2013-11740 I (Plans)H: A POET SNAIL BE 081AINED FROM THE ENQNNTAS ENGINEERING SERVICES DEPARTMENT FOR ANY NYIRK WlHNN THE STREET
RIGHT = OF- WAY.
2B. THE SiRUCIURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCLNITAS STANDARDS R V41LU£ TESTS SHALL BE REQUIRED
PRIOR TO CONSiRUCRON
3 APPROVAL OF iRENE IMPROVEMENT PLANS AS SHOWN DOES NOT CONS7I7RE APPROVAL OF ANY CONSTRUCTION OUiZE THE
PROECT BOUNDARY.
t ALL UNDERGROUND UTUTES NT]HHN THE SREFTRi0HT -(F WAY SHALL BE CONSTRUCTED, CONNECTEO AND TESTED PRIOR TO
CONSIRUCTION OF BERM, CURB, CROSS GUTiER AM PAVING
6. LOCATION AND ELEVATION OF IMPROVfNEiNIS 70 BE MET BY KRK 70 BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS
PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR NLL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EX LNG UNDERGROUND
FAL1171ES SUFTI N7BY AHEAD OF CONS7RUC71ON 70 PERMIT REWSi00 70 PLANS IF REWSK)NS ARE NECESSARY BECAUSE OF ACTUAL
LOCATION OF DOSING FACILIIES.
7 NNE CONTRAC7OR .WALL NOTIFY SAN DiEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING VWLRK NEAR COMPANY FACILITIES AND
SHALL COORDINATE HIS/HER KWK NTH COMPANY REPRESENTATIVES
NOTICE.• ALL ELECTRICAL AND GAS SERVICES Of THIN THIS PROECT ARE'INDERWOUND INSTALLATIONS'. FOR LOCATION OF
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT 79F SAN DIEGO GAS A ELECTRIC COMPANY
7REPHONE.• (800) 412 -4133
8 THE CONTRACTOR SMALL NOTIFY PACIFIC BELL PRIOR 70 STARING NORK NEAR COMPANY FACILITIES AND SHALL COORDINATE
HS110 NORK NRH CMANYREPRESENTOWS
NOTICE ALL TELEPHONE SERVICES LATHS THIS PRafCT BOUNDARY ARE ' UNDERGROUND INSTALLATIONS'. FOR LOCATION OF
CABLES AND APPURTENANCES CONTACT PACIFIC BE U.
TELEPHONE.- (800) 422 -4133
9. IT SHALL BE THE RESPONSIBILITY OF THE DEW ZOPER 70 CONTACT THE UNITY AGLNCIES, ADVISE THEM OF THE PROPOSED
i FROVEMSNN AND BEAR THE COST OFRELOCA M HFAfM..
10. ALL TELEVISION SERVICES WINN THIS PROECT ARE lAUERGROUND INSTALLATIONS'. FOR LOCAWN OF CABLES AND
APPURTENANCES CONTACT (800) 422 -4133
It PONE? SaiRC€S AND RUNS SERVING S7R€fT LIGHTS SHALL BE SHOWN ON IHE 'AS BUILT' NPR40MOT DRAWS ALL SOURCES
SHALL BE LOCATED NTHIN 1 HE DEDICAIED RIGHT OF -WAY, OR NI HIN EASEMEN75 DEDICATED 70 THE CITY OF ENCNITAS. (USED
FOR PUBLIC IMPROWMENTS)
12 NO PAVING SHALL BE DONE UNTIL EAT WG POKER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED.
I3 PRIVATE ROAD IMPROVEMENTS SHOW HEREON ARE FOR iNFORMATON OK Y. 07Y &TUALS SIGMAIiARE HEREON DOES NUT
CONSTRUIE APPROVAL OR RESPONSIBILITY OF ANY KIM FO? THE DESIGN OR CONSTRUCTION OF IHESE PRIVATE IMPROVEMENTS (USED
FOR PRIVATE IMPROVEMENTS)
14. ALL LUMINAIRES SHALL PROMS TRUE 90 DEGREE CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE DIE HORIZONTAL (USED FOR
PUBLIC )MPROVEMENTS)
15. THE CCINiRACTOR SHALL REQUEST FROM ME ENGNEERINO SERVICES DEPARTMENT A PRE- OOIVSDRUCDON MEETING AND SHALL
PRQWDE AT LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING PHONE NUMBER FOR YOUR INSPECTOR HILL BE STAMPED ON YOUR
PERMIT.
16. THE DEVELOPER 91ALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NACH 15' LNS7URBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY A REGISTERED Olt ENGINEER OR A LIGENSfO LAND SO WU.
17 RE DEVELOPER SHALL MARK RE LOCATION OF EACH SEINER LATERAL AND WATER SERVICE BY GTlISELING RTE LETTERS 'S' AND
'W; RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB.
i& THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCAWN APPROVED BY THE /NSPEC70R.
19. ALL NPK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPEMICABONS FOR PUBLIC MARKS CONSTRUCTTOVV (LATEST
EDITION THE SAN DiEGO STANDARD SPECIAL PROWS7QNS TO THE STANDARD SPECFCATIONS FOR PUBLIC WORKS CONSIRUC17ON
(ADOP BY THE SAN DIEGO REGIONAL STANDARDS COMMITIEE), AND THE SAN DIEGO REG7MAL STANDARD ORANNOS (LATEST
EDITION)
CHANGE N0.
VICINITY MAP
N1S
SITE
G NP R O V B NE N T PLA N S EV V E R N O T ES. •
ALL NORK SHALL BE HONE IF ACCORDANCE NTH THE STANDARD SPECIfICATONS FOR PUBLIC KWS CAVSTRUCNON, (LATEST EDl1TON),
TIE
NE SAN DIEGO STANDARD SAN DIEGO REGIONAL STAND RD SCYWTIEF), THE SAN DIEGO REGMAL ST NOARD DRAWS (LAS SEDiPM))NAM ONE D BY
FOLLOW SPECAL PROWSlONS
1. IRENCH 11ID7H SHALL BE PER SORSD NO SP D2 UNLESS OTHERMSENOTED
2 PPE AND BEDDING MORONS.•
(A) ALL PlF'£ SHAD HAVE 4' MINIMUM ()f 3 '(RUSHED ROpO BL7NEA)H 7tIE PPE
(88VCP AND A.B.S TRUSS PIPE BEDDING BOTTIAII OF PIPE l0 11' MINIMUM ABOVE TIE PIPE SHALL BE SAND; f4VE4
`c SHED AGGREGATE, NBBVE FREE - DRAINING QPANDULAR MATERIAL HAVING A SAND EOUfVALfNT AR 30 AR BETTER
G I?Y.0 AND A BS SO ID WALL PPE BELLXNG FROM BO0170M OE PiPE lOD 12' M/N/MUM ABOVE TTE PIPE SHALL Bf 3/4'
DSHED ROISO A.B.S SOLID WALL PIPE MAYBE USED (NV1Y NHfRE PIPE INVERT GIRALLS ARE 1X oR GREATER
3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE SEVERS SEVER SERVICE LATERALS AND SiRUC7URE5 SHALL BE TESTED IN
INE PRESENCE OF THE INSPECTOR. PRESSURE TESTSHALL BE USED UNLESS ONONSE DIRECTED BY TIE INSPECTOR.
4 THE CONSTRUCTION OF ACC SEVER MANHOLE SHALL BE PER SDRSD NO. W -01. POURED IN PLACE MANHOLE BASES SHALL BE A
MONOLITHIC POUR RAF791EDI COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE 117H 8 -INCH
COLLECTOR SYSTEMS NTH INSPECTORS APPROVAL
5 THE CONSN07001 OF 4-INCH SEVER LA7ERAL PER 5ORS9 NO'S SS-01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY
N1T0
MANHOLE.
7 ALL MAINS AND LATERALS SMALL BE CONSTRUCTED NTH 42 -INCH MINIMUM COVER.
8 THE RNAL LOCATIOII AND ELEVATION OF SE*W AND WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS
PRIOR TO ACCEPTANCE OF NORK.
9. ALL DESIGN CHANGES OI- SEVER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN NRITING PRIOR TO ACCEPTANCE FOR
PUBLIC USE
J t, :T ..� :, e.,,• :lie a J:- l7CiI�IL�L "/:'�I,TF771!1!/!FO7a,;T
11. THE CONTRACTOR "SHALL NOTIFY THE DISIR/CM FIELD OFFRATK;NNS OHVTSON 48 HOURS WN ADVANCE OF BEGINNING NARK TO
ARRANGE FOR INSPECTION OF PROECT PHONE NO 760 - 633 -2770
12 CONTRACTOR .SMALL .OBTNN.A PERMIT FROM IHE CTYS ENGINEER/NGSERVICES DEPARTMENT FOR ANYEXCAVANON #710
EN9SW CITY RIGHTS-OF-WAY
I3 THE CONTRAC70R SHALL AND HEREBY DOES alARANTEE ALL WORK FORA PERIOD OF ONE YEAR AFIER THE DATE OF ACCEPTANCE
OF THE MORK BY THE ONNER AAD SHALL REPAIR OR REPLACE ANY OR ALL SUCH MIRK, T06ETHLRR NTH ANY 07HER NDRK N6CH
MAY BE DISPLACED IN SO DON, THAT MAY PROVE DEFECTIVE /N MDRKMANSYHIP AND g MATERIALS NIHIN IRE Off-YEAR PERIOD
fROW_11A1- OIE ACCEPTANCE N T EATPENSE NHANXPER TO TIIE ONVER, EXCEPTING ORDINARY NEAR AND TEAR, UNUSUAL ABUT
14. CONiRAC70R SHALL FURNISH AND INSTAL PER SPECFCITON THE APPROWA7E BURIED U7LITY WARNING AND MWITF7CA77ON
TAPE ABOVE ALL PUBLIC SEINER LINES AND POR77ONS OF SEWER 7ERALS LOCIED NTHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS
15 FOR SEWER LAIERiAL TABLE, SEE SNEE7 3
i6. 'AS BUILT' DRANNGS MUST BE SUMMED PRIOR 70 FiNAL ACCEPTANCE OF THE PORK.
17. THE DEVELOPER MAY BE IREQCUIRED 70 GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEERS CONSTRUCTED NiHIN
EASEMENTS AND MAYBE REQUIRED 70 DEDICATE ADLLTONAL ACCESS EASHOIS TO MAINTAIN THE PUBLIC SIRS
1H WASIEW17ER DISCHARGE PERM175 AND PLUMBING PERMITS ARE REQUIRED PRIOR 70 CONNECTON 70 SYSTEM.
19. NEW SEVER MAINS LESS THAN 36' III UAM€TER SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPPOTON CIE
]RENCIOG BACOFILL .AND RN&C RADiNG BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING
CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTON. (SEE 3061.4.8)
VMEW SAMPO
SAMPO ENGINEERING, INC,
OLIVENNAINSMCif-AL WAT&9WWGENER4L POTABLE- 1NATERSYSTEIftNOTES•
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE NTH NE DETAILS AND MATERIALS AS SPECIFIED IN TIE MOST
RECENT WON OF NE OUV IWX NUNICYPAL WATER DISTRICT (DISTRICT STANDARD SPECRCATIANS AND DRANNGS FOR THE
CONSIRUCMV OF WATER MAINS AND FACIUiiES INCLUDING ALL IS ADOPTED PRIOR TO THE DISOCTAPPROVAL DATE ON
iHEV PLANS CONiRACTOR SHALL HAVE A WY OF THE STANDARD SPE07CA77ONS ON THE JOB SITE AT ALL TIMES
2 INE SUBMISSION AM RENEW OF ALL SUfIV7TTALS (SHOP DRAINNGS SIX SETS) AS- REQUIRED BY THE STANDARD SPECTICATONS ARE
70 BE ACCOMPLISHED PRIOR 70 THE PRE - CONSTRUCTION MEETING NTH THE DISTRICTS INSPECTOR
3. UNLESS OiHERNSE NOIJ COVNECRONS 70 MRNG MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY WU7DOWVS
OF EXISITNG MA11S SHALL Si MCT TO APPROVAL BY THE DiSIANCT DISTINCT SHALL BE NDTIFED TOO NEEKSMINNUM IN ADVANCE
OF ANY SHV IDONJ
4. CONTRAC70R SHALL COORDINATE NTH DISTRICT ALL ARRANGEMENTS FOR hXH -LINING TEMPORARY SERVICES PRIOR TO SHUiDOWS.
NO SHUTDOWNS WL BE SCHEDULED ON A MONDAY OR FRIDAY
5. CON7RAC701? SHALL RENEW ALL PROPOSED MWCYH NARK NTH CAVMMA A COPY OF EXEMPTION LETTER OR 7RENCHING PERMIT
IE REBUT RED, SHALL BE SUBMITTED TO 7H€ DISTRICT PRIOR 70 CONS,,IlttuuCTON.
6. NO WORK MAY BEG1 OR PROCEED NRHUDT DIRECTION OF DISTRICT'S INSPECTO4. CONTRACTOR SHALL NOTIFY RE DISTRICT
INSPECTIONS DEPARTMENT 48 HOURS PRIOR 71 THE BEGINNING OF NARK TO ARRANGE FOR INSPECTION OF THE PROECT
7. THE CONTRACTOR MUST CALL W ALERT OF SOOTHERII CALIFORNIA' 70 HAVE UNDERGROUND SERVICE URUTES LOCATED PRIOR 70
CONSNUCnON. TINS CALL WKL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR 70 ANY NARK BEING PEiTFO8Mf0 iN PUBLIC
RIGHT-OF-WAY (DIG ALERT PHONE 800- 227 -ZWI
8 ALL ENSTNG FACIURES NHICH MAY AFFECT PROECT CONSTRUCTION I E., LINE CROSSINGS LINE PARALLELING OR PROPOSED
CONNECTIONS .SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS
9 THE CONiRAC70R SHALL FURNISH AND INSTALL PER THE STANDARD SPEGRCARDNS 7HE APPROPRIATE BURIED UTILITY WARNING AND
IDEWO770N TAPE ABOVE ALL PUBLIC WRIER LINES WatI LNG WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-RAY
10 WHERE ELEVADOIIS AND GRADES ARE NOT SHOWN ON THE WATER MAiN PRLIFBF TOP OF PIPE PROFILE iS 48- INCHES BELOW
CENTERLINE OF RMSH GRADE OF STREET
It ALL DERECTONS (HCRf2DNTAL AND kERM ) -WALL BE MADE BY USE OF JUNT COUPLINGS NN 4' -"MUM MIWW PER
COUPLING (2' PER JUNT). NO BENDING (CURVING ) OF PIPE MALL BE PERMITTED.
12. MANUAL AIR RELEASES 21ALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW PINTS IN THE WATER MAIN
PROFILE. PLACE MANUAL AR RELEASES AND BLOW -OFFS WiTIHN METER BOX AND LOCATE BEHIND CURB MUSS OWNSE APPROVED
B DAR C EP L T W FIRE HYDRANIS MAY BE USED iN LIEU OF A MANUAL AIR RELEASE OR BLOW' -OFT NiO LOCATED AT
APPROVED BY THE - DISTRICT'S REPRESENTATIVE
1,£ INSTALL A ANNUM 1 -ffa WATER SERVICE TO EACH LOT METER 70 BE LOCA IED 5 -FEET FROM A SIDE LOT LINE A 3 4 -INCH
HIGH LEPER 'W SHALL BE CHISELED IN TOP OF EA1STING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CR SINGS
14. METER BOXES SMALL NOT BE PLACED NTHIN DRIVEWAYS OR SIDEWALKS MIHOUT IRE DISTRICT'S PRIOR NRIT IEN CONSENT.
15 ALL WATER SERVICES FOR IRRIG411M ,MULDPLE RESIDE A& CCPLDE. COMMERCIAL OR INOUSNIAL - DEVELOPMENT SHALL HAVE
APPROVED BACYOFLOW PREVENTION DEVICE ON CUSRWHER'S SOE OF WATER METER.
16. CONTRACTOR SHALL 77E OFF ALL VALVE LOCARONS AND PROVIDE ARMEN DIMENSIONS 70 INSPECTOR IMMEDIATELY UPON
6NSTALLAT70N OF VALVES
17 LINE YALVES *ERE REi71ARED AT STREET lNIERSECTIONS SHALL BE LOCAiED AT 71E TEE NENEVFR POSSIBLE
18. PRE HYDRANT AS APPROVED BY 7HE APPROPRI41F FIRE DISTRICT AND MEETING IRE DISTRICT'S STANDARD SP€CFCATIONS ARE
iO BE INSTALLED T LOC4TONS SPECKED BY 7FE RRE DISTRICT.
19. ALL DESGN CHANGES TO THE WA7ER SYSIEN SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN MRTNG PRIOR 70
CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE 7ES7ED IN ACCORDANCE NTH THE PROCEDURES IN THE OMAD STANDARD SPECIFICATIONS
T' TSS OF �E SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PPE, VALVES (CLOSED) AND
21. PIPELINES AND APPURTENANCES SHAM BE DISINFECTED IN ACCORDANCE NTH SECTION 15041 OF 7HE OYND STANDARD
7ECFIC477ONS PRIOR 70 77E-IN OR CYMNEC70 TO ENS77N0 SYSTEM MOTES BAC7ET aOGIC QUALITY TEST RESULTS SMALL
CONFORM 70 IRE CRITERIA SPECIFIED IN NAT SPECFICATOVf
22 CON]RACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO RMAL ACCEPTANCE OF NARK. THE PLANS -MUST PROVIDE POST
CONSIRUCTIQIV VERRCATON OF THE LOCATION AND SLEVATON OF PIPES AND APPURTENANCES
23. CONTRAC70R SHALL GUARANTEE ALL WORK FOR A PERKLT OF ON€ i YEAR AFTER THE DATE OF ACCEPTANCE FOR INE PROECT.
CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, NTH ANY OTHER WORK WCH MAYBE fXSPIACED 1N SQ
DOING T SMHHAN0 T DI ICI ORDINARY HE A , UNUSUAL ASE OR KaE OF
24. ALL IRRIGATION METERS SHALL BE SERVED NTH RECYULD' WATER UNLESS PRENOUSLY APPROVED IN WRIiiNG BY IHE DISTRICT.
25 ALL BURIED NUTS AND BaIS ON ALL RT77NGS AND VALVES SMALL BE WAX TAPE WRAPPED IN ACCORDANCE NTH W STANDARD
SPECTICATONS
S TA T EME N T O F EN G i NEE R 0 F T 1 eG R K
THE UNDfRS1G1E0 ENMM AGREES THAT THE WTARK PEWFORIEO BY THE ENGINEER SHALL COIRY MIN THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF IRE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURRIER AGREES THAT THE MK PERFORMS
HEREIN STALL BE MI ACCORDANCE 497H TFE RULES AND REGULAAONS RETXNRED BY THE CITY OF EAOWTASS TO THE EX7ENT ffMT
ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES 7HAT ANY PLANCHECK OR RENEW PERFORMED BY THE CITY OF
ENCNITAS IN 17S CAPACITY AS A ROJC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEUMINATTON BY BE CT
OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT 1HEREFORE DOES NOT RELIEVE THE
ENGINEER OF RESPONSIBUTY FOR THE PLANS OR DESIGN OF LMPROWKNIS BASED iTEIEON THE ENGINEER AGREES 70 MffgWFY
AND HOLD HARMLESS IHE CITY OF ENCNFTAS AND 115 OFRC€RS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
iNMY ARISING SaaYfROM THE NEGLIGENT ACTS ERROR, OR OM/SS/OiNS OF THE ENGINEER AND 1H1 AGENTS OR EMPLOYEES
AC7WO NNIN THE COURSE• AND SCOPE OF SUCt AGENCY EMPLOYMENT AND ARISNG OUT OF TH WORK PERFOR ED BY TIHE
ENGINEER.
SAMPO ENGINEERING INC.
1034 SECOND STREET
ENCTANTAS CA 92024
(760) 4''3 //6 -0660
BY y DATE VIII iN
VINCENT L SAMPO RCE 44113 EOYRLS 6IM12OT5
OESCRPTION APPROVED DAME BENCHMARK SCALE Of fVfI~MUNICIPAL WATERDISTMU B
I UT Ow 51ml/lA ENCNITAS CONTROL STATION ENC -20. 2.5' BRASS DIM PLANS PREPARED UNDER
Lorm7ED ON THE SOUMEST CORNER OF A CC bff
PEDESTAL FOR PRE HYDRANT ON THE EAST SIDE OF RANCHO
SANTA FE ROAD AND 100 F�TSOUT H OF EL CAMNO DEL N/A is a!
DATUM.• NA W88 ELEVATION 120.564' IGN47URtl DA 7E WNCENT L. SAMPO
eA
LEGEND
PROPERTY LINE
EASEMENT LiNE
EAISMG CONTOUR
EXISTING ELEVATTON
EXISTING SEVER LINE
EAISTING GAS LINE
MANG EL97RIC LINE
SANCUTUNE
8' PVC SEWER MAIN
5' SEWER MANHOLE
SEWER CLEANOUT
SEVER LATERAL
TRENCH RESURFACING
ABBREVL477ONS.•
AC = ASPHALT CONONETE
CO = CL'EANOUT
EP = EDGE PAK ENT
PH = FIRE HYDRANT
GV = GAS VALVE
E = INVERT ELEVATION
FL = FOWUNE
LF = LINEAR FEET
SCO = SEVER CLEANOUT
SWHH = SEWER MANHOLE
NM = WAiER METER
WV = WA 7D? VALVE
CMH = COMMUMCA17ON MANHOLE
STANDARD SYMBOL AOL14NTITY
_S- -
- -G- -
-
-E- -
SDR -35 MIN. SDRSO SP -0 S 478 LF
SORED SW-02 1 EA
SDRED SC -01, TYPE B' 0 1 EA
SORSD SS -02 - s -s -s- 3 EA
CITY OF ENCINIMS STANDARD DETAIL Z-1=1 153 LF
1048 C STREET
ENCNITAS CA 92024
MIKE Ca7W
1028 C STREET
ENOMTAS CA 92024
LENS MASSE
2218 13TH STREET
ENCNFTAS CA 92024
SIZE ADDRESSES 1048 C S7REET
ENCNFTAS CA 92024
1028 C STREET
ENCINITAS, CA 92024
2218 13TH STREET
ENCINITAS CA 92024
ASSMWIS PARCEL NO. 1- 264 - 143 -37, 264- 143 -40, 264 - 141-41
1,
ALL OF THE SDUIHERtY HALF OF THE NORTHERLY HALF OF BLOCK 86 -B OF
COLONY OF OL10HAIi1, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
ACCORDING 70 MAP THEREOF NO 326, fXED iN THE OFFICE OF IHE
RECORDER OF SAN DIEGO COUNTY, ALLY A 1885
APNk 264- 143-40
PARCEL 2 OF PARCEL MAP NO 2673, IN TE COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA ACCORDING TO MAP ON FILE IN THE OFFICE OF COUNTY
RECORDER OF SAN DIEGO COUNTY, BENG A DIKSIDN.OF A PORTION OF LOT
86 -9 AND PVffMVSOF C' STREET AND To STMT.- AS VACATED ALL IN
COLONY OF OuaffA/NS ACCORDING 70 MAP 326, FLED IN THE OFFICE OF
COUNTY RECORDER OF SAN DIEGO COUNTY.
APN.- 264- 143 -41
IRE SOUTHERLY HALF OF THE SOUTHERLY HALF OF BLOCK 868, TOGETHER
NTH THAT PARDON OF THE NORTHERLY HALF OF I37H STREET ADJQNING THE
HERENABOW DESCRIBED LAND ON THE SOUTHWEST; ALL 1N COLONY UMMIN,
IN THE COUNTY OF SAN DIEGO, STAiE OF CALIFORNIA, ACCORDING TO MAP
I EREOF NO. 326, FILED iN THE OfRCE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, ,LILY B 1 SAID EASTERLY HALF OF 8' STREET BEGIN
VACATED AND CLOSED TO THE PUBLIC USE
OMNER'S LIRA air
IT IS AGREED THAT FIELD CONDITIONS MAY REOTUIRE CHANGES TO ]IESE PLANS
IT IS fURTER AGREED RHAT TE OVER DEVELOPER SHALL HAVE A REGSIERED CIVIL
ENGINEER MAKE SUCH CHANGES ALTI7RA ONS OR A DIRONS TO THESE PLANS NHHCYH THE CITY
ENGINEER DETRMKS ARE NECESSARY FOR AiND DESIRABLE FOR IRE PffMR COWPLETION Of
THE IMPROVEMENTS
I HEREBY CERTIFY ]HAT A REGSID ED SULS ENGINEER OR - GEOLOGIST HAS BEEN OR NLL BE
RETAINED 70 SUPERVISE OVER ALL ORAONG ACT fTY AND ADVISE ON THE COMPACTION AND
M DATEOf E
I
CLARK SANDK
DA 7E.- h ^ !
COFFfhW Aw
DA7E ®2,_O� /�y
LENS MASSE
I SMPPROJECTSTATUS:• STANDARD 1
PLANNINGANDBUUNG PARKS AND RE MTION PUBUC WORKS ENCINITASMEDEPARTMENT
so
DALE DAZE
DATE : I I N I1{ ! V `• /V `
MASNH MAHER
R.C.E. NO.: 44173 3/ 10 1 14
EXP. 6130115 DATE
FARTMENTAPMVALSS I C /TYOFENCOWTAS -EN WERNVGSERi
APPR D PUBLIC IMPROVEMENT PLANS FOR
�`%/� %` SEER GLENN PRWM C �i NEE EE S Eli f►tAI �
DATE
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