1998-5790 I (Plans) CIT DF CARLSBAD
GENERAL IMPRO f NOTES ENCINITAS SANITARY DISTRICT SEWE NOTES PU BLI I MPR VEME NT P LA N S FO R
ALL *VRK SMALL BE DONE IN ACCORDANCE W1 H THE STANDARD ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STAI VDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDMOVI THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDIT10N1 THE U
n
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD o
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN
DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL o
STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL
PROVISIONS: PROVISIONS. Po
�ST
1. A PERM 1 SFWL SFOBTAREDFRl7RTTNEEi M?ASEN67REERING t. MENCH WIDYN SNAtL BEPERSORSONO 34UNI MOINFRIMSEItlO! oouwl
_
T F ANY W WITHIN THE STREET RIGHT -OF 37
VICES DEPARTMEN OR ORK 9 9A � M€�
PLEB 2 APE AND BEDDING CONDITIONS: T
WAY (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 3M INCH CRUSHM ROCK A �� `"° R a
2 THE STRVCTU0MSECITONVWLBEIN WTHCITYOF BENEATH THE PIPE � �A REFE��ENCE DRArI ��� � � ATT
ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED WOO
I!)V.C.P. AND A.B:S T1�' 1SSP11 'E REVVING FRR71aOFP1PETZII?
PRIOR TO CONSTRUCTION. QUAIL PARK TM 3761 DWG. 8028 -R ACP ASBESTOS CEMENT PIPE
AICHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED R IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO T SSE PLAINTS
S APPROVAL OF THESE IMPROVE>IRE)NTPLANSASSFlO1DOL=S NOT AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL HAVING A SAND BOOTH MESA DWG. 62816 -1 &
6318 -G B.C. BEGIN CURVE a-
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT EQUIVALENT OF 30 OR BETTER. IT I5 FURTHER AGREED THAT THE OWNER (DEMOPER) SHALL MAVEA
BOUNDARY. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR +� B.CR BEGIN CURB RETUR1V
P.V.C. ANDA.B.S. SOLID WALL WE FROTBW8011UpOFPIPETO ASSESSOR'S PARCEL S B.V.C. BEGIN VERTICAL CURVE ems•
`�
12/NCtES MINIMUM ABOVE THE PIPE SHALL BE 314 /NCH CRUSHED ROCK.
ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS BOT BOTTOM
4. ALL UTIUTJES'pt11771IRTFIESMR:7 RIGHT- OF- WAYSFFILL - BE DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER 257 -02 -01 C.B. CATCH
BASIN
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES COMPLETION OF THE IMPROVEMENTS. i
BERM, CURB, CROSS GUTTER AND PAVING. ARE 1 % OR GREATER. C.O. CLEAN OUT
A AFTER COMPLE IONOF PIPELRIPM,A1rLAM01IFSEVOERS SEWR IFURTHER AGREE TOCOWOFRCEt +iORKONANYIilPRMVVFNM5 ON � CL E
Ii TWEXISTENCEAND FACILITIFS SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE THESE PLANS WITHIN EXISTING PUBLIC RIGHT- OF- WAYWITHINW DAYS AFTER
Ow. D64METER
SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE N D OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE USED UNLESS TED, IRRESPECTIVE
E.C. E END CLARE
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. OTHERWISE DIRECTED BY THE INSPECTOR. ACTIVEt Y ON EVERY NORMAL SING DAY UNTIL C OMPLE T ED, E.C.R.
END CURB RETURN ,
7 LAYDER T Y OTHER WORK ASSOCIATED WITH MIS PROJECTOR N� E.D. ENERGY DISSAPATOR 17C[N! 1 ! MAP
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY A THE SON OF P.00 91RA SEWER MANHOLE I BE IV0. O E. V.C. E
ND VERTICAL CURVE NO SCALE
MEASURES TO PROTECT ANY EXISTING FACILITIES SHOWN HEREON AND 5-17. POURED IN PLACE MANHOLE BASES SHALL SEA MONOLITHIC POUR RSHALL BE THE 1� ��TOW
ESMT EASEMENT
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. HIWSHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE �� FAMILIAR WITH AND IMPLEMENT
REQUIREMENTS OUTLINED F.L. FLOW LINE WO RK TO BE DO
ACCEPTABLE FOR USE WITH 8INCH COLLECTOR SYSTEMS WITH NAME. TITLE ATE.- WITHIN THE FOLLOWING PROJECT PERMITS : FLG. FLANGED
( LOCATION AND ELEVATION OF It+I�ftt)t/E1MEN7'S TO BE MET BY WORK TO BE WI
A1ISPECTOR'S APPROVAL. 4L � SfBtit BE L�E D INAIr.`C(A?DANCE WITH THE STANDARD SPECIFICATIONS FOR tl!»
P1C S
DONE SHALL BE CONFIRMED BYFIELD MEASUREMENTS PRIOR TO G.B. GRADE BREAK !( A TEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS
TO THE STANDARD SPECIFICATIONS FOR PUBLIC
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY I THE' CONSTRUCTION O= 4 INCH SEWER LATERAL PER'SDRSD NO5 $ -BAND L1iLff#?nqL/Nf1yt3 -1LS
ARMY CORPS Lip ENGINE ERS 4174 PENIMIT N.G.L. HYDRAULIC GRADE LOW INOORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 5-14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE 1385 EXECUTIVE DRIVE, SUITE 6W H.P. !NIGH
POINT REGIONAL STANDARD DRAWINGS (LATEST EDITION).
SAN DIEGO, CALIFORNIA 92121 - MIFaRIM1A DEPT OF FISH S GAME STREAMLINE At 1ERAIIM Aw. 111IpROVEMENTS
SUFFJCIENTLYAHE40 OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS
F REVISIONS ARE NECESSARY BECAUSE oFACTUAt LOCATION OF !L THE cOVSrnucr►OM of CONCRETE ANCHOR WALLS PER sDRSO IMO 5:111 (058) 45e -9 700 AGREEMENT, SEC
1603 AYI/. INVERT LEGEND
EXISTING FACILITIES. 1YPEA. -
• L.F LINEAR FEET
T THE CONTRACTORSWd_L NOTIFY94ND�GASAIVDELECTRICG NY ALL A01INSA urE1 tLSSHACC BECO1fGTRUCTEDW1TH421NCHMIMADI [I11 DECLARATION OF RESPONSIBLE CHARGE WAMRQUAL
WA TER
GENERAL TIONACTN�ORY LT � DINT � STD. DWG. _ L
PRIOR TO START OF WORK NEAR COMPANY FACILITIES AND SHALL COVER. DRAIN PERMIT M.H. MMNHOLE TRACT BOUNDARY . ... . ..
. ... . ..... . .........................
COORDINATE HISHER WORK WITH COMPANY REPRESENTATIVES. ON CENTER RR
N. T.S. NOT TO SCALE
It THE FII� tOCatTRON AND REVATIOV OFSEDiERI�1SA1i� LAT RALS EREBY DECURE THAT 1 AM THE ENGINEER � NBC FOR TENS PROJI<CT
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTAN'C'E OF 1 H - M FORIMiA COAS! COA�NSSI 7N COASM PEMMI NIL?. ac
rIT OF WAY ............... ............................... .
NOTICE ALL ELECTRICAL *0 GAS SERVICES WITHIN THIS PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE P' C.C. POINT
OF C CURRVE
MIHICH ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF WOR PROJECT AS DEFINED 1N SECTION 6703 OF THE BUSINESS AND PROFESSIONS -
• • • • • • - • • • • • • • • • • • - • • • • • • • ° • • • • • • • • _ _ • • • - • • • - • • • • - — -- •�- - --
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. P.I. POINT OF RE VERSE ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES
CUR
E ALL DES>1;IV CHANGES OF SEWER M,�tiNS SflAtt BED BY THE CITY - !kS DEPT. OF FISH a MI[OL:1FE SERVIG'E PER1TfiT, SEC"17ON 7, P.R.C. Pb/NT
OF REVERSE CURVE EASEMENT LINE ................ . ............................. — —
CONTACT SAN DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE 10(s) OR 4(d). P'.R.V.C.
POINT OF REVERSE VERTICAL CURVE
(800) 42'1 -4133 1 UNDERSTAND TNAr THE CHECK OFPROJECT DRAWI111C�S AND SPECIFICATRM f 0 .. •
PUSH ON .......... .............. . ' , ..... ' ........
A.C. PAVING �—
to AU AREAS MUST BE COMPACTED TO 90 % PRIOR TO PIPE INSTALLATION BY THE C17Y OF ENCINITAS IS CONFINED TO REVIEW ONLY AND DOES NOT
_
I THE CONT RACTOR SHALL BELL PRIOR 7Z7 �i WORK R ELIEVE ELIEVE ME AS AN ENGINEER OF WORK OF MY RESPONSIBILITIES FOR M T I
/' CURB S GLITTER T YPE V ... � ................
....................
NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS# ER WORK WITH It THE CONTRACTOR SHALL NOTIFY THE D157 RTC I S FIELD OPERA 77M PROJECT DESIGN.
N RA TE OF GRADE DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR RtC. REINFORCED CONCRETE PIPE 1'riIEDUN CU14e S GUTTER TYPE
&,2 . . . . . . .. . . ... . �.�'a..T.............
COMPANY REPRESENTATIVES. RECLAIMED WATER PHONE (7
INSPECTION OF PROJECT BAS O F BEAR1 I V GS. " A .
T. 60) 633-2770 . ow RIGHT OF WAY
NOTICE. Ault Or1ST1JMr � SERVICES017TH1NTHISPI�CT ABfYERS d ASSaClATES CML E11�GM1ti�ERING, ArC !'AC. BERM TYPE _ ......................�
.. • : .
19 SPECTRUM POINTE DRIVE, SUITE 609 w. ' ' ' ' ' ' ��"
BOUNDARY WHICH ARE "UNDERGROUND INSTALLATIONS". FOR t2 CONTRACTOR SHALL OBTAIN A PER NT FROM' THE CITY'S � THE BASIS OF BEARINGS FOR THIS SURVEY 1S
THE CALIFt7i?IM1A R M40 PT. RADIUS POINT PEDESTRIAN RAMP TYPE 'J{' �� .. .
LAKE FOREST, CA 92630 • • . . . .............. ........... .
LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY COORDINATE SYSTEM MAD 83, ZONE 6, GRID
BEARING BETWEEN MT. RIGHT
t;`7 G-s. Q•f8
BELL. TELEPHONE: (800) 422 -4133 RIGHTS -OF -WAY. STATIONS '7t 1800 48+61 EC "AND 721800 58 +75 BC "ALONG THE ST. STREET CONCRETE
SIDEWALK ........:................ � . `_ .� .•
CENTFRUNE OF EL CAMINO REAL AS SAID STATIONS ARE
SFIALL BE THE RES'PONSNLT2 ITY OF THE DEVELOPER TO CONTACT THE 13- THE CONTRACTOR SHALL AND HERFBY OR?!'7KFOR
DOES GUA*Vf EEALL A DRU J. M ERS CE Nit 38474 EXP. 3131/01 ATE PUBLISHED IN THE CITY OF ENCINITAS HORIZONTAL CONTROL T a
TOP OF CURB STREET LIGHT 2WW HPS _ ................. E � A.Z AR2/ • , • , • • , , , , •
I IT • e`-�
UTILITYAGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY BOOK, 38" E. i.e.
N 0 "25 SAID BEARING AND THE BEARINGS R.. R CT GRADE SUMI ADE ................................. ...............
BEAR THE COST OF RELOCATIONS, IF NEEDED. THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA
VC VERTICAL Cto"
TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO CONTINUATION OF GENERAL 1M NIENT NOTES COORDINATE SYSTEM MAD 83, ZONE 6. smErr
mw SM - . _ • • • • • • • • • • Y
X ALL TELEWSION SERVICES Wh1 HIN THIS PROJECT ARE "UNDERGROUND DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
• • • • • •� • • • • • • • • • • • • • • • • • • • • • • •
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES WITHIN THE ONE YEAR PERIOD FROM DATE OFACCEPTANCE WITHOUT 27. ,AL NIM
L SIGNS SHALL BE WITH 3M TYPE REFLECTIVE THE CI�MRnMEO SCALE FACTOR AT STATR7N R1� 3D+75 8C 18 �71�1 S rDEX
C C 1 I I v v C /�
EET n AED /AN AREA DRAIN ' ' • ' ' ' ' ' , ' ' ' ' ' ' ' ' ' ' ' ' 0�� � ? ' ' ' ' ' ' ' ' ' • ' — ` ` " — `
— — " `4
CONTACT (800) 422-4133. EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND FACE OR EQUIVALENT. 0.91R99i6478 (GRID DISTANCE =GROUND DISTANCE
X COMBINED ' STORM DRAIN - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • •
?FAR, UNUSUAL ABUSE OR NEGLECT,
MER SOUIRCES AND RUNS SERM STREET LI�ITS STALL BF 9gMW ?2 ALL NEW STRIPING AND OF PFDU RANT S IRPING SWL SCALE FACTOR). STORM
DRAIN .........
N0. �SCRIPTIOIM _ .... ............................... _
tl. P!O
ON THE 'AS BUIL P IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE t4 CONIRACTOR SHALL FISH AND INSTALL, PER SPEC1F76AI », THE DONE BY CONTRACTOR.
LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATIOII TAPEABOVE 21 R � BE TW RESPONSIBIUTYOFTNE
DEVELOPER TO PROVIMSTREET STORM / f1RAIN NOTES 1 TITLE SHEET 8 NOTES STRAit�IT HEAD�ftt TYPE TO .................. P.� ............... _
DEDICATED TO THE CITY OF ENCINITAS ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER U TERALS LOCATED S TO LVI V �7
WITHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS. NAME SIGNS AND TRAFFIC SIGNS BY THE CITY ENGINEER'S APPROVAL. 2 #4M MAP 8 DETML SHEET
CURB IILET TYPE �'r - • • • • • • • • • • • • • • • • • • • • • • • 4).-2 • • • • - ' • • � } • - - • -
12 NO PPfVIMG SHALL BE DONE LAMTIt DUST AMG POKER POLES ARE
?t THE GEOTECHMCAL REPORTS CALLED OUT ON IMPROVEMENT PLAN 4334-0 AND 1. ALL STORM DRAINS SHALL BE 1350 -0 UNLESS 07 RD1�15E $84
STREET SURFACE IMPROVEMFN 7 3 CLEAMOUT TYPE 71•�t' - %-r • ....... .
........— PA
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 18 xs BULL T" DRAWINGS MUST BE SUBMITTED PRIOR TO FINN ...... _ .....
-
OF THE WORK. GRADING PLANS 43674 APPLY TO THESE PLANS. A REGISTERED SOILS NOTED. $id SEWER AND WATER IMPROVEMENTS CATCH BASIN
TYPE OF +:Z ............. _ _
fWGINEER OR GEOLOGIST WILL SUPERVISE ALL GRADING ACTIVITY AND ADVISE �i
t3 ALL LUMINARIES SHALL PROVIDE TRUE NO CUTOFF, ANDALLOWN0 10 THE DEVELOPER MAYRFREMARED TD GRADE ACCESS ROAD TO ON COMPACTION AND ADVISE ON COMPACTION AND
STABILITY OF THE SITE rj RAD � G NOTE) TS d STORM DRAW lN�TS X RISER INLET _ ................ . .......... afa ...............
ESCAPE OF LIGHT ABOVE THE HORIZONTAL. AMINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND U
AMY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO ?S PRIVATE ROAD SHOWN HEREON ARE FOR SAT � 9810 TRAFFIC SIGNAL PLANS BROW
DITCH TYPE 7O' .. _ . .................... !Q� ............... 4w « fie 02-M 4r-- �,�e �e
14 THE CONTRACTOR SHALL REQUEST FROM THE ENS' SERVICES AMINTAIN THE PUBLIC SEWERS. ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONS TTTUI b APPROVAL WE
SHEET 17 11 OVIDING NOTES 8 DMILS
DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF PROPOSED
SEWER AitAIN _ • • ' _ • • _ • • • _ • • ' ' • • ' ' • • •S : ' • • ' • ' _ _ _ • _ • • _ _
S 'PUNS
LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER 17 WASTEWATER DISCHARGE PERMITS AN O PLLSISING PERN[41IS ARE REiLIIWV THESE PRIVATE IMPROVEMENTS.
(IFAPPLICABLE PROPOSED SEWER MAMIbLE _ .... _ . S-t7 ...............
80 -2770. SOILS ENGINEERS CERTIFICATE MS 15 N CAL PLAN
PRIOR TO CONNECTION TO SYSTEM.
18 THE DEVELOPERSR�FtL6ERESPOAMS' fl9LETi�fTipIVNUIMENI'ORBEiK.`H 11 ARKS? T O3ACG' EPTANCE�NEVYSE�ERIt�1NSLESSTHXN3lf "IMG'HESIr 1t 1HEEMGINEERPREPAR' 1NGTHES'
EPi. AIVSWKLIMOT�RESPO7iMS18LEFaROMt EX1S711VGSEiNERANDM.H. _ ....... .............................._
LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PUNS. ALL GEOTECHNICS INCORPORATED: SEWER LA TERAL - • .... • .. • • •
.. • .... • .... • . A�t3S gt4 • • • • • • • • • • • • • S
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED DIAMETER SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER Ch ANGE3 TO THESE PUNS MUST BE IN WRITING
AND MUST BE APPROVED BY
AND REPLACED BY REGISTERED CIVIL ENGINEER OR A LICENSED LAND COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR 1 WBERTA. TORRES A REGISTERED
PROFESSIONAL ENGINEER IN THE UNDERGROUND 1HE PREPARER OF THESE PUNS. STATE OF CALIFORNIA, PRINCIPALL Y DOING BUSINESS IN THE FIELD OF UNDERGROUND SEp`,VECE ALERT �vvFR
CLEAN ovT. .......................... �................ .
SURVEYOR. TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING.
L ABFRIC THEtdCATR7IM OFE M 1 SEWFI4UTFRAL CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. ( SEC. 27. THE CONTRACTOR AGREES THATHE 94ALL ASSUME SOL AN
D COMPLETZ` APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT SAAW ZINGS AND W.Tol � +�� CENT�p{E MONUMENT ................ �� ...............
18 THE DEVELOPER Sl
AND WATER SERVICE BY CHISELING THE LETTERS SE "W" 306 - 1.4.8). RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF STUDIES OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WERE
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES JANUARY _ 1- 800.422
-4133 SEE SHEET 9 FOR TRAFFIC SIGNAL SYMBOLS t
RESPECTIVELY, 1 INCHES HfGH INTO THE FACE OF THE CURB. 1L AT ALL MANHOLES, THE FALL ACROSS MANIPLE SHALL BE d.1 FT. PROPERTY, THAT THIS REQUIREMENT SHALL
APPL Y CONTINUOUSLY AND NOT AND AMRCH 1000 .00VE COMPLETE COPY OF EACH SOILS REPORT SEE SHEET 15 FOR EROSION CONTROL SYMBOLS
AT ANGLES LARGER THAN 45 DEGREES, ALLOW 0.2 FT. FALL. BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL COMPILED FROM THESE STUDIES, WITH
MY RECOMMENDATIONS, HA VE 111M0 gVORK1fMG t)AY5
17 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A _ BEFORE YOU DIG
MANNER AND LOCATION APPROVED BY THE INSPECTOR � . � MUST LL CA � INERT OF SOUTHERN �� +� tb`VE DEFEND, INDEMNIFY AN D HOLD THE OWNER AND THE ENGINEER
HARMLESS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINE
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE FURTHERMORE, I HAVE REVIEWED THESE INPF SAN DIEGUITO WATtR
DISTRICT
LWERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING CERTIFY THAT THE RECOMMENDATIONS
INCL r
19 ALL EX STIW TREES WITHIN THE PE19L C R1GH7 -OF --WAY SHALL BE REMOVED. THIS CALL WILL BE MADE AT LEAST 48 HOURS PRIOR TO ANY FROM THE SOLE NEGLECT OF THE OWNER
OR THE ENGINEER. REPORT FOR THIS PROJECT HAVE BEEN IWCOR !N O �fc EXISTING S.D. W.D. WATER LINE
CONSTRUCTION 1- 800 - 422 - 4133. AkPR01/EiMENT PLANS AND SPECIFlCAT10NS. � �°"' '� �° °�'� ° � � be ° ..
...............................
K aexnr et re r► see. me ry
W. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT oIFAIw SEE SHEET 2 FOR COVTTMIAl10N OF NOTES V l , PROPOSED S.D.
W D. WAT FIR LAC - • • • • • • • ... _ • • • • • • • • w
• • • • • • • _ � d»nar, no6y.
STRIPING PAVEMENT MARKERS, OR LEGENDS OBL1TERi4TED BY THIS
PROJECT. SAN DIEGUrTO WATER DISTRICT NOTES n 9 �I �� RIESILIENYTWEDGEGATEVALVE ............ P�1f . ,� .............
�W R.W.G.V. W
JS RTSHALLOFTHECONIIMCIc RE3 'IR7iMSIBIC1fYTOPREPARE .. .......... .DETOUR EXP. DATE 3/31/104 o AL�F� " AS - BUILT rAIRVACULJMVACVEASSEMBLY
........... _ _ _ .. 3 MAR
PUNS AND TO OBTAIN APPROVALS PRIOR TO COMMENCEMENT SEE SHEET 2 .
OF WORK SAN ELIJO JOINT POWERS AUTHORITY NOTES eLOw -oFF, BCY V
SAN DIEGO COUNTY DEPT. OF HEALTH O
..... ...............................
ARE HYDRANT ASSEMBL Y AL 4�r W 1 P"; f.H.
P.E. EXP. DATE (C�711RIMERCI 12'1 _ . .............. _ . .
SEE ATRt TFOR CONTff"TIMOFNO FS Off SHEET . ......................... 3 r•--
REVIEWED BY: WATER • A,� P4! ............. .
EROSION CONTROL NOTES CORNERSTONE APPROVM IW: , SAN ELIJO JOINT ROWERS AUTHORITY
C O M M U N I T I E S
SEE SHEET 14 laecnl;.e a;.e. swee bee. sn Die6e, Cililbmia mtt DATE: /2/� '�-"` RECLAIMED WATER PIPE _ ........ .......................
........ ,..�.` r RI/'� --■
(619) 458 -9700 Fox (619)452-3W INSPECTOR DATE
COMMUNITY SERVICES COMMUNITY DEVELOPMENT SAN ELIJO JOINT POWERS AUTHORITY ENCINITAS SANITARY DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGUITO
WATER DISTRICT Wn` V '�� - • • • • • • • • • • • • • • • • • • • • • • • • • •'��� • • - • - - • _ • • -
RECLAIMED WATER SYSTEM APPROVAL PUBLIC SEWER SYSTEM APPROVAL MRANiD VACUUM VAtWASSFWY. _ ...... • OET/IK 3/RW 1 • , _ _ •
.. • • • _ _ __/�►
REVIEWED BY DUDEK & ASSOCIATES, INC. VALID TWO YEARS FROM DATE
APPROVED 8Y: /1PP'ROV'ED tR'Y:�G"''"`'� APPROVED k3Y: �-'3 - � BLOW- OFFASSE7NBLY_ ................... Q�TAA 1
/RW 1......... �
APPROVED 8Y: �O y � . /M APPROVED BY — _ J11� APPROVED B1! DETAIL 3 /RW? _ -
RECLAIMED WATER SERVICE_ ............... .......... _
• 1 3 • ve r 3 0 o DATE:
DATE: DItTE: / DATE: ++
ORATE: 2411 0 DATE: Approve{ Expires 2'a ers A r Dabs Signed ANGLE_ ..................... ...............................
_ 0
REVISIONS APPROV D DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY DRAWN BY CHECKED BY APPROVALS
CITY O F ENCINI ENGINEERING DEPARTMENT DRAWING NO.
,�EVisEa co,vvECrIo,v o P o FESS loN M.M. M.M. D.J.M.
eolow E (( ° ( DESCRIPTION: TOP OF BRASS D /SK W�'`oP`'' MA ), F� + `�, PLANS PREPARED
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