HomeMy WebLinkAboutDWG 423-7; CT 99-03; LA COSTA GREENS NEIGHBORHOOD 1.16; 01-05GENERAL NOTES
I. THIS PLAN SUPERSEDES ALL OTHER Pl.ANS PREVIOUSLY APPROVE:D BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SIT OF Pl.ANS.
2. . APPROVAL OF THIS Pl.AN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTJON OF CONDmONAL APPROVAL, CITY
STANDARDS OR OTHER ADDmONAL DOCUMENTS LISTE:D HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
R£V/S£ TH£SE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE: THE DEVELOPER OR £NGINEER-
OF -WORK FROM RESPONSIBILITY F'OR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVE:RED DURING CONSTRUCTION. ALL PLAN R£V/S!ONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINITR FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL Bf REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A
CERT/FICA TE OF INSURANCE: AS WELL AS ADDmONAL INSURED ENDORSEMENT MUST
BE FIL£D NAMING THE CITY OF CARLSBAD AS AN ADOmONAL INSURED ON THE
PERMITTEE•s POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRENCE OF LW'!ILITY. THE INSURANC£ COMPANY Wf1fTING THE POLICY MUST
HA\,f .A, RATING Of •A • QR BfITfR AND A SIZE CATEGORY Of Y QR BEJIER AS
ESTABLISHED BY •BEsTS" KEY RATING GUIDE.
5. NO WORK SHAl..L BE COMMENCED UNTIL ALL PERMITS HAVE: BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. R£VISION OF THESE Pl.ANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE: OAT£ OF THE
IAIPROVEMENTAGREEMEN~
7. NO R£VIS/ONS WILL Bf MAOf TO THESE Pl.ANS wrmour THE WRITTEN APPROVAL
OF T1-1£ CITY £NGINf£R, NOTED wm-1/N THE RfVISION BLOCK, ON THE
APPROPRIATE SHfIT OF THE Pl.ANS AND TITLE SHW.
B. ORIGINAL DRAWINGS Sf-W.L BECOME'. TH[ PROPERTY OF THE CITY UPON 8f/NG
SIGNED BY THE CITY ENGINEER.
Q. THE ORIGINAL DRAWING SHALL BE REY/SEO TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINITR-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL er MALNTAINtD TO
THE PROJECT SIT[ AT ALL TIMES DURING CONSTRUCTION.
II. WHERE: TRENCHES ARE WITHJN CITY EASEMENTS, A SO/LS REPORT COMPRISED OF:
(Al SUMMARY SHEU, (8) LABORATORY WORK SHf£TS AND (C) COMPACTION
CURVE:$, SHALL BE SUBMITTED BY A PROFESSIONAL E:NGINEER OF THE STATE OF
CAUFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY £NG/NEERING
INSPECTOR WITHIN 1WO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL Bf IMMED/AfilY SUBMITTED TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TES1S.
12. d PRfCQNSIRI/CDDN llffIJNG SHA! I Bf Hfl D AT Ill£ $IT£ f'R/QR To U:1£
@£GINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTAT/\1£S
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF TH£ WORK. THE CONTRACTOR SHALL SCHEDULE THE MEUING
THROUGH THE PERMIT CLERK(4J8-J891) AT LEAST FIVE{5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVE:D DRAWINGS MUST BE AVAJLABLE PRIOR TO
SCHEDULING.
I J. ALL INSPECTION REQUESTS OTH£R THAN FOR PRECONSTRUCTION MEETING WILL Bf
MADZ BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 4JB-3891. INSPECTION REQUESTS MUST Bf RECEIVE:D PRIOR TO 2:00 P.M.
DN U:lf DAY BfEORE THE INSPfCDDN IS NITDm INSPECTIONS WILL Bf MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE:. REQUESTS MADE AFTER
2:00 P .M. WILL BE SCH£DULED FOR TWO FULL WORK DAYS I.ATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVE:LOPER AND/OR CON7RACTOR
SHALL D£S/GN, 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. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. 11-115 PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE: FEET (5 ') OR
MORE IN DEPTH AND APPROVE:D BY THE CITY ENGINEER AND/OR CONCERNED
AG£NCY PRIOR TO £XCAVATION. If" THE Pl.AN VARIES FROM TH£ SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY OROfRS. TITLE 8
CALIFORNIA ADMINISTRA TTVE CODE, THE Pl.AN SHALL BE PREPARED BY A
IIEGISTERED ENG/NffR AT THE CONTRACTORS EXPENSE. A COPY OF 1HE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO £XCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVE:RED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS W1LL CEASE IMMEDIATELY. AND THf
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
CARTHMOVING EQUIPM~ CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSU EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOUDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT CQlJNT£R.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY [NG/NEER FOR APPROVAL TWO FUU WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG TH£ tfAl/l RQUTF QR ADJAC£NT STREETS AS A RESULT Of THf GRADING OPERATION. . . -
19. NO BLASTING SHALL BE: COMMENCED WITHOUT A CITY ENGINITR APPROVE:D
BLASTING PROGRAM.
20. THE EXISTENCE: AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION Pl.ANS WERE OBTAJNED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FAC!LmES OR S111UCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON TH£ Pl.ANS. THE CON7RACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY IIEASURES TD PROTECT THE UTILITIES SHOWN ON THE Pl.ANS AND
ANY OTHER £)(/STING FACILmES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VE:RIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONsrRUCTION TO PERMIT THE REVISIONS OF THE CONS111UCTION
Pl.ANS If" IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTJLITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKJNG DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDJNATE WORK wm-1 A COMPANY REPRESENTATIVE.
UNDrRGROUND SERVICE ALERT (BOO) 422-41 .3.3
SDG&E ~OD) 660-734.3
PACIFIC BELL 00) B92-0123
ADELPHIA COMMUNICATIONS 60) 438-7741
COX COMMUNICATIONS (760) 806-'9809
CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) -f.J4-29BO
CITY OF CARLSBAD (WATER & RECLAJMED WATER) (760) 4JB-2722
L£UCADIA WAS7EWATER DISTRICT (760) 75J-0155
·'.'_-,, ... _-•,
;;~" --:, . ~•-: ;,_,,,,~c ,,,,_,,,,. ,., . --~,=
HUNSAKER
& ASSOCIATES
SAN...PIECO. INC
Pl.ANNING lJ'179 Hueronffis Street
INONEERJNG Son Diogo, Ca 92121
SUII.VEYlNC 58 558-4500· FX 853 558-~14
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL BE DITERMINED AFTER "R" VALUE
TESTS HAVE" BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
' SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. THE. "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION WST BE SUBMITTED TO THE
E:NGINEfRING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
/l. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
COli!)UIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL Bf SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL Bf
ALLOl\£0. ALL LUMltlAIRES SHALL BE ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE: PIPE WITH A MINIMUM
D-LOAD OF I, 350.
FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY Bf UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK
PER SDRSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35
SOLID WALL PIPE.
0. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL Bf REMOVE"D
WI TH IN TWENTY FEET OF BU I LD I NG OR STREET AREAS AND REPLACED WI TH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRET£ OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL Bf INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE" coot.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY
OF CARLSBAD LANDSCAPE: MANUAL.
6. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIii/TS
OF WORK OF THIS PLAN PER SDRS DWG M/9.
I. ALL SURVEY MONUMEIITS MID PO I I/TS THAT ARE DI STURBE.b BY TH IS WORK
SHALL BE: RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PE:R THE
PROFESS /ONAL LAND SURVEYORS ACT.
10. TWO 12/ SETS OF SURVEY (CUT/ SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEER/NG INSPECTOR.
•DECLARATION OF RESPONSIBLE CHARGEff
I HEREBY D£CL.6JU THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE" EXERCISED RESPONSIBLE CHARGE OVfR THE 0£S!GN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE: BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE: Mf1 AS ENGINEER OF WORK, Of MY
RESPONS/BILITl£S FOR PROJ£CT DESIGN.
FIRM, HUNSAKER 8 ASSOCIATE:S
ADDRESS, IQ I 79 HUEN/V[f(ENS AVE
CITY, ST., SAN DIEGO CA
TELEPHONE:, [85Aj 558-4500
B'(Z, .. ..1~~
. "cliA ~ L. MART IN
P.£. NO., RC£ 48~70
£XP I RAT I ON DATE, ..,6""/...,3""QluQ""5'---------
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
ROBERT J. LUNG 8 ASSOCIATES (4-14-2004} ANO FIELD
SURVEY BY O 'DAY CONSUL TAN TS IN APRIL, 200 I . TOPOGRAPHY
SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING 397-2C.
OWNERS I PERMITTEES
REAL ESTATE COLLATERAL MANAGEMENT COMPANY,
A DELAWARE CORPORATION
1903 WRIGHT PLACE
SUIT£ /80
CARLSBAD, CA 92008
/760/ 929-2701
J.EGAL DESCRIPTION
BEING A SUBDIVISION OF LOT 16, 17, 18, 39, 41 ANO 49 OF TH£ CITY
OF CARLSBAD TRACT CT 99-03, VILLAGES OF LA COSTA • LA COSTA
GREENS IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543, FILED IN THE
OFF/Cf OF TH£ SAN DIEGO COUNTY RECORDER ON FEBRUARY 12, 2003.
PROJECT LOCATION
. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL IIUMBER(SJ
e13.112.oe a 213.112-10.
THE CAL.IFORNIA COORDINATE INDEX OF THIS PROJE:CT IS
N ___ __.t-"9"'84,:._ __ _ 6249
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYTEM -/983, ZONE VI, /991.35 £POCH, NORTH AMERICAN
DATUM OF 1983 (NADB3/, GRID BEARING BETWEE:N STATION CLSB-153 AND
STATION CLSB-070 AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF
CARLSBAD SURVEY CONTROL NE1WOFIK ESTABLISHED BY RECORD OF SURVEY
MAP NO. I 7271, FILED Ill THE OFFICE OF THE SAN DIEGO COUNTY
RECORDER ON FEBRUARY B, 2002. IL N 36'47' /2" W
SHEET INDEX
NOTES AND LEGEND
KEY MAP AND SECTIONS
IMPROVEMENTS
SHEET I
SHEET 2
SH£fT J-5
SPECIAL NOTES
I. NEITHER THE OWNER, NOR THE ENGINEER OF WDRK WILL ENFORCE
SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL O[SIGN,
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.
2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT Bf LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, £XCfPTING LIABILITY ARISING FROM THE SOL£ NE:GLIGENCt
OF THE fNG!Nf£R.
3. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STRf£TS,
UTILITIES, AND STOIIM DRAINS AR£ BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE IS ANY OUESTION REGARDING THESE PLANS OR FIELD STAKES,
THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY
WORK BY CALLING THE ENGINEER OF WORK AT /858/ 558-4500.
4. 111£ CONmACTOR SHALL VERIFY ALL STAKfS FOR ACCUIIACY AGAINST APPROVEJ) PLANS,
PRIOR TO TRENCHING OR FORMING AND SHALL BEAii THE COST OF ALL llfWOfll(
11/AT llESULTS FRCJI PROCEEDING I/SING INCORRECT STAKfS Tl!AT A/IE NOT VALIDATED
BY THE CONTRACTOR PRIOR TO COl,f,i[NCING CONSTRUCTION.
5. TH£ CONTRACTOR SHALL ALSO TAKE THE NECESSAFIY STEPS TO PROTECT
THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION
THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS
/GRAVEL BAGS, HAY BALES, TEMPORARY DESILT/NG BASINS, DIKES,
SHORING, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND
ACCEPTED FOR MAINTENANCE BY THE OWNER.
6. THE £XISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON
WER[ OBTAINED BY A $£ARCH OF THE AVAILASLE RECORDS. TO
TH[ BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UTIL/T/tS cXCfPT AS SHOWN ON THESE PLANS. 8£FORf EXCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL IJNDfllGROIJND
IJTIL/Tl£S AFFECTING THE WORK, rtHETHER SHOWN ON THE PLANS OR NOT.
SPECIFIC ATTENTION SHALL Bf MAD£ IN AREAS WHERE THE PROPOSED
IIIPROVEMENTS MEET fXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER
OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES REOUIR£ CHAJIG£S TO THE DESIGN.
7. CONTRACTOR SHAt:L TAKE PRECAUTIONARY MEASURES TO PROTECT
£Xl5T/NG ABOVE GROUND AND UNDERGROUND IMPROVEMENT$ SHOWN
HEREON AS M"LL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR
SHALL RE:PAIR OR REPLACf /Tfl/S REOUIRE:D TO RE:MAIN IN PLAC£ Viii/CH ARE
OAMAG£D, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF THE APPROPRIATE AGENCY.
B. rtliERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LICENSED
SOILS EIIGIN£ER SHALL BE RfTA/NED BY TH£ OWi/ER TO COMPLETE NECESSARY
T£STING TO CERTIFY THAT TRENCH BACKFILL WAS COMPACT£0 AS DIRECTtD
IN THE PRELIMINARY SOILS REPORT.
9. THESE PLANS SHOWN THE MINIMUM IMPROVEMENT REQUIRED BY THE
APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE: ADDITIONAL IMPROVEMENTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY
ADDITIONAL TESTING BY THE SOILS fNGINEER OR OTHER PROFESSIONALS
SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE.
LEGEND OF ABBREVIATIONS
BC
SVC
BW
CB cc
CDS
CL
CTB
DWY
EC
~OP
EVC
FL
BEGIN CURVE
BEGIN VERTICAL CURVE
BOTTOM OF WALL
CURB
CENTER OF CUL-D£-SAC
CUL-DE-SAC STATIONING
CENTERLINE
CEMENT TREATED BASE
DRIVEWAY
END CURVE
EOG£ OF PAVEMENT
END VERTICAL CURVE
FLOW LINE
FINISHED SURFACE
GRAD£ BR£AK
HIGH POINT
KNUCKLE STATIONING
LEFT
LOW POINT
/JODIFl£0 VERTICAL CURVE
NOT TO SCALE
POINT CURB RETURN
SPECIAL NOTES (CONT.)
10. PRIOR TO ORDERING MATERIALS OR BEGINNING CONS111UCTION, 1+1-1/CHEVfR
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK
IN IW?ITING, WHENEVER TH£SE PLANS SEEM UNCLEAR.
THE CONTRACTOR SHALL NOTIFY THE SUFIVEYORS 48 HOURS PRIOR TO
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE [NG/NEER OF WORK
WITH A LETTER OF CERTIFICATION STATING THAT ALL IMPROVEMENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL
ITEMS REQUIRED BY THE APPROVING AUTHORITY.
12. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A
SIGNED SET OF THESE PLANS ONS/TE: AT ALL Tl/.lfS FOR US£ BY THE
fNGINEER OF tmRK, SOILS ENGINEER AND THE CITY INSPECTOR. THE GENERAL
CONTRACTOR'S SUPERINTE:NDANT IS REQUIRED TO UPDATE SAID PLANS WlTH
AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL
BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE ANO COMPLETE
UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGI/IE:E:R OF WORK.
/J. RETAINING WALLS, IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY
INFORMATION. DETAILED PLANS, A SEPARATE: PERMIT AND INSPECTION
IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS.
II/. THE SOILS REPORT AND ALL THE SUPPLEllfNTS THEREOF AR£ INCORPORATED
INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQUIREMENTS
IN THE REPORT.
15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE l'OINTS AND TEES
IR WATE11 SYSTEMS PURSUANT TO THE APPROPRIATE WAT£R DISTRICT STANDARD.
16. CONTFIACTDR SHALL SIJIJI.IIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT RUNS, ACCE:SS POINTS, HAND HOLES AND SERVI Cf POINTS PRIOR
TO ENERGIZING THE SYSTEM.
17. STORM DRAIN PROFIL£5 SHOW A GRAPHICAL REPRESENTATION OF THE
CAI.Cl/LATED Hi!L OUR/NG THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED Hi!L CAN BE FOUND Ill TH£ APPROVED STORM DRAINAGE: REPORT
ON FIL£ AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
tlESPONSIBLE FOR USE OF THE HGL SHOl\!'i HERE:ON, BY OTHERS, Ill/EN MAKING
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTfM. CHANGES TO TH£
SYSTEM, REQUIRE: APPROVAL OF A REGIST£JIED ENGINEER RESPONSIBLE FOR
THE REVISIONS.
SPECIAL STORM DRAIN NOTES
I.
2.
3 .
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE
CALCULATED HGL DUii/NG THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED HGL CAN Bf FOUND IN THE APPROVED STORM DRAINAG£ REPORT
ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER IS NOT
RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, llttEN MAK I NG
ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE
SYST£M, REQUIRE APPROVAL OF A REG/STEREO ENGINEE:R RESPONSIBLE FOR
THE REVISIONS.
STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE
PIPE SOFFIT SHALL Sf CONSTRUCTED WITH WATER TIGHT JOINTS WITH
AMERON REINFORCE CONCRETE PIPE OR EQUAL.
STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 F£ET PER SECOND
SHALL HAVE A MINIMUM COVER Of 1-/12 INCH OVf:R THE INVERT RCINFORCING STEEL.
THE CONCRETE 0£S/GN STRENGTH IN 1HES£ REACHES SHALL BE: le• 6,000 PSI.
FOR VELOCITIES EXCEEDING JO FEET PER SECOND, USE le • 6,000 PSI.
MASTER TENTATIVE
I.I AP BOUNDA,q Y
AL/CANTE ROAD
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FS
GB
HP
KNU
LT
LP uvc
N.T.S.
PCR
PRC
RCP
RP
RT SD
ST. re
TW
VP/
POINT OF R£VERSE CURVE
REINFORCED CONCRETE PIP£
RADIUS POINT
RIGHT
LA COSTA GREENS "-I
NEIGHBORHOOD 1.16 "-STORM DRAIN
STREET
roP OF CURB
roP OF WALL ,
VERTICAL POINT OF l~RS£CTION
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f.-1~ I ~ / "'~~ '~,
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LEUCADIA
'
DOVE: LANE.~·~'_/\" I
ESTR£LLA 0[ MAR ROAD ,, r 11 , _
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. \ ALGA ROAD
VICINITY MAP
NTS
.
WASTEWATER DISTRICT CARLSBAD MUNICIPAL WATER D!STRlCT
WORK TO BE DONE
THt IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS.
CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE. • •
2. CITY OF CARLSBAD STANDARDS.
3. THIS SIT OF PlANS.
4. R£SOU.IT/ON NO. 2001-318 DATED OCT. 2J, 2001 AND NO. 5011 THROUGH NO. 5016 DATED
SEPT. 5, 2001.
5. rH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY G£0CON, INC. SOILS AND TESTING, INC. DATED
I/ARCH 2000 AND UPDATEO NOV. 4, 2004.
7. rHE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE /JDDIFIED BY rHE CITY OF
CARLSBAD STANDARDS.
11. FINAL PROGRAM EIR 98-07.
Q. Tl-IE CARLSBAD MUNICIPAL WAm? DISTRICT STANDARDS AND SPEC/FICATlONS FOR CONSTRUCT/ON
OF WAm? SYSTEMS.
10. TH£ LEUC£DIA WASTEWATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF
SEWER SYSTEMS.
11. STORMWAm? MANAGEMENT PlAN PREPARED BY HUNSAKER t!t ASSOCIATES DATED NOV. 2, 2004.
DESCRIPTION
SUBDNISION BOUNDARY
RIGHT OF WAY LINE
PROPERTY UNE
EASEMENT LINE
A.G. PAVING/BAS£ (SEE STR£ET NOTE I)
ALL WEATHER ACCESS ROAD
I.Er.END
STD. DWG.
{SECTION PER CITY STDS -4• AC/4• CL. 2 /JIN.)
6. TYPE G CURB & GUTTER ••G-2
CONCRITE SIDEWALK
BARR/CAD£
PRIVATE: STREET LIGHT 9,500 LUM
{HPSV), (MANU(ACTURER AM£RON
UODEL 581-24(201))
S1R£ET SIGN
STREET' C /JONUMENT (PER MS 04..'.75)
EXISTING STORM DRAIN
PROPOSED ts• RCP STORM DRAIN
PROPOSED 24• RCP STORM DRAIN
PROPOSED 30" RCP STORM DRAIN
PROPOSED .J6• RCP STORM DRAIN
PROPOSED 54. RCP STORM DRAIN
rYP£ 8 INLETS WITT-I CSP RISE:R
PROPOSED CURB INLET TYPE "B-1 •
PROPOSED CL£ANOUT TYPE "A-4•
PROPOSED CLEANOUT TYP£ "B-5•
PROPOSED CL£ANOUT TYPE "B-6"
PROPOSED /JOD. CLEANOUT TYPE "B-7"
MOD. TYP£ "F" CATCH BASIN
MOD. TYPE •G• CATCH BASIN
WING TYPE HEADWALL
ENERGY D/SSIPATOR
RJPRAP (1/2 TON)
DOST/NG SEWER
'"'lJ-16, '"'D-17
•"D-10
,,.D-10
••D-7
••D-8
••D-J5
pf
I
f
PROPOSED SEWER MAIN (SOR 35)
PROPOSED SEWER ACC£SSHOLE
SEWER END PLUG
•.,•S-12, ••us-11
•-••s-~ ••••s-6
EXISTING WATER LINE
PROPOSED WATER MAIN
PROPOS£D RECLAIMED WATER MAIN
FIR[ HYDRANT ASSEMBLY WITH MARKER
END CAP ASS£Mt:JLY
2• BLOW OFF ASSEMBLY
. -
2• AIR-VACUUM ASSEMBLY
2" IRRIGATION SERVICE
••w-21
"W-12
(
SYMBOL
... :
ODD
--0
.Q._
6.
,• • • . :I
~----
]·)p -· =
~-=
~---_
~-----
~--
=--===· -=-· -===l~~I
~ --S'-------
-s--------
-s--0---
-s------l
-- ---w---
- --~---·
------Rw----· . ' -~
-·~-:-3 ------· -·-· ye ---.:.....■---
----~B
ENGINEER OF WORK
• CITY OF CARLSBAD/CMWD STANDARD DRAWiNG
"COUNTY OF SAN OJ[GO REGIONAL STANDARD DRAWING
u• AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS
•••• LEUCEDIA WAS1EWAT£R DISTRICT STANDARD DRAWING ROND L. MARTIN
CARLSBAD FIRE DEPARTMENT
•
REQUIREMENTS:
NIJJ,/8£R OF F.H. '., _1_ F.FLOW 1500 G.P.11. OllT OF ...1_ F.H. '.S'
R.C.E. NO. 48670 EXP. 6/30/06
"AS BUILT"
~ j£~
RC.f{;131,,7~ EXP. (,,/30//CJ
Qs.'ANTITY
21,700S.F.
2,240 S.F.
1,387 L.F.
6,934 S.F.
1 £.A.
3 £A.
290 L.F.
612 L.F.
262 L.F.
60 L.F.
167 L.F.
2 E.A.
1 E.A.
' £.A.
6 E.A.
2 E.A.
, E.A.
' E.A.
' £A.
' £.A.
I E.A.
75 C.Y.
1,163 L.F.
6 £.A.
2 E.A.
6B7 L.F.
705 L.F.
, £.A.
2 E.A.
2 E.A.
2 E.A.
2 E.A.
DATE
P.A.
1.15
PUBLIC SEWER SYSTEM APPROVAL
APPROVED BY: LWD DISTRICT ENGINEER d ~-~:./:. J/.3/12J ,... "'1rILUAM E. p • DJ.TE DIPllTY CITY &IIGI!OO:R ~C.E et!l78 m. 11-111-Q!I
I SPf1JNKJ.£D? 1B" N/A N()__f.fL~-. -.-,G.~U.
~~-,~ _t,,-,
/ Fifi£ w 5,,./ , ' l:Mlf
FIRE HYDRANT LAYOUT PLAN
SCALE 1 "=500'
DESCRIPTION:
LOCATION:
BENCH MARK
STD. STRfIT SURVEY MONUMENT
STA. 288+89 EC ON C£NTU?UN£
OF EL CAMINO REAL
RECORD FROM: SAN DIEGO COUNTY
VERTICAL CONTROL
ELEVATION: J/1 . .fl NGVD 1929
~., L{Jf2HicJ-. . ~/tr-fa!,
'so££RING ~C.£ 26514 DATE
DUDEK AND ASSOCIATES EXP. 03/31/06
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT COD£
REQUIRES A DIGALERT IDENTIFICATION NUMBER 8£
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 DAl'S BEFORE YOU DIG.
' ,,
. !!'
l----+--1----------------+---+---t-----t-~:c-1,, CT:] CITY£N£frRINf !~~~~AD
1----+---+----------------+---+--+----t---t IMPROVEMENT AND UTILITY PLANS FOR:
o'!/" ,,.. "'LM '.3\ A!!!.-l3tl/l..t ~=~~~~~~~~~~~~·~=~,=~~~~~~,~~=T~4~------~,.✓-iU~=·m~r~~~,-~L~-
d1/2..'1/oe, f!:.L.t'\ 1\Q.✓1<>e ~+ i-..,.TTf':_, <>HeeT ~ lillo-. ~,to 'i'.~ln<I " '
DATE INITIAL DATE INITIAL DATE IN TIAL
ENGINEER OF WORI REVISION. DESCRIPTION <)THER APPROVAL CITY APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED di" LLOYD B. HUBBS
.A ~ --_,. l'7. ~-. ,, i/~c ,r
CITY ENGINEER,. ·RCE 2. EX" 1 ", '1 /0 DATE
OWN BY:----I
CHKD BY: GUP
L.:R:.,_VW""D~BYc:_, ====.J
PROJECT NO.
CT 99-03 I DRAWING NO.
423-7
.
R:\037 4 \&[ng \I,prove,ents\ 037 4io01.ciwg[ 0JF eb-01-2005•12•36
?:: W.O. No. 2352-U2
0
-i
0 ~ -c,, I\)
(,41)
' "-I
,"; '
. LWD SEWER NOTES
I. LCWD APPROVAL OF THESE PWJS DOES NOT RELJEV£ THE APPLICANT.
PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE
CORRECTION OF ~ORS AND OMISSJONS DJSCO'i0?ED DURING OR AFTER
CONSTRUCTION.
2. ALL DESIGN MATERIALS, AND CONSTRUCTION WORK SI/A/..L CONFORM TO
TH£ LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE
R£QUIR£M£NTS OF THE STANDARD SPECIFICATIONS FOR PUBLJC WORKS
CONSTRUCT/ON (GREENBOOK) AND THE R£GIONAL STANDARD DRAWINGS. MOST
CURRENT cDfflONS. IN THE EV£N OF CONFLICT THE LCWD S£WER STANDARDS
GOVERN.
S. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY
REQUIREMENTS SHA11. BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SI/A/..L HA VE A COPY OF THE SEWER NOTES 2. ,t J.
DOCUMENTS ON THE JOBS/TE AT ALL TIMES.
:;. THE CONTRACTOR SHA11. GUARANTEE ALL WORK FOR A PERIOD OF ONE
~RAFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHA11. REPAIR
OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP
AND/OR MATERIALS WITHIN TH£ ONE YEAR PERIOD WITHOUT EXPENS£
WHATSOEVER TO LCWD.
~-QUANTITIES SHOWN HERON ARE FOR BOND ESTIMATE PURPOSES ONLY.
NEITHER THE PRIVATE ENGINEER NOT LCWD GUARANTEE TH£ ACCURACY OR
COMPLETEN£SS OF THE S&£R QUANTITIES.
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMTr SHOP
DRAWINGS REPRESENT/NG ALL MATERIALS AND SUPPLJES SATISFACTORY TO
LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS AR£ APPROVED
BY LCWD.
B. PRIOR TO BEGINNING THE SEWER WORK THE LCWD INSPECTOR SHALL
BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WfTH LCWD
STANDARD SPEC SURVEY R£QU/REMENTS.
fl. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A
LCWD PERMTr FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48
HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION.
10. NO WORK SHALL BE COMM£NCcD UNTIL ALL PERMITS HAVE BEEN
OBTAINED FROM THE JURISDICTIONAL C[TY, COUNTY, AND/OR OTHER
APPROPRJ,4 TE AGENCIES.
11. CONTRACTOR SI/A/..L CONFORM TO LABOR COD£ SECTION 6705 BY
SUBMlmNG A DETAIL PLAN TO TH£ 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 OUR/NG
rRENCH EXCAVATION ANO PIPE INSTALLATION THEREIN. THIS PLAN I/UST BE
PREPAR£D FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN
VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLJSHED BY THE
CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA AOMINISTRA TIVE CODE,
THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF
THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD INSPECTOR
PRIOR TO EXCAVATION.
12. ALL SEWER FAC/LfflES SHALL BE INSTALLED IN ORY EXCAVATIONS
AND rRENCHES. CONTRACTOR SHALL OEWA TER ANO MAINTAIN OEWA TERI NG
CONTINUOUSLY UNnL THE WORK IS COMPLETED INCLUDING PLACEMENT AND
COMPACTION OF BACKFILL IIATERIALS IN A DRY STATE. ALL PIPE ZONE
MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE
SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL
SHALL BE SUBMrrTED TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL.
CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND RETURN
OF GROUNDWATER TO THE SEWER SHA11. NOT BE ALLOWED.
IJ. THE EXISTENCE ANO LOCATION OF UNDERGROUND IJT/LmE:S SHOWN ON
THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRNATE
ENGINEER. TO THE BEST OF THE PRNATE ENGINEER'S KNOWLEDGE, THERE
ARE NO EX/snNG unLmES EXCEPT THOSE SHOWN ON THESE PLANS.
ATTENTION IS CALLED OT THE POSSIBLE EXISTENCE OF OTHER UT/UT/ES OR
STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN
ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAunONARY
l,IEASURES TO PROTECT THE UTILfflES SHOWN ON THE PLANS AND OnlER
£Xi5nNG FAC/LfflES OR STRUCTURES NOT SHOWN.
I 4. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A
REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE
OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE
WfTHIN THE UM/TS OF THIS PROJECT. .
•
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800)
tf22-4133, 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 TO,
rRENCH SAFETY AND CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL 8£ SUBMITTED TO LCWD BY A QUALJF/£0
SOILS ENGINEER WHICH CERTIFIES THAT rRENCH BACKFILL WAS COMPACTED
AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE
CARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.£.) INS/OE BOTTOM
OF PIPE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT
ENGINEER IN WRITING PRIOR TO CONSTl?UCTION.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF
CHANGES AND SHALL I/AKE SUCH RECORD AVAILABLE 10 THE PRNATE
ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO
LCWD FOR R£VJ£W AND APPROVAL PRIOR ro FINAL ACC£PTANCE OF TH£
PROJECT.
21. LENGTH OF OPEN T/?ENCH SHALL BE LIMITED TO 350 FEET, INCLUDING
COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY
rHE DISTRICT. rRENCH SI/A/..L BE BACKFILLED OR PLATED AT THE
CONCLUSION OF fACH a-1 Y OR ¥;ORK.
22. THE CONTRACTOR SHALL PROTECT All SURVEY IIONUMENTATION. IF ANY
SURVEY IIONUMENTS ARE DISTURBED OR DESTROYED, TH£ CONTRACTOR SHALL
RETAIN A LICENSED SURVEYOR TO RE-ESTABLJSH AND RECORD THE
MONUMENT CHAN<,£ Pt.R STATE LAW.
23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL 8£ PROVIDED
BETWEEN THE SEWER PIPt. AND ANY OTHER UTILJTIES.
24. SEPARATION OF SEW£lv'WATER AND SEWER/RECLAIMED WATER SI/A/..L
COMPLY WITH LCWD STD. DWG. S-2 AND WITH ALL COUNTY AND STATE
H£Alnl OCPT R£GULATIONS.
25. CONNECTIONS TO EX/5nNG SEWER PIPE OR MANHOLES SHALL ONLY BE
DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER
SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL
AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY TH£ LCWD INSPECTOR,
OR AS APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE
SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED 8Y LCWD ON THE
PLANS.
27. A 2-INCH HIGH "s" SHALL BE INSCRIBED ON TH£ CURB FACE AT fACH
LATERAL LOCATION BY THE CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIEO OVER EACH
LATERAL. rHE WIRE SHALL EXTEND UP TO 2• COPPER TAG TIED AND
SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERM/NA TE
6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE
TAC OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE
UNTIL CONNECTED AND SHALL THt.R£AFTER BE 8UR/£D AT THE POINT OF
CONNECTION.
·.
LWD SEWER NOTES (CONT.)
29. ALL PIPE SI/A/..L 8£ HANDLED AND INSTALLED SO AS TO PROTECT
PIPE. JOINTS, LINING, AND GOA TING. THE PIPE SHALL BE CAREFULLY
BEDDED ro PROVIDE CONTINUOUS BEARING AND PREV£NI UNEVEN
SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES.
OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION
ts NOT IN PROGRESS.
:SO. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND
SHALL THEN BE LIMITED TO LESS THAT ONE -HALF OF THE ANGLE
RECOMMENDED BY THE PIPE MFGR.
SI. SEWER PIP£ ZONE AND TRENCH BACKFILL SHALL 8£ PER THE LCWD
SEWER STANDARDS. WATER JETTING SHA11. NOT BE ALLOWED.
32. All LATERALS SHALL BE CONSTRUCTED CI.fAR OF DRIVEWAY.5".
SJ. JOB MIXING OF CONCRETE IS NOT ALLOWED WTTHOUT EXCEPTION.
CONCR£TE TESTING BY LCWD WILL 8£ AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND
COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED
EQUAL, IIANHOLE ADAPTORS SI/A/..L BE SET IN THE BASE FOR EACH PIPE
CONNECTION. SETTING OF UH RINGS SHALL NOT BE ALLOWED FOR 48
HOURS AFTER CONCR£TE PLACEMENT. PRECAST MANHOLE BASES ARE
ACCEPTABLE FOR USE WITH e• SEWERS Wini DISTRICT ENGINEER APPROVAL.
J5. JOINTS BETWEEN MH BASE, SHAmNG, CONE SECTIONS, AND RING SHALL
HAVE A 2• BY 2" BUTYL RUBBER GASKET PLACED WITHIN TH£ FULL
CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET
CORP., OR APPROVED EQUAL. rn:=n . . -
36. ALL IIANHOLES SI/A/..L BE VACUUM TE:5/ED I) BEFORE BACKFILL, 2)
AFTER BACKFILL, AND J) SUBSEQUENT TO ANY SUSPECTED IIOVEMENT OR
'1W-\GE AFTER BACKFILL.
J7. ALL SEWERS AND LATERALS SHALL BE WA mE BALLED, LOW PRESSURE
NR TESTED, ANO TELEVISED AT THE APPLJCANT/CONTRACTORS EXPENSE PRIOR
TO CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE
DONE AFTER CONSTRUCTION OF All OTHER UTILITY LATERALS.
.18. ALL SEWERS AND LATERALS SHALL BE IN PLACE ANO SHALL HAVE
RNAL APPROVAL BY TH£ LCWD INSPECTOR PRIOR TO PAVING. -. .. ..
39. ALL MANHOLES WHERE ENTERING PIPE SLOPE IS 5:C OR GREATER AND
ALL £X/5nNG IIANHOLES WITH NEW CONNECTIONS SHALL BE PROVIDED WITH
INTEGRALLY LOCKING Pvt: OR POLYURETHANE PROTECTIVE LINING PER SECTION
600-2 OF JJtg GREENBOOK AND LCWD ST!JNJ)ARDS.
CMWD WATER NOTES
I. WAm? MAIN AND APPURTENANCES SHALL BE CONSTRUCTEO IN ACCORDANCE
WITH THE CARLSBAD £NG/NEERING DESIGN STANDARDS 2004 OR AS AMMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMTr FROM THE DMSION
OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF DSHA NOTIFICATION BEFOR£
ANY EXCA VAT/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTl?UCTION SAFETY ORDERS.
S. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL\>ES ON EXISTING C.M.W.O.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SJGNEO AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELD A MINIMUM OF
SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT THE CITY OF
CARLSBAD ENGINEERING INSPECTION DEPARTMENT -TELEPHONE NO.
(760)438-J891 FOR SCHEDULING.
ts. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG
INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT
INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891.
6. NO 11'/EES OR STl'IUCTUR£S SHALL 8£ ALLOWED IN THE WATER LINE
CASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR
rD COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER.
7. ALL BURIED COPP£R PIPING AND APPURTENANCES SHALL BE PROTECTED BY
I/EANS OF CATHODIC PROTECTION. IF DEV£LOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DEOUTY ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
IJ. THE EXACT HORIZONTAL AND VERTICAL ALJGNMENT AND TYPE OF MATERIALS
OF nlE FIRE LINE LOCATED BETWt.EN THE DETECTOR CHECK VAL VE AND
BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSE/AD FIRE MARSHAL.
fl. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CARLSBAD ENGINEERING DESIGN STANDARDS 2004
OR AS AM£NOED.
I 0. ALL POTABLE WA IER ANO RECYCLED WA T£R S£RvtCES SHALL BE 1 " AND
ALL METERS SHALL BE V8" (UNLESS OTHERWISE NOTED ON PLANS).
ti. All WATER MITER BOXES SHALL 8E 17"X30"X12" POLYl,IER CONCR£TE AS
IIANUFACTURED BY ARMORcAST OR EQUAL.
12. 11/NIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER
SERVICES SHALL BE 10 FEET.
IJ. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED
SURFAC£ GRADE
14. CONSTRUCTION OF THE WATER IIAINS AND RECYCLED WAm? IIAINS SHALL
ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND
SANITARY Stwf'R" PUBLISH£D BY TH£ STATE OF CALIFORNIA'S DEPARTMt.NT OF
HEAL TH SERVICES.
CMWD RECLAIMED WATER NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CrrY OF CARLSBAD
ENGJNEERING DESIGN STANDARDS, 20D4 EDITION OR LATEST REVISION.
2. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND
RECLAIMED WATER UA/NS MUST BE MANTA/NED AT ALL TIMES. THE POTABLE
UN£ IIUST BE INSTALLED ABOVE THE RECLAIMED L1NE.
3. A MINIMUM or 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILJTIES
MUST BE MANTAlNED AT ALL TIMES.
SIGNING AND STRIPING NOTES
I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND
STRIPING.
2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE
fEDt.RAL HIGHWAY ADMINlSTRATION (FHWA) MANUAL ON UNIFORM CONTROL
DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA
SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATt.ST
vtRSION THEREOF), THESE PLANS AND THt. SPECIAL PROVISIONS.
:J. ALL SIGNING AND STRIPING IS SUBJECT TO THt. APPROVN.. OF THE PUBLIC
WORKS DIRECTOR OR HIS Rt.PRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE
APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR
TO ANY CHANGE IN THE FIELD.
:;_ ALL STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING.
6. ALL S/GNAGE SHA11. BE REFLECTIVE PER CAL TRANS SPECIFICATIONS AND
SHALL USE ENCAPSULATED LENS REFLECT/YE SHEETING (HIGH INTENSITY QR
~QUAL.) . ·-· .
----; -
SUBOMS/ON BOUNDARY
RIGHT OF WAY
SHEET NO.
FIRE HYDRANT
PRNATE STREET LIGHT
STORM DRAIN
E'\TER LINE
RECLAIMED WAm? LINE
SEWER LINE
0 100
i
LEGEND ---------~
t>O<l
t)---<,
200 300
' SCALE !'a 100'
--------------~-------------
PROJECT BOUNDARY
SIGNING AND STRIPING NOTES (CONT.)
1. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET
STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION
PROJt.CT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A IIANNER
IIEETING THE APPROVAL OF THE CITY INSPECTOR.
e. FJ<ACT LOCATION or STRIPING AND STOP LIMIT LINES SHALL BE APPROVrD
BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO
INSTALLATION.
(I. CONTRACTOR SHALL REJ.IOVE ALL CONFLJCTING PAINTED LJNES, MARKINGS
AND PAVEMENT Lt.GENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY Rt.MOVED
BY THE CONTRACTOR.
10. ALL PAVEMENT LEGt.NDS SHALL BE THE LATEST VERSION OF THE CALTRANS
STENCILS.
I 1. LJMIT LINES AND CROSSWALKS SHALL BE FIEl.D LOCATED. CROSSWALKS
SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPt.CIF/ED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND
PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPt.CIFIED.
IJ. FIRE HYDRANT PAVEMENT MARKERS SHALL CDNF"ORM TO THE MUTCD 2003
rnmoN AS AMMENDED BY THE 2003 CALIFORNIA SUPPLEMENT AND SAN DIEGO
REGIONAL STANDARD DRAWING M-19.
14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE IIUTCD 200:J
£0/TION AS AMMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS
l)THERWISE SPt.C/FIED.
"16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH
· BREA!v\WAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. . .
J 7. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A
STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY
THE CONTPACTOR TO THE CITY OF CARLSBAD PUBLJC WORKS YARD AT 405
OAK AVE.NU£.
I 9. ALL SIGNS SHOWN ON THt.St. PLANS SHALL BE NEW SIGNS PROVIDED AND
ll'ISTALLED BY TH£ CONTRACTOR EXCEPT THOSE SlGNS SPt.CIFICALL Y SHOWN AS
()(/STING TO RELOCATED OR TO REMAIN.
/lO. (IF NECESSARY) WHERE R4-7 SIGN AND OMI-J OBJECT MARKER ARt. TO
BE INSTALLED IN A 2-FOOT WIDE IIEDIAN NOSE, THE R4-7 SIGN SHALL BE
IB"x24" AND THE OM/-3 O&JECT MARKER SHALL BE 12"x12".
STREET LIGHT
R/JI
EXIST. 60' PER CT !19-0J
JO' JO'
2I)' 20' 10·
... ~ .
,;:°' FIRE HYDRANT
4
6"-1 i-:
f.-...l.lr" Rt.CU.I~
'--SIQ£WAU<
6" T"l'Pt. G
3, I WA 'fEo/{',.___B. WA 1t11
CURB le GUTID1
• ~.✓.:• LIM) SEWER • fJ' rJ' ..
. . ; , • Tl=5.0 LOCAL STREETS
ESTRELLA DE MAR ROAD
NOT TO SG<ILE
Ll
l!
<I
l!
Ll
,j
4
'
-------s;· 7· --7·--y
~TRELLA_ DE _M!AR ROAQ
KEY MAP
---7,0' ---i
. l!
<I ~
·<1 .
Ll· .. <1 . l!
,6
l! <1
<r
l!
<I' . WAsH
~ OET.
4
l!
<I 3,0'
<I
K
MOD. CB TYPE G PER D-8
7'x7' W/ TOP OPEN (NO GRATE)
,OP = (18.10'
l!
<I
. Ll l!
<1
-
,ti
<I
l!
<I
l!
C,.LV. STE£L PLATE
..
' ' -h
' __ r,._,;-.._
', '·),
'I I
I I
. r <
\ ~ \
5
I
I
I
OPENING
I
t-;-----, r
I FLOW
I
1-~:....___J/ r
b
I ;,,
____ _!-+---~
'----s-o·--~
~NOT£: THICKNESS 'T" PER SDRSD D-11
MODIFIED TYPE F CATCH BASIN DETAIL
NOT ro SCALE
#J REBARS EV£NLY SPACED AND
SPOlWELDED TO END OF POST (BOnl SIDES)
•
GALV. STEEL PLATE
SPOTWELDED TO REBARS
• MOD. CB TYPE G PER 0-B T • ANCHOR BOLT
St.£ DETAIL 1'x7' W/ TOP OPt.N {NO GRATE)
TOP = (18.10'
3,0'
J_
ANCHOR BOLTS
/3 REBARS
£VENLY SPACED
~~l)RSSI04~1
$~c:,'/<DL~~ s~ '.Q~
fl. ~ 110. C-48G70 ~ ~
"' £1,p. 06-30-10
J'1.; CIV\\. -$
•
i-----,<--3,0' -1
CLfAR OPENING MUST BE
GR£.i,,TE.R THAN 0.5 SQ. FT.
TRASH RACK DETAIL
ENGINEER OF WORK
''-./ / SPOTWt.LDED TO Rt.BARS '-1Jt OF C~l.l'<c:,%
~2"~~.L· ~ ~ so· DIA. ORIFICE, 91.0 I.E. CLEAR OPENING MUST BE -2}0,/4 s--
3.0' GREATER THAN 0.5 SQ. FT. 70ATE RAYDLMARTIN
ANCHOR BOLT DETAIL R.C.E. NO. -4B670 EXP. 6/30/06
RISER DETAIL .,AS BUILT"
\l~orEss,~ ~ /3' L. ~ ,,,,t,/41
DETENTION BASIN DETAILS & t
'!! ~ i ~ k{_+$(.,_7D 7 ' (F,.;~:,,; --..,,,,--------.._._--..,,. t,,t_.30/.10 DATE
"war TO SCALE :i\ NO. 48670 "' EXP.
/>AV£MeNT S(;CTlotVS I --. -·. '. --____ _,.,., ··~ I'; EXP. D/30/05 :'
~ -,"t REVIEWED BY: I l I.
TRAFFIC ASPh'ALi ClASS 2. "'.(" 0,, CAl \ (~ .---o, .... ,I -lt>fu/o.,, At;/; . .B-45£ LOCATION ✓Nl)EX C,,,VC!rETE I N SP E CT-9:!!::'. 1DATE ' ...
)
ESrtrELJ.A l>ELMM 2 I S~ET I I SH~ETS I 5.,, 4-0 7.D " CITY OF CARLSBAD SrA.l8-t<,<1 -:zo,"f~ l
EGT7Uit.LAPlil-MAR ci.o" \ ENGINEERING DEPARTMENT s.o ♦.D I
(rJ,)
STA,.2O-!"1S -J,,-t'.25 . . IMPROVEMENT AND UTILITY Pl.l\NS FOR:
EsTJel!l.l.A /:,EL MAR 4-0 ,ao" J LA COSTA GREENS \ SrA-.l3.,..2S -.251"!;4-5.0 \
-""-,_ .. ~......__~~-· --,. ---. ........,_ ~
.,.___"' __
.. ~ ./ NEIGHBORHOOD 1.16
J;:~'.:.· HUNSAKER APPROVED 8Y LLOYD 8. HUBBS
& ASSOCIATES & .1 ---..d~ ~/~~s ,'11'J,, ' CITY ENGINE[~= ~ EXE 12,Z112'0 ____ DATE
, SAN DIECQ. INC. .
llo//.::uM l?LM 13\ ,;tg -All/Lr
I I
OWN BY: PROJECT NO. DRAWING ND.
l'I.ANNING 1)V'J Huemekeru Street OATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: G.\/P CT99-03 -423-7 ENONE!RTNC s.n Cieso. ea 92121 ENGINEER or WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY,
1V!WlY1NG PHLS>fil55"4500· FX(858]558·1414
.. R:\0374 \&En~ \lMproveMents\037 4io02.dwg[ OJF eb-01 -2005•11:57 W.O. No. 2352-112 I
N
0 -(11
CENTERLINE DATA
Q BEARING/DELTA RADIUS LENGTH REMARKS
N Jl"l l '40" W 114.57'
2 JJ"l8'47" J00.00' 17.f.43'
3 N 2°07'07" E 284 . .f3'
4 1711•17• 4CJ0.00' 119.99'
CURB DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
N 31"11'.fO" W IH.57' ti" TYPE G CdtG
2 JJ"l8'47" 320.00' 186.05' ti" TYPE G CdtG
3 N 2°07'07" E 284.43' ti" TYPE G CdtG
4 1740'15" 420.00' 129.53' ti" TYPE G CdtG
5 l6°39'12· JB0.00' 110.45' ti" TYPE G CdtG
6 N 2"07'07" E 284 . .f3' 6" TYPE G CdtG
7 JJ"l8'47" 280.00' 162.80' 6" TYPE G CdtG
8 N 31"11'.fO" W I 14.57' ti" TYPE G CdtG
"'1:c?S"'r-=-=-'."-,,..-...;',='W::.1 A:;i,,,1..'IE!2.:~ t<.-*(J.)A;1,.'!,;'I' A"=cc:~ ·=_...,__........___..~-../&
cc. • I BEARING/DELTA RADIUS LENGTH REMARKS
-..,""1 +N=3c:1"-· 1'"1"''4CJ~·"w.:.:._-+-_.:.:==-+--"1"0"4-:._5-.:.9_• -+--8~. _P.c.~"'c"'c"L""-'.:1'-5-0~
2 JJ"l8'47" 287.00' 166.87' 8" PVC CL-150 •
3 N 2°07'07" E 284.43' 8" PVC CL-'-150
() BEARING/DELTA RADIUS LENGTH REMARKS
5 N Jl'II '.fO" W 104.34' 8" PVC CL-250
6 -J3"18'47" JOB.00' 179.08' tl" PVC CL-250 •
7 N 2"07'08" E 284.43' 8" P~ CL-250
8 19"15'15" 4CJ8.oo· 137.11' 8" PVC CL-250 •
LWD SEWER DATA
0 BEARING/DELTA RADIUS ,;'[ENGh-,-1'. REMARKS
N 37"11 '40" W !!1:Z..f>!> ,i• PVC
2 17 .J0'26" 298.00' 91.06' ~ PVC
3'--t-"Nc-=776
0
°178cc'4,=.c6-,"7E=---t------,f--'J"'2'-.0'=0-=-',--+-8::::"71P\1'C-="'-----'-lr ~ 4'5g-,. -....... mr ·· 24.89' 8" PVC
5 >-1 ':>IO I I' 40' U 511<,' t:! f\,c.
v 1J 60 • .+o't.o"e z...o.oo' e., l"\tc..
0
2
J
4
5
6
BEARING/DELTA
N 58"48'20" E
N 5717'52" E
N 74'12'42" E
1733'76"
N 2°07'07" E
N 2"07'07" E
RADIUS
JI.J.00'
LENGTH
4,75'
18.26'
195.82'
95.90'
184.1 I'
96.32'
REMARKS
18" RCP 1350-D
18" RCP 1350-0 (PRIVATE)
24" RCP 1350-D** (PRIVATE)
24" RCP 1350-D
24" RCP I 350-D
24" RCP I 350-D
7 5"33'1.f" 473.00' 4CJ.OJ' 24" RCP 1350-D
8 11•04•45• 413.00' 79.86' JO" RCP 1350-DA
9 2'03'55" 413.00' l.f.89' JO" RCP 1350-0~
10 N 69"19'21" W 78.81' 18" RCP 1350-0 'PRIVATE)
• NO DEFLECTIONS AT BELLS, FITTINGS OR LONGITUDINAL BENDING OF THE PIPE
WILL BE ALLOWED. THE USE OF DEFLECTION COUPLINGS SHALL BE REQUIRED.
•• SEE PROFILE FOR WATER TIGHT JOINTS .
A SEE PROFILE FOR WATER TIGHT JOINTS (FOR ULTIMATE CONDITIONS)
'
!
I
--· -···-------------.. --•---____ j___ +--+-·---1 -----------------i-:.-.:..:..:..:·_-_--
" cccc I •r ........... . ---,-~+-c···~------~-+==c±=c--
1 C. I .. c· .:::::·:··:
.
19+00 ??+r 23+00 24+00 25+00
MANHOLE ID NUMBER UPS MH COORDINATE
UPS OWN X y
PIPE PIPI PIPE SLOPE·l------=-LO"'CA=Tl,.,,O'--'N-'O"'F-"'MA'rN'-"H--"O""L"'E-'l"-''A[)"-D"'R..,,£,,,S"'S'--l-----l
LENGTH DIA. MATERIAL (X) UPSTREAM DOWNSTREAM
(FEET) (IN.) /loDDRESS DESC. ADDRESS DESC. UPS OWN UPS OWN UPS OWN UPS OWN UPS OWN
11-11280 TO Jl-11(.!.0 6251153.2 1983341.5 14~YI 8 PVC J.DOX ESTRELLA DE MAR RD ESTRELLA DE MAR RD. 125.S, 1t~~~ !IS.BS 111.<'.,'5 9.72 lt..-',c, STD STD 2 J
8 PVC ~.oo¼ ESTRELLA DE MAR RD. ESTRELLA DE MAR RD.
fVc,
.. • . .• I • ' •• 0L · .. ~ .. i .. :-1_·_:~;'---'----+-1
'-___ '--_;,~-==--
-----------------,---------"···_--,-----,_-_------------. --
26+00
r ---
>
40
'
,--._ PROJECT
BOUNDARY
HORIZ. :
VERT. :
0 40 l!O
;i ;i
SCALE 1 "= 40'
£>(!STING 200' SDGdtE
EASEMENT PER DOC.
···.c...._··-
1"=40'
1 "=8'
120
__, ___ REC. APRIL 16, 1954
8K 5207 PAGE 154 AND
DOC. REC. JUNE I 8, 1954
BK 52 PAGE 4.J2
LOT 39
I
10179 Hyerr,ekem Street
I
I
I
PV,NNING
£NQNEERING
11.JRVEYING
San D1e&o, Ca 1J2121
PH(858)5S8-4SOO · fX(858)558· 1414
ENGINEER OF WORK
/ 'DATE
"AS BUILT"
-'t/oL. --.?-,; ,.
EXP. ~/ .'J0//0
R:\037 4 \&Eng\lmprovements\0374io03.dwg[ 0]Feb-01 -2005: 12:04 W.O. No. 2352-112
e,.,
0 -c,,
- ------,-----. '
40+00 41+00
J.'7'"--~---,~----------------...__--..... ,,,---.,_.,,,.--,_,,,-----.....-~----~ ~ y fb ~ I.EUCADJA WASTEWATER DISTRICT SUMMARY TABLE FOR NEW SEWER MAIN -~---v~~-~~ --~
,_; --'\... MANHOLE ID NUM8£R UPS MH COORDINATE PIPE PIPE PIPE SLOPE LOCATION OF MANHOLE (ADDRESSJ /IH RIM EL. IIH INVERT /IH DEPTH H,ANHOLE 1 NO. OF UNES
t,=;c,:=-::ccc:c-==-=-c--L~WD.--=S:c:EccW=-E-,-R_D:-=ccA-:::T=-A:--r_--=:='C=-:-:---. 'I 1-----.--.----+----.~---iLF:NGTH DIA. MATERIAL rz; uPsTREAM oowNsTREAM (F££T) rh~n (FITT) '6:#-ffl/?-1 · THROUGH MH
< > BEARING/OHTA RADIUS LENGTH REMARKS L \ UPS DWN X Y (FE:£T) (IN.) ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DWN UPS DWN UPS DWN UPS DWN UPS DWN N (;-JJ'DB" E 17.SB' 8" PVC "' ' t-,--,--t-t----t-.,---t----1----1--,-t----+--+----------t-----+--------:---+-----1-,,--+-=-::-+-c-:--:t---:-l-:--:-::-r:-:-+-==-ll-:=-;t-=--+--a:--i 1 11-IIJJO TO 11-11310 <-Z51174l. l'lb!,614.1 71.47 8 PVC 0.80% 'ESTRELLA D£ l,IA/1 RD S£W£R ACCESS ROAD 115.10 lt'::>.U, 105.18 to'l.'5£. 9.92 b.<h STD STD 2 !>
2 14'48'56" 200 00' 51 72' B" PVC · · , 11-11J20 TO T1-11JTO U.61'::>:,Z.!, t"le'.Ylffi.'L 115.94 B PVC 0.80X SEWER ACCESS ROAD SEWER ACCESS ROAD 109.74 TOB.47 10J.56 T02.4J 6.18 5.84 STD STD 2 2
J N 21°22'05" E 112 86' B" PVC 4 ./ · • ,,T..:_1_-..:.T.:.:1J:_1:.:0+T0+1..:.1_-..:,1.:,:1J::.,O:.:O~t,::.t.:::.S::l:.:'::,'\=l."l~.:..t'l.::e,:::~::::<L>=c..c,o+2::.:7,..::0.:.:.7..::J+.::B+_:._P.:.:l'C::,_+=O.:.:B::.OX➔--=S::.Elll::.ER=.::.A::.CC.::ES=S~ROAD=::,_+----+-.::S::::.'Elll::..S:::R.:....:.A::.C::.C:::ES::.:S~ROAD=::,_+----i.:.1::.D8::.: . ..:.4:+,:1.::0:::5.",7.,,'B-l'1-"0::,'2.:.:4,:::i-:1..::0=0.:.:0:=:j..16:::·.::0.:.4+..::5c.:.5::2:,+..::S::,TD::._if-=SC:,TD::.....+...;2::_+...;2::_-I 4 N J2'50'11;• W 151 94' 8" PVC r · T1-T1JOO TO 11-11290 <,lhi?b'.-6 i'lbb'::,!ll.!i 147.94 8 P\.'C 0.80X SEWER ACCESS ROAD SEWER ACCESS ROAD 105.7, 104.JD 100.01 98.68 5.72 5.42 STD STD 2 2
5 N l'OJ'4g• E 274 7J' ~• PVC < · 11-11290 TO EXISTING <-Z.Sf41'1-'L 1'1e,c:,u,'::,,1, 2J4.07 8 P\.'C 2.00% SEWER ACCESS ROAD 'ESTRE:LLA DE MAR RD 104.JO 109.2T 98.68 94.00 5.62 15.21 STD STD 2 :J 6 H-'21'28" 478.65' 119.94' 8" PVC P-,,c. 0:101. :>CLJUc necE..,..,!EQt,,Q Oa..!U:. .t>CCf.<r> f!L>.AO 11:,,'Ll, lo'l.'1-'t to-\.~ lo~.'=><'.. e."16 5.'10 ~ :,-\0 ~ L
7 N BO'J8'59 • W loE..~•I' 8" PVC
D I
C':I • / &I:_~-:;
LOT 39
29+47.00=
149+10. T5 AH NO 6 (LWD)
LWD NO 11-IIJ:JO
LOCKING MANHOLE UD -f1!4rss--,_ ,I'.
tl ~ -!-; -/it, 0 ~ fl
,;J.'' t;~'(.1-a~~ ~~<~ "~
_ _, --. -r -,-
LOT 42
~
L'--EXISTING 200' SDG&E
E:ASEMENT PER DOC. REC.
APRIL 16, 1954, 8K 5207
PAGE 158 AND DOC. REC.
JUNE 18, 1954, 8K 52
PAGE 432
LOT 41
I
I
I
I
I
I
PAD
I
I
I
I
I
I
2
---------:::::· __ ---------------.
20' WIDE LWD
SEWER EASEMENT
I ~ I
::_:_-_::::::-::--
------
'IRAJL 0TTCH -(SEE DETAIL AT BELOW)
SECTION A-A
NTS
EXISTING
GROUND~
I
I
I
I
12· 12·
•• THICKEN END --..J
SECTIONS TYPICAL '
BOTH SIDES
I
I
I
I
6
J" 470 C-2000 CONCRETE WITH
6" ,r 6" x 10 G-1. WELDEIJ WIRE I/ESH
TRAIL DITCH DETAIL
NTS
ENGINEER OF WORK
~.Y~,.,b RAY DL.MARTIN
R.C.E. NO. 4B670 EXP. 6/30/06
"'--=
DATE
-----
"AS BUILT"
r~--J.,..Y~-.f t'IJ~'J/47' ~-
RcV'i'Pc:;.?o EXP. <i,/30/IO DATE
STORM DRAJN UN£ D
SEE DWG 423-lA
OFFS/TE SFWER LINE 1---+--+-------------t-----t---t---t----jl SH~ET I CITY OF CARLSBAD I SH~TS I
. ~===--===::::::::[=:N:::G::::I N:::E::::E:::Rl=NG:::::::::D:::E::::PA:::R=T=>,i::::E=N I==::::'....'.:::==~
IMPROVEMENT AND UTILITY PLANS FOR:
40 a 40 120
f zz ·--
HUNSAKER
& ASSOCIATES
SAN DIECO. INC.
l'IANNING 10179 HueMeken, Street
ENGINEERING San IJie,,!o, C. 92121
SIJR\IEYING PH(-858)558-4500· FX(858)558·1414
'·-"I
LA COSTA GREENS
NEIGHBORHOOD 1.16
R:\0374\&Eng\lmprovements\0374ia04.dwg( O]Febc-01 -2005: 11 :5B W.O. No. _2352-112 I
·····•·········•·f••·••:1••·•··••···+••·······••1••••· 1 :I J f 1 .. ! ~· le~ ' .. -----,----·----·· ------------~~----• -t---------------1--------I ~::::::_:L____:_:_:
.tc--r-t::=t •I -'1---+-·-····· ..........••.•.. ·····••······ i qi ....... C
-------------• -------------------- ---
--------------
--------· -------~ - - ------------------r
,~1cc==1c=1cc=ct=cc= •• : •• ci1=~ •••• ·.•?1---••··⇒l·---····---1=•··•:i-:'·=~C,/!i\l'l,t-il~i •• +-1·····-···.·.·:: .,. ==+=~=t:=.::_:_t.-=:.::__j__::::__:j_-+-'~~ ... ,. +----+ ... -.... -,.--,.····-•·-.• +----+-' ---j···········••l•······••i•••········ ... r•=+=+==+==~==::i==i:::==i=s=1c ··· ···· ········· ·· · ··· =~+---+---r-=.
· ······ ···=····+-····+·· ··_····1-······+, -.. +-.... ~ ..... ='11 ... =!a ... .-.... '+ ..... =· I • •1·=··4+=1=:=--bd~•·•J. . .,, .. .
•··•··•· < l
-----_______ I _______ --
·°',· ~~~44~~~tE±-J--ii~~~~~~~~····!·•1 ·~!:l~=!J~~pm ······' Fr=++=r==7="'+Wr=r=+"+'~~= ..... ei.---.. :::t:::i==rr==i=="iciW...c·t··--··=.···=.···i··=.····7··.1---··.·=..·.·.·t·=EiE=..tc=cic==t==ccj--==E=r~Ei'rr,iiff 1:::~:~:!cc .. 4=~~rtt~d~==~~~t,~4'1=r.L_rf=r=±?=t·':-···c..····=.···j··=····=.··---···=···t"d.= ... t.,j ... =,-:: .. -:: .... t ... ---... ---.. ---.... t .. ---.. = .. i ... = ... c:1
~~;~1 . ..3=-'==+"=---------+ '+=t---.tc--t---t---.:i<t:; -· "'~~ ====-i--=== ~ +--+-------t-----t -+---+-+············• ·····••···••·!••··········••1.·•-.·••-······
---------------------------------------------1-
:::::::::::::::-::::::::::------------1--------
' ",,_ ~---·--,,,", .,. ·->·,cd
27+17.13=
50+00.00 SD LINE 8-4
MOD TYPE F CATCH BASIN,
:S'x3' BOX,
N'LY & W'LY OPENINGS,
SEE DETAIL ON SHEET 2
6+80.68=
HUNSAKER
& ASSOCIATES
SAN DIEGQ. INC.
PlANNINC 10179 ttuemekens Street
ENQNEERING San Difio. Ca. 92121
SURVEYING PH(S58)558·4500· FX(858)558·1414
0
ie~!~Fi:414=== Cl:. • ••••••••••. •••••••••• •. ..••• • .
... ------------------------.......... ...... ...... .. ... .. . j
=1==+:==1c.=1=~~::::::::::::r==::i::::::::::::+-=,=···:·,·.·.··.:.i·· ....................... IBLG ..
·i·· c···I li•.
- - - -----------,---
' I ------< ----------------·· FltE 1@
------------------------------------------------
27+50.24=
87+01.77 SD LINE 8=
50+59.32 SO LINE 8-4
TYPE 8-6 CO
27+52.15=
51+22.25 SD LINE 8-4
MOD. TYPE B-7 CO X=5'
SE£ DETAIL THIS SHEET
'7+52.45=
1+3r:51 SD LINE -
PROJECT
80UNDAR_Y ~
I ' ~ I I !
' i I
' i \~1
! /,,
I • I I ,
/ ·····•· I I /"D(/5nNG DITCH.
fl 10+00.00 SD
---:! I .
·t I '
'' MOD TYPE G CB PER D-8
7'x7' W/ OPEN TOP
I ,..--S,~ ,',1;.Z,,""-L"IN"E~B"'--4..•,
,HEADWALL /
,,
' ., '
i / / I
(NO GRATE)
SEE DETAIL ON SHT 2
JD+58.24 SD
- ---------------------1·•···· ·!-------------------..--
---------------------1--------------------------r:-
------------------------------------------------------ -------------------·--------------------
1 ..
T• -+ --
------------------------------------I
OD TYPE '8-7' CO
RIM = 115.50
54" RCP
STORM DRAIN ENTERING
CLEANOUT C 99.87 FL
BYPASS PIPE TO VORTECHNICS
UNIT PRIVATE
4.00 LF ~ 18" RCP C 0.00%
99.87 FL
A
DIAGONAi DIVERSION WEIR
Thickne,s = 0.5'
Height ~ 2.4'
Effecti11e Length = 8.6'
1,25
2.41
'
TYPE '8-6' CO
RIM = 115.50
A
2.00
flow
54" RCP
54" RCP
54" RCP
STORM DRAIN EXITING
CLEANOUT C 99.64 FL
0.43'
BYPASS PIPE FROM
VORTECHNICS UNIT PRIVATE
4.50 LF ~ 18" RCP Cl O.DDll:
99.87 FL
54" RCP
STORM DRAIN ENTERING
CLEANOUT C 99.84 FL
STORM DRAIN EXITING
CLEANOUT C 99.87 FL
1#·•······· l=ticttc-t-c--.c,.i
.50' TYP_
54" RCP
O.J1'
I -.. 16" RCP ~:ASS PIPE TO
'--VORTECHNICS UNIT
(PRIVATE)
SECTION A-A
5/16" R
1/4"
(il +---+--+--_ :::::::::::· -·-·::: ______ :::··-··:: ____ ::·
l<Jll)""' • 2 .•••••.. ""-~.~~ -----l------+--
...
-~~ .. =F+~~===~7ftl'-=r=-1
-'<ft------, ~~~~-~··-'--+--·~--+---t-m ~
SCALES
HORIZ. : 1 "=40'
VERT. : 1 "=8'
CENTERLINE DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
I 12'46'36" 400.00' 89.20'
2 N J2'05 '00" E IOI.OB'
J 9'07'5J" 385.00' 61.36'
STORM DRAIN DATA
0 BEARING/DEL TA RADIUS LENGTH REMARKS
I 10·09•24• '13.00' 73.21' JO" RCP 1350-D•
2 N J2"D5'oo· E: Jl.64' JO" RCP 1350-D•
J N s,55•00· w J.J8' 18" RCP 1J5o-o•
4 N 57"55'00" W 29.J8' 18" RCP IJ50-D•
5 N J4'44'10" E: 64.81' J6" RCP 1350-0•
6 N 76'16'JJ" E: 25.50' 1B" RCP 1J5o-o-
7 45"48'27" 45.00' J5.98' IB" RCP 1J5o-o-•
8 N 57"55'oo· w 4.JJ' 18" RCP 1350-0-
9 N 60'40'10" W '8.44' S4" RCP 1J5o-o•
10 N 60"J9'25" W 4.75' 54" RCP 1J50-D0
r, N 60'J9'25" W 127.77' 54" RCP 1350-0
12 N 29'20'J5" E J.oo· 18" RCP 1J50-0
IJ N 29'20'J5" E: J.50' 1B" RCP IJ50-D
DETAIL 'B' -SLOTTED HOLE 14 N B3"19'14" W S4.74' JO" RCP IJ50-D
', "',,,,"
0-41 ENERGY
0/SSIPATOR
" '"\,.
·~ MODIFIED TYPE 8-7 CLEANOUT (DIVERSION BOX) • WATER TIGHT JOINTS
-SEE PROFILE: FOR WATER TIGHT JOINTS
PROJECT
BOUNDARY
80
SCALE 1"=40'
A
12D
TON RIPRAP D-4-0:
U W=22.5'
D/S\ W=27.0'
L-=18', T~6.8'
F/Lffi~t..ANKET: f" CR HED ROCK
r-1.0'
LOWER YER: SAND
\_ \ .-
PERMANENT
DETENTION
BASIN
LOT 41
FUTURE ESTRELLA DE MAR ROAD
24" OPENING
FL AC SWALE TO
OPENING OF INLET
-now--- -
' ',.
i
/
PLANVTEW
GRATE DETAILS PER
0-17 (Y=B" SPACING)
-24" OPEN/NC
FL OF DITCH OR
EARTHEN SWALE TO
OPENING OF INLET
--.,._ Fl.OW -
TYPE B INLET WITH CSP RISER
NOT TO SCALE ..
TOP OF
RD,/ f.UYATION PER PLANS
CORRUCA TED STEEL PIP[ INLET TYPE '8' PER D-16 --.,_
WITH GRAT£ PER 0-16
rrPE ~' CSP INLET
AC SWALE
2'
50 MIN
BOLT. S££ DETAIL ~•
GROUT
•
A • ...
• • .. •
•
• .. •
•
NOT TO SCALE
ll INLET
I
I
I
I
I
I
+ 0 0
I • J.O' .. I
4.0'
SECTION A -A
..
GRATE DETAILS PER
D-17 (Y=6" SPACING)
2'
50 MIN
J' DIAM. CSP RISER
4"
•
•
• • ...
•
• .. •
I. •
/l. STAINLESS STL
0 WATER TIGHT JOINTS (FOR ULTIMATE CONDITIONS)
• 4' SECTIONS BEVELED BOTH ENDS
. i!::
"'~
1/2" DIAM. X 1•-~
HILT/ KWIK-BOLT
PROVIDE SLOTTED HOLE
SEE DETAIL '8'
i; "= TOP OF EARTHEN SWALE
I;; ~ £ OR DITCH (PER PLAN)
OR £QUNALENT
----' l 0 0 p 7
'7 ' • •
I 16" OC
I
TYP
DETAIL 'A' -BOLT
NOTES FOR DETAIL i1 ':
1. ALL BOLTS SHALL BE 1/2 INCH IN DIAMETER AND 7 INCHES IN LENGTH.
4' x 4
8 /NL£
'TYPE 2. Al. TERNA T/V[ DETAILS BE SUBMITTED BY THE CONTRACTOR fOR APPROVAL
T BOX BY TH£ ENGINEER.
J. SEE 0-11, 0-16 AND 0-17 FOR ADDITIONAL NOTES
\
-.
'7/:JIO"! DJ .,_,. •• 13\AS·&/IL-T
DATE INITIAL DATE INITIAL
ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL
~ -.
§~<;:, ~~ ENGINEER OF WORK c-, ~ ~ i:"'"I ~ "' NO. C-48670 g .
~.Y~ ""~6-30-10 ,2/to/Es-
. J';; CM\. ~ ' DATE RANOL.MARTIN .,,,,[ or c~1.111:1-.: R.C.E. NO. 48670 EXP. 6/30/06
"AS BUILT"
,._ofESS/~ rJ ✓~aL 16,;;~1 rL• $ \
R({ '18(,, 7Q
1 • .. -(',,(_3t> /10 DATE -% e NO. -48670 I:: EXP.
~ EXP. e/30/D~ :'
~ -· .. ~ ... REVIEWED~~
10/z-Q/,:,9 -t'"e 0,-c,.LI~ c!eW
INSPECTOO --.. 'DATE
I SH~ETS I I SH;ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IMPROVEMENT AND UTILITY PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.16
APPROVED 4Y-LLOYD J~ HUBBS
d.-<=. d.~.,:;, ~ :i...:J,b 5'
CITY ENGINEE--RCE= ==--Exe 12231 (05 DATE
OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL CHKD BY: G>J.P CT99-03 423-7
CITY APPROVAL RVWD BY:
. -,
Ri\037 4 \~Eng\lMproveMents\037 4/QOS.dwg[ OJF eb-01 ·2005,12,32 W.O. No. 2352-112
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0 -(11