2006-396 I (Plans) -
avow
ANU N00 SAN TO WATER WXff NAM? #00
DOM rTi '' IXSTRIOT L4 LE6EA10 + SAM QM17TY
1. ALL WORK SHALL BE DONE IN ACCORDANCE WTI THESE PLANS THE I• WATR MAINS LATERALS M APPURTEMANCES .MALL BE Cl TRDC7fD ACGa?DYNG TO
PROPERTY LINE
STANDARD SPEGFICANONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN THE STANDARD SFEMAT OF THE SAN DIEGUITO NAIER DISTRICT. THE CONTRACTOR CAW $ IINITAifQN DVWT
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 7HE SAN DIEGO SHALL AND HEREBY DOES GUAANIEE ALL MW FOR A PERIOD OF ONE YEAR AFTER THE
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM DATE OF ACCEPTANCE ALL MW SHALL BE DONE ACCORDANCE NN THE STANDARD SPECFRCA7/ONS FOR PUBLIC
RIGHT OF WAY
SHALL BE APPROVED BY THE CITY ENGINEER PR /0R TO ANY REQUEST FOR WORKS CONSTRUCDDN, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISKXJS TO
R
INSPECTION 2 UNLESS TOR, UND NOTED ALL CGkNNfCT F SA TD EXSRNG MAINS NIL BE MADE BY WORKS CONSTRUCTION ADOPTED BY THE SAN
DIE CONTRAC UNDER THE 51IPERV1S1dN OF SAN D/EGUITO WATER GSTTRICT THE STANDARD SPECIFICATIONS FOR PUBLIC , AFTER ( EXISTING
CONTOUR
YM
-_ -
PA 40r Of THE ESTIMATED COST BY THE OWNER/D£kELOAER CGNTRACTGN STROLL DIEGO REGIONAL STANDARDS COAltiMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWIAIGS
2 A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC COORDINATE WITH GS'NCT ALL ARRANC&ENTS FOR- HIGH- DMTNG, TEMPORARY SERMCES, (LATEST EDIRON) AND THE
FOLLONNG SPECIAL PROVISIONS:
WORKS FOR ANY WORK VNIHIN THE STREET RIGHT -OF -WAY. ETC, PRIOR TO SHVIDOWN
S-4 UNLESS UNLESS 01HERNfSE NOTED
I. 1RENGl NND]H SHALL BE PER SDRSD N0. 12' fi!GP STORM DRAIN :.:j" ; - ° ® -n- °��-� SO SD -
. -
J. THE SNUCTIRAt SECTION SHALL BE IN ACCORDANCE NTH THE GTY OF J WHERE €LEYA)1gNS AND GRADES ARE NOT SH M ON THE WATER MAIN PROfff,, TOP
PVC cores, crlo-sr 2
ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. STORM DRAIN CLEANOUT ,
OF PIPE PROFILE IS 48 INCHES BELOW CENTER LINE RANSH MADE G' STREET 2. PIPE AND BEDDING CONDI NXNS T "" '" "
�- SO -
„ ,. ` RR,99 " " ry
4. APPROVAL OF THESE IMPROVEMENTS PLANS AS SHOWN DOES NOT 4 ALL SERWCES TO ME CONSTRUCTED CLEAR OF OIAFOAYS 1NPE (A) ALL 57MAU 4 MlN1MUM' OF 314 INCFI
CRUSHED ROCK BEttEATN THE PIPE '` J:0
CONSRTU7F APPROVAL OF ANY CONSTRUCTION OU79D€ THE PROvfCT BOUNDARY. 5 CANNACTIR TO FURNISH ONE INCFI COPPER WATER SERNCf AND METER BOX FOR (B) V..C.A AND A.8.S TRUSS
PIPE BEDDING FROM 80TTOM OF PIPE TO 12 INCHES MhWUM ICY S M " � OR O
EACH RE9001RAL LOT ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE NARVE FREE - DRAINING Af'F MG) EQViVAL
EA T -
5 ALL UNDERGROUND UTLIBES W INN THE STREET RIGHT OF SHALL BE GRANULAR MATERIAL HA A SANG EQUIYALENT OF 30 OR BETTER. ABI
NAWNS
CONSTRUCTED CONNECTED A 7ESTED PRIOR TO CONSTRUCTION OF BERM, , 8 CONTRACTORS SHALL ACQUIRE A ]RfNCHNG PERMIT FRIAR THE CALIFORNIA (C) P KC AND A.B.S SOUR
WALL PIPE BEDDING FROM BOTTOM Of PIPE TO 12 /NL'HES
CURB, GROSS GUTTER AND PAVING DIVISION OF SAFETY FOR ALL TRENCH A. UNNUM ABOVE THE PIPE SHALL BE INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE
TG = TOP OF GRATE
6. THE EXISTENCE AND LOCATION OF EAISRNO UNDERGROUND FACURES SHOWN USED ONLY WNHERE PIPE INERT GRADES ARE 1Z OR GREATER. E = INVERT
EIEVATM
7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE CURB E NO SIDEWALK SO = STORM DRAIN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO EXISTS OR 7 FEET BEHIND WNHERE SIDEWALK KL BE CONSTRUCTED. J. AFTSR COMPLERON OF PIPE LAYING,
ALL MAIN LINE SEWERS, SEWER SERWCE LATERALS
THE BEST OF OUR KNOKEDGE THERE ARE NOT OTHER EXISRNG FAGLINES
EXCEPT AS SHOWN AND STRUCTURES SHALL BE TESTED IN INf PRESENCE OF THE INSPECTOR AIR PRESSURE
TO TAKE PRECAUTIONARY
WN ON THESE PLANS HOWEVER, N CONTRACTOR IS
EXISRNG FACILITY SHOWN €D 8 PROWDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINT IN WATER MAIN TEST SHALL BE USED UNLESS OTHERWNSE DIRECTED BY THE INSPECTOR.
TIONARY MEASURES TO PROTECT ANY SHO
HEREON AND ANY OTHER W'H1CH IS NOT OF RECORD OR NOT -WW ON THESE 9, CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF 4. THE CONSTRUCTION OF P.C.C. SEWER
MANHOLE SHALL BE PER SDRSO N0. S -17 POURED
PLANS ENCINITAS FOR ANY EXCAVATION WITHN EXISRNG CITY RIGHTS -OF -WAY. IN PLACE MANHOLE BASES SHALL BE A MONOUIMC P06W RNISIH€D COMPLETE AT RME OF
7 LOCATION AND ELEVATION OF MMPROVEMENTS TO BE MET BY NOW TO BE 10 Tf DISTRICT REOUNES THAT COMPACTION TESTS BE TAKEN WNHERE WATER POUR. PRECAST MANHOLE BASES
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUC 90 UNES ARE NSTALLED WITHIN EXISRNG COUNTY RIGHTS OF -WAY, CITY OF AC(�P #ANtE POR BSE`1M�iF� H
COLLECTOR SYSTEMS N4TH NMSPECTQRS APPROVAL
OF NEW WORK. CONTRACTOR WNLL MAKE EXPLORATORY EXCAVATIONS AND ENCINITAS RIGHTS -OF WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED 5 THE CONSTRRUCTION OF 4 -INCH S£I#ER
LATERAL PER SDRSD NO'S 5 -13 AND S -14
LOCATE EXISRNG UNDERGROUND FAGLITES SUFFIUENRY AHEAD OF BY THE G 5 TY OF ENCINITAS, BEFORE THE WA7ER LINES ARE ACCEPTED AND A T H E C SHAD NOT DISCHARGE
DIRECRY INTO MANHOLE.
CONSTRUCTION TO PERMIT REVISIONS TO PLANS /F REWSIONS ARE NECESSARY COPY SENT TO THE SAN DIEGUIlD WATER DISTRICT OFFCE
BECAUSE OF ACTUAL LOCATION OF EXISRNG FACTURES
It PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SORSD NO. S -10, TYPE A.
8. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC PROSP€CRVf CONTRACTORS TO OBTAIN AND REWEW CURRENT N
SA DtEGUT
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILIRES AND SHALL 1 O 7. ALL MAINS AND LATERALS SHAD BE CONSTRUCTED WITH 42 -INCH
COORDIYA]F HIS WORK NTH COMPANY REPRESENTA'TIES
WATER DISTRICTS SPECIFICATIONS MNMUM COYER.
9. THE CONTRACTOR SHALL NOTIFY THE PACIFIC 7ELEPHONE COMPANY PRIOR TO 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 8 THE FINAL LOCATION AND
ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHAD
STARTING WORK NEAR COMPANY PAUCITIES AND SHALL COORDINATE HIS WORK 4B HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF BE SHOWN ON ORIGINAL AS -BURET PLANS,
PRIOR TO ACCEPTANCE OF WORK �
WITH COMPANY REPRESENTATIVES NOTICE ALL TEL EPHONE SERWCES NNRHIN PROJECT.
9 ALL DESIGN CHANCES OF SEWER MAINS SHALL 8f APPROVED BY THE DISTRICT ENGINEER \
THIS PRO ECT BOUNDARY ARE UNDERGROUND INSTALlAROIV FOR LOCATION 13. FILL AREAS MUST BE COMPACTED TO 90.E PRIOR TO PIPE 1NSTALCATGN. IN WRIM PRIOR l0 ACCEPTANCE
FOR PUBLIC USE.
OF CABLES AND APPURTENANCES CONTACT THE PACIFC IELEPHONE COMPANY. \ \ /
7ELEPFlONf 1 -600- 422 -91 3 14. APPROVAL OF THIS PLAN BY SA DOES NOT 00NSTITU AOILNA
TE A fO RU AREAS ^MUST BE C W WX PRIOR TO PIPE INSTALLA 7IThi \ \\ � .� � 3
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE
RfPRESfNTATON
1 AS TO THE ACCURACY OF THE LOCATION OF, OR ])NE \ �" "'
0. €XIS1riN£RGRGJUND URLITY PIPE OR It \ "' �\ �� //"
THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVSADN 48 HOURS 1/d \
URUIY AGENCIES, ADVISE THEM OF TM€ PROPOSED IMPROVEMENTS, AND BAR EXISTENCE OR NON-EXISTENCE OF ANY U
STRUCUIRE (THIN THE LIMITS OF TNIS PRO ,ECT
ADVANCE OF BEGINNING WORK 10 ARRANGE FOR INSPECTION OF PROCT. t 6
THE COST OFR €LOCA PONS, IFNEEDED. PHONE NO 633 -2770
15 ALL EXISRNG FACIUT €S WHICH MAY EFFECT FINAL DESIGN, I.E., LINE
11, ALL 7ELEW90N SfRWCES WITHIN INIS PRMCT ARE UNDERGROUND CROSSINGS, LINE PARALLELING OR PROPOSED CONNECRON SHALL BE RELD �/
12. CONTRACTOR SHALL STAIN A PERMIT FROM THE GIPS ENGINEERING SERWCES
tNSIALLARANS ° FOR LOCATION OF CABLES AND kPPURTANCfS CONTACT VERIFIED. ALL EXISTING OR PROPOSED UTILIRES CiOSSINGS OR WIFiJM 70 FEET / f
/ ! 1\
APPROPRIATE COMPANY. OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS DEPARTMENT FOR ANY EXCAVATTGIN WITH EXtS]ING CITY RlGH75 OF WAY. i
, PROJECT SIIE / / 1
ELECTRICAL AND SEWER TO GROSS UNDER WATER MAINS UNLESS OVEN WNi'IT7EN 13 THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL .00 WORK
FOR A PERIOD OF /
12. )FIE CONTRACTOR SHALL REQUEST APRE- CGANSIRUCNON MEERNG FROM PERMISSION 8Y WATER DISTRICT TANCE OF THE WORK BY THE OWNER AND SHALL N\
/
THE CITY ENGINEERS OFFICE AND SHALL PRO WOE AT LEAST 48 HOURS NOTICE ONE YEAR AFTER THE DAIS OF ACCEP IN WORKMANSHIP AND /REPAIR OR REPLACE ANY OR ALL SUCH
WORK, TOGETHER WTH ANY OTHER WORK WHICH
FOR SUCH A MEERNG PHONE N0. 633 -2770 A WATER ACKRO D E 1 TO COMMERCIAL T E DI S NTT SHALL HAVE AN MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECRVE GR
APPROVED DEWCE OW DE INSTALLED TO THE DISTRICT'S SACITY OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM DA 7F OF ACCEPTANCE WITHOUT EXPENSE
/
CI PRIVATE ROAD IM 7UN SHOWN HEREON ARE FOR FF ORMARON ONLY. BACKFLOW DEWCES ARE TO BE INSTALLED DIRECRY OUTSIDE CITY OR COUNTY W M S{Ea TO THE DOW EXC €PANG ORDINARY
WEAR AND TEAR, UNUSUAL ABUSE OR 1 / ,s e LNVE DATA M&E
CITY OFfTGALS STGNA1URf HEREON DOES N07 CONSTRUE APPROVAL OR RICHT- OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE NEGLECT
R€SPONSTBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE AND ANNUAL TESTNG OF BACKFLOW DEWCES ARE RESPONSIBILITY OF OWNER. �/
LINE LENGTH BEARING
PRIVATE IMPROVEMENTS (IF APPLICABLE) 14. CONTRACTOR SHALL FURRNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE /
17. MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN FIRE BURIED URLITY WARNING AND IDfNNfTCATON TAPE ABOVE ALL PUBLIC SEWER LINES, AND / \
o i- Ll 100.05 N6648'00'E
-
NORCE ALL f(EC7RICAt AND GAS SERWCES WIi]HIN THIS PROJECT ARE HYDRANTS AND SA0.&E. VAULTS POR17ONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS
� \ � / / L2 69.93 N2377'WW
UNDERGROUND INSTALLATIONS ° FOR LOCATION OF ELECTRICAL CABLES AND \ / L3 4805 N664624 "E
CO MPANY TELEPHONE: 1 _
GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC 18 URURES TO MAINTAIN MINIMUM 5' SEPARATION WNIEN PARALLELING WATER 15 FOR SEWER LATERAL TABLE, SEE
SHEET 2. \ /
C 800 _ 2 -41 ? SfRWCES 4 33 LL 5 \N2071O1 " W
16. AS BUILT" DRA#WNGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK . CURVE DATA TAME 022 20J 19 N66.48'00T:
19. CONTRACTOR AND DEVELOPER IS RESPONSIBLE TO RELOCA7E ANY EXISRNG CURIE RADIUS DELTA LENGTH 6 moo N66'48'00 "E
WATER FACUTY (F. H, METERS, VALVES, VALVE BOXES, ETC.) THAT ARf 17. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TD MAINTAIN ANY
Cl 2035.00 0142'02" 60.40 ° EFFECTED BY ITS PRO�CT. PUBLIC SEWERS CONSTRUCTED NNTININ EASEMENTS AND MAY BE REQUIRED TO DEDICATE
7 6Fl TB N16TI6O3'W
A00I770NAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS
20. CONTRACTOR TO SUPPLY DOCUMENTARON SHOWNNG THAT ANY ASBESTOS KEY lVNA1P
WATER PIPES REMOVED FROM IN€ GROUND WERE DISPOSED OF IN A MANNER 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMI7S ARE REQUIRED PRIOR TO
ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIWSION CONNfcm TO SYSTEM. SCALP. 1' =40
21. USE THE FOLLOWING VARIOUS COMA TONS OF PLAN! END PIPE LENGTHS 19 NEW SEWER MAINS LESS THAN 36 INCHES IN DIAME7£IR -WALL BE INSPECTED BY CLOSED
D ?S #WAN MARSW BUTLER AID RASE HELEN BNRER IRUSTEES OF THE
W11H HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED CIRCUIT 7ELEW,70N AFTER COMPLETION OF TRENCHING BACKFILL AND RNISHED GRADING BUT
WILLIAM MARWALL BU77E7R MOST AND THE DIANE HELEN BUT.E'R NW
AUGNIIENTS IN BOTH HORIZONTAL AND VERRCAL DIRECRONS DO NOT BEND PIPE PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR
UNDER AGREEMENTS DATED FE W 11, 1985
BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND SHALL PRONOE FOR 7ELEW51011 INSPECTION. (SEC. 306- t4.8).
8£IEL ENO FOR USE N7H OfFLECTON COUPLINGS USE 9.5 -FOOT PLAIN END SIZE ADDRESS 1393 S4#4( -1J0 AV&VUl
PIPE LENGTHS WIN DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO CARDIFF, CA 42007
270 FEET. USE t9 -F0OT PIPE LENGTHS WHH DEFLECTION COUPLINGS FOR ALL
RADII BETWEEN 270 FEET TO 564 FEET. USE AN INTEGRAL BELL END PIPE ASZ'3SOR'S FARM Na: 280- 620-86
LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH TO FORMA
CHORD USE DE LEGAE DESI '' N' THAT F'ORTt OF LOTS 1 Afi912 (i€ST HALF t& IIMf
FLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE L ST ,7 OF SE C T ION PO 22, TO t� t3 GE 4
THIS COMBINA PON THROUGH THE CURVED ALIGNMENT FOR ALL RADII! BETWEEN BERNARDIVO N TIE GIN 2 ENCINITAS �WSAN D�GCf
� OF FEET TO 1,150 FEET
PIPE LENGTHS SHORTER THAN 9 FEET NIL NO7 BE STA1F1//ENT T EIVGW R OF Nf' 1( CALIFORNIA, TO THE UNFJED STATES
T SIANVEY A/
USED UNLESS SPECFICALL Y AUTHORIZED BY THE DISTRICTS REPRESENTA TVE 19, 1881, TOGETH ` THAT PfO I16W Of LOT 12fmwc
S 7HE UNDERSIGNED ENGINEER AGREES THAT THE MW PERFORMED BY THE ENGINEER SHALL OF NE NORTHWEST
LP SECTION 13 SDUTFI RAN 4 COMPLY WITH THE G€NERALtY ACCEPTED STANDARDS AND PRACTICES OF 7HE ENGINEER'S SAN BERNARDIND I2TY OF , CO NTY OF SAN STATE
TRADE OR PROFESSION. 7HE ENGINEER AURNER ACRES THAT INE HORK PERFORMED OF $ ' O:3 � T SURVEY
APR# i£A
HEREIN SHALL BE IN ACCORDANCE W I H THE RULES AND REGULATIONS REQUIRED BY THE 1881
CITY OF ENCINITAS 7HE ENGINEER AGREES IRA ANY PLANCHECC OR REWEW PERFORMED
BY THE CITY OF ENCINITAS IN I7S CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
Q PREPARED BY THE ENGINEER IS NOT A DETERMINA'PON BY IRE CITY OF ENCINITAS OF THE CWFMW CDAWOM M4 -1677
atwM 7ECHNICAI MCIENCY OR ADEQUACY OF 7HE PLANS OR DESIGN, AND IT THEREFORE
DIES NOT RELIEVE NE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF DINVE#P
IMPROVEMENTS BASED THEREON THE ENGINEER AGREES 70 INDEMNIFY AND HOED
:
f HARMLESS THE CITY OF ENCINITAS AND ITS OFR09N AGENTS AND EMPLOYEES FROM
SANTA DR / PROPERTY DAMAGE OR BODILY INJURY AR19VO SOLELY FROM `THE NEGLIGENT ACTS
IT lS- AGREED THAT R£LD CONDL7IONS MAY REQUIRE CHANGES TO THESE HNANS
U Si: S Mli PL• VINCEN SAM DATE
ERRORS GR OMISSIONS OF THE ENGINEER AND HISSN AGENTS OR EMPLOYEES ACING
WITHIN E CGIIRSE AND SCOPE SUCH AW AND EMPLOYMENT AND ARISING OUT OF IT IS FURTHER AGREE D THAT THE OWNER1tT
VELOFER SHALL Hk#E A REGIS
Z SAMPO ENGINEERING INC. THE WORK PERFORMED BY TIE ENGINEER ENGINEER MARE SUCH CHANGES kLTRA CIS ldR TIONS lO
SE C TY
Nt 1034 ENGINEER DETERMINES ARE NECESSARY FQ�' AND DESMAHTE F
p 7HE IMPROVEMENTS
a 1034 SECOND STREET W¢11t78 TW ENGINEERING, INC. WE HEREBY �7TFY THAT A REGISTERED
S01LS ENGtR ER OR GY< AS Wkl
BE OR BE
ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT PARKS AND RECREATION DEPARlME: BLIC WORK D RTMENT ENCINITAS, CA 92024
RETAINED TO SUPERWSE OVER ALL GRADING ACTIWTYAND ADW (#" CG# AC70M AND
(760) 436 -0660 STABILITY OF THE SITE:
E/
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/ BY VNCE L SAMPO RCE 44173 DALE �o WN AM M BUTER, TRUSTS € H. BURER, 7RU5 Z
I�CINI TYY MAP S" ' : /og -/Z r� o� d
DATE SIGNATURE DALE ATURE DATE SIGNATURE
)HE WILLIAM MARSHALL BUTLER TRUST & THE DIANE HELEN BURET )RUST
GN D .
SIGNATURE EXRIR €S TWO YEARS FROM DAIS MCD DATED FEBRUARY 11, 1985
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING do BUILDING OEM By WAN BY arEMII By z
o
S oB VLS APPROVALS CITY O F E NCINITAS ENGINEERING DEPARTMENT DRAWING NO. w
S �
TORM RA11 A/ /l 0 CITY OF ENCINITAS SUM Y CONTROL POINT NO. 1041 PLANS PREPARED UNDER SUPERVISION OF IMPRO MENT PLAN
FOR: a
STATION ENC -41. 2" IRGAV PIPE W/ 2.5' CITY Of €NCNITAS
RECOMMENDED APPROVED
- BRASS DISC LOCATED IN A RURNOIUT ON TFIE EAST SYDf OF 1 " =10'
DATE : 9
S NAPTH8DUND HWY 101, 0.5 MILES NORTH OF CHESIERRELD DRIVE.
KELoCA¢t L 10 _ /G O v
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13 � 54 ELl ,T0 AVDWE 396 -1 U) "
_,�,,, _ c� R.CE. N0.: 44173 ^ ^ / U) g}
GLEAA)00T (SI+T 2 ELEVANG'N.• 71.463' DATUM.• NGW29 SIGNATURE DATE ENGINEER L. WOW EXP. 6/30f09 BY : / V / I �� o 9!--
BY : -
EMGYN£fR OF WORK DALE : 9.111 (1-� DALE
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MODIRCADONS TO THIS PLAN ARE �,
fX1STTNG r NECESSARY. T� R C ._. =++ �. EXISTING DRaIAtAGE EASEMENT CONTRACTOR TD VERIFY EXACT LaCAw AW
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C CR ' CA No 4t99$' RECI,NNDED SEPTEMBER 25 2D97 '! I ELEVARON 01 IXISTTNG UNDERC,6OUND UTILITIES AND
LB / ON €ll H �-. / AS DOC. NO. 1007- 0625376 Of ; j EXIST WALL FOOTING PRIOR ID START
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A BATE 1 J J .Ji .� P OFFICIAL RECORDS RON THE ENS(NEER dF N7JRK'sHal1 BE I
VINCENT SAW A.: (tE 12 RCP OUT 4Bij w ° 711TED ANY DISCREPANCIES NTH THIS PLAN o
SAMPO ENGINEEi2ING, INC. I
C �& AND IF ANY MOLIIFICATiON O THIS PLAN iS w
NECESSARY
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PLANNING &BAIL BUILDING DRAU>1IIG N0.
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: APPRQ DATE F`�� DATE ` BENCH MARK SCALE' A APPROVALS ENGINEERING DEPARTtwiENT
REV�slays � ws � �S CITY QiF ENCI ITAS
TU . l CITY O• AROL POINT NO 1041 PLANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLAN FOR
RECOMMENDED � APPROVED
/4ATERtAL_ STADON.• ENC -41. 2 IRON PIPE W/ 25' OTY OF ENWTAS DATE : 6 RWC STf MAN , —/
BRASS fXSC LOCATED IN A iURNOUT Av THE EAST # ( 1• =1D' ��� ' `- ^/� /5? SA EI-IJ7 AVEAUE ,
IZELAC.9TE 21 G NORDIBfXlND HWY 1D1 D3 MILES NORTH OF LYN€STERfIELD DRIVE. / M C , � 6 1 , 0 R.C.E. N0 : 44173 . �
4 ' 1_
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ELEVATION• 71.463' DATUM.• NGW29 SIGNATURE DATE ENGINEER OF WORK EXP, 6 30/09 DAZE : J!,11 DATE : r SHEET
2 OF 2 - -"
PIPE C-R^DG 1 ` 3 €:tT ' CASE N0. DB -090