLANS. CONTRACTORS SHALL HAVE A COPY OF THE STANDARD SPECIFIGATIONS iNV THE JOB SITE AT ALL PREVALENT WITHIN THIS SITE WAS MADE BY ME OR L TT MY DIRECTION
1. FA SIN WATER ROOF
MAN CONTROL DISCHARGE
ALL RUNOFF FROM ALL CA�ERVI EA �D BUILDING ON N�'4*-- AND FOR AN UPDATE ON _ _NIA OPE SURFACES INCLUDING ROOF MAINS SHALL DISCHAFTGE ONTO GRASS AND LANDSCAPE AREAS TIMES. TT E SOILS REPORT COMPILED FROM THIS STUDY WW MY FkCDMI�NOATIDNS ASBEEN
. PRIOR TO COLLECTION AND DISCHARGE' ONTO THE STREET AN O/ai INTO THE PUBLIC STOW 2. THE SUBMISSION AM REVIEW OF ALL SUBMITTALS (SHOP DRAWING'S, SIX SETS) AS REQUIRED BY THE� PROPOSED 6" PVC PIPE - _ SUBMITTED TO THE OFF= OF ThE CITY ENGINEER. F LPTHERMOf-f- I HAVE REIVIEWE'D
DRAIN SYSTEM. STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE Fes -CONSTRICTION MEETING WITH THESE GRADING PLANS AND CERTIFY THAT THE FEC'�ATIONS INCLUDED IN THE
THE DISTRICTS INSPECTOR. PROPOSED 4" CLEANOUT o SOILS REPORT FOR THIS PROECT HAVE BEEN INCORPORATED IN THE
: 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOP STORM WATER POLLUTION CONTROL GRADING PL AND SPECIFICATIONS. .
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. UNLESS OTHERWISE ND7ELD CON,4ECTIONLS TO EXISTING MAINS SHALL 8E MADE DRY. TDE TIME ANI? FXISTING 6" PCC CURB & GUTTER -- '"
.._.... -_. .. F..
DURATION OF ANY SHUTD[WNS OF EXISTING MAINS SMALL 8E SUBJECT TO APPROVAL BY THE DISTRICT. -- - - -- _._..._ : -- 5� ... s
3. ALL IMPERVIOUS AREAS WITHIN 1iE SIT£ SHIALL DlRAIN TO AF'PRCFVED BNB/ZM�' DISTRICT SHALL t NOTIFIED TWO WEEKS MININIUMf IN ADVANCE OF ANY SiY/TDOWN. -� --� SI�NED -_ --- ,,___ ___ - r,�[
FACILITIES AND/(R TO TURF CAR LANDSCAPED AREAS WITH ADEQUATE G90UAMVVER PRIOR EXISTING WATER SERVICE (WS-02 & WC-17) ...-- -- � (W r: �
TO D� FROM THE SITE. ALL IMW�EAVICDLAS AFIEAS MUST SLOPE TOWARD THrE __._-_. .. I'-
4. CONTRAGTOR SHALL COORDINATE KITH DISTRICT ALL AFTtTANtMENTS FOR HIGH-L TNl7 TEMPORARY �' RCE NO..' �5l Z v . ;-11
..
APPROVED /IMP FACILITY AN010R TFE TLWILAMSCAPED AREAS. _ "" " `- >. r_�,,
SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCW-DULED ON A MON DA Y O R FRMAY. � SEWER LATERAL $ �: .'. ' z - � �
. --G W 22 11,',
IV EXP. DATE._ R' 22okl_._-----_ _.--,.�.... ..__a - s-
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE; DRIVEWAYS. OR ANY OTHER IMPERVIOUS 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CALIOSHAA. A COPY OF EXEMPTION £NGIIEMINO DESIGN t,
AREA HJNLEW THE FLOW FROM THE GRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. MASONRY RETAINING WALL PER PLAN -.�I . fN
LETTER OR TRENCHINIG PERMIT, IF REQUIRED, SHALL BE SU U MITTED TO ThE DISTRICT PRIOR TO -� � � PO BOX 230163 �'
5. DlglNOTFER APPROVED DRAINAGE CROSS SLOPE DESIOWAR T7COLLECT/MFTCJNt F AND AREA OR 0*Ep SAS, � :-11 C7'V i. ;e%.�7
CONSTRUCTION. SAN MARL CA 92023 `" "
THAT
6. NO WORK MAY BEGIN OR PAD WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CONTRACTOR SHALL ( } 75 2 ' . .�'4trr
: DISCHARGE IT TO AN ADEQUATE IFP/BW. NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO T?E BEGIMING OF M2RK TO DGP DEVELOPMENT, LLC FOG PRO�JECT NO, 186040-1
ARRANGE FOR INSPECTION OF THE PRGUECT. 162 RANCH(D SANTA FE RD #E70-535
6. ALL STORMWATER DPIBMP FACILITIES SHOWN HEREON SHALL NDT BE MODIFIED OR ENCINITAS, CA 92024
ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SWOERN CALIFORNIA" TO HAVE UNDERGROL#0 SERVICE UTILITIES LOCATEDPRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 46 HOURS IN ADVANCE SITE A� $TA7FAE7kfi OF k�GIJuEg7 OF 1Y43FP'(
_
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN PRIOR TO ANY NOW BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: 800 ,227 2600) TF� L�DEASIS�D ENGINEER AGREES THAT THE WC�1C PEF�f D BY THE H�INEEA
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE AVEA:'.DA E-EPERENZA SHALL O'OMELY WITH THE PAR AGREES
LLY ACCEPTED STANDARDS AND PRACTICES G THE'
OBTAINEO, B, ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT MNSTTRUCTIONL I.E., LINE' CROSSINUZ LINE' ENGINEERS TRADE ORPROFESSION. THE ACCEPTED
S ANDARDS ACRES THAT THE NOW PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. APN: 259-231-82
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMELY WITH FORMED HEREIN SHALL BE IN ACMWANCE WITH THE RULES AND REGULATIONS
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSlRES SHALL 1 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE REQUIRED BY TIE CITY OF ENCINITAS TO THE EXTENT THAT THE ENG11WER I .
HAVE AN IMPERVIQU� NON -CONS STIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO BURIED UTILITY WARNING AND ILENTIFIC:ATTON TAPE ABOVE ALL. PUBLIC WATER LINES RvULUTING WATER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCRFCK OR .
ENNTEA THE' ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AM LOCKED WHEN NOT IN LATERALS LOCATED IN PLGLIC RIGHT -•OF -WAY. LE&AL tE$ ATIM REVIEW PERFORMED BY 7T-E CITY OF ENWNITAS IN ITS CAPACITY AS A PUBLIC
- ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A XTER41MTXO N BY
USE'. A FROM
SHALL PS ER AND T AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT 10. WHERE ELEVATIONS' AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE. PARCEL 2 OF PARCEL MAP NO, 18674 IN 7-TE CITY OF ENCINITAS Tl E• CITY OF S CINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
ESCAPE FROM TT-E AREA, ER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE ,I$ 48-INUES BELOW CENTERLM OF FINISH GRADE' OF STFTEET. . COUNTY OF SAN DIEGO. STATE OF CALIFORNIA, FILER} IN THE OFFICE PLANS CAR DESIGN AND IT THEREF(7FTE DES NOT RELIEVE' TIE ENGINEER OF
TRASH ETVCLQSLIRE AREA. THE BEFP+1 CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW OF TINE COUNTY FRECR OF SAN OIEG APRTL 1 2p0i.. RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THdEFEC)N.
.11 MAY 11%HAVE
OF THE N THAT
C AND RG OUT. THE ET+DLCSUREEGUA SHALL BE SELF GREASE
DR 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY U5L OF JOINT CLINGS WITH THE �INE69 AGREES TO DDEWIFY AND HOLD HAF SS' THE CITY OF ENCINITAS
MAY HAVE A DRAIN THAT FILTERED
THROUGH CI ADEQUATELY SIZED OIL/ GFILTE . . 4" MAXIMUM DEFLECTION PER COUPLING (2' PEA JOINT). NO BENDING (CURVING) OF PIPE SHALL BE .ANC? ITS OFFICERS, AGENTS AND EMRLOYEES FP04 PROPERTY DAMAGE OR BODILY
SEPARATOR AND IS THEN FILTETRED THROUGH ACITY-APPROVED HYDROCARBON FILTER AND PERMITTED. II�PFRVIi'� AF�A
DIS"RGED INTO THE PUBLIC SANITARY SEWER SYSTEM NOT TO PLANTERS OR THE STORM IN41C/lRY ARISING Sfk EL 7TE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. . XWERVIQUS AREA PRIOR TD CC;WTTRUCTICM 0 EMPLOYEES ACTING WITHIN THE C
I 1112, MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH PAINTS Ahd1 BLOW OFFS AT ALL LOW IMPERVIOUS AREA AFTER CONSTRUCTION THE EN&WEER IRS AGENTS
AFC ARISING OUT OF THE WORK
AND H TS �
AND SCOPE OF SUCH AGENCY AND
POINTS IN HYDRANTS THE 'REIN MAIN PROFILE. PLACE MANAIAL AIR RELEASES AFY(7 BLOW OFFS WITTFIN METER BOX INCAE'ASE IN IMPERVIOUS AREA: 6,700 SF PE7EOHRMAED BY� ZN r
SIT IiVATER FC)LLUTIQN GOIVTAtIL BAP AXITES A�,4TZVE TU L1DARrTFd` TT(IrV ACTIVITIES AND LOCATE BEHIND CURB UtLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE 1.. ;
6,700 5F
USED IN LIEU Or A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR WAR �...__...
CONCRETE WA T HIGH OR LOW POINTS, AS APPROVEDD BY 7TE DISTRICT a FF",ENTATZVE. IMPERVIOUS AREA REPLACED: QS4Es$r�yq
Cam( TOE LL ESTABLISH AND USE AN ADEQUATELY SI2'ET1 CONCRETE' WASHOUT AREA TO , � r O �,1tAEE C
CC)NTAIN WASFOLFT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY. MORTAR STUCCO, 13. INSTALL A MIMIMU! 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A EMTH�eM l24TA STCiNATIAE �'' IW MIGRdEZ � TE r.�Q� �• 9��`�2
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SIDE LOT LINE'. A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP a- EXISTING CUM OR � -" y , �%-
CONTRACTOP SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION, .iFFMTED IN AEW GENE AT ALL WATER SERVICE CROSSINGS. . STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A . RA5CQ LAF�T SUITf:R & A55C7CTATES � m� N0. 71651 � m
MAXIMUM VERTICAL DEPTH OF CUT = 3.2'
. CONSTN CTTON SITE ACCESS ... • .14. ME77 FJ07CES SHALL NOT BE PLACED WITHIN DRIVEWAYS OiR SIDFWAZKS WITHOUT - MAXIMUM VERTICAL DEP7N C,fi� FILL a 8.7 .. C- Exp. 12/31/19 2
535 N. HIGHWAY 10i
�ANA BEAC K CA 92075
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AATIi THE DISTRICT a PRIOR WRITTEN CONSENT. --�-�
IN�'SS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLt DE USING MATERIAL SUCH (858) 259-8212 ..
AS 3" CFTIJSHED POCK AFC?/OA CORRUGATED STEEL PANELS%PLATES. 15. ALL lYA7EA SERVICES FOR IRRIGATION MULTIPLE RESIDENTIAL CD'LEXPS CCkRCIAL CkR TyL = 1�- RCE EXPZfs 12-3i-19q CIVi�-
ThdDL15TRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON aRTOMERS RET� JAL = 6O0 C.Y., _ OF CA1
CONSTRUCTION VEHICLES .. SIDE OF WATER METER. .... ..
A A A ROM GUTTERS ANY+ STORM DRAIN SHALL BE DESIGNATED FOR ..
CONSTRUCTION VEHICLES PARKING, VEHICLE FE'FUEiDiR AM !ROUTINE EQUIPMENT MAZWENANEE, 16. COAITRACTDR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS ' .
ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. TO INSPECTOR .IMNEOIATELY UPON INSTALLATION OF VALVES. .. .
I 17_ LINE VALVES WERE REQUIRED AT SAFER INTERSECTIONS SHALL BE LOCATED AT THE I - . I I . I . .... .1. I . . I . . - -. - . .. ..... .- .. I I ... -.... . . . ... - . . ....l. -..... - - ... PASCO LARET SUITER
g
�I COWL BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY TEE *ENC;V£R POSSIBLE. _ .. • . 47t ASSOCIATES
SHALL BE PROTECTED AGAINST EROSION BY ITkSTALLIN6 EROSION RESISTANT SURFACES SUCH ASI.aa1VfL ENGINEERING t !AND PLANNING + LAND SURVEYING
EROSION CONTROL MATS. ADEQUATlr GROU D COVER VEGETATIONS AND BONDEO FIBER MATRIX. 18. FIRE HYDRANTS AS APPROVED BY RE APPROPRIATE FIRE DISTRICT AND !MEETING THE DISTFTICT'S
STAFVAAD SPECIFICATIONa ARE 7O BE BCTALLED AT LOCATIONS SPECIFIED BY THE FIFE DISTRICT. 535 !North Highway 101, Ste A, Solana .Beach, CA 9207'5
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. . 19, ALL DESIGN CWAGES TO THE WATER SYSTEM SHALL BE APPROVED BY ThE DISTRICT Ph 858.259.8212 1 fa 858.259.4812 f pleaengineering.com
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE' CONSTRUCTION SITE. '.R�ENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE' CHANGE.
I. CONTRACTOR SHALL PROTECT CHMfELS AGAINST EROSION USING PERMANENT AND TEMPORARY .
EROSION CONTROL MEASURES. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEWWS IN THE' OMWD 8MP PROJECT STATUS
. STANDARD SPECIFICATIONS. THE CLASS OF PIPE MALL � USED AS THE DESIGNATED WORKING PRESS
REMOVE EXISTING VEGETATION ONLY NNEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE .FOR TESTING ALL PIPE VALVES (CLOSED) AND APPURTENANCES.
CONDUCTED IN PHASES TO AVOID U1+A1dECESSARY REMOVAL OF THE NATURAL GROUND COVER. 00. STANDARD
NOT REMOVE TREES OR SHRCRS UNNECESSARILY; THEY HELP DEG.AEASE ETOSICNJ. .
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION Is NOT I ...''
IhbMEDIATELY PLANNED FOR ERASION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OUVENHAIN MUNICIPAL WATER DISTRICT ENCINMAS FIRE DEPARTMENT
I
. . . .
.. BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL, ...
..
PLANT PERMANENT VEGETATION AS SOON AS POSS.IELE ONCE EXCAVATION AND GRADING ... - .. / I ti
ACTIVITIES ARE COMPLETE. ''` ,'I -7 , r�.. f/� `t
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. .� � � �S '' '� � �' { 43'Z E-[�4 4k$ A 1&j il' L&,v,, 15 �13 �
BENCHMARK
AS -BUILT APPROVALS
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SIG D 4 S N ----
- DATE SIGN
DA TE SIGN -LL - DATE `a a h .
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ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 1` q
RECOMMENDED.,APPROVED GRAM"LANPOP
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45fA%44INNER
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CITY ENGfTER
DATE tJ-7j019
AVENIDA ESPERANZA
DGP DEVE
LOPMENT, LLC
APN: 259-231-82
CITY ENGINEER OAiF IN5Pr-t,IvR ..-.�- AW- .- -t- ...... .__-.- -_ _ PLANNING CASE ha 18-124 ADR
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Ay7m AaAACENr PFKFERTY DI5R LANCE NOTE
1. THE MAINTENANCE OF ALL PROPOSED BMPS WILL BE THE RESPONSIBILITY OF ALL THE WORC PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
THE CONSTRUCTION
THIS WILL INCLUDE ANY POST -CONSTRUCTION BM9� AS WELL AS ANY IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY GAFIAt;"
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO TINAIN PERMANENTLY CT PROPOSED WOW. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWI� r
FOR A SPECIFIED PERIOD OF TIME AFTER THE COLECTION OF ALL CONSTRUCTION
OPERATION•'S. MUST BE OBTAINED AND 511HMITTED TO THE CITY PRIOR TO START OF ANY SUA'xR WORK. U, Ay ---- -.__- JJJ !�v `1� 18•f
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY d, �- \��t1UtiW t EX te � fg•3 1�FG i 0
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP --WORK TO ! U(h�' \ \ _ .__. AIT� TO � i � G ii7 i
MEASURES, SLXI-i AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS; DIRECTING BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. i \ \ G �5.0 pCG jW� �, if3 � f 1 a G 118 if7 0
WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER DR \ f7 Mfg EX FEMA TF o G 3•
STORM CRAWL MINIMIZING THE USE OF �D CLEANERS AND OTHER PRODI. C )......._ i �2 ' TG 10 f17 • G 115- TMi� G 113.0 Tyl if if2 U
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER EXISTING EASEMENTS `C I ` / I t G f$ir2 iig� 8 ifa 4 9 ff2A T+ �� 110 3 5fg"SPIN{ AP
AND SPILL CLEAN UP TECHNIQUES. - - ¢ ..� _- - - �" - 72 '27 " E 190. TF G A 6
.� �. .. �..... r...� �.,....... ,.... .. ..ti �. �. W F 0� 5 • '-� 7
Cf
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- �A; AN EASEMENT GRANTED TO OLIVENHAIN MUPJICIPAL WA TEA DISTRICT �. } 1 ,7 U
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN FOR PIPELINE PURPOSES RECORDED DECDMBER Q 197B AS 40' PVT Fd7 ESMT PM 1 77 L � r f l
E6 \ = 3•
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO CGME IN CONTACT WITH INSTR RENT NCI. 529768 OF OFFICIAL RECORDS. Ex GNA�}VE0 \ c ► ^ 7 - `�� c°t� L119 i = TYI 100
PRO
SO -- `� TyG 12 \ f 5 \ `n \ �� ri T G !
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. DDY ADDITION A F LOCATION 6 AN EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY 11 `• i j r
OF THE STOCKPILES WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE I�... � � � \ •,, � G f2 • � c� = TG 12 7 \ o � ( ! �, jt� 0
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED FOR PUBLIC UTILITIES INGRESS AND EGRESS REGARDED APRR !$ q i _ _ i_ _ ___\ _ t \ 1212 \ \ %¢ fi8 t `" �1 =�1 TF i vf. - I ,
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH 19BO AS INrUSTRAENT NO. 60-129376 OF OFFICIAL RECORDS. \ , TGi� 1 = - = =I: _ - - - - T T ^� - - - - >� ATE j
THE STOCKPILED MATERIAL. 3'1
C; AN EASEMENT GRANTED TO CARDIFF SANITATION DISTRICT FOR � W I✓ � � \ \ I Iv i, r
4. THE PM30SO IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF SEWER LINE PCBPOSES RECORD OCTOBER 2Q 1998 AS INSTRUMENT ! �6`f YS8 II �
DEVICE, WHICH WILL DISCONTINIE IRRIGATION IN THE EVENT OF RAIN AND IF NO. 86-536787 OF OFFICIAL RECORDS. 143i� i 0`a / 5 i Ib ( l0 fi20
4 I �, j r 5j L TYPE Pf.A ; iii• / y
THE SOIL IS SUFFICIENTLY SATURATED. :" ( ' i 1 WM� ti TG i21 ) fZi `c 1 I • TE T
I U] AN EASEMENT FOR PRIVATE WATER LINE' PURPOSES RECORD APRIL Qf� ! AET a' , fg.V FG SG p I f217 i
i3 1 0 / 11 1 \" i�V 4 + ' �r •` L r t1 (J`
5_ THE PROPOSED TRATGATIDN SYSTEM WILL BE ROUTINELY IN6PECTED AND 17, 1990 AS INBTRKA+E7VT NO. 90-206726 OF OFFICIAL RECORDS. � � :,, j � FS '. I I1 G �' y 1E j � �
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED; BROKEN OR
{ j ( ® I [ TWA G d21.7 ¢ i10 E{NAL�
MALFLWTIONlNG SPRINKLER HEADS WILL BE REPLACED AS NOD, AND IN TIE' ❑E A PERPETUAL EASEMENT AND INCIDENTAL PUMAS R,ECOFTiJED �' a ` - 1 BM f 2 / , , ` ; ; I ; ( r l
EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS LEAKS OR BREAKS AUGUST 26, 1999 AS INSTRU%EM NO. 99 589837 OF OFFICIAL �, . hUt TF Zf•7 '` r I
4f G I 1 \ II !
REPAIRS WILL 8E ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE RECORDS. � IQ, �-.'`4.. �<. ;_ice [I � F 3 r _ __ ,-- -� / 1 1 ` •` '° : j i �••'�i,Z76
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN :iN ,3 f} 1 i i�' j - /;.:;.
OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. L A 20' PRIVATE ROAD EASEMENT PER PARCEL MAP NO. 18677. SEE I R a :. • , :. �'
P.M. 9669. j
B. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF �- •r ! \ F
DRAINS SHALL DISCHARGE ONTO GR455 AND LANDSCAPE AREAS PRIOR TO EXIS77NG NON-PLOTTABLE EASEMENTS � To � RIO r f : ` � 1 � : d `�.: 1 ; �i� % , t ' <� �`: ' 1%i I
COLLECTION AND DISCNARMGE ONTO THE STREET AMD/OR INTO THE PL19LIC STORM - � TES' A� ��', •:';''�•.. V 7 %, 4 � "i+�g I � (6 � �
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER TO : f.'-' . •.:;: , : ;;' ~,.`.: i \ 1 �� ' 1 1• f ¢
POLLUTION CONTROL SHALL NOT BE MOLLIFIED WITHOUT A PER�41T FROM THE CITY. GI AN EASEMENT FOR WATER PIPELINE AND INCIDENTAL PLAWOS€S IN
THE DOC UA ENT RECORDED MAY 01. 19BO AS INSTRiUMENT NO. - - - / ;. _ :f'8 '..: : S.. , f21 + _ - - - - V
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINERING 80-147200 OF OFFICIAL RECORDS. � `, .:'' � • , •.i 4 , • , :. gig � \ °�` j { Tw G f42 0
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF j `• / : _:' • • : 0 0
� I� G fi
H AN EASEMENT FOR EITHER OR BOTH POLE LINES iR+87ERGROLIND EDP '•� i' : :: •, . , .:.: ' !" rNr ; fo- O
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE l� � ' ,•`:e •. `. � ' ' \ .:. •r� ' y ,-•;�. • � ( ;
AND DOUBLE PERMIT FEES. IT I5 THE �IBLIBITY OF THE OWNER TO KNOW CONDUITS AND TOGETHER WITH THE RIGHT OF INGRESS AND EGRRESS EX N�T ``• .r.: e�'j ' f ` . �: • :.: : . , ,. fi t [� w o .. 1: w _ • Ili � ��y \ A '? : •� 1 \ 3 t I TE
AND INCIDENTAL PiJAPOSFS IN THE DOCUMENT /E"CORDED MARCH OR, pA +`1�11� � f }'' �r d.. ` s �i�..r,� �i 1� ck �''1�" yr:l � i 4IP}k F�
WHERE THE LOCATION OF THE PROPERTY LINE' IS. �. � ���
1985 As IAsrRLa,ENr NO. 85-77587 OF OFFICIAL RECORDS. Rf C: tFs Q 1 . •,f•' q , `,.. .� e 1 / I
8. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
{ Il AN EASEMENT FOR iINDERGROiRJD FACILITIES AND APPLIRTENAl+I(ES E td�j • - .•%.:,. � .. l.. ;;-� � .�• . ,` -'� + , '. '� .., :.:.. .: ~; A'• � - � � iL� •• .; .': �: , ''�•.' • .. 1 � ,ij' �/ '
9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PAt1PERTY FOR THE TRANSMISSION AM DISTRIBUTION OF ELECTRICITY, ? G-^.-�.•+ r -. 1I ��>j% ���`
A MINIMUM OF 5 FEET gTra .:... •• . ^,r ....:... , • :.1.... ' t t l E' { I/
LINES. WATER IS TO DRAIN AWAY FROM STRICTURES FOR COMINICATION FACILITIES: AND APPURTENANCES AND TNCTDEMVrAL 7-• , E5- :•.;.: ,:: ./�!' '°•J.; •.;,, .: •:...-Ittl-i• \ :r If `
AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. PUSSES IN THE DOCUMENT RECORD NOVEMBER 1R 1985 AS °' f .�• ! ---` -�, .:1::.:-: _ .:.. .• y� j I! s
INSTROWNT NO. 86-533042 OF OFFICIAL RECORDS. �A' M� ,) S '-� `' ° : ' .A .'A . :; ` ! d 1 - :.. : C' • \ - \ < 4 '� (" jON{ 5>� 0
10. EROSION COMOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER i J AN EASEMENT FOR A PIPELDE OR PIPELINES FOR ANY AND ALL I C 1 / ` 3± - :• °'� ' - ''I I FS r' 2 3 �' '7' � .; , +�I' f ' , ! 'III GZ fit T� 112 �
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL -1 PURPOSES; TOGETRER WITH 5U1CM! FIXTURES AND APPURTENANCES, �g`7 :5 FS ...... i \ Oil l 4� FG G f0g3
EROSION ON SITE. SEDIMENT CONTROL MEa5UTE5 (E.G. SILT FENCINCx FIBER , �` \ •. a: -. \
INCLUDING, BUT NOT LIMITED TO FACILITIES FOR POWER w t ....1 .: •:y, . ; ! t Y
ROLLS GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM TRANSMISSION AM COMMUNICATION PURPOSES TOGETHER WITH THE r� � ; • � � :� � I � i C �s°�{y�{��- . ' � �` ew�iOg'3
I � a/•" •?i:
LEAVING SITE, MATERIALS MANAGEMENT BBB° MUST ALSO BE FOLLOWED TO ENSURE RIGHT OF IWRESS AND EGRESS AND INCIDENTAL . PURPOSES IN THIS ' / ` i .. DL3.6.
1 .:;1 `i �• X 6
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER {/ W 3 •, ; : 1E = T` yiA� :..:' �... 0 \ r fOg
DOCUNEM RECORDED JJAE 14, 1988 AS INSTALMENT NO. 88-283239 v .; ,:vr •:- .-1:8. ,(�Lir • '.: EET 3� \ ' ,:., - , . ..� ' T 1 i` I•
DUALITY DEGRADATION DDWNSTREAMf (E.G. CDNCRE7? OR STUCCO WASHOUT AREASOF 1 F3 :.. HT .. , a ¢ �COA AIP
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE OFFICIAL RECORDS. ti I 1NLR'� IAA \ ."<' ": is-:) • ' r 4AF i 00
K AN Ea5EMEM FOR LRGROLMD C:OMIMtINTCATION FACILITIES AS z - J FG /•� / I� ) ^ 10V1 CIE \
TOILETS OVER A PERVIOUS SURFACE.) ♦ . .. / E',a / TGf r; : J ::•.:•.+:. „°'', -!' 1••r ` i : G }l 'G l ' }� 1r+=I{ s { c,�yiEP 2AA96
11. NO DrREcrLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. GRANTEE MAY FROM TIME TO TIME REQUITE (INCLUDING INGRESS
rJ
TRITE rO AND EGRESS THEREFROMO AND DDVCIDENrAL IN ' J i ;2.� 8' 2� .1 ; - . - . ; . -/,.'. ` s , .. I ! 14 �c•
Dcra MEANS STORM RUNOFF GENE'RATEDD AND CONVEYED VIA IMPERVIOUS SILL ODCU►ENT RECORD HFBRUARY 21 1991 AS INSTRLRNEN7 NO. T�►-� iTEA I �` 7 8-121E f22�
AREAS, SUCH AS ROOF, ROOF ORAX DRIVEWAY, AND STREET. BMA MEASURE 91-77316 OF OFFICIAL RECORDS. 1 t� { TG 3 �4 / ' J ( :...• • . \ t{x Po i
' I lam" ��' . I / -ALL '.• .. ..xo • 1. Q..'.r I� • • • s C \�
SHALL BE IDENTIFIED ON TFE SITE PLAN. MOST coMMaav ME AS(�S ARE Air ¢, ./ L a , �, S f '+S, s ae i A
DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IV.-):,FOa ! ,
IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR 12" OVERFLOW STANDPIPE ATER '� �- 0 - - / / ' \ �� u
1w - A _�_- 1 .,
DROUGHT TOLERANT X [ i ti ,� .: •: ; . �!' • - , Q �` , k • \ \ r ,
BMP �a SHALL BE DELINEATED ON PLANS AND a NOTE PLACED ON PLANS INLET w/ arAIUM GRATE PLANTS (TYPJ / P2,1 1y , ° d TG 3 i� II �
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS 2" HARDWOOD MiII CH/ � �}, � ' }, ' .'� ,.
WITHOUT A CITY PERMIT. GRASS COVER OR CITY �/�`G� �.� �'[A4:W `• ty 4 TG �1 ! i' �XL� 1 .:._: \r:::: 4 G 12f) n 1�p 0 ( \ I i; �I G 10'3• ( �i
APPROVED EDUIVALENT� 0 . !0 I1Tg 0G 0 12 g 0 - 121 pn :.:. 4: ::..., . i. �) 4 IE C. 1 1 " fOG a
12. ALL CONSTRUCTION TRAILERS SHALL BE REMOVED OFF -SITE PRIOR TO G T f IE 4� TG 0 / - - :.>. `+ . i . ' n 1
iii , °.
COMPLETION OF CONSTRUCTION ACTIVITIES TO THE SATISFACTION OF THE CITY. 12" MINIMUM INSTALL DECORATIVE �y �^} .� II G f25� FG I �, f EG�S�1 F5 :;. , . ^ \: 6'
TW 113.0 COBBLE RIP RAP \� ; '� _ , ;} a OUTt ET c x X
10" - _ r i '(COIN• 0 ¢ 109 a' l l I , 3 i' t'AR3AT t RAP
ROOF DRTi{DY NOTE: FOR srORRM WATER POLLUTION corvrRTOL ROEuop
S ALL RIFF �- f =- �, 5 15 i Ii } \� ?CCt WI
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO TWWG 112.0 127 - !27 TG g� / TG 4 7 \ TG \
-._ .. _.._ , ._u ira _ _ - - _ _ _ / 1� iig- - _ -_- \ _ 3 g } SG i19 1 II i j 8"pSi`
COLLECTION AND DISCHARGE ONTO THE STREET AND/DR INTO THE PUBLIC STOP, � _ _ _ _ _ �
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER - - - } �� AAi' X 3?
CONSTRUCT C-4 MASONRY-_ - t -_ - - t 'r iPE , �� z E r� /
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM! THE CITY. FET WALL PER 5DFRSD j � T PCC „'
GRADING NOTE' ALL THE WOW PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE L
}
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO A"CETVT PROPERTIES IS - E17
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF 1f,=IJ'1, r OIL l j �� -� 21� 1 l dII /'�1 ��LS
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF AERRMMISSSIGN FROM THE INSTALL B" PVC PIPE _-.. .:. l / • M
BWWFG 4 . f, �f
_ 1
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR WA.
I'TO START OF ANY SUCH WORK. ANY DISTU,MaBANCE ON THE ADJACENT PRIVATE IE DUT 109.4... ,� --� .-
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND 9 f I Wji
SUBMITTED TO THE CITY IS GROUNDS FOR ASTOP-WORK TO BE ISSUED FOR THE INSTALL DECORATIVE: - f $ / •'`'� �---a ``- i
COBBLE RIP RAP r _ j �--�✓ _ i ! QE \ \ { 1'; T 106 a
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. � •- � .. F. •; � ,II � { ; C,3( ' Ei - r� �» �' '�` t n 1 n � � - / • / � / (�
i •.,t.-r+. 3'-. .",`'.41• Ex A'^ f.__ f '� / / � / T ' V 1 i� ---
MION1l1►efNTAr1xN1 PbTE ,- '-- t - _ :_ .' ..,. 1 r¢!.'.:i.� �..�... .•-,s � � �d. i , _= - I I�sTo�
THE CONTRACTOR SHALL BE RESPONSIBLE FOR arvY M RTA TION AMD/� - - - - - 1 - �� - -
a_ >.: -
• - o i
N W OR DESTROYED BY CONSTRUCTIONS , • . •`: � ; ;� r i 1 �O+N `� _. _.. -_ ¢ITS
BENCHMARKS WHICH ILL DISTURBED -, t .... ' ..... ::: t- 1 yA / / / 131 i / / - �O TA1- TEA i m
9 � 8� i RYSB
a:� i "T - �.
a WITH APPROPRIATE.... -; . '°- W•,L T�
SUCH POINTS SHALL $E REF�TENCED AND REPL CED : C Y. il ;.tC';'{{ .i •t: j �- >cX MIA I� r / / 156 ` id P �]' ZSi '' ( Ste"" 7 I 1 1
MGMIL NTATION BY A LICENSED LAND SLPVEYG`FR OR A REGISTERED CIVIL • FX EX T >t{� _ - ¢ 1
1 _ r. -' - i l . a •;t fOPc- i / - 11 3T! Tom` '` n ( i ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD � ._.. x .. .._ j E +, � -•- � - � I / J / / / � ~•- !_ � � � .-. r -
OR RECORD OF SURVEY. AS APPROPRIATE SHALL BE FILED BY THE - _ "' • { a / / � � �
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS }' -
REQUIRED BY THE LAND SURVEYORS ACT � � " ,� � � T -� � - p
jco
NOTE TO CDVM4CTQR * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18' DEEP t t �'� _ .ma
jg
SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON +HALL CONTAIN 65% SAW 11 % CO POST OR HARRDWOOM MULCR-U AND � / � . � � / �'^ � -':� � ' �
IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND Zo% TOPSOIL, FREE OF STONES STL9MPS, ROOT& OR SIMILAR OBJECTS, ^/
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO AND ALSO FREE OF NOXIOUS WEEDS. r - } /
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING -
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ** 3/4" CRUSi•EO ROCK LAYER SHALL 8E A MINI" OF 12" BUT MAY BE 4 / � "'''� " / / � . �', / '" "'� .--" r' `-- -- '"'"'" ""` _ - .- -• �--- -. J "-- � � � 1 f
WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF TFE / \ � � - _ - - � "!-
LOCATION OF UTILITIES LIPCW DISCOVERY OF DISCREPANCY. DETAIL / �/ '' / / - - ' \ �• r l -- ` Jr ... ~` --� -' - .�
FgE. Nq THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED --
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE r'' E% ADO / � -� `L 11 "r
1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL \ f , I I _ it • ~ ~
LLEARRFNCE OF NOT LESS THAN 13 FEET 6 11VCf ES. CFI 5032.1 BIOVRETENTION BASIN IS 6.5% OF THE IMPERVIOUS AREA DRAINING TO IT. to JNl
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 10" BELOW PARI<I AL• pA / 1 \\ tp9
2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT ADJACENT FINISR ED St 9iFaCE f �� �1��0j ' -- _A.C.-
THE
IMPOSED LOADS OF NOT LESS THAN 75.000 POUNDS AND SHALL BE r. ,
_ lfn.6 i
PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEATHER
DRIVING CAPABILITIES. AMENDMENT 503.2 3 BIORETENTION DETAIL 1 -' / . '' . ' -TW 111 109
3. THE GRRADIENT FOR A FIRE APPR47US ROADWAY; THIS GRADE SHALL NOT
SCALE: 1 " = 2'
EXcEED 20%. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE >~k bJAT�R2. t'tE7 Q� tdOTG: N 72.2749" W 190.89'
APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION.
PROPOSED TYPE C-4 i EX M)4TL'� MI"Ttq, To 'IC lglrL-lC iTict`,� TJ VA
KC), � GOV�N/1NT NbLDING CItY J•lA4r��1t�SS
MINIMAL MITIGATION SR•RAt.L BE A SURFACE OF PORTLAND CEMENT CONCRETE PROPERTY LIME-
(PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION RET WALL PER SORRSD WN'rW;oI " 0111°1
OF TRAVEL, OR F_"DUIVALENT. TO ENOHANCE TRACTION THE ENTIRE' LENGTH � �j ���M� ��\")b i�+c'S��i�dl,Rc Fora; ORMFrNAG9 PEG. A3 ,dOC #.
OF THE GRADE. BIORETENTITIN F '� ,{- a N �GK * D� Df'� �f14Ttl' t RV Gar
{ GAR/\G� 3' MAX M MULAfT i WALL / GRADING PLAN
PER DETAIL
4. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO 5• BY KEYSTONE OR ED. N
GRAPHIC SCALE 1"''-70' SCALE: 11D'
THE PROJECT SITE; ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED 24" MIN. SEPAFRATIDN " =
TO THE SATISFACTION Ur THE FIRE DEPARTMENT: 045hW LINE REPRESENTS TOTAL DISTURBED AREA = 13,920 SF
a. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE 7F 1083 - _ - EXISTING CONDITIONS 0 10 20 30
.
APPROPRIATE INSPECTING DEPARTMENT OR AGENCY, DASHED LINE REPRESENTS DEEPENED FOOTING--- C }
11 StXMCR14RGE \ EXISTING CONDITIONS PER BLDG PLANS RETAID06 MAIL NOTE
b. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE \ EX SEWER MAIN � \ EX 5DG&E BOX
TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; F, IE 103,7 !:1 SU�NARGE
RETAINING WALL BACKFILL SHALL BE IMPORTED MATERIAL.
c. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY CROSS SECTION A CROSS SECTIONGE
_ B E NATIVE MATERIAL SHALL 8E USED IN ACCORDANCE WITH
THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. SCALE: I" = 10' SCALE' I " = 10' OTEOHgYICAL RECOMMEN9?A7IOI+RS.
ti
0
0
ME=Lu
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALSGnEn ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
f20&q - DESCRIPTION.- _..__PT. _NO. 1020 - ENCC-20- I WIC - P ED UNDER OF RE NDE . � AD NG PLAN FOR.
PARKS & REC PLANS PEPAR SUPEPVISION Cots E D' APP VE :
LOCATION: _sEr_.�,_I� ANC. aRAss_ _ - ---- ---- --- __ - Z''� PUBLIC S_ .._..... - . DATE.' 7 • - - _ ._ ENIDA ESPERANZA '� O GLu
_ --- -- -- S2N 4�5L2o2-1__. D HIV - MR. _fJ�...P( .P r.. BRIAN M. AROOLDW DATE . - -- ��-- - ;�
AV w
- _. _.-_ _ ES ORVENS E WA IMMER `� `°
-.......__,__.__. r�AranRz CITY
DGP DEVELOPMENT LLG
, I�..F�. t�f►.'.�Lt' --- - ,, R.C.E.o.:...._. 7ss5i__ � -� � Q u
-•-,-•, --....._..._ _. _.._�__... -.-... RECORD FROk �_ ......... PREVIEWER _ ......... - APN: 259-231-$2 a z z ar
tv�iluow.c ...._.. .4/5/ZQ2.1. BIRI ._ j.-...�_.... l2•-31-l9 _
ELEVATION: . _jR,0. � _ DATtMM NAVOBB -- _...---- -- EXP.: _.. ....--•---_--- DATE I�1 1 .. DATE f� Za{9 cnrn
--..................._._. _-.._._..-..._..._.._..---._�---....... ___-- CITY ENGINEER DATE 1NSPECTORR i _ - - - PLANNING CASE NO. 18-124 ADR SHEET 2 0f...� %^
CAMIFF SANITATION DIS7A•IL T N IES
CARDIFF SANITATION DISTRICT SEWER NOTFS: ALL WORK SHALL BE Dove IF ACCORDANCE
WITH TW STANDARD SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION "GREEN BOOK ,
(LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARO
SPECIFICATIONS FOR PLKTC WORKS CQNSTRLCT1N (ADOPTED BY THE SAN DIEGO REGIONAL
STANDARDS COMMITTEE)i THE SAN DIEGO PEGIOYAL STANDARD DRAWINGS (LATEST EDITION)
AND THE FMLOWING SPECIAL PROVISIONS°
1. TRENCH WIDTH SHALL BE PER SDRSO NO. SP-02 UNLESS OTHERWISE NOTED. MINIMUM „a
PIPE SEPARATION PER WAS WI-01, OP 3. & 0
...
2. PIPE' AND BEDDING CONDITIONS. (A)ALL PIPE SHALL HAVE 4" MIND&W OF -Y" CRUSHED
"12
�
ROCK BENEATH THE PIPE'. (B)V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM " ° IVr G
ABOVE THE PIPE SHALL 19E SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE DRAINING w�
GRANULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C)P.V,C. AND A.B.S.
SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE SHALL � -�- "�'
BE Y4" CRUSHED ROCK. A•B.S. SOLID WALL PIPE MAY BE USED ONLY *ERE PIPE INVERT 1 77 � � r � ( 1 f�T * i
40' PVT Rp F5h#T F?LR AM
GRADES ARE 1% OR GREATER.
3. Al TER COMPLETION! OF PIPE LAYING, ALL MAIN LINE SLWEASy SEWER SERVICE LATERALS
R
AND STHU'TURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR, AIR PRESSURE
TEST SHALL BE USED UALESS OTNE'RWISE DIRECTED BY THE CITY ENGINER.
4- THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM-02. PO RED Lui ` .. _ • * ,.
IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF is ( g,4N ,''FY * }
.POUR. PRECAST MAWOLE BASES ARE ACCEPTABLE FOR USE WITH S-INCH COLLECTOR
SYSTEMS WITH CITY EICTAEER S APPROVAL,
i i•
l
5. THE caNsrRUCzrON OF a -INCH SEWER LATERAL PER 5OTTSQ NO ss o1 AND SS-02.
i. --1 - 12 - , ,.) * {
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MAN-OLE. � � _-- r . � �
G. THE CONSTRUCTION OF CONCRETE CUT-OFF WALLS SHALL BE CONSTRUCTED AS PER
SORSO NO. SP-07.
7. ALL MAINS AND LATERALS SHALL BE A MINIMUM OF 42 INCHES BELOW THE FINISHED Cx TFMAN,�.-.
GRADE. TO C AT�g WTEL
i�I, ... • , , . � * " •`' , � , � � � f`�
B. TT'E• FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK. �;�;~yy..
9. FOR SEWER LATERAL TABLE: SEE SHEET N/A. -• r fr, '
10. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK.
91. ALL DESIGN 04AMES OF SEWER MAINS SHALL BE APPROVED BY A CONSTRUCTION�S
V�` k'" i `4 ` � •;. �• v r f�W+e�(
CHANGE PRIOR TO ACCEPNCE• TAFOR PUBLIC USE. , .-
12. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION..;.:;
-'t.: fit._ _ ' .v.: .: .: •- Y '/I' u i;-F,l• i
F
13. TILE CONTRACTOR SHALL NOTIFY THE CITYs FIELD OPERATIONS DIVISION 4e HOt
IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR PRE -COP! AND INSPECTION OF PROJECT.
PHONE NO. 760-633-2770. O
n� ^i C2 A, • t-, .y. Z,• 1. fl�1`
1•1. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES
C'PAPTMOVT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS' -OF -WAY. ' I ` k * ti "r�r`0yy
• n Y. •� -may, ^:+fj': •' _
i5. THE APPLICANT SHALL WARRANTY THE PUBLIC SEWER FOR ONE YEAR FOLLOWING THE * :�'
APPROVAL OF TFE AS -GUILTS. 1Z "
15. CONTRACTOR SHALL FURNISH AND INSTALL, PER SDRSD SP-01, ITE APPROPRIATE
BURIED UTILITY WARNING AND IDENTIFICATIN TAPE ABOVE ALL PUBLIC SEWER LINES, AND
PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS. i,� =r IRIS
17. TT-E DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC ,SEWERS�i �' r €„"
TO TIE' SATISFACTION OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PLAN. x yIAY�AIN . f li 01��W_rlp� I>
18. WASTEWATER DISCHARGE PERMITS AND PLUMDING PERMITS ARE REQUIRED PRIOR TO
CONFECTION TO TFE SANITARY SEWER SYSTEM. "g E� 7
' i � ; r ?� ��`•s'' ' T ,. i2s:Q S1dLA;G... 1R5.0 � �7� '
19. ALL NEW SEWER MAINS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER J pV@fG y o
COMPLETION OF TRENCHING BACKFILL AND FINISHED? GRADING BUT PRIOR TO PLACEMENT
OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR
TELEVISION DlrPECTION. (5EE _
1
20. SEWER MA*1OLE LINING r
_
(A) NEW MANHOLES WITH 6-10" DIAMETER SEWER MAINS: THE INSIDE OF THE SEWER
MACTI 500ALL E OATETHE RE IE TNBt)O N EPDXY PROTECTIVE. LINING SYSTEM PER � � l_` qk �r� r �•_x r'��°r
(S) NEW MANHOLES WITH 12" DIAMETER AND GREATER SEWER MAINS: THE INSIDE OF THE
SEWER MAN -TOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER � to r*•� '
SECTION 500 2.5 OF THE GREEN500K.
(C) EXISTING MANHOLES ALL EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE
INSPECTED AND REPAIRED, AS NEEDEQ WITH THE LINING SYSTEM THAT MATCHES THE
EXISTING LINING FOR THAT MANHOLE, FORT MlANHKDLES WITHOUT ANY EXISTING LINING,
��
9 1r
THE INSIDE OF THE_ SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE
LINING SYSTEM PER SECTION 500-2.7 OF THE GREENBOOK. y
11�77x�
EXCEPTIONS OR VARIATIONS TO THESE MANHOLE LINING REQUIREMENTS MAY BE CONSIDERED T4 _ - i Al L -�
ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGDEER. �yA�C� gl 4r gDY Y '
21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY -� w E, t gig
f r
FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT `r � � , `, `,} , ,. f ,•'
DISTRICT. IF CREATED. r
22. MAhHHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST-IRON
TYPE WITH A 35-INCH OPENING. MANHOLE COVER INSERTS SHALL BE 24-INCH DIAMETER
WITH LETTERING CITY OF E'NCTNITAS" AND 'SEoYr=.-RiH SIMILAR TO WHAT Is INDICATED ON
:-
SDDRSD M-1. � , � � � K
NuTm
NECESSARY
TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELD AS
NEf ,.,.»• �'""�p / " '� s '•• "'"
CESSARY
CONSTRUCT SEDIMENT BARRIER AND CHAAWTZF RUNOFF TO
SEDIMENT TRAPPING DEVICE
QEuILITm NOTE
BIOFILTRATION BASINS SHALL BE EXCAVATED AAD USED AS DESILTING BASINS DURING
CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIOI=ILTRAATION
BASINS COMPLETED ONCE' FINAL SITE STABILIZATION IS ACHIEVED), PRIOR TO'�"""°'"" ' •
OCCUPANCY AND/ OR FINAL.fn¢
1
ADp.T1"IDIML NM
N 72WIlGI W 19 m,
s •w
03
�. CONSTRUCTION ENTRANCE PER DETAIL .A ,�'`'•;`. - ;:;�
I4i, 1gR:0 it r,,�� ' GRAVEL BAGS PER DETAX B vooeac sa o
g090 3 �) k •..
6 _ A SILT FENCE PER DETAIL C •j(-••X
,• -' • •~ FIBER POLLS
Ft1V X 3• i HYD ROSEEDING + •� + + +
Lo160l \ • 1 • - '
gAiN 2..SET POSTS AND EXCAVATE A �. STAPLE.. WIRE FENCING TO
pqr, 3 TAgNCH UPSLOPE F4 BY 4 IN f1d ROM ANDTHE PQST5: (OPTIDNAL)
i "...ALONG THE.LIW OF POSTS.
yC ,
��17,,,.J••.^._'. - • ice+.: , , �� p� t1 • ` ., , ��„„�„� � /� rf . �'/ �. k .
4 J
4 IN (10 CM)
Y
i 3..ATTACH THE FILTER FABRIC TO 4BACKFILL AND COMPACT THE
X t l 6 a } o f THE .WIRE FENCE AIVD EXTEND I T . Ex VA.TED SOIL.
_.1�3 �24 INTO THE TRENCH.
gWBFG 409.3 !
i
Cf 4 6'
���C�opw, S ' � + FILTER FABRIC1
'' WIRE
r f
,
DCadAlf.r C. Sep l FENCE
jsaa nor TO SCALE
f a ... .. -
i O�pgLl: � Wi
ti.. A
! y
A, SNIP 31
♦d,
' 0 Ise.
4 -A
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