497 r
REt AP° dYED oATE A'EFZ�ENc6s oATS
4 EXTEiV/7WgLL, GDT-3 COAST
S.XJ CdNNECT /ON LOTS P� f 9 �I. -�V VEMEN PACIF C HWY 0 5. 2. Q. 190 ®LEAN
GENERAL NOTES ���1H &lr¢ �� PALOMAR WORK TO �E DONE
c CARLSBAD 20 AIRPORT RD. IMPROVEMENTS CONSIST OF ME FOLLOWNG WORK TO BE DONE
®R PO /NSETT/A ACCORDING TO THESE PLAN; THE CURRENT SAN DIEGO COUNTY
/. A P €RM /T SHALL BE OBTA INFO FROM THE CITY OF ENCINITAS DEPARTMENT OF /-
PUBLIC WORKS FOR ANY WORK WHIN THE STREET RIGHT -OF -WAY. LANE ALGA ROAD PROVISIONS DEPARTMENT PUBLIC WORKS
STANDARD SP£C/FJCATIONS AND
SPEC /AL PROONS FOR IMPROVEMENT OF SUBD /I/lS /ON STREETS
2. rHE 57RUC7URAL SEC77ON SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS ^ ® ®® ® ®® ///��� ND S V ORII/
L E AND STANDARD REFERENCE DRAWINGS.
STAA R VALUE TESTS SHALL BE REQUIRED PRIOR TO COOC77 99. ALL L0 SHALL BE SERVED BY FOUR (4) /NCH€ VCP OR PVC LATERAL SET AT A ® ��
3. APPROVAL OF THESE /MP�VEMEN? PLANS AS SHOWV DOES NOT T C O N ST7UTF MINIMUM M GRADE OF 2. Or WITH A MINIMUM DROP OF 0.3 FEET, AND AN INVERT 0
Q SWALLOW TAIL a BATIQUI TORS LAGOON LEGEND
APPROVAL OF ANY CONSMUC77ON OUTSIDE ME PROJECT BOUNDARY. DEPTH OF 5.5 FEET BELOW TOP OF CURB AT PROPERTY LINE, UNLESS 07HERIMSE ROAD
4
4. ALL UNDERGROUND U77LI77ES WTHIN THE STREET RIGHT -OF -WAY SHALL BE APPROVED BY LCWD.
CON57RUCTED CONNECTED AND 7ES49D PRIOR TO CON57RUC77ON OF BERM
E ; CROSS GUTTER AND PAONG. 12. ALL MAINS AND LATERALS SHALL BE CONS7RUCTSD W174 A MINIMUM COVER OF BELLA VISTA
ORII/E
CUR
5 7HE E.�fIS7EHCE AND LOCATION OF EXISTNG UNDERGROUND FACILITIES SHOWN ON 48 INCHES. LA COSTA SO IMPROVEMENTS
STD. DWG QUANTITY SYMBOL
17Wf5E PLANS WE'RE 08TAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE _ AVENUE BLUE HERON Al/E SF
BEST f�F OUR KNOWLEDGE THERE ARE NO OTHER EXISTING FACIL /TES EXCEPT AS 93 ALL LATERALS SHALL B€ CONSTRUC7E0 CLEAR OF DRIV EWAYS. p 4
_�"� SAXONY Q A/L HOLLOW ROAD A.C. PAVEMENT . . L3'. 4C ��Ad•M�N'• •43750
SHOWN ON THESE PLANS. HOWEVER, 7HE CONTRACTOR IS REQUIRED 7D TAKE LAi �' ` r " \ ROAD LEUCADIA
PRECAUTIONARY MEASURES ID PROTECT ANY EXIS77NG FACILITY SHOWN HEREON 14. ALL PIPES SHALL HAVE A MINIMUM OF FOUR (4) INCHES OF CRUSHED ROCK
\ \ A `
AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. BEDDING AS SHOWN ON LOW STANDARDS DRAWING S -12.
L
6. LOCA 17ON AND ELEVA77ON OF IMPROVEMENTS TO BE MET 8Y WORK TO BE DONE MAP 6" TYY€ G CURB &GUTTER . C
-2... ..... 30 /2LF
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONS7RUC770N OF NEW Pg, /ORB MIXING OF CONCRETE IS NOT PERM /TIED WITHOUT PERMISSION OF LCND.
\ i4ClINI T / g � MAr
\
WORK. CONIRAC70R WILL MAKE EXPLORATORY EXCAVA77ONS AND LOCATE CURB INLET TYPE B' . . . . . .D -2 . .
... . . . 1 EA
EXIS77NG UNDERGROUND FACJLITES SUFFICIENTLY AHEAD OF COIVSTRUC77ON TO 16, ALL CONCRETE 7FSTNG REQUIRED BY THE LCWD WILL BE AT THE EXPENSE OF THE
PERMIT R€NSIONS TO PLANS IF REWS/ONS ARE NECESSARY BECAUSE OF ACTUAL CONTRACTOR. SC �Oi L NO SCALE TYPE B' HEADWALL
. . .. . . . .D -32 . . . . . . .1 EA
LOCA7701V OF EXISTING FACIL177ES. �r0
7. 7HE CONTRACTOR SHALL N077FY THE SAN DIEGO GAS & ELE07RIC COMPANY 17. THE CONTRACTOR MUST SECURE APPROVAL FORM THE LCWD INSPECTOR PR /OR
z3 BA ® RlP -RAP . . . .D -40. . . . . .500 SF
PRIOR TO STAR77NG WC:1RK NEAR COMPANY FACJLl77ES AND SHALL COORDINATE 70 BACKFALLING OVER ANY SEWER PIPE OR SEWER WYES.
� -9,p\ STORM DRAIN . . . . D -60 (D -LOAD PER PLAN). . .1351 LF
HIS WORK WTH COPY REPRESENTATWE"5.
NOTICE:• ALL ELEC7RICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 18. ALL LATERAL AND MAINS SHALL BE AFSTED BY A/R TEST METHOD" AFTER
1 [ UNDERGROUND 1NSTALLA7701VS" FOR LOCA77ON OF ELECTRICAL CONSTRUCTION OF ALL OTHER U77L/nES AS SPECIFIED IN THE LCM STANDARD
NOTE: ON SITE ?121V6TE 12AQOS ANt� \ ` Cy 7 TYPE A" CLEANOUT .D -9 . 6 EA = - =-
CABLES AND GAS PIPING AND APPURTENANCES, CONTACT THE SAN SPECIRCATONS. R IVATC 1>KAINOCIE �,$1sMENTS 0/ r Oo-
DIEGO GAS & ELEC7RIC COMPANY. P STREET SURVEY MONUMENT. .. .M -10. . . . . . . EA
T£LEPHONE it k p 1- 800 -422 -4133 19. ALL ACCESS HOLES (MANHOLES) SHALL BE 7FS7ED BY "VACUUM TEST" AS
TO (?Sic e%-4 t"P`�T�c IKE� 11 1 �CG°VCDRINcE �� O
8, THE CONTRACTOR SHALL N077FY THE PACIFIC TELEPHONE COMPANY PRIOR TO SPECIFIED IN THE LOW STANDARD SPECIFICATIONS. ay 1 RtJCC MLa1NTFN/a1�l�E
� JO ® STREET LIGHT (100W HPS). .E -f 3 EA
-fl
STAR77NG WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER 20. SEWER LATERAL DATA TABLE IS SHOW SHEET dC�2E'cMEIVT iZ��O1ZOEe
_ -. -- ��T�\ i9
WORK WITH COMPANYREPRESENTA77V£S WN 10 0S ;=/P No. � CIO PCC CROSS GUTTER. . . . . . . .G -12.
. . . . . . 7,100 SF
NO77CE.• ALL 7ELEPHONE SERVICES W71HIN THIS PROJECT BOUNDARY ARE
UNDERGROUND INSTALLATIONS " FOR LOCATION OF CABLES AND 21. 77-IE PIPELINE COVER OVER 77-IE SEWER LATERALS A THE PROPERTY LINE FOR LOTS 7, 8, 9 AND 90
CON APPURTENANCES CONTACT THE PACIFIC 7ELEPHON€ COMPANY. IS MINIMAL AS SHOW ON 7HE SEWER LATERAL DATA TABLE ON SHEET 2 OF 8 OF 771E IMPROVEMENT I
STORM DRAIN £SMr KEY MAP � � .9 CUT SLOPES (1: f MAX) . . . . . . . . . . . . . . . . . .
TELEPHONE f -800 -422 -4133 AND GRADING PLANS. 70 PROVIDE A MINIMUM WR77CAL DROP AT THE SEWER MAIN AS WELL AS TO
9. l7 SHALL BE THE RE OF THE DEVELOPER 7O CONTACT 771£ UTILITY PROVIDE A MINIMUM SLOPE ON THE LA7ERAL OF 2K FROM 771E PROPERTY LINE TO THE HOUSEHOLD
PVT STORM DRAIN
AGENCIES AD VISE THEM OF THE PROPOSED fMPROWEMENI$ AND BEAR 7HE COST MAY REQUIRE MODIFICATIONS TD 7HE BUILDING AND OR RAISING OF A POR770N OF THE PAD UNDER
DAYLIGHT LIN
O 9 LEGEND \ 4 �� FILL SLOPES (2. f MAX) .................. - -�T
OF RELOCATIONS /F NEEDED. THE BUILDING. ANY DEW/A77ONS FROM 7HE SrAIJDARD BUILDING CODES NECESSARY TO PROVIDE FOR \
E . . . . . . . . . . . . . ... . . . . . . .- r__�
LL TE SERVICES W7HlAt THIS PROJECT ARE UNDERGROUND SEWER HOOK UP IS SUBJECT TO APPROVAL BY THE CITY OF ENCINITAS BUILDING DEPARTMENT. 11
SLI L INE BOUNDARY
10. A
.Sc.F44LA77ONS 0 FOR LOCA770V OF CABLES AND APPURTENANCES, T. LOT LINE STREET SIGNS ... .. .OS -13..
.. .. 1 EA
IN $-
IFL€PHONE: 9 -800- 422 -4133 8 4
CURB
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON 7HE Q I STORM DRAIN
AS- BUILT" IMPROVEK/£NT DRAWNGS ALL SOURCES SHALL BE LOCATED WITHIN
A
THE DEDICATED RIGHT -OF -WAY, O WTHIN EASEMENTS DEDICATED TO THE CITY ® j 92
STREET LIGHT (900 HPS) �
OF ENCINITAS. TER N OTES O 7 " �
12 NO PAVING SHALL BE DONE LIN77L EXISTNG POWER POLES ARE RELOCA7ED m� 9 > SEWER MAIN �a'1 /ER IMPROVEMENTS
PER LEUCADIA COUNTY WATER
OUTSIDE THE AREAS TO BE PAVED. OLIVENHAIN MUNICIPAL WATER D157PICT 14 WATER MA /NS N DISTRICT SPECIFICATIONS
AND /O R 57ANDARD DRAWINGS
13. PRIth4TE ROAD IMPROVEMENTS SHOWY HEREON ARE FOR INFORA4 77ON ONLY 6 OR CI ES PO NSW FFIC IA LS SIGNA K RND E R, THE ES NOT OR CON
S777W UA OAL7R£SE 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WIN 771E DETAILS AND MATERIALS AS ,I C �r FIRE HYDRANT ASSEMBLY �
- -- --� SEWER MAIN . . . . . . . . . . .S -12 . . . . . . . . .1808 IF
PRIVATE IMPROVEMENTS. SPECIFIED IN THE OLlVENHAIN MUNICIPAL WA DISTRICT STANDARD SPECIFTCA77ONS FOR THE m 5
CONSTRUCTION OF WATER MAINS AND FAGILITES, DA7E0 MARCH 1997, WTH REVISIONS. CONTRACTOR y
14. ALL LL/MINAR/ES BALL PROVIDE TRUE 90° CUTOFF AND ALLOW ESCAPE OF LIGHT 16 EASEMENT 4" SEWER LATERAL. 5 -93,
5 -94. 22 LA - - O
SHALL HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON 774E JOB S17F AT ALL TIMES. 4 DRAINAGE FLOW �"'•
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWNGS, SIX SE75) AS REQUIRED BY THE ��� SCALE CONCRETE
� A ", 1f. F: . . . . .S -4, 5 -6 . . . . . .90 EA
ABOVE THE HORIZONTAL. - - - - -Q
d 17 LOT NO 1
f5 771€ CONTRACTOR SHALL REQUEST FORM THE ENGINEERING SERVICE DEPARTMENT STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO 771E PRE - CONSTRUCTION MEETING
W77N 3 SHEET NO /
A PRE- CONSTRUC770N MEETING AND SHALL PROWlDE AT LEAST 48 HOURS OF 771E DISTRICT'S INSPECTOR. I • ` {( EY M AP
IV077CE FOR SUCH A 40EF77NG. PHONE NUMBER. 633 -2770. ES�� y / DIS I T M SPECIFICATI I N ONS AND /OR
STANDARD DRAWINGS
16. 7HE,0 €WELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECT /ON OF DISTRICTS INSPECTOR. INSPECTORS
SU - ® � / - -
SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF WORK. B V1SO BOUNDAR
WHICH IS D157URSED OR DESTROYED SHALL BE RE- ES7ABL /SHED AND REPLACED
BY A REGISTERED CIWL ENGIN €ER OR A LICENSED LAND SURVEYOR. 4. WHERE ELEVA77ONS AND GRADES ARE NOT SHOWW ON THE WATER MAIN PROFILE, TOP OF PIPE
AS NOTED
99 o CONSTRUCTION OF WATER MAINS, SIZE TYPE AND CLASS - W ----
PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET 2
17. WE'DEWELOPER SHALL MARK 7HE LOCATON OF EACH SEWER LATERAL AND (PVC - POLYIANYLD.4 ATED STEEL) . . . -
DUCTILE IRON, C.M.L. 1425 L I F
C. -
WATER SERVCE BY CHISELING THE LETTERS S" AND "W" RESPECTIVELY, 2 INCHES 5. INSTALL A MINIMUM 1 -INCH WATER SER14CE TD EACH LOT. METER TO BE LOCATED 5
-FEET FROM A SIDE
20 CEMENT MORTAR LINED N£D AND ND CO.
HIGH INTO THE FACE OF THE CURB. LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED /N TOP OF EXISTING CURB OR IMPRINTED
IN NEW CURB AT ALL WATER SERVICE CROSSINGS 2f C.ONSTRUC77ON OF VALVE ASSEMBLY, SIZE AND TYPE AS ---
-°
18E! 7W ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND NOTED
FIRE HYDRANTS MAY BE USED /N LIEU OF A MANUAL AIR RELEASE OR THE INSPECTOR- IMPORTANT NOTICE
� P.V (G. V. - PLUG VAL GATE VALVE B. Y. - BUTTERFLY VALE
LOCA770AI APPROVED BY
6. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOIM -OFFS AT ALL LOW POINTS /N -VE).. �
. .
7HE WATER MAIN PROFILE. 9 2 EA
19. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 7HE STANDARD SPEC /FICA770AIS BLOW -OFF WHEN LOCA7ED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY 7HE DISTRICT'S
SECTION 421614217 OF 7HE GOVERNMENT CODE REQUIRES A 22 I s ( T
FOR PUBLIC WORKS CONSTRUCTION ON (LATEST ED177ON /S THE SAN DIEGO REPRESENTA77VE D/GALERT /DENTF7CA77ON NUMBER BE ISSUED BEFORE A PERMIT
CO �7RUCPON OF FIRE HYDRANT ASSEMBLY. .
STANDARD SPECIAL PROW570VVS TO THE STANDARD SP£CIR7CATONS FOR PUBLIC TO EXCAVAIF WLL BE VALID. FOR YOUR DIGALERT I.D. NUMBER
WORKS CONSTRUCTON (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS 7 UNLESS OTHERWSE N07FD, CONN£CTONS 7D EXISTNG MAINS SHALL BE MADE DRY. THE THE AND
CALL UNDERGROUND SERVICE ALERT AT CONSTRUCTION OF BLOW�OFF ASSEMBLY. . I EA
FA
COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWNGS (LATEST
EDITION) DURATION OF ANY SHUIDOWWJS OF EXISTNG MAINS SHALL BE SUBJECT TO APPROVAL BY THE DlS7RlCT. �, CONSTRUCTION
OF MANUAL AIR RELEASE O A/R AND VACUUM
DISTRICT SHALL BE N077RED T97 WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. VALVE ASSEMBLY . . . . . . . . .
. . . . . . . . . . . . . 1 EA
20. PRIVA ROAD S7RUC7URAL BECTON SHALL BEAM /N /MUM OF " OF ASPHALT 6. CONTRACTOR SHALL COOED /HATE WIN D /SIR /CT ALL ARRANGEMENTS FOR HIGH -LINING 7FMPORARY
TOLL FREE 1 -800- 422 -4133 ^�
CONCRE7E OVER 4" OF APPROVAL BASE (AN EQUIVALENT S7RUC7URAL SECTION SERVICES, ETC., PRIOR TO SHU7DOWNS NO SHU7DOWVS WLL B£ SCHEDULED ON A FRIDAY TWO
WORKING DAYS BEFORE YOU DIG CONS;F!' TON OF P/0 TEE . . . . . . . . . . . . 9 EA
W
MAY BE APPROVED BY THE CITY ENGINEER. GRADES SHALL BE A MINIMUM OF .59 CONS'7RUCM7N OF CAP ASSEMBLY. . .
. . . . . .
AND A MAX /MUM OF 2015 AND DESIGNED TO DRAIN THE SURFACE WATER 9. LINE VALVES, WHERE REQUIRED AT STREET 1WERSECTONS SHALL BE LOCATED ON THE PROLONGA77ON �A �+
® L A 2 EA
SROP BE INSPECTED A NO 7HE STTU B�7R£ SE C 7ON �
OF WORK. CE DRAINAGE OF THE S7REET RIGHT -OF -WAY WHENEVER POSSIBLE. ®EC TI ®AO �gE R C/7 R FL CONS OF WATER
SERVICE: . . . . . . . . . . 22 EA W
21. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIA7E FIRE DISTRICT AND MEETNG 771E DISTRICTS STANDARD
[J, f!I 6/ RESPONSIBLE 68 HEREBY DECLARE THAI / AM THE ENGINEER OF WORK FOR PROS PROJECT THAT /HAVE P/0 - PUSH -ON OR
. . ®SP
OR LIABLE FOR, UNAUTHOR /ZED CHANGES TO OR USES OF THESE PLANS. SPECIFICATONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
15° 19' 79' CONS ONSTRUCTION OF OR MECHANICAL JOINT
SAMPLE POINT. . . PEA
ALL CHANGES TO THE PLANS MUST 8E MADE IN W7/TNG AND MUST BE /
APPROVED BY THE PREPARER OF THESE PLANS 11. CONTRACTOR SHALL RE14EW ALL PROPOSED TRENCH WORK WTI CAL /OSHA. A COPY OF EXEMPTION EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF 771£ PROJECT AS DEFINED /N
LETTER OR 7RENCHING PERMIT, IF REOU /RED, SHALL BE SUBMITTED TO THE DISTRICT PR /OR TO SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE,
AND THAT IRE DESIGN 15 GENERAL UTILITY w W
EM
SEWER N® TES CONSIS7FNT WTR CURRENT STANDARDS �S£M i Q ER a PRIVATE LANDSCAPE
CONS7RUCnON •�
11 . J EASEMENT NO ®L «
12. ALL EXIS77NG FACILITIES WH /CH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING, O / UNDERSTAND THAT THE CHECK OF PROJECT DRAWNGS
AND SPECIF/CATONS BY 7HE a � � � � C' 1
J P� L CONS7RUC770N CON7RACTOR AGREES 7HArIN ACCORDANCE WTH
PROPOSED GONNECTONS SHALL BE FIELD V/ER/F7E0. ALL EXIS77NG OR PROPOSED UTILITY CROSSINGS CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND
DOES NOT RELIEVE ME, AS 2 J , 29 LpTION PRACTICES CONS 7RUCTON
HO
LEUCADIA COUNTY OR UTILITIES W7HlN f0 FEET OF PROPOSED WATER MAINS, SHALL BE SWN ON / MPROVEM€NT ENGINEER OF WOK, OF MY RESPONSIB /L /TES FOR PROJECT
pESIGN. L1AX v ? ZK v MAX GENERALi Y ACC TED CONSTRUC
CONTRACTOR WLL BE REQUIRED TO ASSUME SOLE RESPONSIBILITY FOR
WATER DISTRICT PLANS
ALL
1. WORK SHALL BE DONE IN ACCORDANCE WIN IRE LEUCADIA COUNTY WATER JOB SITE CONDITIONS DURING 7HE COURSE OF CONSTRUCTION
OF THE
13. ALL WA 5ERW7CES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES AND COMMERCIAL OR / PRO✓ECR INCLUDING SAFETY
, I ALL PERSONS AND PROPERTY,
0157RICT (LCWD) STANDARD SPEC /FOCAnON. INDUSTRIAL DEVELOPMENTS SHALL HA WE AN APPROVED BACKRZOW PREVENTION DE14CE ON G 30 / �8 / 6 "TYPE
G' CURB 8 GUTTER BASE UNDER C&G FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
SIDE OF WATER METER PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
CUSTOMERS
2. HE CONTRACTOR SHALL SECURE A PERMIT FOR CONSTRUCTION PRIOR TO ANY MANU€L E. N /EM, RCE EXPIRES OAIE .IRIS UAN77TY BECTON
/S SFTDW✓ BELLA_VI5TA D OVERLAY (3 MIN)- ALLEGED, E CONNECTION WIN A PERFORMANCE O F
LICE ON THIS
7
CON57RUCnON. 14. THE WA7ER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WTH THE PROCEDURES IN 7HE DA WD EVANS AND ASSOCIATES, INC. FOR
OUA PURPOSES ONLY. 771£ .� • -- - - C4" MIA)• PROJECT EXCEPTING LIABILITY ARISING FROM SOLE N OF DESIGN
ACTUAL STRUCTURAL BECTON WLL BE .1/0 SCr9 E
J. LCWD STANDARD SPECIFICATIONS ARE AVAILABLE AT THE DISTRICT OFFICE. STANDARD SP €CIF /CA77ONS ME CLASS OF PIPE SHALL BE USED AS WE DESIGNATED WORKING
7676 HAZARD CENTER DRIVE SU /7E 880 BA F ON SEE SOILS ESTABLISHED IN PROFESSIONAL.
PRESSURE FOR 7ESTNG ALL PIPE, VALVES (CLOSED) AND APPURTENANCES SAN DIEGO, CA 92108 TIE HELD. SEE SD /LS REPORT FOR T. l. = 50
DETAILS. � ®�p� c.�oq�•
4. 7HE DRAWNGS AND 7HE DATA HEREON ARE HEREBY MADE A PART OF THE ,> Amp c/+� 7 ::_ ST LT. (TYR 0W1 ER CERTI!"IW9/
G
SPECIFICATONS. 15. CONTRACTOR TO 77E OFF ALL VALVE LOCATIONS AND PROVDE WRITTEN DIMENSIONS TO INSPECTOR PRIVATE ROAD CERTIFICATION
ESMT IT R ESNT FOR ALL PROP.
5. NO REWSIONS SHALL BE MADE TO THESE IMPROVEMENT PLANS SHEETS 1, 2, 3 AND 4 IMMEDIATELY UPON INSTALLA77ON OF VALVES. GENERAL UTILITY
42 ' ST) FOR T /S AGREED THAT FIELD COND /TONS MAY REQUIRE CHANGES 77l THESE PLANS
EASEMENT
OR GRADING PLANS SHEETS 5, 6, 7 AND 8 THAT MAY AFFECT THE SEWER SYSTEM OR CERTIFY THAT THE P LOCATION SEE RIVATE ROAD
IMPROVEMENTS 3 98 18, 3 IT IS FUR7HER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
LATERALS WTHOUT 771E APPROVAL OF THE LEUCADIA COUNTY WATER D /STRICT. 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WTH
4' AS SHOWN ON THIS PLAN SATSF /ES THE TYPICAL V 2' 2 2' f' PLAN ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO
THESE PLANS WHICH
MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE F.H. LOCATION
2:
6. APPROVAL OF IRIS PLAN BY THE LCWD DOES NOT CCNST PROPER COMPLETION OF THE IMPROVEMENTS
TU7E A PERMITTED. REOUIREMEN75 AS STATED ON THE FINAL NOTICE OF APPROVAL R v THE DIRECTOR OF PUBLIC WORKS
DETERMINES ARE NECESSARY TO DESIRABLE FOR THE m
REPRESENTATION AS TO ME ACCURACY OF THE LOCAnON OF, OR 7HE EXISTENCE FOR PM 89 -291 AND THE STANDARDS m ��
OR NON - EXISTENCE OF,, ANY UNDERGROUND UTILITY, PIPE O W
STRUC7URE THIN FOR PR /VATS STREETS ?j 2Z U 2X U v� �� 5 G 2% 21
�QFESS /U 2X MAX l FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE
LlM /T5 OF THE PROECT. ® / O L E. W 1 PLANS WIHIN EXIS77NG COUNTY RIGHT- OF-WAY WTHIN 60 DAYS
AFTER ISSUANCE OF 43
7. CONTRACTOR SHALL NOTIFY LCWO TARTY- -EIGHT (48J HOURS IN ADVANCE OF EGA ESrJ/ r ®lA T � �D PJ�C17 �Q��lx J � N F L F
M �' I G. ' 7HE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTVEL Y ON EVERY NORMAL E '
BEGINNING WORK SO THAT INSPECTION CAN BE PROWIDED. 7Y CA77 WATER METER N <C
ti WORKING DAY UTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WOK
R.C.E. DA 7E y N0.0O30724 O z 6 "TYPE'G' CURB 8 - BASE UNDER C&Cx ASSOCIATED WIN THIS PROJECT OR UNDER
MY CON7ROL. 0
8. 774£ LCWO tNSP£CTOR SHALL BE FURNISHED 7HRE€ SETS OF CUT SHEETS PARCEL P: r ' GUTTER
THE WEST 264 OF 7HE HALF OF THE NORTH HALF OF THE SOUTHWEST OUARTFR EXP.: 6 -30- 2000 ^' AC OVERLAY (3" MIN.).
REVIEWED FOR CONFORMANCE WTR PRNA]E STREETS STANDARDS d Zo BEL LAGUNA_ LOUR FURTHER CERTIFY PRAT A REGISTERED SOILS
ENGINEER OR C€OL00/ST HAS B€€N OR i9
DATE CITY ENGINEER OF CA O
9. ME CONTRACTOR SHALL CONFORM TO LABOR CODE BECTON 6205 BY OF 7HE SOUTHWST E QUARTER OF SECTION 35, 70WNSH /P 12 SOU7R, RANGE 4
E (4" MlN)' WLL BE RETAINED TO SUPERVISE OVER- ALL - GRADING ACTIVITY AND ADWISE ON 7HE
SUBMITTING A DETAILED PLAN SHOWNG
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