HomeMy WebLinkAboutDWG 422-6B; CT 03-01-02; LA COSTA RESORT & SPA - PHASE II; 01-04{
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS
OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS
PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN
NON-CONFORMANCE IS DISCOVCRED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTE:D TO THE
CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK
IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE
MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTE:E'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE
OF LIABILITY. THE INSURANCE COMPANY WRmNG THE POLICY MUST /-j4VE A RAUNG OF ',I •
OR BETTE:R AND A SIZE CATEGORY OF CLASS V OR BITTER AS ESTABLISHED BY "BESTS"
KEY RA TING GU/0£
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRIATE AGENCIES.
5. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVMENTS ARE NOT
CONSTRUCTED PRIOR TO THE DEADLINE DA TE ON THE IMPROMVENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET
OF THE PLANS AND THE TITLE SHEET.
B. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED
BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO RITTECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE
PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISW OF : (A)
SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL
BE SUBMITTE:D BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA. PR/NC/PALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL
BE SUBMITTE:D TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA )"S OF THE
COMPLEnON OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORTS SHALL BE
IMMEDIATELY SUBMITTE:D TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE
FIELD TESTS.
12. A PRE -CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING
OF WORK AND SHAI L BE ATTENDED BY Al L REPRESENTA71VFS RESPONSIBLE FOR
CONSTRUCTION. INSPECTION, SUPQ?VISION, TESTING AND ALL OTHER ASPECTS OF THE
WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK
(760) 43B-3B91 AT LEAST FIVE (5) WORKING DAl"S PRIOR TO STARTING CONSTRUCT/ON.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH[ GRADING PERMIT
WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEEnNG.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL BE MADE
BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST UN£ AT (750) 438-3891,
INSPECVON REQUEST MUST BE REWVED PRIOR TO 2·00 P.M. ON THE DAY BEFORE
THE INSPECTION IS NFEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS
YOU R[QUEST OTHERWIS[. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR
TWO (2) FULL WORK DA l"S LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A
DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH[
0[$/GN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF
WORKER PROTECTION FROM THE HAZARD OF CAVING DURING THE EXCAVATION OF SUCH
TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE
PREPARED FOR ALL TRENCHES FIVE (5) FEET OR MORE IN DEPTH AND APPROVED BY THE
CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES
FROM THE SHORING S)'STEM STANDARDS ESTABL /SHED BY THE CONsmucnON SAFETY
ORDERS, VTLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PIAN SHALL BE PREPARED BY A
REGISTERED ENGINrrR AT THE CONTRACTOR'S EXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTE:D TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE
WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE
HAS RECEIVED WRITTE:N AUTHORITY FROM THE CITY ENGINEER TO DO SO.
17. ALL OP[RATIONS CONDUCTED ON THE SITE OR ADJACENT TH[RITO, INCLUDING WARMING
UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE
LIMITED TO TH[ P[R/0D 8ETW£[N 7:00 A.M. AND SUNSET EACH DAY. MONDAY THROUGH
FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON
WEEKENDS OR HOLIDAl"S. (A LIST OF CITY HOLIDAl"S /5 AVAILABLE AT THE ENGINEER/NG
DEPARTMENT COUNTER.)
18. Al L Off SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL TWO FUU WORKING DA)'S PRIOR TO 8EGINNING Of WORK, THE
CONTRACTOR SHAI L BE RfSPONS/Bl E FDR ANY DEBRIS OR DAMAGE OCCUR/NG ALONG THE
HAUL ROUTE OR ADJACENT STREITS AS A RESULT OF TH£ GRADING OPERAVQN
19. NO BLASTING SHALL 8[ COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE
CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF TH[ AVAILABLE RECORDS. ATTENTION
/5 CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT
SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH[ PLANS. THE CONTRACTOR
15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON
THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE 81:LOW)
AT LEAST TWO (2) FULL WORKING DA l"S PRIOR TO STARTING GRADING NEAR
THEIR F AGILITIES AND SHALL COOR DINA TE THE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERV/C[ ALERT 1-800-422-4133
SDG&E (BOO) 660-7343
SBC (BOO) 892-0123
ADELPHIA CABLEVISION (750) 438-7741
CITY OF CARLSBAD (STREETS & STORM DRAIN) (76? 434-29BO
*CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) 750) 438-2722
*SAN DIEGUITO WATER DISTRICT (760 633-2550
*LEUCADIA WASTEWATER DISTRICT (750) 753-0155
*VALLECITOS WATER DISTRICT (760) 744-0450
OLIVENHAIN WATER DISTRICT (760) 75J-6455
,.-----~SANITATION DIS~-~;--.....,,,_,(760) 726-1340 x/374
-~~ ,/, ',; ) /' '',!I' 1
HUNSAKER -/· ' ., ,._,,
& ASSOCIATES 1':'1 , • , . :,r ) . ~
SANCIECiO,INC. i'·" ~)
PLANNINC 10179 HL!ennekens Street
-'i :f i•>-' ENCJNEERINC San D~go, Ca 92121 , • . _ --/
SEWER & WATER IMPROVEMENT PLANS WORK TO BE DONE
LA COSTA RESORT
PHASE II
VICINITY MAP
NTS
SPECIAL NOTES
MULTI-UNIT PRIVATE LATERAL CCR's REQUIRED FOR
LA COSTA RESORT -CARLSBAD TRACT CT 03-01
COMMERCIAL DWELLING UNIT LOTS 29, 30 AND 31
LEUCADIA WASTEWATER DISTRICT
CITY OF
SAN MARCOS
II
PROJECT
SITE:
CD LA COSTA RESORT AND ALL SUBSEQUENT OWNERS OF THE PROPERTY OR ANY
PORTION OF THE PROPERTY (OWNER), ACKNOWLEDGE, UNDERSTAND, AND ACCEPT
THE FOLLOWING COVENANTS, CONDITIONS AND RESTRICTIONS (CCRs) CONDITIONED
BY LEUCADIA WASTEWATER DISTRICT (LWD) FOR ALLOWANCE OF EXCEPTIONS FOR
USE OF MULTI-UNIT SEWER LATERALS R[QUESTED BY OWNER ON CARLSBAD TRACT
CT 03-01, LOTS 9, 10, 11, 17, 18,24,25,26,31, AND 32,IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO. STA TE OF CALIFORNIA (HEREINAFTER, "THE PROPERTY").
TH[ ASSESSORS PARCEL NUM8[R5 INCLUDE: APN 215-123-02, 216-12J-03,
215-123-07, 216-123-20, 216-130-49, 216-130-59, 215-130-137, 215-
160-07 THROUGH 15, 215-150-04 THROUGH 05, AND 216-210-04 CURRENT
AS OF THE SIGNING OF THESE IMPROVEMENT PLANS, AND THESE CCRs SHALL
• ·1r~;---,
,---..,_ • J (
lrH-''=rt::'.--:1'.f;;,;~~~-;;f!~ 1
ALSO APPL y TO ALL SUBSEQUENT APN's ASSIGNED BY THE COUNTY RECORDER
SUBDIVISION,------1-.:il-.-0 I • /J
BOUNDARY _-___ :(I -~,-J/f'.1/~.,--~
TO SAID TRACT AND LOTS.
1) OWNERSHIP AND MAINTENANCE OF ALL INDIVIDUAL AND MULTI-UNIT SEWER
LATERALS ("PRIVATE 51:WER FACILITIES") SHALL REMAIN WITH OWNER(S).
2) PRIVATE SEWER FACILITIES SHALL NOT BE OED/CA TED TO LWD, NOR SHALL LWD
ACCEPT OR BE LIABLE FOR OWNERSHIP OR MAINTENANCE OR PRIVATE SEWER
FACILITIES.
J) EACH OWNER INDIVIDUALLY OR ALL OWNERS JO/NTL Y, ARE LIABLE AND RESPONS-
IBLE FOR DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR AND Re -
PLACEMENT OF PR/VA TE SEWER FACILITIES.
4) OWNER SHALL ACKNOWLEDGE THAT MULTI-UNIT LATERALS INHERENTLY ALLOW THE
POSSIBILITY OF ONE LIVING UNIT CAUSING DOWNSTREAM SEWER LATERAL BLOCK -
AGE THAT AFFECTS OTHER UPSTREAM LIVING UNITS CONNECTED TO THE SAME
LATERAL. OWNERS SHALL 8[ JO/NTL Y RESPONSIBLE FOR ANY AND ALL MAIN-
TENANC[ AND DAMAGE CAUSED BY SEWER LATERAL BLOCKAGE REGARDLESS OF
CAUSE.
5) OWNERS INDIV/DUALL Y AND JOINTLY SHALL INDEMNIFY LWD BOARD OF DIR[CTORS,
STAFF, AND CONSULTANTS FROM ANY AND ALL CLAIMS RELATED TO PRIVATE
SEWER FACILITIES AND MULTI-UNIT LATERALS FOR ANY AND ALL CAUSES.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS COMPILED BY PHOTOGRAMMETRIC
METHODS, FROM AERIAL PHOTOGRAPHY DATED 08-03-01, BY RICK
ENGINEERING COMPANY. TOPOGRAPHY SHOWN HEREON CONFORMS •
CD
3 ------
EL CAMINO REAL
TO NATIONAL MAP ACCURACY STANDARDS. M" "ASSUM!'Tl ON OF RESPONSIBLE Cl'.IAR,C,E" KEY MAP
OWNER/DEVELOPER
KSL LA COSTA RESORT CORPORA T/ON
2100 COSTA DEL MAR ROAD
CARLSBAD, CA. 92009
LEGAL DESCRIPTION
BEING A SUBDIVISION OF PORTIONS OF THAT CERTAIN LAND MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
i
;. M; OF lc/lq/47 , 1 HEREBY ASSV.\IE RESPONSJl'LE:
. CHA/1.~E FDR DESIGN Cf/ANOES TO THIS DRAWIN9. /\,, ~-r.z,:~
SCALE: 1•= 100'
.,,_~ RCE/: C 60283 PYP. 06-30-08 ~iui'ESSia4 ';',, ,.
Tl~O HY M. THIELE. fj:<:> '.l.'/1~ M. t, '1( , ) ~I:> ,Sc«-
F /Rf4, Rl3F CONSI/LTINO ~ ~ t~ ~ ~,._ c•--..,.. -' ADl>Rl:SS: Soso AVENIPA ENCINAS SUITE: 260 "' ,,., . ;
Ii! r:n.~-:,, ) C~Ri at!Al> (ii ~2008
WT 3'1
TEL/iP/-fONE: (760) 476-9193 _ _,,··"\_ ~ C7V\\. ~..,.• )
SHEET INDEX ~~~----.,, ' ' ~ ,· /' DECLARATION OF RESPONSIBLE C~, J-NOTES. KEY MAP & WORK
&
I
SPA-
I I
THE IMPROVEMENT WORK SHALL 8[ PERFORMED IN ACCORDANCE WITH THt
FOLLOWING DOCUMENTS, CURRENT AT TH[ TIME OF CONSTRUCTION, AS
DIRECTED BY TH[ CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS 2004 EDITION
3. THIS SET OF PLANS
4. CITY COUNCIL RESOLUTION No. 2004-304.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
5. GEOTECHNICAL INVESTIGATION PROPOSED RESORT VILLAS LA COSTA RESORT d: SPA,
DATED NOVEMBER 11, 2003, BY SLADDEN ENGINEERING.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND
SPECIF/CATIONS FOR WATER, SEWER AND RECLAIMED WATER.
9. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY.· RICK ENGINEER/NG
DATED: NOV. 3, 2003 WDID NO. 9 37C318589
10. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER B[ST MANAGEMENT PRACTICE,
HANDBOOK; AND THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCT/ON SITE
BEST MANAGEM[NT PRACTICES (BMP) MANUAL.
11. STORM WATER MANAG[MENT PLAN (SWMP) PREPARW BY HUNSAKER d:
ASSOC/A TES DATED MARCH 14, 2005.
12. LEUCADIA WASTEWATER DISTRICT STANDARD SPECIF/CATIONS.
DESCRIPTION
EXISTING SEWER
PROPOSED SEWER LATERAL
[XISTING ScWER LATERAL (PER DWG 397-2)
FIRE HYDRANT A55EMBL Y WITH MARKER
8" FIRE SERVICE W/DBL CV DET. CHECK
EXISTING B" FIRE SERVICE
EXISTING WATER LINE (PER DWG 397-2)
EXISTING 2" WATER SERVIC[ (PER DWG 397-2)
****S-17, ***•S-18
*•"'*S-17, ****S-18
•w-12
SYMBOL
-------®
----------<S°"
·W
QUANTITY
J E.A.
2 EA.
1 E.A.
PROPOSED WATER MAIN -w--638 L.F.
GATE VAL>'f
2 • AIR VAC A55EMBL Y
2• WATER SERV/C[ (NO McTER) W/
2" BACKFLOW PREVENTER
*W-16
•w-1
C.M.W.D. W-4
2• IRRIGATION SERVICE (NO McTER) W/
2• BACKFLOW PREVENTE:R C.M.W.D. W-4 ,-------~(jfiJ
12" x 10" REDUCER
• CITY OF CARLSBAD/CMWD STANDARD DRAWING
• • COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWING
• • • AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS
• • • • LEUCADIA WASTEWATER DISTRICT STANDARD ORA WINGS
KEY MAP LEGEND
SUBDIVISION BOUNDARY
RIGHT OF WAY
SHEET NO .
FIRE HYDRANT
STREET LIGHT
----------
---•--
STORM DRAIN
WATER LINE
SEWER LINE (L WO)
CXX]
o----(:l
=@= = = = 0 = = = = r-r~
----~------
-
----
ENGINEER. OF IVORK
/ 7wr-z:&,;A& ;;:. TIMOTHY M. THltLE.
2 E.A.
2 E.A.
1 E.A.
2 E.A.
1 E.A.
l~r67
DATE
SHEET NO, R.C E. NO. ,486 EXP. 6/30/08
_A._.--tNGINE:ER ... Qf.., W.QRK '--:..."J'--,-s:: TO BE DONE----------------------1
LOTS 7 AND 19 AND A PORTION OF THE LAND DEPICTED AS "NOT
A PART" OF MAP NO. 14984, IN Tl/£ CITY OF CARLSBAD, COUNTY
OF SAN DIEGO. STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 1 B, 2005 AS
FILE NO. 2005-0224598 OF OFFICIAL RECORDS.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I ADDITIONAL NOTES------------------------------------2 ~«~ BASIS OF BEARINGS
THt BASIS OF BEARINGS FOR THIS SURVEY /5 THE CALIFORNIA
COORDINATE Sl"STEM -1983, ZONE VI, 1991.35 EPOCH, NORTH
AMERICAN DATUM OF 1983 (NAD83), GRID BEARINGS BETWEEN
STATION CLSB-023 AND STATION CLSB-036 AS SAID COORDINATES
ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL
NETWORK ESTABLISHED BY RECORD OF SURVl:Y MAP NO. 17271,
FILED IN THE OFFICE OF THE SAN DIEGO COUNTY R[CORDER ON
FEBRUARY 8, 2002.
IE: N 55'49'02" E
REFERENCED BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR
MAY NOT BE IN TERMS OF SAID Sl"STEM. THE COMBINED SCALt
FACTOR AT STATION CLSB-023 IS 0.999955840. GRID DISTANC[ =
GROUND DISTANC[ X COMBINED SCALE FACTOR.
PROJECT LOCATION
THIS PROJ£CT IS LOCAT£D WrrHIN ASS£SSORS PARCEL NU/.1B£R(S)
216-121-07
THE CAUFORN/A COORDINATE INDDI OF THIS PROJECT IS
N ____ _Lur,_____ E 626B
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 422-6, 422-5A, 402-28, 402-2C,
402-2£, 402-2F. CMWD 7383
l-t4 VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS IMPROVEMENTS--------------------------------------3 & 4 {12/IJ/05 DEFINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
TH[ DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF!c:ATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
/RM: F,
AD
HIINSAKER II, ASSOCIATES
DRESS: to 179 HUENNEk£NS AVE
CITY, ST.: SAN DIEGO CA
TELE~E: /85~ S58-1500 . P.4½~ BY· l!/t!•~
P.E. NO.: RCE 48670
EXPIRATION DATE: 6/J0/06
BENCH MARK
OAT£,
DESCRIPTION: BRASS DISC IN WELL MONUMENT
R/800-288+89 EC)
(5.D. CO. CONTROL PT.
LOCATION: A STREET CENTERLINE MONUMENT ON
El CAMINO REAL D. 88 MILES
NORTHERLY FROM LA COSTA AVENUE.
RECORD FROM: NORTH COUNTY >'fRTICAL CONTROL
DATA, PAGE 184
ELEVATION: 113. 122 ADJUSTED
NGVD 29
IMz/lJS
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
DATE
R.C.E. NO. 4567D EXP. 6/30/06 -
LEUCADIA WASTEWATER DISTRICT CARLSBAD FIRE DEPARTMENT "AS BUILT,,
PUBLIC SEWER SYSTEM APPROVAL ~4uk_ 9/,,/08 R[OUJREMENTS:
APPROVED BY: LWD DISTRICT ENGINEER NUA/8£R OF F.H. 'S__L F.FI.OW 1500 G.P./.1. OUT OF _.1__ F.H. 'S
RCE 480 70 EXP. ~/30/10 DATE
dVP~ ~"' ~ "tr~
,
BLOG. SPRINK/£D? L NQ__ F.FI.OW 2250 Gf-1,/· REVIEWED BY:
'...~--1 .......-/6/4.;I:" ~~ L" A -/ j()-'i,-~~ STEVE DEER/ G R.C.£. 26514 D/4
DUDEK AND ASSOC/A TES EXP. OJ/Jl/06 • FIRE 'Slfll ' / T DA INSPECTOR I ,, DATE
I SHl[ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT -
IMPROV[M[NT AND UTILITY PLANS FOR:
LA COSTA RESORT & SPA
·------PHASE II
CARLSBAD, CA
7/07/08 Rt..M ,/5\ ','IS-13UILTS' APPROVED/:1r LLOYD B. HUBBS
10/10/01 11 :J_\CHAl'JG[. E:NGIN££f< oF Wofl.1< & /NS-r-ALL ;0/2.1/11 Dldf ~~ y~~.J{ .t.e-/J,$/,:,5
f/ £ W 2.•· \,\/ A f" £~ 5£ /L V IC£: ·-~ ..... CITY ENGINEER RcE z ::.== Exe 12L.31 /05 ' DATE -· ,._,..,,,/.., ~J.J 5·16·07 JrlM It::, /?PP /NlET 6h'T. 3 PROJECT NO. 7
DR;;;_~~0-1
OWN BY:
DATE INITIAL O,i.\TE INITIAL DATE '1NITIAL CHKD BY: A>Z CT 03-01-02 I REVISION DESCRIPTION RVWD BY: ENGINEER or WOR OTHER APPROVAL CITY APPROVAL -SURVEYING PH(858}558-4500· FX(856)556-1414 • ____..~ ~7-::::::::::::::::"--:---::::--7...,,,,==-'""==-;;.;.;;;.... _______________________________________________________________________________________________________ -:~~;--:----;-;-:-:-::-:====-::-:-~-;;-::~=-;--;~-;;;:::--::-:-;--:~;::-;~-:;-----:-==---:--'--
/'.______,, R \0615\B.Eng\]MprovE:'~E:'nts\C515io01 ::>wgl l981J □ct-12-2005:12:53 W.O. No }503-01
!<IN :
110 708
070507
• .111405
SEWER NOTES (LWD)
I. LWD APPROVAL OF THES£ PLANS DOES NOT REUEVE THE APPLICANT, PRIVATE ENGINEER OF
WORK, OR CONTRACTOR FROM RESPONS/8/UTY FOR THE CORRECTION OR ERRORS AND OMISSIONS
DISCOV£REO DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MA TE RIALS AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA
WASTEWATER DISmlCT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPEC-
IFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD
DRAWINGS, MOST CURRENT EDIOONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS
GOV£RN.
3. OSHA SAFITY ORDERS AND OSHA CONFINED SPACE ENmY REQUIREMENTS SHALL BE FOLLOWED
AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HA V£ A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB
SITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DA TE
OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE
DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE
WHATSOEV£R TO LWD.
6. OUANTlnES SHOWN HEREON ARE FOR BOND E5nMATE PURPOSES ONLY. NEITHER THE PRIVATE
ENGINEER NOR L WO GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER OUANTlnES.
7. PRIOR TO CONSmUCTION, THE CONTRACTOR SHALL SUBMIT SHOP ORA WINGS REPRESENTING ALL
MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH
MATERIALS ARE APPROVED BY LWD.
8. PRIOR TO BEGINNING SEWER WORK. THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT
SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURV£Y REQUIREMENTS.
9. PR/DR TO BEGINNING SEWER WORK. THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONST-
RUCT/ON AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PR/DR TO CONSmUCTION.
ID. ND WORK SHAU BE COMMENCED UNTIL ALL PERMITS HA V£ BEEN OBTAINED FROM THE JURISDICTIONAL
CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES.
II. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN
TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER
PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND
DURING mENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED
FOR ALL mENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING
SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFITY ORDERS, TITLE 8, CALIFORNIA
ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY
OF THE OSHA EXCA VA TIDN PERMIT MUST BE SUBMITTED TO THE L WD INSPECTOR PRIOR TO
EXCA VA TIDN.
12. ALL SEWER FAG/UT/ES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR
Sf/ALL DEWATER AND MAINTAIN DEWA TERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED
INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STA TE. ALL PIPE
ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE, SHALL BE
ENCASED IN GEDTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO
THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG
PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED.
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OB-
TAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE
PR/VA TE ENGINEER'S KNOWLEDGE, THERE ARE ND EXISTING UTILITIES EXCEPT THOSE SHOWN ON
THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR
smucTURES NOT SHOWN, DR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS.
THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN
ON THE PLANS AND OTHER EXISTING FACIUTIES DR smucTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY
OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY,
PIPE. DR smucTURE WITHIN THE LIMITS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY
STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY
REGULATIONS INCLUDING, BUT NOT LIMITED ro, TRENCH SAFITY AND CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES
Tl/AT mENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SD/LS ENGINEER IN ACCORDANCE
WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM OF PIPE. SEWER LENGTHS
SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUC-
TION CHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE
SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROV/OE
AS-BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE
PROJECT.
SEWER NOTES {LWD)
(CONTINUED)
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET. INCLUDING COLLECTORS AND LAT-
ERALS, UNLESS OTHERWISE APPROVED IN WRlnNG BY THE D/Sm/CT. TRENCH SHALL BE BACK-
FILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PROTECT ALL SURV£Y MONUMENTATION, IF ANY SURV£Y MONUMENTS
ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO
RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER
PIPE AND ANY OTHER UTILITIES.
24. SEPARATION OF SEWER/ WATER AND SEWER/ RECLAIMED WATER SHALL COMPLY WITH LWD
STD. DWG. S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT. REGULATIONS.
25. CONNECTIONS TO EX/5nNG SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT
PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED
TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY
THE L WD INSPECTOR, OR AS APPROV£D BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS
OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
27. A 2-INCH HIGH •s• SHAU BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY
THE CONTRACTOR.
28. A 10 GAGE SHIEWED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL
EXTEND UP TD A 2• COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE
SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW
PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE
UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND
COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND
PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES.
OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCT/ON IS NOT IN PROGRESS.
30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED ANO SHALL THEN BE LIM/TEO TO
LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWO SEWER STANDARDS.
WATER JETTING SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY L WD
WILL BE AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT THE TIME OF
PLACEMENT. GPX PRODUCTS, INC., DR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET
IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MANHOLE RINGS SHALL NOT BE AUOWEO
FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR
USE WITH 8" SEWERS WITH DISTRICT ENGINEER APRROVAL.
35. JOINTS BETWEEN MANHOLE BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2• BY
2 • BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE
CPS-210 ar PRESS-SEAL GASKET CORP., OR APPROVED EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3)
SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL.
37. ALL SEWERS AND LATERALS SHALL BY WA\-1/E BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED
AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIOERA TION FOR FINAL ACCEPTANCE BY
LWD. AIR TEST SHAU BE DONE AFTER CONSTRUCTION OF ALL OTHER UTTL/TIES AND UTILITY
LATERALS.
38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWO
INSPECTOR PRIOR TD PAVING.
39. MANHOLES SHALL BE 4-FEET DIAMETER FDR PIPE UP TD 15-/NCH DIAMETER PER LWD STD DWG
S-3. MANHOLES SHALL BE 5-FEET DIAMETER FDR PIPE 18-/NCH AND LARGER PER LWD STD
DWG S-4.
4D. A/H'S SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-LOCK) DR A POLYURETHANE
PROTECTIVE UN/NG SYSTEM PER SECT 500-2 OF THE GREENBOOK FOR I) ALL NEW MH'S; 2)
ALL EXISTING MH'S WITH NEW CONSTRUCT/ON; AND 3) ALL EXISTING A/H'S THAT REQUIRE NEW
RISER RING.
41. MAXIMUM DEPTH OF SEWER FOR SR35 PVC PIPE IS 15 '. C900 PIPE IS REQUIRED FDR DEPTH
OF COVER OVER 15 '.
42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO
EXCEED ONE YEAR FROM APPROVAL DATE TD START OF CONSTRUCT/ON. IF THE ONE YEAR TIME
LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DMLOPER SHALL RESUBMIT THE Pl.AN
CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES
REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE
LWD DISTRICT ENGINEER PRIOR TD THE START OF CDNSmUCTIDN.
43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE
CONTRACTOR SHALL CONNECT TD EXISTING MANHOLE smUCTURES AND CONSmUCT THE NEW
FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER UNES AS
REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF THE NEWLY
INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED
AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY
LINK-SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JD/NT SHAU BE LOCATED WITHIN
ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED.
WATER NOTES (CMWD)
1. WATER MAIN AND APPURTENANCES SHALL BE CDNSmUCTED IN ACCORDANCE WITH THE CITY OF
CARLSBAD ENGINEERING STANDARDS VOLUME 2 POTABLE AND RECYCLED WATER STANDARDS
AND VOLUME 3 STANDARD DRAWINGS AND NOTES, DA TED JUNE 30, 2004 OR LA TEST REVISION.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATTON PERMIT FROM THE OMS/ON OF INDUSTRIAL
SAFETY BEFORE ANY EXCAVATION AND PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL AD-
HERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFITY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT
SHALL BE OBTAINED FROM THE C.M. W.D. omCE AND MUST BE SIGNED AND APPROVED BY
THE DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE
CONSmUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PR/DR TO BEGINNING OF CONSTRUCTION. (TELEPHONE ND. (750) 438-
3891) FOR SCHEDUUNG.
5. ND TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. AU EX/5nNG
TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. ANY
EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VERTICAL AUGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE
LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE
CITY OF CARLSBAD FIRE MARSHALL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHAU BE CONSTRUCTED IN ACCORDANCE
WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCT/ON OF
RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 1993 DR AS
AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC
PROTECTION. IF DEVELOPER/OWNER CONDUCTS SD/LS TEST REPORT AND DEMONSTRATES THAT
PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER
AN ALTERNATE FORM OF PROTECTION.
SEWER LATERAL CONNECTION NOTES:
1. ALL NEW CDNECTIDNS TO EXISTTNG SEWER SHALL BE MADE TD EXISTING WYES DR SHALL BY MADE
BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND
PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FDR INSERTING
WYES INTO AN EXISTING SEWER.
2. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER
SHALL BY TEMPORARILY PLUGGED AND BY-PASSED ar PUMPING OR PUMPER TRUCKS FOR DISPOSAL
TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSmEAM FLOW. LWD MAY RE-
QUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED
MONITORING. ND UNMANNED BYPASS SHAU BE ALLOWED.
3. FDR CONNECTION OF ALL PLAIN END TD PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE
OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTS/OE DIMENSIONS AS THE
PIPE BEING REPAIRED. PVC SEWER REPAIR COUPUNGS SHALL BE RUBBER CASKETED WITH NO
CENTER STOP. PIPE ENOS SHALL BE THROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR
COUPUNG(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TD ONE PLAIN END PIPE,
THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER ANO THE REPAIR CDUPUNG SLIPPED
BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR
COUPUNGS SHAU BE AS MANUFACTURED BY PW PIPE, OR EQUAL APPROVED BY THE DISTRICT ENGINEER.
4. PVC OR Vlm/FIED CLAY PIPE (VCP) SEWER PIPE ANO WYES MAY BE USED TO TIE-IN TO EXISTING
VCP. FDR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES,
INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT DR TRANSITION COUPLING SHAU BE USED WITH A
GASKET RANGE FDR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE
ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER
ASTM A535, GRADE 65-45-12 AND SHALL BE PROVID<D WITH 16 MILS FUSION BONDED EPOXY COLOR
CODED TD THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D20D0 MBA710, COM-
POUNDED FDR WATER AND SEWER SERVICE. ALL NUTS ANO BOLTS SHALL BE TYPE 316 STAINLESS
STEEL.
SEWER LATERAL TABLE
LATERAL DEPTH LENG11f
LOT NO.
STATION INVERT STATION ELEV. BEWW OF
OF AT MAIN OF AT LATERAL
LATERAL LATERAL BLDG FS TO IE
AT MAIN IE AT BLDG IE (1) (4)
2 50+0D.DD SWR 38.55 51+ 18.23 SWR 40.00 3.70 118.23
3 50+0D.DD SWR 38.55 50+39.55 SWR 42.50 4.20 50.72
4 51+15.69 SWR 21.10 50+00.00 SWR 36.00 5.75 115.69
ENGINEERS NOTES
7. THE CONmACTOR SHALL ENFORCE ALL s-.FETr< MEASURES.
THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SDLEL Y RESPONSIBLE FOR CONFORMING TO AU LOCAL, STA TE ANO
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
2. CONTRACTOR AGGRESS THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB-
S/TE CONDITIONS OUR/NG THE COURSE OF CONSTRUCT/ON OF THIS PROJECT, INCLUDING, SAFETY
OF AU PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND BE LIMITED TD NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, IN-
DEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING
LIABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE TD INSURE Tl/AT ALL SLOPES, STREETS, UTILITIES, AND
STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY QUESTTONS
REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTER-
PRETATION BEFORE DOING ANY WORK BY CALUNG THE ENGINEER OF WORK AT (760) 771-4013.
THE CONmACTDR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND
ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MAY RESULT FROM HIS OPERA T/DNS
BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DES/LT/NG BASIN, DIKES, SHORING,
ETC.) UNTIL SUCH TIME Tl/AT THE PROJECT IS COMPLET£1) AND ACCEPTED FOR MAINTENANCE BY
WHATEVER OWNER, AGENCY OR ASSOC/A TION IS TO BE UL TIMA TEL Y RESPONSIBLE FOR MAIN-
TENANCE.
4. THE LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO ME MET BY WORK TO BE DONE
SHALL BE CONFIRMED BY FIELD MEASUREMENTS PR/DR TO CONSTRUCTTDN OF NEW WORK.
5. THESE PLANS ARE DRAWN SHOWING FULL IMPROVEMENTS WITHIN SPOT PORTIONS. AREAS BE-
TWEEN SPOT PORTIONS SHALL BE CONSTRUCTED TO RECEIVE THE FULL IMPROVEMENTS AS SHOWN
IN THE SPOT PORTIONS.
6. SEWER AND WATER LATERALS SHALL HA VE MINIMUM 5' SE PARA TIDN-TYPICAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE smEET WITHIN THE LIMITS OF WORK OF
THIS PLAN PER SDRS DWG. M 19.
CONSTRUCTION NOTES (CMWD)
1. ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL POTABLE WATER METERS
SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
2. ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER CONCRETE AS
MANUFACTURED BY ARMDRCAST OR EQUAL.
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES
SHALL BE 5 FEET.
4. THE TOP OF THE WATER METER BOXES SHALL BE FLUSH WITH THE
FINISHED SURFACE GRADE.
DROP
TO
MAIN
(2)
D.50
1.20
1.20
LAT.
SWPE
-"
1.00X
3.59X
12.05%
"AS BUILT"
~~~
RCE 42,~70 EXP. a,/::;o/10 j
REVIEWED BY; w ~
INSPECTOR
DATE
1---+-----+-----------+---+--t----+---, i SH2EET I L_C_I_T_Y=O=F=C--=-A=R=L=S=B'-A-D_ ENGINEERING DEPARTMENT ---~
¼-----+-----< : IMPROVEMENT AND UTILITY PLANS FOR:
-··-------1------'----+---+----' j LA COSTA RESORT & SPA
1----+---+--------------+---+----+---+---1: PHASE II
"=--==-=+=~+--fr-~~~-=.---------+-----1----1----1---11 CARLSBAD,CA
7/07/()3 lfL/o,1 .l3\ 'A9-e,V/LTS' IAPPROVEDOT LLOYD B. HUBBS i
_L_ O / -1 a/ oS 1
Ex~ 1 " /"7 1 05 r----7□ArE I
10/10/01 "fT 2,\ cllAN&E. £/Jr,/,l££R. ot= "Nofl.k. & !NS1'AI..L _ J_t>Jz-f-•· ,r.. -I -< -• µ~====....=..c=="--'"--=~~~~==+----+--v--I Nf.'N 2." WAf l!: R. S £ P-V._./_..C_../Z._ _____ -+---f---------1--;,-"°'-+----I CITY ENGINEER" RCE
/ l----+--+-----------------+---+---+---+---1 1 DWN BY: __ ~_
DATE INITIAL f-.C.DAcc.T.=E_c..clN-"IT.c..lA.=.L+--=D~A~TE~-'"'Nl~Tl~ALc..i II CHKD BY: c,,')'F--"'-
ENGINEER or woR1 REVISION DESCRIPTION OTHER APPROVAL cnv APPROVAL RVWD BY:
·-
PROJECT NO.
CT 03-01-02
R. \061 5 \&.E rih \ l r-ipr ov e r--ier.t s \ 061 Sio.02 ciwg[ 1 SE31 J □c t 11-20C ::.1? .0l
DRAWING NO. 1
422-6B 1
W.0. No 25(13-01
BIN:
103007
111405
50-
4-5-.
40-
-45,6() TP,
-'-~1-
0 --t
-' -"--+---
--l--C-1 -l ----
-j
CONNECT O fJ</ST/Nf;
' • • a ---
1 ' ---+ --+
ORIGINAL GRQUNp
OVER WATERl,IMEI
--;..,____ 1z"cL¢.. '-,,.,----:,,;... 28 "CLH
r
--------+--------~-'--+--'-----~='-'-='--'~'-----' -
_J
_j_
11+'50 12+00
1 LOT 1 35 I 11----;r; 1
1
) EXISnNG STORM DRAIN
PER DWG 402-28
PORTION OF EXISTING 20'
EASEMENT TO CARLSBAD
WA/ER DISTRICT TO BE
QV/TClAIMED
EXJSnNG FH ASSY
TO REMAIN IN PLACE\ _ --
EXISTING 10' ACP WATER i\_ XxJ
PER CMWD 7J8J TO REMAIN \ -~
1
1
\ ,____ I
,/
;J---
111---",+--
:el .J -y --} '.,.
EXISTING 10• ACP Wit~---"'-'-t-1=~"1'f~ ----
PER CMWD 7383
TO BE REMOVED
AT NEAREST JOINT
'
36" RCP STORM DRAIN ==::111 -
EXtSnNrTSEWER
TO BE REMOVED RJME4JJ9,__ __
8 • FIRE SERVICE PER DWG 422-6C I -I 11
r===k'L
PORT/OM OF EXl~ST,'.Jf/N~JJL..,,,.lli
EASEME, T TO LEUCADIA
WATER /STRICT TO BE W/ DE/ECTOR CHECK
SERVES BLDG 4 ~ ~ I
~
SUBDMSION'--...__
BOUNDARY
,-EX/Sn NG 12 • PVC WATER
I PER CMWD 7383
QV/TCI.A MED
11+2139
FIRE HYORAN
PER W 12
--~2• WA/ER SERVICE
W/ 2• BACKFLOW
, PREVENTER
2· IRR::v::v:1c f
t{&N'!:fKFLOW B(~B ,,r
I
11 +58.52 WTR
31 LOT 34
.,---.,,-.___ BUILDING NO, CD
'---f STA II +4J;.4] -r z." WATER sE1<.V1c6 PER STC> W-~ ----t--. W/ 2." METEl'-
2." ioAC\< FLOW Pl!':P., STP W-20
L.:.,:~:::,,.....~:,,.,.--~
.36-
27.50 P
12 Fl XPJ
26-
FINISHEIJ GRellNO
QVER W,IIIER UNE
JI/~
MIN. COVER
FINISH G{IOUND
OVER WA/ERLINE
,?" _ 0.5DJC'. ---~-~--
TOP OF 12 'ATER CL-150__,.r -@ -
L POINT
ORIGINAL GR0/1 D
OVER WATml/N
31
32
-38
-33
-28
16+2.J.57
T!R . LIN£ PROFllfS .--.... ___ : --
l'Z.+'5O 1.3+00 1,f+00
LOT 37
21.50 tP
12 PI-GXPJ ~L 27
( ) l/fD/CAIE$ D ELEV.
[ J l~DICATE$ E, EV. FROM REF/cRfNCE DRAWINGS
PROFILE SCALES
HORIZ.
Vf RI.
1 "=20'
1 "=4'
+CO
__ ,.L_ ________ -i
WATER DATA
I l BEARING/DELTA RADIUS LENGTH REMARKS
I N 19"20'19" E 10.00' 12" PVC CL-150
2 T57'40" 200.00·• 27.7g' 12• PVC CL-150
3 6"10'58' 200.00'• 21.58' 12" PVC CL-150
4 N 21"07'01 • E 47D.83' 12" Pv'C CL-150
5 N 70"22 '2g • W 107.79' 12• PVC CL-150
D 20 40 60 PRESSURE ZONE HGL 318 I 1----1 , •DEFLEcnoN couPUNGS REOUREO
EXISTING 6 • AC BERM L TO BE REMOVED ---,,---··--·----·-----~--~-······-·----
---SC_A_L_E !'= 20' E)(t5T/NG !O"ACP WATeff? j
--- ----------F 7 N'= • ==5'" .JOI 'fvT CARLSBAD WATER DISTRICT PE/i?C1'ffkJJ_lJJ~ee ---. _ij .. -... ---EXISTING 2·0····-.EASEMENT TO j L'""'_"_c-_ -'.---::_ ~ 3 '"c '!/f..'k!ffo!!fj-~~-273988 1K!I£;
EXISTING ENERGY
DISS/PA/ER
TO BE REMOVED
v,36,00 IE l
41.75 FG \
+-----· ~
PRO
LATE
WTR
EXISTING 10 • ACP WATER
-· ----·----. ' "< ~---'-
f'/Rl! UYP~ANT, WArER 0ER'!,ICci _ _L_
------------F/lfi'E l!NE AND /VEW cASEM!fNT 1
----,---EXtsnNG 6" SEWER FER DWG.4 z-Z-(j,lf{ :
'--..._PORTION OF EXISnNG 20' _ _,,_LATERALS TO REMAIN : I
EAS£MENT TO CARLSBAD LOCATIONS TAKEN FROM I
WATER DISTRICT TO BE FIELD OBSERVA TIDNS
QUITCLAIMED S @ :
_____ _L_PER_:,~WD 7383 TO BE REMOVED _____ _
s
PJXFLG TEE
GXPJ ---._ ----.. ,,,.------._,.,----~
16+38.00 WTR
DO NOT CUT INTO EXISTING ACP
WA/ER LINE. AT PROPOSED
CONNECTIONS CONTRACTOR TO REMOVE ACP BACK TO THE
NEAREST JOINT.
CONNECT TO EXISnNG ,0 ACP
1 EA~ 12• FLGXPJ ELL W/7B
1 EA~12" FLG GV
I EA~1?,''X10" FLGXPJ REDUCER
I EA~2 80
I EA~PVC/ACP ADAPTER
REVIEWED BY:
/ q,'.17/4 5
DATE
i TO REMAIN IN Pl.ACE
' --------+---------
I 2X , z'X8' PJXFLG TEE 36' f'V C STORM DRAIN )
I EA~8• FLGX.~P;;;U;;G;;;V;:..-,,~P;:ER;;.::;;;D;;;WG;::,_/;;;;;4;"';2-'2-6C ~ ...1.~,._.::::;ii;;;;:;.i;;;;;;~,,;;;;,,.;-.. _ ........_-;;;;_...,. _____ - --------
\ 18 n PYt: 6T/JKM PtfR/,1/ __,/
-w
"ASSUMPTION OP RESPONSJBLE CHARGE" INSPECTOR ·-----.----
!
SAM DIEGO, INC.
PLANNING 10179 HueonekeP\ Street
ENGINEERJNC San Diego. Ca 92121
\ SURVEYING PH(858)558--4500· FX(858)558·1414
' ,' ' /\, .A,, / -, .. ----, '--..,__./ -.._,_/ ------
11+21.39 WTR
12X'12"X8" PJXFLG TEE
I EA~8• FLGXPJ GV
\.. PEif PW6. 1/IJ: 4e2-6C SUBDMSION
'---~ (n. _ _., BOUNDARY
BENCH MARK
A STREET CENTERUNE MONUMENT ON EL CAMINO REAL 0.88 MILES
NORTHERLY FROM LA COSTA AVENUE.
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE 184
ELEVATION: 113. 122 ADJUSTED
DA TUM: NGVD 29
~
SEWER & WATER IMPROVEMENTS
AS OF /~7 I HERESY ASS11Mo R£5P0//518L£
CHARGE FOROF.S/GN CHAM,t.S TO 11/15 /)1'./;Jl{/N~-~-a~ RC£#: C 60283 DP 06-30-oa
TIM 1lll" M. Tl-11£U:
F Jf?./.1, __ !.:.RB,,,F-"'CONS=.,,,uL,.,T-"IN'-"Ci"------~
A/JPRE.5S: SD50 AVEJJIT>A £NCitlA.S, SV/1t 260
l-----+----+------------------+----+---1------+----I ITl I CITYENG~~RINf!~~~~AD
l-----+----+------------------+----+---1-----t---l IMPROVEMENT ANO UTILITY PLANS FOR:
l-----+---+------------------t------l----~----1----~
7, 3 'A0-BVIL-,S'
2 CHAN(:}£ f=NGINEE.R OF Wof'.{< & INSTALL
ROP INLET
DATE INITIAL DATE INITIAL
ENGINEER or WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LA COSTA RESORT & SPA
PHASE II
CARLSBAD, CA
APPROVEDg}" • LLOYD B. HUBBS
4 ~:fct=~"CA "'?a~s:: CITY ENGIT-ITTR CL 2 38 EXP 12131 /()5DATE
PROJECT NO,
CT 03-01-02
DRAWING NO.
422-6B
R·\0615 \&.Eng\ I r,pr over1ent s \06: 51003 dwg[ : 981 JC:c-:-l 2-2C JS:l J:OC W.O. No. 2503-01
BIN:
110708
070507
111405 ,
j
----i
-----------.---+--
' -I-
I
' ' ' - ---_---T -
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' ----,-----,-
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EXISTING 8' _/,,__ __ ..:-,;.
WATER LINE I
// C:::..("
EXISTING PRIVATE-7L---/
8 • ACP WA TE'R LINE c/\ ,,,/
\ ,) \,,,...
EXISTING PUBLIC 8'7,<------
VCP SEWER LINE
~ECT BOUNDARY
BENCH MARK
A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0, 88 MILES
NORTHERLY FROM LA COSTA AVENUE,
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA, PAGE 184
ELfVA TION: 11 J, 122 ADJUSTED
DA TUM: NGVD 29
-------PROPOSED 5• SEWER
LATERAL
SERVES BLDG J
EXIST DRY ,-i VAULTS TO
)).__EXISTING SIGN
TO BE REMOVED
~"
C
0
0
PROPOSED 6' SEWER_/
LATERAL
BUILDING NO. CI)
LOT 29
SERVES BLDG 2
SEWER IMPROVEMENTS
40,00 IE
4J-70 FG
"'-
~
EXIST DRY UTILITY VAULTS TO REMAIN
BUILDING NO. Cl:>
LOT 30
C
('; r,
""--EXIST ORY UT/LI;/ VAULT TO REMAIN
PROFILE SCALES
( ) INDICATE/i D fl_~
HORIZ. :
VERT. : £ J INDICAITT fV. FROM RE(oR!;NCf DRAWINGS
20 0 20 40 -----
SCALE 1•0 20'
"ASSUMPflOI-J OF RESPONSJBLE CHARGE"
7HA:t tff~"[;, CHA~•':~B1,7~s~w~tS:,0//S IBL£ ~1Mffi~ RC(j, C 60283 ExP. 05-30-08
TIMOlt/ M-l'HIELE
Fl~, R8F C6N5ULTJWG
,0.l)/)R£SS, 5o5o AVf.N/bA oNCINAS, Sil/IT Z.60
CAKL584D CA 92008
----~·=----~ -. '·
'.\'<'~ M
C60283
exe¢
C
60
ENGINEEJ{ OF WORK
ilMoTH M. 1Hli;L,E
R-C-t. NO. 602.33 EXP. 6/:30/08
REVIEWED BY:
W~L
INSPECTOR--~-~
1 "=20'
1 "=4'
DATE
l------+----+-------------f----t--t---f---11 SH~ET I CITY OF CAR LS BAD L __ ~_E_T_J ENGINEERING DEPARTMENT
~,M=P=R=o=v=E'._M':::EN=T=A=No=u=r=1L=,TY==P==LA=N=s=r==o==R=: ===:::'.__'.:=___:_=
7/oz 08 KL/vf
IO/JD D7 l
DATE INITIAL
ENGINEER Of WOR
----+---+-------Cf-----+---!
3 'A0-{8UIL-TS'
t. cH,o./>J(,t, EN&ll/££R. •F h/CP-/< & /!IJ",AL/..-
REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
/0 > ,
DATE INITIAL
CITY APPROVAL
LA COSTA RESORT & SPA
PHASE II
CARLSBAD, CA
APPROVED 0,r LLOYD B. HUBBS . ',.(_ L? ef ~ ~ ~~~--Jo/.,.~/..,5 CITY ENGINEER CE ~ ,,e l ?lJl/05 r DATE . .
DWM BY: ___ _
CHKD BY: c?vf?
RVWD BY: ~
PROJECT NO.
CT03-01-02
DRAWING NO.
422-6B
R: \06: 5 \ S.E ng \I rv-,or ov er<ient s \061510.04 .dwg[ 1981: Jct -12-2005:I 3· Jl WO. No. 2503-01
RIN :
110708
103007
•
111405.