HomeMy WebLinkAboutDWG 404-4; CT 01-16; CASA LAGUNA; 01-03GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUS!. Y APPROVED BY THE C/Tl'
0: CARLSBAD REGARDING IMPROVEMENTS SHO'MJ 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. C/Tl'
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 DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCO\/ER£D DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMP7l. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQU/Rrn FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM/ T ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITI' OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE;
COMPANY WRITING THE POLICY MUST HA~ A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY 8ES7S" KE;Y RATING GUIDE
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA \IE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITI' ENGINEER, NOTED WITHIN THE R£VISION BLOCK, ON TH£
APPROPRIATE SHEET OF THE PLANS AND TITI£ SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITI' UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT 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 COMPRIS£0 OF:
(A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND {C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER at THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMM£DIA TEL Y SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A f'RECONS1RUCDQN MEETING SHA! f BE HELD AT IHE SITE PRIOR TO THE
fFGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
R"JPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISIONt TESTING AND ALL
R ASP C TH RK THE CONTRACTOR SHALL SCH15ULE THE MEETING
THROUGH THE PERMIT CLERK 760-602-2740) AT LEAST FI\IE:(5) WORKING DAYS
PRIOR TO STARTING CONS UCTION. APPROVED ORA WINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
1J. ALL INSPE;CTION REQUE;STS QTH£R THAN FOR PRE;CONSTRUCPQN MEE;TING WILL BE
AD BY CALLING THE NG/NEERING 24-HOUR INSPECTION Rf: UEST LINE AT
6 -a='-isi';='--ii-cr-'-ii,r-'T ECEIVED PRIOR TO 2: 00 P.M.
ECTIONS WILL BE MAD
THE RK DAY UNLESS YOU OTHER . REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCH£DULED FOR TWO FULL WORK DAYS LATER.
14. THE O'MJER AND/OR APPLICANT 7HROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETI' DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEAL7H STANDARDS, LAWS AND REGULATIONS.
15. 7HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY 5UBMIT71NG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR 07HER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM 7HE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCH£$ FIVE: FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION, IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESIABf/SHED RY THE CQNSTR/!CDQN SAFETY ORDERS DD E B
CALIFORNIA ADMINISTRA TI\/E; CODE. THE PLAN SHALL B£ PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE QISCQ\IEREQ 'MTHIN ANY WORK ZONE
DURING CONSTRUCTION, QPERA DONS Will CEASE !MMEQ/A m Y, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THER£TO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
£ARTH MOVING £QUIPMENT, CONSTRUCTION £QUIPM£NT AND ANY OTH£R ASSOC/A TED
GRADING EQUIPMENT SHALL BE UM/TED TO THE: PERIOD BETWEEN 7: 00 A.M. AND
SUNSET £ACH DAY, MONDAY THRU FRIDAY ANO NO EART/-1 MOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. AY, OFF-SI~ HAUL ROUrft ~H1tto~ -f!!-BM11if5Hi BY Tl-/£ ~TRAC~~ ii Tl-If TY ENG1Nt: FOR APPl[vALWOING DA\'S PT toJJ7NTG o
r;gg~RRtna 91!'!JJft%irgRJZtitotErl~S:01/PJ!fl&tO!Jwf ls lf8f'hsB1r v:A§:
GRADING OPERATION.
19. N; BLASTING SHALL BE COMMENCED WITI-IOUT A CITY ENGINE:ER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS l',fRE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO Tl-/£ POSSIBLE E:XISTENCE: OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHO'MJ OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. Tl-IE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE: UTILITIES SHOWN ON THE: PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHO'MJ.
21. THE CONTRACTOR SHALL VERIFY THE: LOCATION OF ALL EXISTING FAC/L/71£5
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE sumCIEN7l. y
AHEAD OF THE CONSTRUCTION TO PERMIT 7HE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT Tl-IE ACTUAL LOCATIONS ARE IN CONFLICT WIT/-/
Tl-IE PROPOS£D WORK.
22. Tl-IE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BE:LOW) AT LEAST TWO FIJLL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR TI-IEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
DANIELS CABLEVISION
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
"CARLSBAD MUNICIPAL WATER DISTRICT(SEWER,WATER, RW)
'SAN DIEGUITO WATER DISTRICT
*LEUCADIA COUNTY WATER DISTRICT
*VALLECITOS WATER DISTRICT
"OLJ\/ENHAJN WATER DISTRICT
*BUENA SAN/TA TION DISTRICT
• AS APPROPRIATE
0: \088\03\24\IMPI.DWG 10-38-02 11: 04: 04 om EST
1-800-422-41JJ
(760)4JB-6200
(760)489-3441
(760)438-5241
[;
76~ 602-2720 760 438-2722
760 753-1145
f 76~753-0755 760 744-0460
760 753-6466
(76 ~565-5657
STRQT NOTES
1. ACTUAL STRUC71JRAL SEC110N5 IIILL 8E DE:TERMINE:O AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEE:R OF Tl-/£ STAT£
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON Tl-/£ PREPAR£0 BASEMENT SOIL. Tl-IE "R" VALUE TESTS
AND THE ENGINEER£0 STRUCTURAL SECTION MUST BE SUBMITTED ro THE
ENGINEERING INSPE:CTOR FOR REVIEW AND APPROVAL A MINIMUM OF 00 (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALL£0 AS SHO'MJ ON Tl-/£5£ PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOL£5 SHALL BE: SHOWN ON Tl-/£
"AS-BUILT" PLANS. NO DIRE:CT BURIAL STREET LIGHT FOUNDA TIC/NS WILL BE:
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTIUT/£5 AND LATERALS SHALL BE INSTALLE:D PRIOR ro
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WIT/-/ A MINIMUM
D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE:
UTILIZED PROVIDED DEP7H IS LESS TI-IAN 15 FEET AND BACKFILLED WIT/-/
J/4" ROCK PER SDRSD 5-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4
FOR SOR J5 SOLID WALL PIPE:.
5. l'Jf-/ER£ AN E:XISTING PIPE LINE 15 TO 8E ABANOON£D IT SHALL BF: RF:MOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO RE:PLAC£0 WIT/-/
PROPERLY COMPACTED SOILS. IN 07HER AREAS THE PIPE WILL 8£ PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY Tl-IE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL 8E INSTALL£0 PER REQUIREMENTS OF 7171.£ 24,
CALIFORNIA ADMINISTRA TIV£ CODE.
7. STREET TRITS SHALL 8E INSTALLED PER SE:CTION IV D.J OF TH£ C/Tl'
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL 8E PLACED IN Tl-/£ STRE:ET WIT/-1/N Tl-/£ LIMITS OF l'IORK OF TI-IIS PLAN PER SDRS 0KG M19.
9. ALL SURV£Y MONUMENTS AND POINTS Tl-IA T ARE: DISTUR8£0 BY Tl-/1S WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. 00 (2) SETS OF SURV£Y (CUT) SHEETS SHALL 8E PROVIDE:0 TO THE: C/Tl'
ENGIN£tRING INSPECTOR.
SEWER NOTES
1. SEl'tER MAIN AND APPURTENANCES SHALL BF: CONSTRUCTED IN ACCORDANCE MT/-/
THE: "CARLSBAD MUNICIPAL WATER 0/STRICrs SE:WER SYSTEM -OE:SIGN
CRITERIA, STANDARD DRAWING AND SPE:CIFICA TIONS", AND Tl-/£ STANDARD
SPECIFICATIONS, MARCH 199J, AND Tl-IE STANDARD SPEC/FlCATIONS FOR
PUBLIC WORKS CONSTRUCTION, LA TEST £DITION (GRE:EN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE 0/STRICrs EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM 1rlE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTR1crs ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A C/Tl' RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. Tl-/£ CONTRACTOR SHALL NOTIFY Tl-/£ C/Tl' OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO Tl-IE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760] 4JB-J891)
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTR1crs PROCEDURAL GUIDE -GENERAL
DESIGN REQUIREMENTS AND STANDARDS AND SPEC/FICA TIONS FOR CONSTRUCTION
OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 199J, OR 1HE LATEST
REVISION.
2. THE CONTRACTOR SHALL OBTAIN AN E:XCA VA TION PERMIT FROM 1HE DIVISION
OF INDUSTRIAL SAFETI' BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF Tl-/£ STA TE
CONSTRUCTION SAFETY ORDERS.
J. BEFORE: ANY CONNE:CTION OR SHUT DO'MJ OF VAL 'IES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL 8£ OBTAINED FROM THE: C.M.W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPE:RINTENDENT.
4. A PRECONSTRUCTION CONFERE:NCE /./££TING SHALL BE: HE:LD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. Tl-/£ CONTRACTOR SHALL NOTIFY Tl-/£
CITY OF CARLSBAD ENGINEERING INSPE:CTION 48 HOURS PRIOR 10 BEGINNING
OF CONSTRUCTION (TELEPHONE N0.[619] 4J8-J891) FOR SCHE:DULING.
5. NO TREES OR STRUCTUR£S SHALL 8£ ALLOWED IN Tl-/£ WATER LINE: E:ASEMENT.
ALL EXl571NG TREES AND 5TRUCTIJR£S SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY E:XCEPTIONS SHALL RE:QUIRE: WRITTEN
PERMISSION FROM Tl-IE DISTRICT £NG/NEER.
ll. 7HE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE: OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN 7HE DETECTOR CHECK VAL V£ AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL 8£ CONSTRUCTED IN
ACCORDANCE WIT/-/ 7HE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
Tl-IE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT", OCTOBER 199J OR AS AME:NDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8E PROTECTED BY
MEANS OF CA THOD/C PROTECTION. IF DE\/ELOPER/O'MJER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES TI-IAT PROTECTION CAN BE PERFORMED IN
AN07HER MANNER, THE DISTRICT £NG/NEER WILL CONSIDER AN AL TERNA TI\/E
FORM OF PROTECTION.
"DECLARATION OF RESPONSIBLE CHARGE"
I HER£BY DECLARE THAT I AM THE ENGINEER OF WORK FOR Tl-/15 PROJECT, THAT I
HA VE EX£RCIS£0 RESPONSIBLE CHARGE 0\11:R Tl-IE DESIGN OF Tl-IE PROJECT AS
DEFINED IN SECTION 670J OF Tl-/£ BUSINESS ANO PROFESSIONS CODE. AND 7HAT
Tl-IE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
Tl-IE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBIL/7JES FOR PROJECT DESIGN.
FIRM: E RICCI, Cl\1L £NG/NEERING
ADDRESS: 1014 It'. WASHINGTON 57:
CITY, ST..-SAN DIEGO, CA, 9210,3
TELEPHONE:: (612) 296-3183
8)': 6Ae/6: e G-2.-ec.,, oATE, __ ....._1-2.._. i"'w""""'-oz'-"-_
ERICK L. RICCI
R.C.£. N0.:..:3:.2,..,.10"'J __________ _
REGISTRATION EXPIRATION DATE: ~IZ---J-l-~Q~-'----
,i>
No. 3210 . e••· ,g.,1-
c \.-
&-
DESCRIPTION SYMBOL
SEWER MAIN --s--
SEWER ACCESHOLE --0
U-7 I
'
SEWER LATERAL -®
SEWER CLEANOUT ----0
-@ U-8 I 10" P. V.C. MAIN --If--
I
I
--j ____ lJ'--'----,~.._____,__J
I I LJ=::::'_.'j
8" G. V. --0---
EX!STJNG WATER SERVICE I------®
MANUAL AIR -• -@ RELEASE ASSEMBLY
U-t
' FIR[ HYDRANT ASSEMBLY 1-0----3:)
~ i 4------------,
~ I I r1---~ I ~~
I
U-10 I
I
I --1
WATER SERVICE (1 ") • --®
/RR/GA T/ON SERVICE (2") • -®
PROPERTY LINE ----
UNIT LINE
EX/ST/NG STRUCTURES
u-2
DESCRIPTION DWG. NO.
PROPOSED B" sa£R
PROPOSED B" WATER
PROPOSED SEl',£R LA 7E1?AL
PROPOSED WATER SERVICE:
PROPOSED( ACCESSHO/.E)
S£WE:R MANHOLE:
SCALE: PROPOSED GATE VALVE ll'-1 "· ll'-16
SYMBOL
--s-
w
.c.o. ~
• @I
0
l8l
lt'ORK TO BE DONE
Tl-IE: IMPROVEMENT WORK SHALL 8E P£RFORM£0 IN ACCORDANCE IMT/-1 Tl-/£
FOLLOWING DOCUMENTS, CURRENT AT Tl-/£ TIME OF CONSTRUCTION, AS DIRECTED
BY 1HE CITI' ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. 7HIS SET OF PLANS
4.
5.
6.
7.
8.
9.
10.
R£SOLUTION NO. 5182 DA TED JUNE: 5, 2D02
Tl-/£ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY DALE R. REGLJ
DA TED AUGUST 7, 2002
1HE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY Tl-IE C/Tl' OF CARLSBAD STANDARDS
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED JUNE 5, 2002
E:NVIRONMENTAL APPROVAL DOCUME:NTS DA TED MARCH 7, 2002.
Tl-/£ CARLSBAD MUNICIPAL WATER DISTR1crs STANDARDS AND SPE:CIFICA TIONS
FOR WATER, SEMR AND RECLAIMED WATER.
LEGEND
QUANTITY
2J8 L.F.
245 L.F.
12 EA.
2 £A.
1 F:A.
DESCRIPTION
CONCRETE LUG
Z-10" C900 P.V:'C.
STORM DRAIN
TYPE: 8 CURB INLET
TYPE C PEDESTRIAN RAMP
CROSS GUTTER
LOCAL CURB DE:PRESSION
DWG. NO.
D-6J, SDRSD
0-2, SDRSD
G-29. SDRSD
GS-20
DS-1
SillBOL
Fl
fol =<?S>-
QUANTITY
1 EA.
10.50' L.F.
1 £A.
2 EA.
1 £A.
1 EA.
40' O'
1· -40'
40'
ll" TYPE G CURB & GUTTER G-2, SDRSD 119.45 L.F.
1# _. 40'
PROPOSED /RR/GA TION
SERVICE
1 EA.
SCALE: CONCRE:TE SIDE:WALK
PROPOSED AUTOMATIC
AIR RELEASE VAL \IE • 1 £A .
CITY or OCEANSIDE ,.8
PACIFIC
OCEAN
GA
CITY or ENCINITAS
NOT TO
SCALE
CITY OF VISTA
~o~
CITY or :,,-~~SAN MARCOS
VICINITY MAP
NOT TO SCALE
OWNERS
CASA LAGUNA GROUP INVESTORS. LLC
2171 £!. CAMINO I 202
~ANS/DE:, CA. 92054 (7110-721-6499)
BASIS OF BEA.RINGS:
Tl-IE BASIS OF BEARINGS FOR 11-115 PROJE:CT IS Tl-/£
NORTH RIGHT OF WAY LINE OF LAGUNA DRIVE: AS SHOWN ON ROS
15J12 AND ROTA TED PER NAO BJ BASIS OF BE:ARINGS
I.E. N89'24'02"W (N89'50'50"W PER ROS 15312)
SHEET INDEX
SHEET 1: COVER SHEET, INDE:X MAP, NOTES AND LEGEND
SHEET 2: SEWE:R, WATER AND STREET PLAN AND PROFILE
REFERENCE DRAWINGS
141-7, 142-2, 27J-4, .t J15-2
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 1HESE PLANS WAS GENERATED BY
PHOTOGRAME:TRIC ME:THODS FROM INFORMATION GATHERED ON JUNE: 9,
2000, BY CHRIS NELSON & ASSOC/A TES
TOPOGRAPHY SHOWN Hf:REON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
TI-IIS PROJECT IS LOCATED W/7HIN ASSESSORS PARCEL NUMBER(S)
155-223:-QR & Q9
THE CALIFORNIA COORDINATE INDEX OF 7HIS PROJECT IS
N ~5 E-~t6~6~5'--------
BENCH MARK
DE:SCRIPTION: 2 5" DIS/< STAMPED Cl SB-130
LOCATION: SE; COR. OF DRAINAGE BOX INl ET AT 1HE END OF CURB
_RE!Lm~R~N!itAI~NE~~c~OR'.'.'.:~Of~GR~A'.'.'.N:D::'.&::'.'.w.~"s:H:'N'.'.'.G~IGN'.::'.::sz:'.::= RECORDF:D: .
ELEVATION: 40,21 DATUM:_..IJ~,s_.L_, ___ _
R/W--........
60' ROW
.JO'
10' 20'
SAW CUT--i
LINE
-G:rL (2%)
7:::. ....---:-:::::::: "::)] --======-[}:::--
I 4" A.C. ON & 8 12 • A.B. MIN.
NOTES j 1
20'
REMO'vF
EX. CB, G
10'
R/W
& S/W 5.
V4R!Es ( 2%,) ,If;,
ro~ ·
,._~
...,, __ NEW CB. G
\_ & S/W
ex 1o"A.c. ~
WATER MAIN U
EX 2" H.P.
GAS MAIN
EX 10" V.C.P.J
SEWE:R MAIN
ex 10·
S£WE:R
FORC£ MAIN
\_ EX 12" C.P.
STORM DRAIN
..___ EX .J6" R.C.P.
STORM DRAIN
TYPICAL SECTION
LAGUVA DRIVE SECTION
N. T.S.
NQ1F;
LOCATION OF £X UTTUTTES SHOWN
HEREON IS APPROX/MA TED. VERIFY
LOC. BEFORE CONS7RUCTTON OF NF:W
UTTU11ES.
6" CURB ONLY G-1, SDRSD
7HRUST BLOCKS W15, W19
SIGNING AND STRIPING NOTES
1. SIGNING, STRIPING AND PAVEJ./ENT MARKINGS SHALL
CONFORM TO THE LA TEST CAL TRANS TRAmC MANUAL,
CAL TRANS STANDARD SPECIF/CATIONS (JULY 1995 OR
THE LA TEST VERSION THEREOF) 7HESE PLANS AND THE
SPECIAL PROVISIONS.
2. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER
CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED
TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
JM HIGH INTENSITY SHEETING OR EQUAL.
J. ALL PAVEMENT LEGENDS SHALL BE Tl-IE LA TEST VERSION
OF 7HE CAL TRANS METRIC STENCILS.
4. LIMIT LINES SHALL BE FIELD LOCATED.
5. ALL UMIT LIN£S AND PAVEMENT LEGENDS SHALL BE
TI-IERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
6. FIRE HYDRANT PAVEMENT MARKER SHALL CONFORM TO
THE LA TEST CAL TRANS TRAmc MANUAL UNLESS OTI-IERWl5£
SPE:CIFIED.
27.89 L.F.
4 EA.
7. ALL SIGNS SHALL BE STANDARD SIZE AS SHO'MJ IN Tl-/£ CAL 11'/ANS
TRAmC MANUAL UNLESS OTHER'MSE SPE:CIFIE:D.
B. SIGN POST SHALL BE SQUARE: PERFORATED STEEL TUBING WIT/-/
BREAKAWAY BASE PER SAN DIE:GO RE:GIONAL STANDARD
ORA WINGS M-45.
9. WHEN SIGN IS A TTACH£0 TO A POLE, IT SHALL 8£ MOUNTED
USING STANDARD CITY MOUNTING BRACKE:T WITH STRAPS.
UTILITY DISTRICT APPROVAL(S) CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT"
REQUIREMENTS
NO. OF F.H.(s)_Q_F.FLOW N/A G.P.M. OUT OF_o_F.H.(S). (a_...-t.-.:_ak_ ~ 0...:.c?.C-: //6/o<t
BLDG. SPRINKLED@No ... F.FLOW :500 G.P.M. MIN. R.C.E. 32103 EXP. Ii:: /;!1/Q4 DATE CARLSBAD MUNICIPAL WATER DISTRICT 11 • _ f_,, • • I; () /N.;J..~,~
4-e,.~vr~ 1-9-o.3 FIRE MAtQ;HAL -,.,r '-DATE ,aWED BY:
1lrc1/,9: . t -~·· /a_/ WILLIAM E.~MER DATE ~ U-51 lo , ? , 8 ~AL:, "'-rt.4:liNSPECTOR DISTRICT ENGINE~R R.C.E. 28176 DATE
I SH1ET I CITY OF CARLSBAD I SH3TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR: 664-694 LAGUNA DRIVE
LAGUNA DRIVE STA: 8+27.35 / 9+55.35
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APPROVED: LLOYD B. HUBBS tJ I'" a..~ .. ~ w-~ilt--1~2-•1
CITY ENGt7R R.-:-:-23889 EXPIRES12-31-05 DATE
1/5/04 E.L.R. II\ AS-BUILT
OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL
REVISION DESCRIPTION CHKD BY:~ CT 01-16 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 404-4 RVWD BY: ·-
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R.C.E. 32 IQ3 EXP. 12t311Q4 DATE
IMPROVEMENT PLANS FOR: 664-694 LAGUNA DRIVE
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R.C.E. 32103 EXP. 12/31/04 DATE
SCALE: 1" = 20· CURB PLAN
:au TOLL FREE
1-800
422-4133
SCALE: 1" • 20'
CURB DATA
No. DELTA/BEARING R LENGTH DESCRIPTION
[I] N89'24'02"W 68.00' 6" CB & G. TYPE G PER G-2
[1] t:. =90"00'0D" 15.00' 23.56' 5• CB & G. TYPE G PER' G-2
rn t:.=106'33'40" 15.00' 27.B9' 6" CB ONLY PER G-1
J,\C88\0J\24\IMP2 [1,/G D-31-02 9•27 06 OM EST
0 E RICCI. CIVIL ENGINEERING
CIVIL ENGINEERING * SURVEYING * LAND PLANNING
1014 W, WASHINGTON STREET
SAN DIEGO, CALIF. 92103-1808
(619) 296-3183
DESIGNED BY: MAB.
DRAffiD BY: ---""M"'.A,,,.Bo_. ---~--
ENGINEER OF WORK: 0'4<M: 4;'.:' c2.·ru. DATE: 1'2-31-04
ERICK L. RICCI, R.C.E.32103
JOB No. 02-1013 SHT 3 OF 3
TWO WORKING o,; BEFORE YOU DIG
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DATE INITIAL DATE INITIAL DATE illlAL
· ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY AP, OVAL
INSPECTOR
CITY OF CARLSBAD
ENGINEERING DEPAR1MENT
IMPROVEMENT PLANS FOR: 664-694 LAGUNA DRIVE
LAGUNA DRIVE STA: 13+27.35 / 9+55.35
{CURB, GUTTER, SIDEWALK, A.C. PAVING)
APPROVED: LLOYD B. HUBBS 8,-
4-,L. ~or-"" vi--:~ l-~-o3
CITY ENGINE-ER RC.E.3889EXPIRES12-31-05 DATE
DWN BY:;~ CHKD BY:
RVWD BY:
PROJECT NO,
CT 01-16
DRAWING NO.
404-4
~11603