2007-776 I (Plans) GFNF RAL NO`11-S GEN - l'RAL NOTES CONTINUED... SEWER NOTES LEGAL DESCRIPTTON WORK TO BE DONE
1 A FERMI SHALL E_= OBTAL D FROM THE CITY 0: _ WIDT T c4 ALL WORK SHALL BE DONE lN ACCORDANCE WITH THE STANDARD
(CARDIFF SANITA TION DISTRICT ALL THAT PORTION OF THE SOUTHEAST QUARTER OF IMPROVEMENTS CONSIST OF THE FOLLOWING WORK
TO BE DONE ACCORDING TO
STREET "NG SERV_rEc ncPA, .. MENT FOR ANY I '„ ., WITHIN TN,. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
THESE
S TET F, GHT -OF -K'. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THc STANDARD ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
THE NORTHEAST QUARTER OF SECTION 15 TOWNSHIP PLANS THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), 13
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
2 THE STRUCTURAL SECTION PHALL BE IT ACCORDANCE WITH LITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO THE SAN DIEGO STANDARD
SPECIAL PROVISIONS TO THE STANDARD IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STREETS AN9 STANDARDS REFERENCE DRAWINGS.
OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED
BY THE STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT = VALUE TESTS SHALL BE REQUIRED PRIOR TO
SAN DIEGO COUNTY
CONSTRUCTION. SAN D S.D.C. DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO THEREOF, DESCRIBED IN
DOCUMENT NO. 2003 - 1221240. S.D.W.D. = SAN DIEGUITO WATER DISTRICT
(PUBLIC,) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY REGIONAL STAL"JARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING
S.D.P. = SAN DIEGO PRECAST
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY SPECIAL PROVISIONS. S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS
3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT `NGINEER. "A" VALUE TESTS SHALT BE REQUIRED PRIOR TO TRENCH WIDTH SHALL BE PER SDRSD
No.S -4 UNLESS OTHERWISE
CONSTITUTE APPROVAL I'" ANY CONSTRUCTION OUTSIDE THE LONSTRUCTION. (PRIVATE) I. NOTED. LEGEND:
PROJECT BOUNDARY.
2. PIPE AND BEDDING CONDITIONS: A.P.N.: 258- 141 -14 THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE
ONLY AND DO NOT
4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY WATER NOTES (SANDIEGUHO WATER DISTRICT) (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED
RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO ROCK BENEATH THE PIPE. SITE ADDRESS QUANTITIES AND COSTS
ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR
CONSTRUCTION OF BERM, CURB, CROSS GUT "rER AND PAVING. I. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED
THIS PROJECT.
ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF
THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND WATER DISTRICT (WASC). THE CONTRACTOR SHALL AND HERE °Y DOES PIPE TO 12 INCHEF MINIMUM
ABOVE THE PIPE SHALL BE SAND, 585 CAMINO EL DORADO
FACILITIE SHOWN ON THESE PLANS WERE OBTAINED EY A SEARCH GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
OF THE GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING N0. ITEM 6 STD. DWG. STOS SYMBOL QTY
THERE ARPE E d
NO OTHER EXISTING' FACIE ?TIES EXCEPT AS SHOWN ON ACCEPTANCE GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. OWNER/PERAf=E
INSTALL CURB 6 GUTTER G -2
THESE PLANS. C
. H WEVER, THE 9LE RECORDS TO THE BEST OF OUR KNOWLEDGE.
UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL 15 LF
O CT THE IS REQUIRED TO TAKE BE MADE' BY THE CONTRACTOR, UNDER THE SUPERVISION OF THE SAN (C) F.V.C. AND A.B.S. SOLID WALL PIPE
BEDDING FROM BOTTOM WALTER AND GEORGIA GREGORY
PRECAUTIONARY ME ^`;URES TO PROTECT THE EXISTING FACILITY OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 585 CAMINO
EL DORADO INSTALL AC PAVEMENT OVER CLASF II N/A 5,655 SF
SHOWN HEREON /NO ANY OTHER WHICH IS NOT OF RECORD OR NOT DEGUITO WATER DISTRICT, AFTER PAYMENT 01- THE ESTIMATED COST BY INCH CRUSHED ROCK.
A.B.S. SOLID WALL PIPE MAY BE USED ONLY ENCINITAS, CA 92024 AB (SEE TYPIC1'. SECTION FOR DIMS)
SHOWN ON THEa PLANS. DEVET_OPEA. WHERE PIPE INVERT GRADES ARE 1% OR GREATER.
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
6 LOCATION AND ELEVATION OF IMPROVEMENTS TO 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, 12" CMP
/PVC (PER PLAN) 245 LF bN
SE BY WORK LML PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED
IN
TO BE DONE SHALL BE CONFIAME;J BY FIELD MEf,SUREMU, " - S PRIOR GRADE OF STREET.
TO CONSTRUCTION C NEW WORK. CONTRACTOR WILL MAKE THE PRESENCE OF THE INSPECTOR. AIR PRESSURE TEST SHALL BE
EXPLORATORY EXCAV.'TIONS AND LOCATE EX SAWCUT LINE ISTING UNLl.i&iOUND 4. ALL. SERVICES TO BE CONSTRUCTED
CLEAR OF DRIVEWAYS. USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. OWNER 'S CERTIFICATE SUBDIVISION BOUNDARY
FACILITIES.&FF.LLT NTLY AHEAD OF CONSTRUCTION to PERMIT 5. CONTRACTOR TO TURNI3H ONE INCH COPPER WATER SERVICE AND METER 4. THE CONSTRUCTIOI
OF P.C.C. SEWER MANHOLES SHALL BE PER
A ( A1ION OF L'"LfTING FAC V. 10 °LAOS t1- REVISf APE NECESSARY BECAUSE OF Pn; I�iR EACy RESIT NTIAL LOT. SDRSD No.S -17. POURED
IN PLACE MANHOLE BASES SHALL BE A IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO LOT LINE
E
MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF POUR. THESE PLANS. EXISTING CONTOURS
_ .., ..
"'IF COLLECTOR ACTORS SHAT/ ACQUIRE A TRENCHING PERMIT FROM THE T MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 1--m
7 THE CON1; PRIOR R TO ST R S'l J'OTIF W THE 1 3 ,1 N DIEGO GAS 6 ELECTRIC IF LORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. COLLECC WITH
INSPECTOR
TOR SYSTEMS 'S APPROVAL.
COMPANY PRIOR TO ARTING WORK COMPANY FACILITIES REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR PROPOSED
CONTOURS
THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
AND SHAT_L. COORDINATE HIS WORK WITH ITH COMPANY 7. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK 5. SDRSD Nos.4 -13
AND S -14. LATERALS SHALL NOT DISCHARGE ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF EXISTING EASEMENT
REPFESENTATIVLS. EXISTS, OR 7 FEET FROM FACE NF CURB WHERE SIDEWALK WILL BE THE IMPAOVEME ' "S. PROPOSED EASEMENT
7RUCTi 1. _
NOTICE. /LL E1 ECTRIC CAS` SERVICES WITHIN CO DIRECTLY INTO MANHOLES. 4 I FURTHER AGREE TO COMMENCE WORK
DN ANY IMPROVEMENTS SHOWN ON
11-,'75' RROJEC7 ARE '1JNDERGPOUD F. PR'i Vi! iE IR RFLEAS AS.FMBLIES AT ALL H,&H POINTS IN WATER 6. THE CONSTRUCTION OF CONCRETE
ANCHOR WALLS SHALL BE PER THESE PLANS WITHIN EXISTING CITY i SHT -OF -WAY WITHIN 60 DAYS CENTERLINE
IN'STALLA�IONS'. ?R LOCATION OF MA "N. SDRSD NO.S -10, TYPE A. AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO
PURSUE SUCH
ELECTRIC ' CABLES AND GAS PIPING AND r C TOR SHALL OBTAIN LN4CROACHMENT PERMITS FROM THE C .Y 7 ALL MAINS AND LATERALS SHALL
L ' CONSTRUCTED WIT. 42 -INCH WORK ACTIVELY ON VERY NORMAL WORkI,VG DAY UNTIL COMPLETED, EXISTING SEWE.ti
/PPU,TENAN, ES CAL'_ S.D.G.& E. 0 t*.INIT43 OR ANY EXCAVATION WITHIN EXISTING CITY MINIMUM COVER. IRRESPECTIVE AND INDEPENDENT
OF ANY OTHER, WORK ASSOCIATED WITH rt
1E EPHOAE:• 1 1-00 422 -4133 (Dlu ALERT) I-__f7F -OF- -WAY. B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS
THIS PROJECT OR UNDER EXISTING WATER MY CONTROL j '
AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS, EXISTING T:;_,_, "IONS g T_
T._ c t Nr, AC'TCIi SHALL NQT7 Y , . "CIFIC BELL PRIOR T' 10. 1r;E DISTRICT REQUIRES THAT COMPACTION TEST'S BE TAKEN WHERE PRIOR TO ACCEPTANCE
OF WORK. EXISTING EDGE 01 PAVEMENT
LrARTING hDR;� N1 CONPANY FA /I IrirS AN1 HALL C)OF.OINATc WATER LINED ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY,
HI' wow WITI I L- 'ANY FERr7`'.. A'TATE S. CI1 Y OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENTS AND THE g. ALL DESIGN CHANGES OF SEWER MAINS
SHALL BE APPROVED BY THE %
RESULTS APPROVED BY THE CITY b I'4rTNITAS. BEFORE THF_ WATER DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR WALTER AND
GEORGIA DATE EXISTING FENCE
N9 c' A' 1r1EPf;� • ,VICES WITHIN THIS LINES ARE ACCEPTED ANTI A COPY SENT TO 7HE SAN DEGUITO WATER PUBLIC USE. .85
CA MASONRY RETAINING WALL
D
I,;'T.'T P.Gr Ah'Y AE "UNDERGROUND DISTRICT OFFICE. 10 FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTAL- AS CA
92024
INSTALLATIONS ". R`4 LOC 4TION OF . CATION.
CABLES AND APPURTENANCES CONTACT 11. PRIC:' TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S
FIELD OPERATIONS
PACIFIC BELL. PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER
TELEPHONE.' 1 800 422 -4133 (DIC ALERT) AGENCIES STANDARDS COMMITTEE'S (WASC) SPECIFICATIONS. DIVISION 46 HOURS III ADVANCE OF BEGINNING WORK
TO ARRANGE
FOR IN-7 OF PROJECT. (760) 633 -2770. STATEMENT OF ENGINEER OF WORK
1 CONTRACTOH SHALL NOTIFY SAN DIEGUITO WATER DISTRICT 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION 12. CONTRACTOR SHALL OBTAIN
A PERMIT FROM THE CITY'S ENGINEERING "
PRIOH TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DEPARTMENT 48 HOURG IN ADVANCE OF BEGINNING WORK TO ARRANGE
COORDIN„ E HIS WORK WITH COMPANY RF_PRESENTATIVES. FOR INSPECTION O� „70JECT. SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
RIGHT OF WAY. ENGINEER SHALL COMPLY WITH TL E GENERALLY ACCEPTED STANDARDS AND 1SAW DEYEIOPMENT GROUP
DVE
13. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE CONTRACTOR SHALL, AND HEREBY DOES, GUARANTEE ALL PRACTICES
OF THE ENGINEF_7,i'S 1RADE OR PROFESSION. THE ENGINEER A CAU FORNIA CORPORATION
I
NOTICE: F WATER SERVICES WITHIN THIS INSTALLATION. WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE FURTHER AGREES THAT
THE WORK PERFORMED HEREIN SHALL BE IN
F,O.I =CT BOUNDARY APL "UNDERGROUND WORK THE WORK BY THE OWNER AND SHALL REPAIR OR R_ PLACE ANY CLAY JA"1S
CFO
INSTALLATIONS ". FOR LOCATION OF � � ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
14. APPROVAL OF THIS PLAN BY DWD DOES NOT CONSTITUTE A OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH OF ENCINITAS. THE
ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
WAILR MAINS AND LATERALS CONTACT REPRESENTATT N AS TO THE ACCURACY OF, THE LOCATION OF, OR THE MAY BE DISPLACED IN SO DOING, THAT MAY PROVE
DEFECTIVE IN PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
:SAN Di: '' TO WATER DISTRICT. EXISTENCE Ora NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE
YEAR PERIOD ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
TF- FPHONL. 1 800 422 -4133 (DIG ALERT) STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL
TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL SUFFFICIENCY OR ADEQUACY OF THE PLt S OR DESIGN, AND IT THEREFORE
10 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 15. ALL EXISTING FACILITIES WHICH MAY AFFt -CT FINAL DESIGN, I.E. LINE ABUSE OR NEGLECT.
DOES NOT RELIEVE THE ENGINEER OF F SPONSIBLIITY FOR THE PLANS OR
CONTACT THE UTILITY AGENCTFS, FIEL ADVISE THEM THE PROPOSED CROSSINGS LINE PARALLELING, OR PROPOSED COLNIECTION SHALL BE DESIGN
OF IMPROVEMENTS EASED THERE N. THE ENGINEER AGREES TO
= .1,�FIRYELEV'r°. AND EZAR T)'E T CF RELOCATIONS IF NEEDED. VERIFIEID. ALL EXISTING OR PROPOSED UTILITY CROSSINGS 14. CONTRACTOR SHALL FURNISH AND
INSTALL. PER SPECIFICATIONS. INr]EWIFY AND HOLD HARWESS THE CITY OF ENCINITAS AND ITS
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION OFFICERS AGFNiE AND
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
7FLEVIL - M EtnVIG'f S THIS PROJECT ARE IMPROVEMENT PLANE. ELECTRICAL AND SEWER TO CROSS UNDER WATER TAPE ABOVE ALL PURr_IC SEWER LINES, AND
POT;(IONS OF SEWER INJURY ARISING SOLELY FROM THE NEGi IGENT ACTS, ERRORS, OR
L GEOUN I)-: -INt )Al l ATIC'M. ". F , P I ('CATION OF CABLES AND MAINS UNLE``S GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. LATERALS
LOCATED - WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. OMISSIONS I THE ENGINEER ANO HIS , HER AGENTS OR EMPLOYEES
'/0. :AWa C 'N7AL'7: TFLEPHGN • 1 -800- 422 -4133 16. WATER CON IECTIL:NS To CL 15. FOP SFWER LATERAL TABLE, SEE SHEET 2.
ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
Ml► hET AL_(D1�_ O T E DI SHALL HAVE AN AND AAISI 0 T OF THE WORK PERFOF,,fED BY THE ENGINEER.
12 FOhEA SOURCES ANU hLNV' ;' .��,iG Sir -IFFY LIGHTS SHALL BF APF'ROVEn QCKFLOW LT�V1Li 1NE'TA'LE17 TO THE DISTRICT'S 16. "'A: - BUILT"
DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL
SHOW ON TAE "1S- BUILT" 14 DRAWINGS. ALT. SATIFFA( r _04 AND LURREN7 WATER AGENCI - 'S STANDARDS COMMITTEE ACCEPTANL_ OF WORK.
I
' FS F,�iil� BE{JCATED WITHIN lE DEDICATE) RICi1 GF (WASC) STANDARDS. BACKF LOW DEVICES APE TO BE INSTALLED DIRECTLY
VAY F /
NLTHTN FAS1�._RTF r_DICATi 70 THE CI7 OF Ol!TSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT
Y . 17. TH DEVELOPER MAY B� -W O T GRADE W.N ACCESS ROAD TO BY + q(
EASLMFNi. REPAIR, NAINTENANOI AND ANNUAL TESTING OF BACKFLOW MAINTAIN ANY PUBLIC "IV DE CONSTR TD WITHIN EASEMENTS 1
I
VCIAfj DEVICE ARE RESPONSIBILITY Or OWNER AND MAY REQUIRED TO DEDICATE ADDITIONAL ACCESS WILLIAM STIN SUITER DATE
13
EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. RCE No. 6 964 Q ppFE5SI0 N
NC FA "LNG `HALL DEAF LIVT71 EXISTING POWER POLES ARC 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 18. WASTEWATER DISCHARGE
PERMITS AND PLUMBING PERMITS ARE O �USTI q<
RELt3CAT =D pUTSit _T; TIIw A ' 1- J BE PAVED. HY ^RANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. REQUIRED PRIOR TO CONNECTION TO SYSTEM.
PASCO ENGINEERING INC.
535 N. COAST HIGHWAY 101
14 THE C0NTRAC1 fl-ALL W i_ Y AND C -T /IN APPROVAL G - U 18. UTILITIES i0 MAINTAIN MINIMUM ! T „ I," E- cARATION WHEN PARALLELING WATER
SOLANA BEACH CA, 92075 `
TTY ENG_\EER /F � m Z
i7lF,+ 1V : M'INV3 MChICtS- IN THE S ,, ND. 68964 ,,
ERVICES. CD a D m
�0. PE 1481E s Exp. 12/31/09 n
19. CJNTRAClOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY
ALL SIGN TO 8E 41U1 NUM NITH 3 FOOT HIGH INTENSITY 1 YPE EXISTINC WATER FACILITY (FIRE HYDRANT, VALVES VALVE BOXES, FTC.)
sT CI4I\
iii _ FC7'1Vt FACE OK EOITVACE.NT. T4AT AFT, EFFECTED EY TI-E7T' PROJECT.
16 CONTiACTOR SHALL RfQUcS7 FROM THE r SER''I ^ES DEPT. 20. CONTRACTOR TO SUPPLY DOCUMF.NTATIGV SHOWING THAT ANY ASBESTOS
OF CA�ZF
A SECONSIRUCTION AEETING AND [HALL PROVILIE AT LEAS 48 WATFc �o hr-MUVED FHOM THE GROUND WERE DISPOSED OF IN A
H OF NL;;rIF FD3 SUCK 1 MEtTING. (633 -2770) M„NN` i ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DIVISION.
+ 17 ALL CUT AND FILL SL(>t OVER THREE (�) FEET CREA B," 21• USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS
C;.;AL - FOR STREETS AM DRIVEWAYS SHALL BE H'YD OSEEDED WrTH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL ENG PE FOR CUI,�_. r °
I
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTURE. ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. UO NOT BEND
HYDROSEEDED SLOPES HALL FE IRRIGATED BY WATER TRUCK PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
UV7T1. TH MIXTLJE GERMINATES AND CROWTH IS ESTABLISHED. AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN
END PIPE LENGTHS WITH nEt-LECTION COUPLINGS FOR ALI_ RADII BETWEEN 140 DNS BLV
18 /'.L hllM]NAIFES SHALL PROVIDE THUS 900 CUiQFr ", AND AL..IG'' FEET TO 270 FEET. USE 13-FOOT PLAIN END PIPE LENGTHS WITH DEFECTION
NO ESCAPE_ OF LIGHT ABOVE THE HORIZONTAL. COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 F 7 T. USE AN INTEGRAL ENG
SELL END PIPE LENGTH, JOINED TOGETHER WITH A 19 -FOG. PLAIN END PIPE ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN
60' EASEMENT AS
19 PRIVATE ROAD . "MPROIrcMENTS SHOWN HEREON ARE FOR INFORMATION LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF 'HE
CAMINO EL DORADO � INSTRUMENT NO. 1996 - 0593424
FOR
ONLY. CITY OFFiCIAL'S'SIGNATURE HEREON DOES NOT CONSTITUTE Ch't),RD AND CONTINUE THP COMBINATION THROUGH THE CURVED ALIGNMEN $RE
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR T!'r• DESI.GN OR c -FEET WILL NOT USED UNLESS SPT:CIFICALLY AUTHOFCZED BY DISTRICT'S REQUEZA
ST
NSTRUCTION OF TH SE PRIVA7i IMPROVEMENTS. (IF APPLICF9LE) REPRESENTATIVE'. - 25' DEDICATION
1 PER PM 18796 30' 1
1 CIML'NTRATED FLOWL ACROSS DRIVEWAYS ANU /OR SIDEWALKS SHALL NOr 22. CONTRACTOR TO COMPLETE WORK UNDER 1VSPECTION BY SAN DIEGUITO WATER _
1
PF PERM. 40RAINAGE LHALL BE _1HANSMITTED UNDER SIDEWAI K. OISTPICT. SAN DIEGUITO WATF ? DISTRIC F TO SHUTDOWN h'TER WI7H TWO WEEKS _ \
MELBA RD 12.
TN.HOUGH FACT OF CURB, 1'1 Gll'T7t} 'IN F(!BLIC STREET. IJOTILE. 10.0' 15.0' 0' (EXISTING) PROPOSED
21 THE DEVELOPER SHALL 9E RESPONSIL E THAT ANY MONUMENT 0,i BENCH PACIFIC
MARK I
_ _...
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTAE!ISHEu' OCEAN
AND REPLACED BY A REGI TcRFD CIVL7. 5MINEER OR A Llr'ENSLil LAND EXISTING TYPE G =2 w "` "' ""` `'' '"
t PROPOSED TYPE
YOR. - CURB 6 GUTTER EXISTING 4" AC
22 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER VICRV= �qp OVER CLASS II AB = "' - �° G -2
CURB &GUTTER
4" AC OVER
LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "D" EXISTING TYPE "4" 6" CLASS II AB
AND "W'; RES ECTIVELY 2 INCHES HIGH INTO THE FACE OF THE NTS ASPHALT BERM TO
CURB.
BE REMOVED
TYPICAL SECTION: CAMINO ELDORADO
SCALE: NTS
AS BUILT ENCINITAS FIRE PPOTEMON DIST. SAN DIEGUITO WATER DISTRICT LIC WO PARKS AND RECREATION
®.,.�
(� J RL VIEWLO Y: REV D
U( UO � E Y. P REVI�DY.
W. dU TIN SUITER DA
R. �, g S o o C.E. NO. 86964 DA E. R DATE:
z
�` DA w Nq
EXP. 12 -31-09 D TE.'
SIGNATURE EXPIREr 2 YEARS AFTER DATE
REViSIC APPROV� REFERENCES DATE Br+L \CiD4lRK SCALE PLAN & BUILDING DESIGNED BY DRAWN BY CHECKED BY
N a
THE f WJS APPROVALS (D N 23f
%� E OWNFJi AND (o CITY OF ENCR41TAS ENGINEERING DEPARTMENT DRAVv NO. z m r<
mqA7 UNDEM6 MDING _ IE Y / PLANS PREPA TED UNDER THE S'IPERVI:'ION OF PE
('�MMENDED k4� APPRO IMPROVEMENT PLAN FOR.• w � :�
CI OF ENCICI7aS CONTROL P IN
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