2007-692 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... LEUCADLA WASTEWATER DISTRICT (LWD) NOTES LEGAL DESCRIP77ON WORK TO BE DONE
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL NOW SHAL! BE DONE IN ACCORDANCE WITH THE STANDARD A PORTION
OF THE SOUTHWEST QUARTER OF THE NORTI 4I EST IMPROVEMENTS CONSIST OF THE FOLLOWING WOW TO BE DONE ACCORDING TO 7HEsE
ENGINEERING SERVICES DEPARTMENT FOR ANY NOW WITHIN THE SPECIFICATION:, FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), 1. LWO APPROVAL OF THESE
PLANS DOES NOT RELIEVE 77-E APPLICANT, QUARTER OF SECTION .3 TOWNSHIP 13 SOUTH RANGE 4 NEST, PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC
WOWS STANDARD
STREET RIGHT -OF -WAY. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD PRIVATE ENGDNEE'R OF WORK, OR CONTRACTOR FROM RESPONSIBILITY
FOR SAN BERRNARDINO MERIDIAN IN THE CITY OF ENCINITAS, COUNTY SPECIFICATIONS AN/) SPECIAL PROVISIONS FOR IMPROVEMENT OF SLEnIVISIOM
SPECIFICATIOS FOR PUNIC WOWS CONSTRUCTION (ADOPTED PY THE THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR OF SAN OIEGD,
STATE OF CALIFORNIA, ACCORDING TO U.S. STREETS AND STANDARDS REFERENCE DRAWINGS.
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEEI AND THE SAN DIEGO AFTER CONSTRUCTION.
GOVERMENT SURVEY APPROVED APRIL !S 1861 AS DESCRIBED S.D.C. - SAN DIEGO COUNTY
OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). IN A DOCUMENT RECORDED AUGUST 4, 2006 AS
DOCUMENT S.D.W.O. - SAN DIEGUITO WATER DISTRICT
"R" VALUE TESTS SHALL BE REQUIRED PRIOR TO 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION NOW SHALL CONFORM TO THE NO. 2006 - 0556721
S.D.P. - SAN DIEGO PRECAST
CONSTRUCTION. (PUBIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY L.EUCADIA WASTEWATER DISTRICT LWO SEWER STANDARDS AND
TO THE S.D.R.S.O. - SAN DIEGO REGIONAL STANDARD DRAWDNGS
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY REQUIREMENTS OF THE STAND4 FD SPECIFICATIONS FOR PUBLIC WOWS A.M.:
3 APPROVAL OF THESE IPROVEMENT PLANS AS SHOWN DOE'S NOT ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION (GfEENB000 AND
THE REGIONAL STANDARD DRAWINGS, ^
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWO
SEWER 254- 181 -02 LEGEND:
PFROJ ECT BOUNDARY. STANDARDS GOVERN. THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND
DO NOT
MLGER( DIAD UTILITIES WITHIN THE S7HEt'T RIGHT-OF-MY 3• OSHA SAFETY OR DERS AND OSFIA CONFIN SPADE ENTRY REQUI REMENT S `SIT ADDRESS
RELIEVE THE CONTRACTOR FROM COMPLETING AN D�PENLE'NT ANALYSIS OF THE
4 ALL U
WATER NOTES ( SAN WATER DISTRICT) QUANTITIES AND COSTS ASSOCIATED WITH THE DPROVE?ENTS REQUIRED FOR
SHALL BE CONSTRUCTED. CONNECTED AND TESTED PRIOR TO SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 1435 RAINBOW RIDGE LANE
CONSTRUCTION OF BERN( CURR CROSS GUTTER AND PAVING. 1. WATER MAIMS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ENCINITAS, CA
92024 THIS PROJECT.
ACCORDING TO THE STANDARD SPECIFICATIONS OF 77E SAN DIEGUITO 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER ROTES 2. 6 3.
'
5 THE EXISTENCE AM LOCATION OF EXISTING UNDERGROUND WATER DISTRICT (WAX). THE CONTRACTOR SHALL AND HEREBY DOES DOCUMENTS ON THE uCESITE AT ALL
TIMES. NO. ITEM 6 STD. DWG. STUS SYMBOL- OTY
FACILITIES SHOWN Or THESE PLANS WERE OBTAINED BY A SEAPGTS GUARANTEE ALL WOW FOR A PERIOD OF CAE YEAR AFTER THE DATE OF O
OF THE AVAILABLE RECORDS TO THE BEST OF OUR HONDW-EDGE. ACCEPTANCE. 5. THE CONTRACTOR SHALL GUARANTEE ALL wow FOR A PERIOD OF COME
CURB 6 GUTTER G-2 7 LF
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHIM/ CN 2. UNLESS OTHERWISE ND1EZ1 ALL CONNECTIONS TO EXISTING MADE WILL YEAR AFTER THE DATE
OF FINAL ACCEPTANCE BY LWD AND SHALL RADON RIDGE ESTATES, LLC.
THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIFFD TO TAKE BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN REPAIR OR REPLACE ANY
NOW THIA MAY PROVE DEFECTIVE IN 871 NEPTUNE AVEN ZERO HEIGHT CURB N/A 151 LF
PRECAUTIONARY MEASURES LEGUITO WATER DISTRICT, AFTER PAYMENT � THE ESTIMATED ES TO PROTECT THE EXISTING FACILITY W�OMMN941P AND
/OR MATERIALS WITHIN THE ONE YEAR PERIOD ENCINITAS, CA 92024
MATED (H)ST BY 4" AC PAVEMENT OVER
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT WITHOUT EXPENSE WHATSOEVER TO LAO WA
D 5400 SF
S*DMd ON THESE PLANS. THE DEVELOPER. 6' CLASS II AS BASE MIN
3. MERE ELEVATIONS ,AAA GRACES ARE NOT SHOW/ ON THE WATER MAIN 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A OWNER
CERTIFICATE SLBOrvISICN BO,MDAR - - -
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY NOW PROFILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH LWO PEF141T FOR C96TR
XTIM AND SMALL PROVIDE A MIND"
TO BE DONE SHALL BE C OWD4ED BY FIELD MEASUREMENTS N/TS PRIOR GRADE OF STEET OF 48 HOURS NOTICE TO LWO PRIOR TO CONSTRUCTION.
LOT LINE
TO CONSTRUCTION OF NEW WOW. CONTRACTOR WILL MAKE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING LP47ERGROUND 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. APPROVAL OF THIS PLAN BY
LWO DOES NOT CONSTITUTE A THESE PLANS. EXISTING CONTOURS -255- -
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVILE AND METER REPRESENTATION OF THE
ACCURACY OF THE LOCATION OF, OR THE PROPOSED CONTOURS RE RE VISIONS TO PLANS IF VISIONS ARE NECESSARY BECAUSE BOX FOR EACHi FESIDEMIAL
LOT. EXISTENCE OR NOWEXISTEN E OF ANY L#CER GROUND UTILITY HE , IT IS FURTHER AGREED THAT T OWNER MVEL9 SHALL HAVE A
ACTUAL LOCATION OF EXISTING FACILITIES. PIPE OR STRUCTL E WITHIN THE LIMITS OF THIS PROJECT. REGISTERED CIVIL ENGINEER MAKE SUCH
GLIANGES ALTERATIONS OR EXISTING EASEMENT - - - -
6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES EXISTING
EDGE Q PAVEMENT
7 THE CONTRACTOR SHALL NOTIFY THE SAN DICS0 GAS 6 ELECTRIC CALIFOR 41A DIVISION OF SAFETY FOR ALL TRENCH WOW. 8, ALL REVISIONS TO ORAWDNGS
SHALL BE APPROVED BY THE LWO ARE NECESSARY FOR AND OESIRABLE FOR THE PROPER COMPLETION OF
COMPANY PRIOR TO STARTING NOW NEAR CO PANY FACILITIES E
7. ,STALL F]T'E HYDRANTS 2.5 FEET FROM FACE OF CUM D NO SIDEWALK
DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. THE IPROVEMENTS• CENTERLINE -
AND SHALL TINE COORD INATE HIS WORK WITH COMPANY 7. OR 7 FEET FROM FACE OF CURB WERE SIDEWALK WILL BE
FEPfESENTA T]VES. CONSTRUCTED. ONLY CONNECTIONS TO EXISTING SEWER POPE OR MANGLES SHALL I FURRIER AGREE TO C:OMMEME WOW ON
ANY DMPROVEIENTS SHOWN ON EXISTING SEVER - - S -----
ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. THESE PLANS WITHIN EXISTING CITY RIGHT- OF-WAY WITHIN 60 DAYS
EXISTING WATER ° d ° - -- - ' -°-
NO7 ALL ELECTRIC AND GAS SERVICES WiT NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW AFTER ISSUANCE OF THE CONSTRUCTION
PEFMIIT MO TO PURSUE SUCH
THIS LLATI PROJE N ARE LNLERGflOIND 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER TO EXISTING SEWER UNTIL AFTER FIML ACCEPTANCE
OF ALL WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, EXISTIG OVERHEAD ELECTRIC °-E' -
ISTALLATI(OMS ". FOR LOCATION OF gym UPSTREAM W W BY TFE LWO INSPECTORR, OR AS APPROVED IRREESPECTIVE AND ICEPEADENT OF ANY
OTHER W W ASSOCIATED WITH I
ELECTRICAL CABLES AND GAS PIPING AD 9. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY BY DISTRICT ENGINEER. THIS PROJECT
OR UNDER MY CONTROL PROPOSED SAWCUT LINE '
APPURTENANCES, CALL S.D.G.& E. OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY
TELEPHONE 1 800 422 -4133 (DIG ALERT) RIGHTS -OR -WAY. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO
O3
THE SEWER M AIN SS OTHERWISE SHOWN AS APPROVED BY r2r O � PROPOSED 4" BEARER LATERAL PFR LW7 5 -17
S
B THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO !0. THE DISTRICT REQUIRES THAT C OMPACTION TESTS BE TAKEN IWFEFE
0 pROPOSEDjg" WATER SERVICE BANG
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COGROINATE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, L Lf
IANP, MANAGER DATE
HIS WOW WITH COMPANY RE'PRESE'NTATIVES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS AND THE 11. A 2 -INCH HIGH "S" SHALL BE IMBED ON
THE CURB FACE AT EACH
RESULTS APPROVED BY THE CITY OF ENCINITAS. BEFORE THE WATERS LATERAL LOCATION BY THE CONTRACTOR. PROPOSED PCC RIBBON
GUTTER
NOTICE. RE ALL TELEPHONE SERVICES WITHIN THIS LINES A !CCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER
PROJECT BOUNDARY ARE 1NN0EAGFXXW DISTRICT OO-J rrE. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL CHRIS
SWORTWX)D, MANAGER DATE
INSTAL( ATIONS ". FOR LOCATI( OF THE WITS SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO
CAB! FU AND APPURTENANCES CONTACT 11. PRIOR 1'0 AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE THE WIFE. THE TAG OVER THE SEWER MAIN SHALL
TEAMINATF 6" ABOVE FOR RAINBOW RIDGE ESTATES LLD:
RE
PtNR;IFIC BELL. PROSPECTIVE CONTRACTORS TO OBTAIN AM CURRENT WATER A CALIFORNIA LIMITED LIABILITY COMPANY
AGENCIES STANDARDS COMMITTEES (WASC) SPECIFICATIONS. PAVING S cuss E WITH FINAL LOCATION JUST BELOW PAVING. THE TAG
TELEPHONE. 1 800 422 -4133 (DIG ALERT) OVER THE CUSTOMER END OF 17f LATERAL SHALL EXTEND ABOVE GRADE
12. THE C(iNTRRACTOa SHALL NOTIFY THE DISTRICT'S INSPEECTI. UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF STATEMENT
OF ENGINEER OF WORK
9 THE CONTRACFOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT OEPARIMENT 46 HOURS IN ADVANCE OF BEGINNING W TO ARRANGE C'ONECTIOd.
PRIOR 70 STARTING WORK NEAR COMPANY FACILITIES AND SHALL FOR INSPECTION OF PROJECT.
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS 7HE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THE
13. FILL AREAS MUST BE COMPACTED TO 9O>X, PRIOR TO PIPE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
NOTICE: ALL WATER SERVICES WITHIN THIS INSTALLATION. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSLFE AIR PRACTICES
OF THE EMGD EEER S TRADE OR PROFESSION. THE ENGINEER
PROJECT BOUNDARY ARE 114OERGROUND TEE; TED, AND TELEVISED AT THE APPLICANT / CONTRACTORS EXPENSE PRIOR FURTHER AGES THAT THE WOW PERFORMED
HEREIN SHALL BE IN
INSTALLATIONS". FOR LOCATION OF 14. APPROVAL OF THIf PLAN BY SDWD DOES NOT CONSTITUTE A TO CONSIDERATION FOR FINAL ACCEPTANCE BY LAD.
AIR TEST SHALL SE ACCORDANCE WITH THE RULES AM FEGULATIOS REQUIRED BY THE CITY
WATER MAINS AND LATERALS CONTACT REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES
AND UTILITY LATERALS. (JF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
SAN DIEGUITO WATER DISTRICT. EXISTENCE CM? NO - EXISTENCE OF, ANY UMDEAGAOLMD UTILITY, PIPE OR HLRF(MED BY THE CITY OF ENCINITAS IN
ITS CAPACITY AS A PUBLIC
TELEPHONE : 800 422 -4133 (DIG AL&T) STRUCTUF WITHIN THE LIMITS OF THIS PHOJ.ECT. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL
HAVE FINAL ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
ALL EXISTING OR PROPOSED UTT! 15. AI ! ! LISTING FA( ILITIES WHICH MAY AFFECT FINAL DESIGN I E. LINE APPROVAL BY THE LWO INSPECTOR
PRIOR TO PAVING. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
10 IT 3H;" , tE 1HE RESPONSIBILITY OF THE DF'oELOPER 70 US LINE ' ARALLELING, OR PROPOSED CONNECTION SHALL BE DW S(FFFICIENCY
OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE
CON7AC7 THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED FIELD VERIFIED ITV CROSSINGS 15. ALL NEW CONNECTIONS TO EXISTING SEAFR SHALL
BE MADE' TO ES NOT RELIEVE THE ENGINEER OF FESPONSIBLLITY FOR THE PLANS OR
.
DMPRDVEAENIS AND LEAK THE (DST OF FELC)Ci1TIDY' IF NEEDED. FXnT.TN= RYES OR SHALL BE MADE BY irISTALLDNG NEW MANAFACIUED DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO
WITHIN 10 FEET (� PROPOSED WATER MATS SHALL LE SHOW OV WYLS. STANDARD BF1 AND SPIGOT OR PLAIN END WYES AND PLAIN END INDEMNIFY
AND HAD HIARRMLESS THE CITY OF ENCINITAS AND IT:;
D4PROVEMENT PLAT LLLL7Fi1CAL AND SEWER TO CROSS L#4ZRR WATER
11 ALL TELEVISION SERVICES WITHIN THIS FR(7,.ECT ARE PIPE SPOOLS MARCHING THE ADJACENT EXISTING POPE MAY BE USED FOR OFFICERS,
AGENTS. AND EMPLOYEES FROM PROPERLY DAMAGE' OR BODILY
IM)EAGROC D INSTALLATIONS ". FOR LOCATION OF CABLES AND MAINS LFLESS GIVEN WRITTEN FERMISSMN BY SAN OIEGUITO WATER DISTRICT. IJ^FATING WYES INTO AN
EXISTING SEWER. n'AFY ARISING SOLELY FROM THE NEGLIGENT ACTS, E'FRAQRS OR
APPURTENANCE: R r]NTACT. 1'tLEPHONE.' 1 -800 -422 -4133 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN UhISSIOMS
OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
APPR OVEU BACKFLOW DEVICE INSTALLED TO THE DISTRICTS 17. IF NECESSARY DURING 7HE LATERAL CONNECTION WORK, UPSTREAM ACTING WITHIN THE COURSE
ANW SCOPE OF SUCH AGENCY AND EMPLOYMENT
IP POWER SOURCES AND RUNS SERVING STREET LIUHTS SHALL BE SATTSFACTICON AND CLEMENT WATER AGENCIES STAND COMMITTEE FLOW! IN 7HE LXISTING SEWER
SHALL BE TEMPORARILY PLUGGED AND AND ARISING OUT OF THE WOW PERFORMED BY THE ENGINEER.
SHOWN ON THE 'AS-WILT" DMPRROVEWNT DRAWINGS. ALL (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTAL I ED DIRECTLY BY- PASSED BY PU4OINo OR PUMPER
TRUCKS FOR DISPOSAL TO A
SOL1R(Z' SHALL BE LOCATED WTP`T*' 'HE DEDICATED RIGHT -OF- OUTSIDE CITY u,: 1. Y RIGHT -O= -WAY OR OUTSIDE NAT .4 DISTRICT r y " " LWD SEER. IN
LOCATIONS W'TH SIGNIFICANT LPSTRF"'I
WAY O; WITHIN EASEMENTS DEDICA7LU TO THE CITY OF EASEM ENT. REPAIR M4AINTENANCE AND ANNUAL TESTING OF BACKFLOW hLuK LWO MAY REQUIRED TEMPORARY PROVISION
OF DUTY AND BYP•AbS
ENCINITAS. DEVICE ARE RESPONSIBILITY OF OWNER. EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO U/MMNED BY.•
BYPASS SHALL BE ALLOWED.
WILLIAM JETIN
13 NO PAVIG SHALL BE DONE UNTIL EXISTING POWER POLL; / 17. MINIM., HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE RCE
Nb.
RRLLOCATED OUTSIDE TrE AREAS TO BE PAVED. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 18. FOUR CONNECTION OF PLAIN END TO PLAIN END PVC
SEWER REPAIR
COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL PASCO ENGINEERING INC.
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE 1B. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION MEN PARALLELING WATER REOUD19ENTS
AND OUTSIDE DIENRSIOV AS THE PIPE' BERG REPAIRED. 535 N. LEAST HIGH#VAY 101
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE gAyICES, PVC SEDER REPAIR COUPLINGS SHALL BE PAR G,ASRCETED WITH NO SOLANPA BEACH CA,
9F' :•,
FIELD. CENTER STOOP. PIPE EN/1S SHALL BE THOOUGHiY CLEANED FrJoRR TO
19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY INSTALLATION OF TERM RPAIR COUPLING (S). THE REPAIR COUPLING SHAM. PE
1507
15 ALL SIGNS TO BE ALUMILM WITH 3 FOOT HIGH INTENSITY TYPE EXISTING WATER FACILITY (FIE HYDRANT. VALVES, VALVE BOXES ETCJ BE SLIPPED ALL
THE WAY ON TO ONE PLAIN END PIPE THEN THE PIPE L :J
FRFFLECT,rVE FACE OR EQUIVALENT. THAT ARE EFFECTED BY THEIR FR),ECT. A04ODNGIN PIPES SHALL BE ALIGNED TOGETHER AND THE PCPAIR COUPLING
r• 20. CONTRACTOR TO SUPPLY DOCUMENTA END PIPES. PVC SEWER REPAIR COUPLIGS SHALL BE AS M
TIId SHOWING THAT ANY ASBESTOS SIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN 1H E TWO PLAIN
16 LDNT!,ACrTOR SHJJ- REQUEST FROM THE ENGIEERDMD SERVICES DEPT. CONTRACTOR
PIPES REMOVED FROM THE G TION TEFL DISPOSED ( E A ANArACTUED
A RECONSTRUCTION MEETING AND SHALL PROVIDE Al LEAST 48 WARNER ACCEPTABLE BY THE SAN DIEGO C WASTE DIVISION. BY PW PIPE OR EQUAL APPROVED B1 THE
LWO DISTRICT ENGIELA.
HOURS OF N'RTIE FOR SUCH A MEETING. (633 -2770)
21. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS 19. PVC OR VITRIFIED (LAY PIPE (VCR) SEWER PIPE AND WYES MAY BE
USED TO
17 ALL CUT AND FILL SL(WS OVER THEE (3) FEET CREATED BY WITH HIGH DEFLECTION COUPLINGS AM INTEGRAL BELL END PIPE FOR CURVED TIE-DV TO EXISTING
VCP. FOR CONNECTION O REPAIR 0: PLAIN END VCP
GRADING FOR STREETS AND DRIVEWAYS : HALL BE HYDR05Fr'ED ALIGNMENTS IN BOTH ;-0RIZCNrA! AND VERTICAL DIRECTIONS. DO NOT BEND TO VCP OR VCP TO
PVC; A FOMAC INDUSTRIES, INC. STYLE 501. OR APPROVED
WITH CI7Y OF ENCINITAS APPROVED HY[ AOSEEO MIXTURE. PIPE BETWEEN COUPLDNGS. SAW CU( INTEGRAL BELL END OF STANDARD PIPE EQUAL. STRI 'MHT OR TRANSITION
C(((HUG SHALL BE USED WITH A GASKET
HYDR" - DED SLOPES SHALL BE IRRRIGA;ED CY I•'A1LA TRR" v AND BEVEL END FOR USE WITH DEFLECTIDN COUPLINGS. USE 95-F007 PLAIN RANGE FOR; EALH
END OF THE COUPLING TO MATCH THE OUTSIDE' DIAMTER
UN1 JL THE MIXTURE GERMINATES AND S IOWTH IS ESTABL154-tu. END PIPE LENGTHS WITH DEFLrr%TION COUPLINGS FOR ALL RADII BETWEEN 140 OF THE PIPE ON THAT
SITE OF THE COUPLING BEING JOINED. THE CENTER
rFET TO 270 FEET. USE 19 -FON! ' , "I! FhO PIPE LENGTHS WITH DEFECTION RIGS SHALL BE DUCTILE MON PER ASTM A536, GRADE 65 -45-12 AND
SHALL pa
18 f! L LUMINAIRES SHALL PROVIDE TRUE COI CUTOFF, AND ALLOW COUPLINGS FOR ALL RADII BETWEEN 270 FLLT TO 560 FEET. USE AN INTEGRAL BE PROVIDED
WITH 16 MILS FUSION BONDED EPDXY COLOR COED TO THE yRy vo yy
NU ESCAPE OF LIGHT ABOVE THE HORIZONTAL. BELL END PIPE LENRbiH JOINED TOGETHER W17H A 19 -FOOT PLAIN END PIPE TYPE OF CONNECTING PIPE.
GASKEYS SHALL BE SBR PER ASTM D2000 M8A710, 8
LENGTH TO FORM A CHORD. USE u.FLECTIOV COUPLINGS ON EACH END OF THE C PFIOLMDEO FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL
19 PRIVATE ROAD IMPF, ' iCNTS SHOWN HEREON ARE FOR DNFOR947 ION CLOD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT BE TYPE 316
STAILESS STEEL.
ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITL FOR ALL RADII 6LTWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THIN
APPROVAL OR RESPONSIBP ITY OF ANY KID FOR THE DESIGN O 9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT I: 20. FINAL APPROVAL
OF PLAN BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF ^
CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) REPRESENTATIVE. TIME Nt)T TO EXCEED ONE Y EAR FROM APPROVAL DA TO START OF
20 CO CENI,RATED FLOWS ACROSS DRIVEWAYS AND IOTA SIDEWALKS SHALL NOT OF CONSTRUCTION THE DEVELOPER SHALL L IMIT
RESUBMIT THE PLAN (HiEC7C0 START
22. CONTRACTOR TO COMPLETE W�#K LRN�R IIVraPFi 1JuN BY SAN DIEGUITO WATER
BE PERRM'TTED. DRAINAGE SHALL BE TRANSMITTED UMDERR SIDEWALK DISTRICT. SAN DIEGUITO WATER DISTRICT 10 SHUTDOWN WATER WITH TWO WEEKS TO THE DISTRICT
ENGINEER FOR AN URDATEO REVIEW! AND APPROVAL.
THAOU G41 FACE OF CUW TO GUTTER IN PUBLIC STREET. NOTICE. ANY CHANGES REQUIRED TO THE PLANS SHILL BE MADE AT THE
a
DEVELOPER EXPENSE AND APPROVEn BY THE LWO DISTRICT ENGDEER
21 7HE OFVELO'FR SHALL BE FE9 THAT ANY MOFtiJUMENT OR BENCH PRIOR TO THE START OF CONSTRUCTION.
MAW WHICH IS DISTLRBED OR DESTROYED SH" J.J RE- ESTABLISHED S
AND REPLACE .1 A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR. Blvd.
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 'S"
AND "W". RESPECTIVELY. 2 I CI ES HIGH INTO THE FACE OF THE
Cam. tSSrqq��,,��
23 L (CfB IN A
MANNER AND LOCATION APPROVED BY THE INSPECTOR
As Erna nWwRTaAMrr swrr nUcRrro wwTM DrsTRIc.-r rwCAnrw wA.4r$wwTBA nrsr. ws FUMX nor. BiMrcDrrrws pwRrs RBfleawTIM nBpT.
a U I L T S r 1C11 rl l 1 lrf `C Exp. . !2 CD X
APPROVED APPR . O 11 VED APPROVED APPROVED APPROVED "l NTS it >}
BY:_ ,� BY: W C7�� -- BY: rl BY: BY' W.7us INSURTER DMA
DATE: t l�JS,�o7 DATE «�6� DATE: �1I1I0� ATE: /1Z9�/J 2 R.C.E. Wi'H'
DATE: -T EIP 12 -21-01 ,
SIGNATURE EXPIRES 2 YEARS AFTER DATE
REVISIONS A M E FERENCE S DATE [ SCAT$ K AMM & B UHMM � By AFMOVAM C'1TY OF ENCQIITAS ENORGUM INO DEPARTMENT
I RAWM NO. TOL
CITY OF ENCINITAS PLANS PR PA O UNDER THE SUPERVIS ON OF RECOMMENDED" AP PR PLANS FOR THE IMPROVEMENT OF
,at CONTROL FOINT FEV AY: ,
1002 PER ROS 18416 HORIZONAL NIA � DATE: BY: BY: SEASCAPE ESTATES,
VERTICAL N/A -- R.C.E. N0. 68964 DATE: HI 120 O DATE: IG 1 435 RAINBOW
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