HomeMy WebLinkAboutDWG 422-6F; CT 03-01; LA COSTA RESORT & SPA - ECR STORM DRAIN; 01-04E
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GENERAL !\OTES
I. 1HIS Pf.AN 5UP£RSEDES ALL OTHER PLANS PREWOUSI.Y APPROYE'O BY 711E CITY
OF CARLSBAD REGARDING IMPRO\£MEN1S SHOWN ON 1HIS S£T OF PLANS.
2. APPROVAL OF 711/S Pl.AN DOES NOT LESSEN OR WAIVE' ANY PORTION OF 711E
CARLSBAD MUNICIPAL ~ RESOLUTION OF CONDITIONAL APPROVAi. CITY
STANDARDS OR 0711ER ADDITIONAL DOCUMENTS LISTED HEREON AS 711EY MAY
PERTAIN TO 1HIS PRO£CT. 1HE ENGINEER IN RESPONS/81.£ CHARGE: SHALL
RE\15£ 711ES£ Pl.ANS WHEN NON-CONFORMANCE IS DISCO\£REO.
J. CITY APPROVAL OF PLANS DOES NOT Rfl.JEYE' 1HE DEvfl.OP£R OR ENG/NEER-
OF-WORK FRO/ii RESPONSIBILITY FOR 711E CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL Pl.AN REWSIONS SHALL
8E PROMPn.Y 5U8MITTEO TO 1HE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM 711E CITY ENGINEER MLL 8E REQUIRED FOR ANY
~ IN 711E PU8L/C RIGHT OF WAY. PRIOR TO P£RMIT ISSUANCE. A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON 1HE PERMlmE'S POUCY IN THE MINIMUM AMOUNT
OF ll,DOD,000.00 FOR EACH OCCURRENC£ OF LJABILITY. THE INSURANCE
COMPANY YrB/llNG TH£ PWCY MUST HAVE A RA.UNG IT "A-" QR B~m,:R
ANO A SIZE CATEGORY OF ct.ASS V OR BETTER AS fSTABLJSHED BY "BESTS KEY
RA UNG GI@£
S. NO ~ SHALL 8E COMMENCED UNTIL ALL PERMITS HAYE' BEEN OBTAINED FROM
1HE CITY ANO 0711ER APPROPR/A TE AG£NCIES.
6. REVISION OF 711ES£ Pl.ANS MAY 8E REQU/RE:O IF 1HE PROPOSED
IMPROYE'MEN1S ARE NOT CONSTRUCTED PRIOR TO THE DEADUNE DATE OF 711E
IMPRO\fl/ENT AGREEMENT.
7. NO REVISIONS MLL BE MADE TO 711ES£ Pt.ANS M7110UT 711E 'M?ITT£N APPROVAL
OF 1HE CITY ENGINEER, NOTED Y,1711/N 1HE REWSION BLOCK, ON 711E
APPROPRIATE SHEET OF THE PLANS AND Tl Tl.£ SHEET.
8. ORIGINAL DRA MNGS SHALL BECOME THE PROPERTY OF 711E CITY UPON BEING
SIGNED BY 7HE CITY ENGINEER.
9. 1HE ORIGINAL ORA MNG SHALL BE REWS£D TO REF1.£CT AS-BU/LT CONDITIONS
BY 711E ENG/NEER-OF-'IK)RK PRIOR TO FINAL ACCEPTANCE OF 711E WORK BY 711E
CITY.
UJ. ACCcSS FOR FIRE AND 01HER EMERGENCY \/EH/Ct.ES SHALL BE MAINTAJNEO TO
711E PRO£CT SITE AT ALL TIMES DURING CONSTRUCTION.
II. WHERE TRE:NCHES ARE WITl-1/N CITY E:ASEMEN1S, A SOILS REPORT CO/ilPRIS£D OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PRCH:SSIONAL ENGINEER OF 711E STA TE OF
CALJFORNIA. PRINCIPALLY DOING BUSINESS IN 711E F1EW OF APPLJEO SOILS
MECHANICS. 711E SOILS REPORT YtfLL 8E SUBMITTED TO 1HE CITY ENGINEERING
INSPECTOR Y,1711/N 00 WORKING DAYS OF COMPI..ETION OF FIEI.D IES7S. 1HE
'M?ITTEN FIEI.D COMPACTION REPORT(S) SHALL 8E IMMEDIAJEI.Y SUBMITTED TO
7HE CITY ENGINEER/NG INSPECTOR UPON COMPI..ETION OF 711E FIELD IES1S.
12. A PRECONSTRI/CUQN Mff11NG SHAU Bf HfJ Q AT llif S11E PRIOR IQ llif
BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTA TIYE'S
RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING ANO A
711E CONTRACTOR SHALL SCH£DIJLE
BY CALLJNG 760 .f.JB-3891 AT I.EAST FIYE'(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST 8E AVAILABLE PRIOR TO
SCHEDULJNG.
13. ALL INSPECTION REQUESTS 0711ER THAN FOR PRECONSTRUCTION MEETING mY, If
MADE BY CALLING 1HE ENGINEERING 24-HOUR INSPECTION RE EST LIN£ A
760 438-3891. INSPECTION REQUESTS MUST BE RECE/\1£0 PRIOR TO 2: 00 P. •
A
711£ NEXT WORK DAY UNLESS YOU REQUEST 0711£R'MSE. REQUESTS MADE: AfTE:R
2: 00 P.M. MLL BE SCHEDULED FOR 00 FULL WORK DA i'S LATER.
14. THE OWNER AND/OR APPLICANT 711ROUGH THE DEVEI..OP£R ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN AU SAFETY Df\1/CES, INCLUDING
SHORING, ANO SHALL BE SOI.ELY R£SPONSIBL£ FOR CONFORMING TO ALL LOCAi.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA~ ANO REGULATIONS.
15. 1H£ CONTRACTOR SHALL CONFORM TO LABOR PODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO 711£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
711£ DfSIGN CF SHORING, BRACING SLOPING OR 0711ER PROVISIONS TO BE MAD£
OF WORKER PROIECTION FROM 1H£ HAZARD OF CA\tlNG GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCH£$ OR DURING 711£ PIP£ INSTALLATION
711EREIN. 1H/S Pl.AN MUSr BE: PREPARED FOR ALL TRENCHES FIVE' FITT (5? OR
MOR£ IN DEPTH AND APPROVED BY 711£ CITY £NG/NEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION, If THf PUN VARIES ffl0/1 1HE SHORING Si'S1EV
STANDARDS fSTARI l$HfD BY IHf CQNSlRI/CDQN SAffO'. ORQfRS, Ilil f 8
CALJFORNIA ADMINISTRA TIYE' CODE. 711£ PLAN SHAil. BE PRl;PARED BY A
REG/STE:RED ENGINEER AT 1HE CONTRACTORS EXPENS£. A COPY OF 711E OSHA
EXCAVATION PERMIT MUST 8E SUBMITTED TO 1HE /NSP£CTOR PRIOR 70
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RfSOURCES ARE DISCOYE'RED '111711/N ANY 'IK)RK ZONE
DURING CONSTRUCTION, DPERATIONS YtllL CfASE /M/rlfQ/AID Y, AND 711£
P£RMITTE£ MLL NOTIFY 711£ CITY £NG/NEER. OPERATIONS MLL NOT RESTART
UNTIL 1H£ PERMlmE HAS RECE/\/fO 'M?ITTEN AU7110RITY FROM 1H£ CITY
£NG/NEER TO DO SO.
I 7. ALL OPERATIONS CONDUCTED ON 711E SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAi. DEPARJURE OR OPERATION OF TRUCKS,
£ARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 01HER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO 711E P£RIOO BET'i,ffN 7: 00 A.I,/. AND
SUNSET EACH DAY, MONDAY 711ROUGH FRIDAY AND NO £ART/I MOVING OR GRADING
OPERATIONS SHALL 8E CONDUCTED ON WfEK£NDS OR HOU DAYS. ( A LIST OF CITY
HOLIDAYS IS AVA/UvJLE AT TH£ tNGINITR/NG VfJ'ARTMENT COUNTER,)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 711E CONJRAC~~ T~ 711£
CITY ENGINITll FOR APPROVAL TIIO RJLL 'IK)RKING DA'IS PRIOR TO B-r;/NNG OF
IIORK. 1H£ CONTRACTOR SHALL BE RESPONSIBLE: FOR ANY DEBRIS OR DAMAfik
OCCURRING ALONG 111[ HAUL RQU!t OR ADJACENT S7RITTS AS A RESULT Of _
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED M7110Ur A CITY ENGINEER APPRO\/fO
BLASTING PROGRAM.
20. 711£ EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON TH£ CONSTRUCTION PLANS v.ERE OBTAINED BY A srARCH OF 7HE AVAl!.A8/£
RECORDS. ATTENTION IS CALLED TO 711E POSSIBLE EXISTENCE OF 01HER
UTILITY FACILITIES OR STRUCJURES NOT SHOWN OR IN A LOCATION u1FFER£NT
FROM THA r SHOWN ON 711E PLANS. 1HE CONTRACTOR IS RE:QUIREO TO TAKE DUE
PRECAUTIONARY Mf:ASURES TO PROTECT 711E UTILITIES SHOWN ON 711£ PLANS AND
ANY 01HER EXISTING fACILJTIES OR STRUCJURES NOT SHOWN.
21. 1H£ CONTRACTOR SHALL VERIFY 711E LOCATION OF ALL EXISTING fACILITlfS
( A80YE'GROUND AND UNDERGROUND 1 Y,1711/N 1HE PRO£CT SITE sumC1£Nn.Y
AHE:AD OF TH£ CONSTRUCTION TO PERMIT 711£ REVISIONS OF 1H£ CONSTRUCTION
PLANS If IT IS FOUND 711AT 1HE ACJUAL LOCATIONS ARE IN CONflJCT '111TH
711E PROPOSED 'IK)Rf<.
22. 711E CONTRACTOR SHALL NOTIFY AffECTED UTILJTY COMPANIES (SEE BU.OW) AT LEAST 00 FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR 711EIR
FACILITIES ANO SHALL COORDINATE 'IK)RK MIH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE AlLRT
SDG&:£
PACIFIC BELL/SBC
ADEIPH/A CABLE COMMUN/CATIONS
AT&r
CITY OF CARLSBAD(_STREETS ANO STORM DRAIN)
CITY OF CARLSBAD(stl'if"R, WA TE:R .t RECLAIMED WA TE:R)
LEUCADIA WASTEWATER DISTRICT (5£'1/ER)
KINDER MORGAN ENERGY PARTNERS (FUfl)
(800)422-413J
(800~660-734J (800 892-0123
760 4J8-7741
[ 160 806-9809
(760)4J4-298()
(760)-fJll-2722
(760)75J-D155
(714)560-4773
STREET JIQTES
1. ACJUAL STRUCJURAL SECTIONS MLL 8£ DETERMINED AFTER "R" VALUE PUBLIC IMPROVEMENT PLANS FOR
WOOi< TO BE OOt£
lHE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WllH lHE FOLLO'MNG
DOCUMENTS, CURRENT AT lHE TIME OF CONSlRUCTION, AS DIREC1ED BY lHE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE TESTS HA YE' BEEN CONDUCTED BY A PRITTSSIONAL ENG/NfER OF 1HE STA TE
OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN 1HE FIEI.D OF APPL/£0
SOIL MECHANIC5, ON 1H£ PREPAR£D BASEMENT SOIL 711E "R" VALUE 7ES7S
AND 711E ENGINEER£D STRUCJURAL SECTION /,IUST BE SUBMITTED TO 711£
ENGINEER/NG INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF 00 (2)
CITY WORKING DAYS BEFORE 711E WORK BEGINS.
2. STREET LJGH1S SHALL BE INSTALLED AS SHOWN ON THE:SE PLANS. UNDERGROUND
CONDUIT RUNS, SERWCE POINTS ANO HAND-HOLfS SHALL BE SHOWN ON 711£
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET UGHT FOUNDATIONS MLL BE
ALLO'IIED. ALL LUM/NA/RES SHALL 8£ ·cur OFF" TYPE:.
EL
LA COSTA
CAMINO
RESORT &
REAL STORM
SPA
DRAIN
2. CITY OF CARLSBAD STANDARDS
3. lHIS SET OF PLANS
4. RESOLUTION NO. 2004-304 DA1EO 9/21/04
5. lHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY SLADDEN ENGINEERING DA 1ED
NOVEMBER 11, 2003 AND UPDA1E LETTER DA1ED NOVEMBER 13, 2006.
J. ALL UND£RGROUNO UTILITIES AND LA IERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONC8E:TE PIPE MIJ;t A MIN/MU/ii
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15 P\IC MAY BE
UTILIZED PRO\tlDED DEP711 IS LESS 711AN 15 FEET ANO BACKF11.LED Y,1711
3/4" ROCK PER SORSD S-4 TYPE •c• AND PIPE 1,1££15 AS1M STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
S. WHERE AN EXISTING PIPE LJNE IS TO BE ABANDONED IT SHALL BE REMOYE'O
WI THIN T\1£N TY FITT OF BUILDING OR STREET AREAS AND REPLAC£D WI 1H
PROPERLY COMPACTED SO/Ls. IN 01HER ARE:AS 11-1£ PIP£ MLL 8£ PLUGGED
MIH CONCRETE OR REM0\1£0 AS APPROVED BY 711E CITY ENGINEER.
6. WHEEi.CHAiR RAMPS SHALL 8£ INSTALLED P£R f1EQUIREMEN1S OF TIT/.£ 24.
CALIFORNIA ADM/NISTRA TIYE' CODE.
7. STREET TREES SHALL BE INSTALLED P£R S£CTION IV O.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN 7HE STRfET Y,1711/N 1HE LIMITS
OF 'IK)RK OF 711/S PLAN PER SDRS DWG M19.
9. ALL 5UR',£Y MONUMENTS ANO POINTS IHA T ARE DIS1URB£D BY 711/S WORK
SHALL BE RfESTABLJSHED, PERPETUATED, AND DOCUM£NTEO P£R 711E
PRCH:SS/ONAL LAND SURYE'YORS ACT.
10. 00 (2) SfTS OF SUR',£Y (CUQ SHEETS SHALL 8E PRO\tlDED TO 711E CITY
ENGINEERING INSPECTOR. SITE
COSTA
VICINITY MAP
ENGit:ffB'S NOTICE TO CONTRACTOR;
I. ALL UNDERGROIJNO UTILITIES OR STRUCJURES REPORTEO BY THE OWNER OR O'THERS, AND 71105£ SHOWN ON 1HE RE:CORDS
EXAMIN£D, ARE IND/CA TED Y,IIH 711EIR APPROX/MA TE LOCATION AND EXTENT. 1HE OWNER, BY ACCEPTING 711ES£ PLANS OR
PROCEEDING MTH IMPRO\£MEN1S PURSUANr THERE(O, AGREES TO ASSUM£ LJABILJTY AND TO HOI.D UNDERSIGNED HARMLESS
FOR ANY DAMAGES RESULTING FROM 1HE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCJURES NOT REPORTED TO 711E
UNDERSIGNED, NOT INDICATED ON THE PUBLJC RECORDS EXAMINED, LOCATED AT VARIANCE WITH 1HOSE REPORTED OR SHOWN
ON RECORDS EXAMINED. 711E CONTRACTOR IS REQUIRED TO TAKE DU£ PRECAUTIONARY ME:ASURES TO PROTECT 711E UTIUTIES
OR STRUCJURES SHOWN AND ANY 0711ER UTILJTlfS OR STRUCJURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY 711E OWNERS OF 711E UTI/.ITIES OR STRUCJURES CONCERNED BEFORE: STARTING WORK.
2. 711£ £XISTENC£ ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 711/S PLAN ARE 08TAJNED BY A
SE:ARCH OF AVAILABLE RECORDS. TO. 711£ BEST (F OUR KNOWLEDGE: 711ERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON
1HES£ PLANS. 1H£ CONTRACTOR IS REQUIR£D TO 1AK£ DUE PRECAUTIONARY MEASURES TO PROTECT 711£ UTILJTIES SHOWN ANO
ANY 01HER LINES OR STRUCJURES NOT SHOWN ON 711ES£ PLANS.
J. ALL CONTRACTORS AND SUBCONTRACTORS P£RFORM/NG WORK SHOWN ON OR RELATEO TO THES( PLANS SHALL CONDUCT Tfl/JR
OPERATIONS SO Tl-IA T ALL EMPLOYEES ARE PROvlDED A SAFE PLACE TO WORK AND THE PU81.JC IS PROTfCIED. ALL
CONTRACTORS AND SUBCONJRACTORS SHALL COMPLY M1H THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF 711£
U.S. DEPARTMENT OF LABOR, AND Wl1H 711E STA 1( OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELA TIONs' "CONSTRUCTION
SAffTY ORDERS".
4. TH£ Cl\111. £NG/NEER SHALL NOT 8£ RESPONSIBLE IN ANY WAY FOR TH£ CONTRACTOR$' AND SUBCONTRACTOR$' COMPLIANCE Y,1711
711E "OCCUPATIONAL SAFETY AND HE:ALTH REGULA710NS" OF 711E U.S. OCPAR1"'£NT OF LABOR OR MIH 711E STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS" "CONSTRUCTION SAffTY ORDERS".
.5. CONTRACTOR FUR711ER AGREES THAT HE SHALL ASSUME SOLE AND COMPI..ETE RE:SPONS/BILITY FOR JOB SITE CONDITIONS DURING
THE COURSE OF CONSTRUCTION OF 1HIS PRO£CT, JNCJ..UDING SAFETY OF ALL PERSONS AND PROPERTY, THAT 711/S
REQUIREMENT SHALL APPLY CONTINUOUS!. Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT 711E CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 711E ENGINEER HARMLESS FRO/ii ANY ANO ALL LIABILITY, RE:AL OR
ALLEGED, IN CONNECTION Y,I/H THE PERFORMANCE OF 'IK)RK ON 711/S PROJECT, EXCEPT FOR LIABILITY ARISING FROM 711E SOLE
NEGLJGENCE OF 711E OWNER OR 1HE ENGINEER.
6. 7HE £ST/MATED QUANTITIES HEREON AR£ ONLY FOR 1HE PURPOS£ OF OBTAINING 711E NECfSSARY P£RMl1S, AND Raf
CONSULTING DOES NOT GUARANTU: 1HE ACCURACY OF THE ESTIMATED QUANTITIES. 1HE CONTRACTOR SHALL PERFORM HIS OWN
QUANTITY TAKEOFF BEFORE SUBMlmNG A BID FOR ANY PORTION OF 711E IMPRO\£MEN1S COYE'RED BY 711ESE PLANS.
•CECl,,ARATION (f' RESPQNS!BI E Q-JABGE•
NOT TO SCALE
PRMCT LOCATION
I l-£REBY DECLARE THAT I AM TI-£ ENGIIIEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER TI-£ DESIGN OF TI-£ PROv£CT AS
DEFINED IN SECTION 8703 OF TI-£ BUSH-ESS AND PROFESSIONS CODE, AND THAT
TI-£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
lHIS PRO.ECT IS LOCATI:D WllHIN ASSESSORS PARCEL NUMBERS
N/A
lHE CALIFORNIA COORDINA 1E INDEX OF lHIS PROJECT IS:
N 1,978,000 E 6,249,000
SQLRCE Cf' TOPOGRAPHY
TCFOGRAPHY SHOWN ON Tl-ESE PLANS WAS Gfl\ERATED BY FIELD
~VEY METHODS FROM l1'FORMATIDN GATI-ERED ON FEBRUARY
14,2005 BY RBF CONSU.TING. TOPOGRAPHY SHOWN HEREON
COtFORMS TO NATIONAL MAP AOOJAACY STOOARDS.
BASIS Cf' BEARIN3S
I UN:lERSTAND THAT TI-£ Cl-ECK OF PROv£CT DRAWINGS AND SPECIFICATIONS BY TI-£ CITY OF CARLSBAD DOES NOT RELi
RESPONSIBILITIES FOR PROv£CT DESIGN.
EVE
FIRM: RBF CONSU..TJNG
ADDRESS: 5050 AVENI DA ENCINAS, SU I TE 260
CITY, ST: CARLSBAD. CA 92008
TELEPHOt£: (780) 476-9193
BY: ::r~T~f'·m1ELt
RCE NO: __ ~C~6~0=28~3~------
REGISTRATION EXPIRATION DATE: 08-30-08
ME AS ENGINEER OF WORK, Of MY
DATE: "?Ls/0"1
BIJ:Pt MARK PLAN PREPARED BY:
INDEX OF DRAWINGS
SHEET NO
1
DESCRIPTION
TITI...E SI--EET
2
3
4
PUBLIC 11.f'ROVEMENT PLAN
STORM DRAIN PROFILE
EROSION CONTROL
REFERENCE PLANS
lENTATIVE lRACT MAP CT 03-01
MAP NO. 14984
DWG. 422-6C
DWG. 422-6D
EROSION CQNTR!l. QUANTITIES
GRA VEI.. BAGS AROUND DRAIN: 30 EA
,._ifESS111_,_,. ~ M ( §~i .... ,,,: ~ ~,_-ij
$ No.C6028J l;:
-t< Exp. OI-JIHll *
">,.~f/V\\. ~$
l'e or t l\.\\'li
t/1118 -r-r /1\ A'I..P.IIJLT
TI-£ BEARINGS AND COORDINA1£S SHOWN f£REON ARE
BASED lPON TI-£ CALIFORNIA COORDINATE SYSTEM Of
1983 (1991.35 EPOCH), ZDt£ 6, BASED LOCALLY u>a-1
Tl£ FOLLOWING SURVEY CONTROL POINTS AS SHOWN ON
RECORD OF SURVEY 17271. A SlREET CEN1ERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORlHERLY FROM
LA COSTA AVENUE. ~ PLANNING ■ DESIGN ■ C:ONSTRUCTJDN
POINT NO,
157
047
NAME
1-PGNJ:A 1107
a..SB-047
CCS 83 ( 1991. 35). ZOI-E 6
NORTHING EASTING
1992291.232 8247272.614
1985922.532 6241083.953
RECORD FROM: NORlH COUNTY VERTICAL
CONlROL DATA, PAGE 184.
ELEVATION: 113.122 ADJUSTI:D
DA11JM: NAVO 1929
CONSULTING
ENGINEER OF WORK:
~IMvr .,,-;t«k?'
TIMOTHY M. THIELE
760-603-6243
-5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
DA lE jl!r':($ DATE INITIAL
R.C.E # 6283 ENGINEER Of WORK REVISION DESCRIPTION
7. lHE SAN DIEGO REGIONAL STANDARD DRA'MNGS AND AS MAY BE MODIFlED BY
lHE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS MPA #03-02.
9. STORMWAlER POLLUTION PREVENTION PLAN PREPARED BY RICK ENGINEERING COMPANY,
DA1ED OCTOBER 17, 20D3, WDID #9 37S318589.
10. CALIFORNIA STORMWAlER QUALITY ASSOCIATION (CASQA) STORMWAlER BEST MANAGEMENT
PRACTICE, CONSTRUCTION HANDBOOK; AND lHE STA1E OF CALIFORNIA DEPARlMENT OF
TRANSPORTATION CONSlRUCTION Sl1E BEST MANAGEMENT PRACTICES (BMP) MANUAL
LEGEND
DESCRIPTION DWG.NO. QUANTITY SYl.t30I..
-R/W -RIGHT Of WAY Lit£
CEN1£RL!t£ ----tc----
EXISTING WATER Lit£
EXISTING SEWER LIi'£
EXISTING VALVE CAN
EXISTING SIGN
EXISTING WATER METER
EXISTING SEWER MAIII-IDLE
EXISTING STREET LIGHT
EXISTING FIRE HYDRANT
EXISTING CONTOUR
GRADING DAYLIGHT Lit£
EXISTING DRAINAGE DITCH
EX I ST ING Cl..EANOUT
EXISTING CATCH BASIN
EXISTING STORM WATER SEPARATION UNIT
EXISTING DRAINAGE It-LET (PVT.)
EXISTING CURB It-LET
36" RCP STORM DRAIN
30• RCP STORM DRAIN
DIVERSION STRUCME B-5 a..EANOUT SDRSD D-10
TYPE 'B' CURB It-LET L=15.D' SDRSD D-2
JNS!Tl.FORM SLIP-LINING
TYPE 'G' CURB 00 GUTTER
AC/AB (SEE STREET NOTE 1)
SDRSD G-2
18 Lf
4 Lf
1 EA
1 EA
130 Lf
2D Lf
100 SF
ABBREVIATIONS
ABBREVIATION ~ING
ASPH ASPHALT CONCRETE t CENTER Lit£
PB Pll.L BOX
R/W RIGHT OF WAY
RCE REGISTERED CIVIL ENGIIIEER
REQ'D REQUIRED
ROS RECORD Of ~VEY
0
@]
~
G
0
[9
El
SDRSD SAN DIEGO REGIONAL STOOARD DRAWINGS
SWK SIDEWALK sm STOOARD
TYP TYPICAL
,
CONSTRUCTION SITE PRI~ITY: LOW
•AS BU/Lr
OJNER/DEVEWPER: --Zb1-f7~ ~14~
P.F. UJZ7.3 EXP. (r/:~q,'ii LA COSTA RESORT AND SPA DATE
210() COSTA DEL MAR ROAO REVIE'M::D BY: CARLSBAD, CA 92009
PHONE: (76~ 438-9111 l.JJl 14 '"" L ""f:<:Jc "l-8-ea FAX: (760) 29 5313
INSPECTOR DATE
I SH1ET I CITY OF CARLSBAD I SH4TS I ------ENGINEERING DEPARlMENT
-~ TITLE SHEET FOR:
LA COSTA RESORT & SPA
PUBLIC STORM DRAIN
AT EL CAMINO REAL
APPROVED: _QJ a/ OAVID ]_ HAUSER l qo,
DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/08 DAlE
OWN BY: MC PROJECT NO. DRAV>1NG NO. DATE INITIAL DATE INITIAL CI-IKD BY: ,,,a CT 0J-01 422-6F OTHER APPROVAL CITY APPROVAL RVWD BY: ,.
I .. ---------------------------------■--------------------------------------------------------------------------------.1
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--....
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----.... ----SC,41._£: I • ..._ ..._ ' '20' :-:--...._ ~-------------1?1w_ -----
20 0 20 40 60
-------------STORM DRAIN DATA
I I DEl.TAIBRG RADIUS LENGTH REMARK SCALE: 1 "'=20 ' 1 N41 01 47 E --7. 32 I RCP,.,. 1350-0
2 NOD 06 27 W -3.02 RCP** 1350-0
3 N88 12 02 E -9.66 36 RCP 1350-0
4 N56 25 55-E --54.78 ~.JP-Lit-£ EX. PIPE•
5 N60"54"14"'E -75.38 SLIP-Lit-£ EX. PIPE•
* INSTALL INSIT\FORM TECI-MLOGIES, INC. 0.58" WICK INSIT\FORt.A
CURED-IN-PLACE PIPE, SLIP-LINING INSIDE EX. 36" CMP PER ASTM F-1216
k MAt-lFACTURER'S SPECIFICATIONS.
** WATERTIGHT JOINTS
B-5 CLEANOUT PER SDRSO D-10
36" RCP
,__..-30• ORIFICE OPENING, INVERTz11.00
30" RCP, INVERT=10.40
36" RCP, INVERT=11.00
DIVERSION STRUCTURE DETAIL(D
NOT TO SCALE
-----
APN # 216-121-1
STATE Of CALJFORN
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STA 154+14.95 a CAMINO REAL
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CURB DATA
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PLAN PREPARED BY:
~ PLANNING ■ DESIGN ■ C □NSTRUCTl □ N
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
CONSULTING 760.476.9193 ■ FAX 760.476.9198 ■ www.RBF.com
ENGINEER OF WORK:
~74✓4'# DA TE Z~tfi7 DA!E INITIAL
REVISION DESCRIPTION TIMOTH~M. TiilELE R.C.E [6283 ENC.NEER CE WORK 760 603 6243
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INSPECTOR DATE ·.
I ~2ETI CITY OF CARLSBAD ISH4~1 ENGINEERING DEPARTh4ENT
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PUBLIC IMPROVEMENT PLAN FOR:
LA COSTA RESORT & SPA
PUBLIC STORM DRAIN
AT EL CAMINO REAL
APPROVED: !)J~ DAVID A. 7iusER ,.,, 07
DEPUTY CITY ENGINEER PE 33081 EXP. 8/30/08 . DATE
OWN BY: MC
CHKD BY: ,:_~~ PROJECT NO.
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ENGINEERING DEPARTh1ENT ~==='....::::::==========='-' STORM: DRAIN PROFILE FOR:
Rf:lt PLANNING ■ DESIGN ■ CONSTRUCTION LA COSTA RESORT & SPA
PUBLJC STORM DRAIN
AT EL CAMINO REAL
CONSULTING
lNGINEER OF WORK:
~-~a
760--603-6243
5050 AVENJDA ENCINAS, SUl1E 26D
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
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R.C.E /iD~83 ENGINEER r,; WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
APPROVED:
PROJECT NO. DRAWING NO.
CT 0J-01 422-6F
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHEVIS HOSEA AT (760)438-9111
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE: MADE: AVAILABLE AT ALL
TIMES DURING THE RAINY SE:ASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOC_., TIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICE:$ 'MIEN RAIN IS IMMINENT. ,
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 'MTHOUT Tl-IE: APPROVAL J·
OF Tl-IE: ENGINEERING INSPECTOR.
4. THE: CONTRACTOR SHALL RESTORE: ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE: SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
5. Tl-IE: CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ME:ASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE: TO UNCOMPLETED GRADING OPER ... TIONS OR
UNFORESEEN CIRCUMSTANCES 'M-IICH MAY ARISE.
5. THE: CONTRACTOR SHALL BE RESPONSIBLE: AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE /NCORPORA TED HEREON.
8. GRADED AREAS AROUND THE: PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
st OPE AT 71-1£ CONCLUSION OF E:ACH WORKING DAY.
9. ALL REMOVABLE: PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH£ END OF EACH
WORKING DAY 'M-IEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST E:XCEEDS FORTY
PERCENT (40%), SILT AND OTHER DEBRIS SHALL BE: REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE: BURLAP TYPE: Wf1H J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE: EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE:
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE: Wf1H SECTION 35.023 OF STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE:
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE: STANDARD
SPECIF/CATIONS AND 1HE FOLLOWING:
A. HYDROSEEDJNG SHALL BE: APPLIED TO:
1. ALL SLOPES THAT ARE: GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE::
a. THREE: FEET OR MOR£ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
b. ALL SLOPES .f FEET OR MORE IN HfJGH T.
2. AREAS GRADED FLATTER THAN 5: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY Tl-IE PARKS AND RECRE:ATION DIRECTOR AS HIGHLY
VISIBLE TO THE: PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
1HA T WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE: WITH THE FOLLOWING
CRITERIA:
C.
D.
E.
I, ALL SLOPES THAT ARE GRADf'D 5:1 OR STEEPER AND 71-IAT ARE:
a. THREE: TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPR/NKLf:I? HfADS PROVIDING 100% COVERAGE.
b. GRE:A TER 1HAN 8 FEET IN HEIGHT SHALL BE: WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. A Rf AS SLOPED LESS THAN 6: 1 SHALL Bf IRRIGATED AS APPROVED BY THE Cl TY
ENGINEER, PRIOR TO HYDROSEEDING. THE: DE:VELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE: CITY ENGINEER. THE:
PROPOSAL SHALL BE: SPECIFIC REGARDING THE: NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF Tl-/£ PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN Tl-/£ MOISTURE LEVEL OF TH£ SOIL AT THE
OPTIMUM LEVEL FOR TH£ GROW1H OF THE: HYDROSEEDED GROWTH.
HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE: FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS 11-IAN:
a. 20 lbs. PER ACRE: OF ROSE: CLOVER
b. 20 lbs. PER ACRE OF ZORRO FE:SCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d.
I!.
f.
g.
h.
I.
J.
,f lbs. PER ACRE OF ACHILLEA MILLEFOL/A
J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
1/2 lb. PER ACRE OF DIMORPH<Jl.ECA
ITEMS c,d,e, AND f OF 71-IIS SUBSECnON MAY BE OMITTED ON
LOCATIONS 'MIER£ THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
ITEM a OF 1HIS SUBSECTION MUST BE INOCULATED Wl1H A NITROGEN
FIXING BACTERIA AND APPLIED DRY E!TI-IER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
ALL SEED MATERIALS SHALL BE TRANSPORTED TO 711£ JOBS/TE IN
UNOPENED CONTAINERS ~711 711E: CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
NON-PHYTO-TOXIC 'NETTING AGENTS MAY 8£ ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF 1HE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT Tl-IE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE: 5 MULCH (STRAW., MAY BE SUBS11TUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL 'MIEN STRAW IS USED IT MUST BE:
ANCHORED TO Tl-IE: SLOPE BY MECHANICALLY PUNCHING NO LESS TI-IAN 50% OF
1HE STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT Tl-IE RA TE OF 500 lbs. PER ACRE.
AREAS TO 8£ HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 5: 1
b. HARROWING AREAS 5:1 OR FLATTER THAT ARE $UFFICIEN7lY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE •.
2. CONDITION/NG Tl-IE SOILS SO Tl-IA T IT IS SUITABLE FOR PLANTING BY: k
a. ADJUSTING THE SURFACE: SOIL MOISTURE: TO PROVIDE A DAMP BUT NOT.
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDM£NTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.·
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANE/1/llY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE: PROJECT IS COMPLETED A/1/D ALL BONDS
RELEASED.
I
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DESCRIPTION
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LEGEND
GRAVEL BAGS AROUND DRAIN
EROSION CONTROL NOTES
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"AS BU/Lr
(D INSTALL GRAV[L BAGS AROUND DRAIN PER DfTAIL SHOWN HEREON
REVIEWED BY:
W~ 1_,,.,, 'Z.• S-cs
INSPECTOR I ~ DA TE
I SH4fET I CITY OF CARLSBAD I SHEE1S I f----t--+---------------1---+----l---+---I ENGINEERING DEPARTh1ENT 4
t--------it----t-----------------t-----+--+-----+--1
r---------------------1----+--+-----------------+---+----l-~t----t EROSION CONTROL PLAN FOR: PLAN PRlPARED BY:
Rr:ct PLANNING ■ DESIGN ■ CONSTRUCTl □ N
CONSULTING
ENGi NEER OF WORK:
~ ~4'
TIMOT~ THIELE
760 603 6243
5050 AVENIDA ENCINAS, SUI~ 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
DATE:Z/~1
R.C.E #60
DA TE INITIAL
~GJNEIR ct' WORK REVISION DESCRIPTION DATE IN111AL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LA COSTA RESORT & SPA
PUBLIC STORM DRAIN
AT EL CAMINO REAL
APPROVED: (J. / 4L DAVID A. J-IA/,USER ~~.,...,...-M~~~~::-::=~--~ 21,_01 DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/08 ~ DATE
DWN BY: MC
CHKD BY: ~ ,..,.
RVWD BY: .J~
PROJECT NO.
CT 0J-01
DRAWING NO.
422-6F ----------------------------------------------------------------------■-----------,'
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