HomeMy WebLinkAboutDWG 430-5; CT 02-07; EMERALD POINTE ESTATES; 01-03' I '
GENERAL NOTES
1. THIS Pl.AN SUPERSED£S ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF Pl.ANS.
2. APPROVAL OF THIS Pl.AN DOES NOT LESSEN OR WAIVE ANY PORnON OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF Pl.ANS 00£5 NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF -WORK FROM RESPONSIBILITY FOR THE CORRECnON OF ERRORS ANO
OMISSIONS DISCOVERED DURING CONSTRUCnON. ALL Pl.AN REVISIONS SHALL
BE PROMP7L Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF UABILITY. THE INSURANCE
COMPANY WRITING THf POUCY MUST HAVE A RATING OF 'A" OR BETTER AND A S/Zf
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS' KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE Pl.ANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE Pl.ANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, DN THE
APPROPRIATE SHEET OF THE Pl.ANS AND Tl1LE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPE:RTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFl.ECT 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 nMES DURING CONSTRUCnON.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. /HE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLEOON OF FIELD TESTS. THE
WRITTEN FIELD COMPACnON REPORT(S) SHALL BE IMMEDIAffiY SUBMITTED TO
Tl-'F CITY ENGINEERING INSPECTOR UPON COMPLEnON OF THE FIELD TESTS.
12. A PRfCONSTRI/CDQN MfUJNG SHAil Bf Hfl Q AT llif SITE PRIOR TO llif
8£GINNING OF WORK ANO SHALL 8£ ATTEND£D BY ALL R£PRES£NTATIVES
RESPONSIBLE: FOR CONSTRUCTION, INSP£CnON, SUPERVISION, TESTING AND ALL
QllifR ASP£CTS Of THE WORK. THE CONTRACTOR SHALL SCH£DUL£ TH£ M£ETING
BY CALL!NG (760) 4J8-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING COM:iTRUCnON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCH£DULING.
1 J. ALL /NSf'fCTION R£QU£STS OTHER THAN FOR PR£CONSTRUCnON M£ETING WILL BE
MADE BY CALLING THE ENGIN££RING 24-HOUR INSP£CnON Rf UEST LIN£ AT
760 8-J891. INSP£CTION R£QUESTS MUST BE RECE:MD PRIOR TO 2:00 P.M.
""""'-41'SP£CnONS WILL BE MADE
THE NfXT WORK DAY UNL£$S YOU REQUEST 01H£RWISE. R£QU£$TS MAD£ AFTER
2:00 P.M. WILL 8£ SCH£DUL£D FOR TWO FULL WORK DAYS LATER.
14. TH£ OWN£R ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OEVIC£S, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO F£0£RAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULAnONS.
15. /HE CONTRACTOR SHALL CONFORM TO LABOR CODE SfCT/ON 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNtO AG£NCY SHOWING
THE D£$IGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECnON FROM /HE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TR£NCH£S OR DURING 1H£ PIPE INSTALLATION
1H£R£IN. /HIS Pl.AN MUST BE PR£PAR£D FOR ALL TR£NCHES FIVE FEET (5? OR
MORE IN D£PTH ANO APPROVED BY /HE CITY £NG/NEER ANO/OR CONC£RN£D
AG£NCY PRIOR TO EXCAVAnON. IF /Hf PIAN VAR/fS FROM /HE SHORING SYSTEM
STANDARDS fSTARI ISHFD RY TI-IE CONSTRUCTION, SAffIY ORDERS un f a
CALIFORt,/IA AQMINISTRA T/Yf CODE. llif PIM SHIJLL BE · PR£PAR£0 BY AN
R£GISTER£D ENG/NffR AT THE CONTRACTORS EXPENSE. A CQPY OF THE OSHA
EXCAVAnON P£RMIT MUST BE SUBMITTED TO THE INSP£CTOR' PRIOR TO EXCAVATION.
16. IF ANY ARCHA£0LOGICAL RESOURC£S ARE DISCOVER£0 WITHIN ANY WORK ZONE
DURING CONSTRUCnON, QPfRADDNS WU I CFA~ IMMFQIAIFI Y ANO TH£
P£RMITTE£ WILL NOTIFY TH£ CITY ENGIN££R. OP£RAnONS WILL NOT R£START
UNTIL TH£ PERM/TT££ HAS R£C£N£D WRITTEN AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
17. ALL OPERAnONS CONDUCTED ON THE SITE OR ADJAC£NT TH£RETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPAR71JRE OR OP£RATION OF TRUCKS,
EARTHMOVING £QUIPMENT, CONSTRUCTION £QUIPM£NT ANO ANY OTH£R ASSOCIAffO
GRADING £QUIPM£NT SHALL BE LIMIT£D TO THE PfR/00 BETW£EN 7:00 AM. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8£ CONDUCTED ON W£EKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE £NG/N££RING D£PARTM£NT COUNT£R.)
18. ALL OFF -SITE HAUL ROUffS SHALL BE SUBMITTED BY THE CONTRACTOR TO n-lE
CITY £NGINE£R FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. /HE CONTRACTOR SHALL BE RESPONSIBLE FDR /WY, D£BRIS OR DAW,y£
OCCURRING ALONG DiE HAUL ROUTE QR ADJAC£NT STREETS A$ A RESULT OF TH(
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENC£D WI/HOUT A CITY I ENGINE£R APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCAnON OF UTILITY STRUC71JRES ANO FACILlnES SHOWN
ON THE CONSTRUCTION Pl.ANS WERE OBTA/N£D BY A SEARCH OF THE AVAILABLE:
R£CORDS. ATTENTION IS CALL£0 TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILIT1£S OR STRUC71JR£S NOT SHOWN OR IN A LOCATION DIFF'fRENT
FROM THAT SHOWN ON TH£ Pl.ANS. /HE CONTRACTOR IS R£QUIR£D TO TAKE DU£
PRECAUnONARY MEASUR£S TO PROT£CT THE UTIUTl(S SHOWN ON THE Pl.ANS ANO
ANY 01H£R EXISTING FACIUTl£S OR STRUC71JR£S NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY /HE LOCATION OF ALL EXISTING FACILITI£$
(ABOVEGROUND AND UND£RGROUND) WITHIN THE PROJ£CT $/TE SUfflCIEN1LY
AHEAD OF THE CONSTRUCnON TO P£RMIT THE REVISIONS OF THE CONSTRUCTION
Pl.ANS IF IT IS FOUND THAT THE ACML LOCATIONS ARE IN CONFLICT WITH
THE PROPOS£D WORK.
22. THE CONTRACTOR SHALL NOnFY AFF£CTEO UTILITY COMPANIES (S£E BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCnON NEAR TH£/R
FACILITIES AND SHALL COORDINATE WORK WIIH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-41JJ
SDG&E (800)660-7J4J
PACIFIC 8£LL (800)892-012J
ADELPHIA COMMUNICATIONS (760)438-7741
COX COMMUNICATIONS (760)808-98D9
CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)434-2980
CITY OF CARLSBAD (SEWER, WAT£R & R£CLAIMEO WAT£R) (760)438-2722
HUNSAKER
& ASSOCIATES
Pl.ANNING 10179 Huenneken1 Street
ENGINEERING San o;ego, ca 92121
SURVEYING PH(858)558-4500· FX(8S8)558-1414
STREET NOTES
I. ACTUAL STRUCTURAL S£CT/ONS WILL BE DETERM/N£0 AFTER "R• VALUE
2.
TESTS HAVE: B££N CONDUCT£D BY A PROF£SSIONAL £NG/NEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS.ON THE PR£PAREO BASEMENT SOIL. TH£ •R• VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMI TTEO TO THE
ENGINEERING INSP£CTOR FOR REVl£W AND APPROVAL A MINIMUM OF 1WO (21
CITY WORKING DAYS BEFORE: THE WORK B£G/NS.
STR£ET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND
CONDUIT RUNS, SfRVIC£ POINTS AND HAND-HOLES SHALL BE SHOWN ON TH£
•AS-BUILT• PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOW£D. ALL LUM/NA/RES SHALL BE ·cur OFF· TYPE:.
3. ALL UNDERGROUND UTILITIES AND LAT£RALS SHALL 8£ INSTALL£D PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
ENGINEER'S NOTES
I. NE/ THER THE OWNER, NOR THE ENGIN££R OF WORK WILL ENFORCE:
SAFETY MEASURES OR R£GULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAF£TY DEVIC£S, INCLUDING SHORING,
AND SHALL BE SOLELY R£SPONS/8LE FOR CONFORMING TO ALL LOCAL,
STATE AND FED£RAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
2. CONTRACTOR HAS SOLE ANO COMPLETE RESPONS I 8 I LI TY FOR JOB S 1 T£
CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
SHALL APPLY CONTINUOUSLY AND NOT 8£ LIMITED TO NORMAL WORKING
HOU!?S. THE CONTRACTOR SHALL DEFEND, /ND£MNIFY AND HOLD THE
£NGINE£R HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLE:GED,
IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS
PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE ENG/N££R.
ENGINEER'S NOTES (CONT.)
10. PRIOR TO ORD£RING MAT£RIALS OR BEGINNING CONSTRUCT/ON, 'MI/CHEVER
OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE £NGIN££R OF WORK
IN WRITING, V>7-IEN£VER THESE PLANS S£EM UNCL£AR.
· 11. THE CONTRACTOR SHALL NOTIFY THE SURVEYORS 48 HOURS PRIOR TO
BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURV£YOR SHALL
OBTAIN NECESSARY FIELD SHOTS TO PROVIDE THE ENGINEER OF WORK
WITH A LETTER OF C£RTIFICATION STATING THAT ALL IMPROV£MENTS
ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES
AND GRADES SHOWN H£REON. THE C£RT1FICATION SHALL INCLUDE ALL
IT£MS R£QUIREO BY THE APPROVING AUTHORITY.
WORK TO BE DONE
THE IMPROVEM£NT WORK SHALL BE P£RFORMEO IN A
WITH THE FOLLOWING DOCUM£N~. CURR£NT AT THE TIM CONSTRUCnON, AS DIR£CTEO BY I Hf CITY £NG/NEER.
DANCE
OF
1.
2.
J.
4.
5.
6.
7.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS.
THIS SET OF Pl.ANS.
IN ACCORDANCE WITH CITY OF CARLSBAD R£$0LUTION UMBER 5647
DAT£D JUNE 16, 2004. t
THE STANDARD SP£C/FICAT/ONS FOR PUBUG RKS
CONSTRUCnON (GR££N BOOK).
SOILS REPORT AND RECOMMENDATIONS BY G£0T£CHNIC?,L EXPLORATION INC.
SOILS AND TESTING, INC. DAT£D, APRIL 30, 2002. I
THE SAN DI£GO AREA REGIONAL STANDARD DRAWINGS ~D AS
MAY 8£ MODIFl£D BY THE CITY OF CARLSBAD STANDARrS. 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 BE
UTILIZ£0 PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILL£0 WITH J. THE CONTRACTOR 15 RESPONSIBLE TO INSURE: THAT ALL SLOPES, STREETS,
UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS.
IF THERE IS ANY QU£STION R£GARDING THESE PLANS OR F/£LD STAKES,
TH£ CONTRACTOR SHALL REQUEST AN INTERPRETATION 8£FOR£ DOING ANY
l'tORK BY CALLING THE ENGINEER OF l'tORK AT /858/ 558-4500.
12. TH£ GENERAL CONTRACTOR 15 REOUIR£D TO KEEP AND MAINTAIN A
S/GN£0 SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THE
£NGINE£R OF WORK, SOILS ENGINEER AND THE: CITY INSPECTOR. THE G£NERAL
CONTRACTOR'S SUPERINT£NDANT IS REQUIRED TO UPDATE SAID PLANS WITH
AS-BUILT ON A DAILY BASIS AS WORK PROGR£SSES. SAID PLANS SHALL
BE C£RTIF/£0 BY TH£ SUP£RINT£NDENT AS ACCURATE ANO COMPLETE:
8. TH£ CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS · D SP£C/FICATIONS
FOR CONSTRUcnoN OF WA T£R AND SEWER SYSTEMS. 3/4• ROCKPER SORSD S-4 TYPE •c• AND PIPE MEETS AST/,1 STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
5. v.l-lERE AN EXISTING PIPE LINE: IS TO BE ABANDONED IT SHALL BE R£MOVED
Wlm/N TW£NTY F£ET OF BUILDING OR STREET AR£AS AND REPLAC£D WITH
PROP£RLY COMPACTED SOILS. IN OTH£R AREAS TH£ PIPE WILL BE PLUGG£D
WITH CONCRETE OR REMOVED AS APPROV£D BY THE CITY ENG/N££R.
6. MIEE:LCHAIR RAMPS SHALL BE INSTALLED P£R REQU/R£MENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE: CODE.
7. STREET TREES SHALL BE INSTALL£D P£R S£CTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE: MANUAL.
8. FIR£ HYDRANT MARKERS SHALL BE PLACED IN THE: STR£ET WITHIN TH£ LIMITS
OF WORK OF THIS PLAN P£R SDRS DWG M/9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBE:D BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUAT£D, AND DOCUMENTED PE:R THE
PROFESSIONAL LAND SURV£YORS ACT.
10. 1WO (21 SETS OF SURVEY (CUT/ SHEETS SHALL 8£ PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJ£CT THAT I
HAVE EXERCIS£D RESPONSIBLE: CHARGE: OV£R THE DESIGN OF TH£ PROJECT AS
0£FINED IN SECTION 6703 OF THE BUSINESS AND PROF£SSIONS CODE, AND THAT
THE DESIGN IS CONSIST£NT WITH CURR£NT STANDARDS.
I UND£RSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SP£C/FICATIONS BY
THE CITY OF CARLSBAD DOES NOT R£L/£V£ Mf, AS ENGIN££R OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: HUNSAKER a ASSOCIAT£S
ADDRESS: 10179 HUfNNfKENS AVE
CITY, ST.: SAN DIEGO CA
TEL£PHONE: /B5B I MS-4500
BY: 2 . ~ ,k:',L~~!f'_•~iJIC""°~~•----DATf:
~MARTIN
P.E. NO.: RC[ 48670
EXP I RAT I ON DAT£: _s,.6/c,;3,iiD,clQlll6>--------
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE Pl.ANS WAS
GENERATED BY AERIAL SURVEY BY SAN-LO
AERIAL SURVEYS {1-J0-97) AND BY R.J.
LUNG {5-11-04). TOPOGRAPHY SHOWN
HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NO. -368-1
CITY OF CARLSBAD DRAWING NO. -368-IA
CITY OF CARLSBAD DRAWING NO. -345-9A
CITY OF CARLSBAD DRAWING NO. -345-9
OWNERS / PERMITTEES
SADDLEVIEW. LLC / RWR HOMES INC.
2710 LOKER AVENUE WEST
SUITE 350
CARLSBAD, CA 92008
(760) 918-6797
LEGAL DESCRIPTION
BEING A SUBDIVISION OF A PORTION OF THAT PARCEL ON RECORD OF
SURVEY MAP NO. 5715 AS FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNrt ON DECEMBER 19, 1960. IN THE Girt
OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, TOGETHER
WITH LOT 115 OF CARLSBAD TRACT NO. 84-32 (A) UNIT NO. 1
{COBBLESTONE SEA VILLAGE}, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO. 13428
FILED IN THE OFFICE OF THE COUNrt RECORDER OF SAN DIEGO COUNrt
ON JUNE J, 1997.
PROJECT LOCATION
THIS PROJ£CT IS LOCAT£D WITHIN ASSESSORS PARCEL NUMB£R(S/
212-040-050 212-190-053
THE CALIFORNIA COORDINATE INDEX OF THIS PROJE:CT IS
N 1989 E 6240
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAO 'BJ CALIFORNIA
COORDINATES SYSTEM ZONE 6 GRID BEARINGS BETWEEN STATION 48 AND
STATION 64 AS SAID COORDINATES ARE PUBLISHED IN RECORD OF
SURVEY MAP NO. 17271.
I.E. N 55'45'49" E
THE COMBINED SCALE FACTOR AT STATION 64 IS 0.999954920. GRID
DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR.
SHEET INDEX
NO TES ANO LEGEND
K£Y MAP AND SECTIONS
IMPROVEMENTS
SHEET I
SHEET 2
SHEET J
4. TH£ CONTRACTOR SHALL VERIFY ALL STAKES FOR ACCURACY AGAINST APPROVED PLANS,
PRIOR TO TR£NCHING OR FORMING AND SHALL BEAR THE COST OF ALL R£WORK
THAT RESULTS FRO/I PROCEEDING USING INCORRECT STAKES THAT A/IE NOT VALIDATED
BY THE CONTRACTOR PRIOR TO COIMENCING CONSTRUCTION.
5. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY ST£PS TO PROTECT
TH£ PROJECT AND ADJACENT PROPERTY FROM ANY £ROS/ON AND SILTATION
THAT MIGHT RE:SULT FROM HIS OPERATIONS BY APPROPRIATE MEANS
/GRAVEL BAGS, HAY BAL£S, TEMPORARY DESILTING BASINS, DIKES,
SHORING, ETC./ UNTIL SUCH TIME THE PROJECT IS COMPL£T£D AND
ACC£PTED FOR MAINTENANCE BY THE OWN£R.
6. THE EXISTENCE: AND LOCATION OF UNDERGROUND UTILITIES SHOWN H£REON
WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING
UTILITIES EXC£PT AS SHOWN ON THESE PLANS. BEFORE E:XCAVATING FOR
THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS
AND VERIFY THE HORIZONTAL AND V£RTICAL LOCATION OF ALL UND£RGROUND
UTILITIES AFFECTING THE WORK, MIETH£R SHOWN ON TH£ PLANS OR NOT.
SP£C/FIC ATTENTION SHALL BE MADE IN AREAS v.1-1£RE THE PROPOSED
IMPROV£MENTS MEET £XISTING. CONTRACTOR SHALL NOTIFY THE: ENGINEER
OF WORK OF ANY DEVIATIONS PRIOR TO ORD£RING MATERIALS FOR THE
PROJECT, AND ALLOW SUFFICIENT TIME FOR R£V/SION TO THESE PLANS IF
AS-BUILT LOCATION OF EXISTING UTILITIES REQUIRE: CHANGES TO THE DESIGN.
7. CONTRACTOR SHALL TAK£ PR£CAUT/ONARY MEASURES TO PROTECT
EXISTING ABOVE GROUND AND UNDERGROUND IMPROVEMENTS SHOWN
HEREON AS WELL AS EXISTING UTILIT/£S NOT SHOWN H£R£0N. CONTRACTOR
SHALL REPAIR OR REPLACE: ITEMS REQUIRED TO REMAIN IN PLACE: 'Ml/CH ARE
DAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION
OF TH£ APPROPRIATE AGENCY.
8. M/£RE TRENCHES ARE ADJACENT TO FUTURE: BUILDING SITE:S, A LICENSED
SOILS ENGINEER SHALL BE RETAINED BY TH£ OWN£R TO CO/.IPLETE N£CESSARY
TEST/ NG TO Cf:RTI FY THAT TR£NCH BACKFILL WAS COMPACTED AS DI REC TED
IN TH£ PRELIMINARY SOILS REPORT.
9. THESE: PLANS SHOWN THE MINIMUM IMPROVEMENT REOUIR£D BY THE
APPROVING AUTHORITY I~ ORD£R TO OBTAIN PROJECT APPROVAL. FIELD
CONDITIONS MAY DICTATE ADDITIONAL IMPROV£M£NTS. THE COST OF ANY
ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY TH£ CONTRACTOR. ANY
ADDITIONAL TESTING BY THE 50/LS ENGINE£R OR OTHER PROFESSIONALS
SHALL 8£ COMPLETED AT THE CONTRACTOR £XPENSE.
LEGEND OF ABBREVIATIONS
BC BEGIN CURVE
ave BEGIN VERTICAL CURVE
8W BOTTOM OF WALL
CB CURB
CC CENTER OF CUL-DE-SAC
CDS CUL-DE-SAC STAnONING
CL CENTERLINE era CEMENT TREATED BASE
DWY DRIVEWAY
EC END CURVE
EOP EDGE OF PAVEMENT
£VC END VERnCAL CURVE
FL FLOW LINE
FS FINISHED SURFACE
GB GRADE BREAK
HP HIGH POINT
KNU KNUCKLE STATIONING
LT LEFT LP LOW POINT
MVC MODIFIED VERTICAL CURVE
N. T.S. NOT TO SCALE
PCR POINT CURB RETURN
PRC POINT OF REVERSE CURVE
RCP REINFORCED CONCRETE PIPE
RP RADIUS POINT
RT RIGHT
SD STORM DRAIN
ST. STREET re TOP OF CURB
TW TOP OF WALL
VP/ VERTICAL POINT OF INTERSECTION ,--
I
' \ ,.
' '
UPON COMPL£TION OF THE PROJECT, AND BECOME THE PROPERTY
OF THE ENGIN££R OF WORK.
IJ. RETAINING WALLS, IF SHOWN H£REON, ARE INCLUD£D AS SUPPL£MENTARY
INFORMATION. D£TA/LED PLANS, A S£PARAT£ P£RMIT AND INSP£CTION
IS REQUIRED FROM TH£ BUILDING DEPARTM£NT FOR ALL R£TAINING WALLS.
14. THE SOILS R£PORT AND ALL TH£ SUPPL£MENTS TH£REOF ARE INCORPORAT£D
INTO ANO MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM
WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REQU/R£MENTS
IN THE Rf PORT.
15. CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE: POINTS AND TEES
IN WAT£R SYSTEMS PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD.
16. CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATING ALL STREET LIGHT
CONDUIT RUNS, ACCESS POINTS, HAND HOLES AND S£RVICE POINTS PRIOR
TO EN£RGIZING THE SYST£M.
17. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRE:SENTATION OF TH£
CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE
CALCULATED HGL CAN BE FOUND IN TH£ APPROV£0 STORM DRAINAGE REPORT
ON FIL£ AT THE OFFICE OF THE CITY ENGIN££R. ENGINEER IS NOT
RESPONSIBLE: FOR USE OF TH£ HGL SHOWN H£REON, BY OTHERS, v.H£N MAKING
ADDITIONAL CONN£CTIONS OR REALIGNING THE SYST£M. CHANGES TD THE
SYSTEM, REQUIRE APPROVAL OF A REG/ST£RED ENGINEER RESPONSIBLE: FOR
THE REVISIONS.
ENGINEER'S STORM DRAIN NOTES
I .
2.
J.
STORM DRAIN PROFILES SHOW A GRAPHICAL REPRES£NTATION OF THE
CALCULATED HGL DURING THE DESIGN STORM. AS REQUIRED BY THE CITY. THE
CALCULAT£D HGL CAN 8£ FOUND IN THE APPROVfD STORM DRAINAGE R£PORT
ON FILE AT THE OFFICE: OF THE CITY £NGIN££R. £NGIN££R IS NOT
RESPONSIBLE FOR USf OF THE HGL SHOWN HEREON, BY OTHERS, v.H£N MAKING
ADDITIONAL CONN£CTIONS OR REALIGNING THE SYST£M. CHANGES TO THE
SYSTEM, REQUIRE APPROVAL OF A REGISTERED £NGIN£ER RESPONSIBLE FOR
THE REVISIONS.
STORM DRAIN PIP£S DESIGNATED AS HAVING THE: HGL AT OR ABOVE: TH£
PIPE SOFFIT SHALL BE CONSTRUCTED WITH WAT£R TIGHT JOINTS WITH
AMERON REINFORCE CONCRE:TE PIPE WITH R£/NFORC£0 THERMOSETTING
RESIN (RTR/ COUPLING OR EQUAL FOR THE ENTIRE REACH.
COUPLING SHALL MEET THE REQUIREMENTS OF ASTM C76, C36/, AND C443.
STORM DRAIN PIP£S wIm VELOCIT/£S EXCEEDING 20 FEET PER SECOND
SHALL HAVE: A MINIJ.M./ COVER OF 1-112 INCH OVER TH£ INVERT 1/EINFORCING STEEL.
THE CONCRETE OESIGN STRENGTH IN THESE REACHES SHALL BE le = 5,000 PSI.
FOR VELOCITIES £XCEEDING JO FEET PER S£COND, USE le= 6,000 PSI.
Cl1Y OF ENCINITAS
VICINITY MAP
NOT TO SCALE
'
owNE.1Qll1P 1:N~
9. STORMWATER MANAG£MENT Pl.AN FOR CT 02-07 PR£P. £0 BY HUNSAK£R
DATED MARCH 16, 2005.
DESCRIPTION
PROJ£CT BOUNDARY
RIGHT OF WAY LINE
PROP£RTY LIN£
EAS£M£NT LINE
AC. PAVING/BAS£
STR£ET C£NTERL/NE MONUM£NT
6" TYPE: G CURB & GUTT£R
D. DWG
••M-10
••G-2
CONCR£T£ SIDEWALK **G-7, **G-9. *~-O
DRIVEWAY
PUBLIC STR£ET UGHT 9,500 LUM (HPSV)
(MFCTR. AMERON, MODEL 581-24(201))
EXISTING STORM DRAIN
PROPOS£D 1 a• STORM DRAIN
PROPOS£D 24 • STORM DRAIN
PROPOS£D CURB INLET TYPE: "8-1 "
PROPOS£D SEWER MAIN(SDR J5)
PROPOS£D SEW£R ACCESSHOL£
EXISTING SEW£R
EX/Sn NG WATER LINE
PROPOS£D WATER MAIN 8' PVC CL-150
"*G-14
***D-2
•s-5
•s-1A, •s-1, •s 4
PROPOS£D R£CLAIM£D WATER MAIN 8' PVC CL-150
PROP0S£0 WATER MAIN a• CML&C WELD£D STEEL
FIRE HYDRANT ASS£MBLY WITH MARKER •w-12
END CAP ASS£MBLY
THRUST BLOCKS
2• BLOW OFF ASS£MBLY
2• MANUAL AIR RELEASE ASS£MBLY
2• AIR-VACUUM VALVE
12' x 8' R£DUCER
CONCRETE ANCHOR BLOCK
Fl x PJ ADAPTOR
4• SEWER LATERAL W/TRAFFIC UD
1 • WATER $£RV/Cf
12· WHITE LIMIT LINE, "STOP' PAVEM£NT
L£G£ND (TH£RMOPLASTIC)
STR£ET SIGN (TYPE PER PLAN)
REMOVE EXISTING BARR/CAD£
2• AIR-VACUUM VALVE
•W-15, *W-1
*W-6
•w-6
•w-7
*W-J4
•W-J4
•s-7
•w-J
SDM-102
M-9
SYMBOL --------
J I K
--s·-------
-w---
-RW----
--w---
~ FH
-----:3 ... _80.
_MAR~-
_AVA --_ --•-
-1--
-IE--
-------®
------®
§lJi'i!'®'"'l'illiill
_AVA --__
QUANTITY
28,129 S.F.
6 £.A.
1,51J L.F.
6,530 S.F.
2,450 $.F.
J £A
36 L.F.
84 L.F.
2 EA
762 LF.
5 £A
760 LF.
719 LF.
91 LF.
2 EA
2 £A
6 EA
2 EA
1 E.A.
2 E.A.
1 £A
4 EA
4 EA
14 EA
14 £A
1 EA
1 EA
60 L.F.
2 E.A.
;J<i',;,--.,,_..,.,(P/iWA:-ITEITTNil~IWNflf/1,~"1;--~'IID.~ __ ........_ --11-...----.-,~ ~~~
z.• I1"-fZ.IC.A-T!oW !-1e.TE,ie.. ·--I . 1 <:'A,
;,cc":iitTY~OoiFc'cCA~R~LSSBBA~'CliJ:;:WD~S;:,;T,;.""AN:-;DA;;-:;R::;_D;';;DRA=~:;;W;';:G~-'..._J... __ _........_ .,..._.....~
" SAN DIEGO REGIONAL STANDARD DRAWING ENGINEER OF WORK
"' AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS '
-~~a,Lk'/J., d--R ONO L, MARTIN
R.C.E. NO. 46670 EXP. 6/30/06
CARLSBAD FIRE DEPARTMENT "AS BUILT"
REQUIREMENTS:
NUM8ER OF F.H. 's_L F.F1.0W ~ G.P.M. OUT OF ...L ' ' CARLSBAD MUNICIPAL WATER DISTRICT
/4-<~~i«~ ,V7/ .. ~ ,.-#lWILIJAII Pl. 7i4TE
DISTRICT ENGINEER R.C.£ 28176 EXP. OJ/Jl/06
BL~-'INKLm? Yfs_ Na..'!,_ F.f1.0W __ G.P.M. _ -"1.;:r,_ ii 1-i!fa~
'RE !MR ~~ I TE
.'S ~,J~~
RcV:H¾ 7o EXP. <,, /30/12
_7/2 7(/ I ~
FIRE HYDRANT LAYOUT PLAN
SCALE 1 • =3001
BENCH MARK
DESCRIPnON: CLSB 1J8 P£R ROS 17271
LOCAnON:
~ff0f~~DDrlt1JJA'Jt?Jfcl°&x INLET.
ON SOUTH SIDE OF PALOMAR AIRPORT
ROAD 61 FT. WEST OF THE BEGINNING
OF THE BRIDGE: OVE:R INTERSTATE 5.
RECORD FROM: NORTH COUNTY CONTROL DATA
ELEVATION: 74.15 NGVD 1929
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER 8£
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT /.0. NUMBER CALL
UNDERGROUND SERVICE ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DA\'S BEFORE YOU DIG
l----+---+-------------+------t---+---+-------1 ,S_H;_,_T....J L..c_1_T_Y=O=F=C~A=R~L=S=B~A_D---" I SH;ETs I _ ENGINEERING DEPARTMENT
IMPR V£MENT AND UTILITY Pl.ANS FOR:
EMERALD POINTE ESTATES
APPR vrn: ct.411-l ~ d /
i-,.:l~-1,~1/~jl?~l~Nl~~~/l~S~-~8~/l~~~l~T~~~~~~===t~~~~j!)~~~~ ~ 7/.:;t:. l!-o/A; d'1 f'U.-M R-E:.vrD e. O!<l-...,e \..IA' <>HT. 'O W L':°:::==t~~~~~~~~~~~=-='-=-~=-=-=-=-~=-=°'.='!__"°:=_~'.=o1~~=•==0A:::T=:E Ob/t.J. != l"L.-1 I ~1,:,e. ~ eci Al>-\eP >J.b<e,e.L-Jue. <>-11-e:, W ~ ~
DATE INITIAL
ENGINEER OF WOR
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN Y:_=--
CHKD·BY: • '' •
RVWD BY:
R,\0608\&Eng \IMproveMents\0608;oOl.ciwg[ 1290JAug-!6-2 os,12,38
PROJECT NO.
CT02-07
DRAWING NO.
430-5
W.O. Nn. 2339-18
BIN:
I
\ •. ,' ' -• > • II
032}0_6 ~
1'12607
)
SIGNING AND STRIPING NOTES
J - -1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA170N OF ALL SIGNING ANO STRIPING. --2. ALL SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL HIGHWAY AOMINISTRA TION
(FIIWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEi/iCES (MUTCO) 200J EDITION AS AMENDED BY THE MUTCO 200J
CALIFORNIA SUPPLEMENT, THE CALTRANS STANDARD SPECIFICATIONS (2002 OR LATEST VERSION THEREOF), THESE
PLANS ANO THE SPECIAL PROVISIONS.
J. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLA170N.
4. ANY OEWA170N FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
S. ALL STRIPING SHALL BE REFI.EC17VE PER CALTRANS SPECIFICA170NS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING.
6. ALL SJGNAGE SHALL BE REFI.ECTIVE PER CALTRANS SPECIF/CA170NS ANO SHALL USE ENCAPSULATED LENS
RffiEC17VE SHEETING (HIGH INTENSITY OR EQUAL).
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING ANO MARKINGS WITHIN A 500'
PERIMETER OF THE CONSTRUCT70N PROJECT WILL BE RESTORED TO A "LIKE NEW" CONOlnON, IN A MANNER MEETING
THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCA170N OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE PRIOR TO INSTALLA 170N.
9. CONTRACTOR SHALL REMOVE ALL CONFI.IC17NG PAIN TEO LINES, MARKINGS ANO PAVEMENT LEGENDS BY GR/NO/NG.
DEBRIS SHALL BE PROMPTLY REMOVED BE THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS.
11. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVf: 10' INS/OE DIMENSION
UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVf:MENT LEGENDS SHALL BE
THERMOPLAS17C UNLESS OTHERWISE SPECIFIED.
1J. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE MUTCO 200J E01170N AS AMENDED BY THE 200J
CALIFORNIA SUPPLEMENTAL ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19.
14. ALL MEO/AN NOSES ANO Fl.ARES SHALL BE PAINTED YELLOW.
IS. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCO 200J EDITION AS AMENDED BY THE 200J
CALIFORNIA SUPPLEMENT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREil/Q\WAY B4SE PER SAN DIEGO REGIONAL
STANDARD DRAWING M-45.
17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSB4D APPROVED
MOUN17NG BRACKET WITH STRAPS.
18. EXISTING SIGNS REMOVf:O BY THE CQNTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF
CARLSB40 PUBLIC WORKS YARD AT 405 QAJ( AVENUE.
I
'
\
\
16
......
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED ANO INSTALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXIS17NG TO BE RELOCATED OR TO REMAIN.
0 100 200 300 ......
SEWER NOTES:
1. ALL SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH 11-IE "CITY OF CARLSBAD ENGINEERING STANDARDS
VOLUME: 1, CHAPTER 6 -DESIGN CRITERIA FOR GRAVITY SEWER LINES
AND APPURTENANCES" AND 'VOLUME J -STANDARD DRAWINGS AND
NOTES" DA TED JUNE JO, 2004.
2. 11-IE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE
ONISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND
SHALL ADHERE TO ALL PROVISIONS OF 11-IE STATE CONSTRUCTION
SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM,
A PERMIT SHALL BE OBTAINED FROM 11-IE DISTRICT. IT MUST BE
SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND
SUPERINTENDENT.
4. BEFORE CONSTRUC170N BEGINS IN ANY PUBLIC RIGHT OF WAY, A
CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED.
5. 11-IE CONTRACTOR SHALL NOTIFY 11-IE CITY OF CARLSBAD
ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
CONSTRUC170N (TELEPHONE: [760]-4J8-JB91).
WATER NOTES
1. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE W/11-1 11-IE CITY OF CARLSB40 SYSTEM DESIGN GU/OE,
SPEC/FICA170NS ANO STANDARD DRAWINGS, LATEST EDl170N.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA170N PERMIT FROM THE
ONISION OF INDUSTRIAL SAFETY ANO PROV/OE PROOF OF OSHA N017F/CATION
BEFORE ANY EXCAVA170N ANO SHALL ADHERE TO ALL PROVISIONS OF THE
STA TE CONSTRUCT/ON SAFETY ORDERS.
J. BEFORE ANY CONNEC170N OR SHUT DOWN OF VALVES ON EXISTING
C.M.W.O, LINES. A PERMIT SHALL 8£ OBTAINED FROM 11-1£ C.M.W.D. OFF1C£
ANO MUST 8£ SIGNED ANO APPROVED BY THE CITY OF CARLSB40'S DEPUTY
CITY ENGINEER ANO THE UTILITY OPERA170NS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUC170N CONFERENCE MEETING SHALL BE HELO A MINIMUM
OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS, CONTACT 11-1£ CITY OF
CARLSBAD ENGINEER/NG INSPECTION DEPARTMENT -filEPHONE NUMBER
(760) 4J8-J891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSB40 ENGINEERING
INSPEC170N DEPARTMENT 48 HOURS PRIOR TO STAR17NG WORK SO THAT
INSPEC170N MAY 8£ PROVIDED -TELEPHONE NUMBER (760) 4J8-J891.
5. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN THE WATER LINE
EASEMENT. ALL EXISTING TREES ANO STRUCTURES SHALL 8£ REMOVED PRIOR
TO COMMENCEMENT OF WORK -ANY EXCEP170NS SHALL REQUIRE WRITTEN
PERMISSION FROM 11-IE CITY OF CARLSBAD DEPUTY ENGINEER.
7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED
BY MEANS OF CATHODIC PROTEC170N. IF OEVnOPER/OWNER CONDUCTS A
SOILS TEST REPORT ANO DEMONSTRATES THAT PROTEC170N CAN BE
PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER WILL CONSIDER AN
ALTERNATE FORM OF PROTECTION.
8. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MA TER/ALS
OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVf: ANO
BUILDING SHALL 8£ DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL.
9. ALL RECLA/MEO WATER MAINS ANO APPURTENANCES SHALL BE
CONSTRUCTED IN ACCORDANCE WITH TH£ "CARLSB40 RECLAMA170N RULES
ANO REGULA170N FOR THE CONSTRUCTION OF RECLA/MEO WATER MAINS -
CARLSB40 MUNICIPAL WATER DISTRICT.• OCTOBER 199J OR AS AMENDED.
10. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE 1 • ANO
ALL METERS SHALL BE S/8" (UNLESS OTHERWISE NOTED ON PLANS).
11. ALL WATER METER BOXES SHALL 8£ 17" X JO" X 12• POLYMER
CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL.
12. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER
SERVICES SHALL 8£ IO FEET.
I J. TH£ TOP OF WATER METER BOXES SHALL 8£ Fl.USH WITH THE FINISHED
SURFACE GRADE.
14. CONSTRUC170N OF WATER MAINS ANO RECYCLED WATER MAINS SHALL
ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS ANO
SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT
OF HEA~ TH SERVICES.
CMWD CONSTRUCTION NOTES
I. ALL POTABLE WATER SERVICES SHALL BE I• ANO ALL POTABLE WATER
METERS SHALL BE S/8" (UNLESS OTHERWISE NOTED ON PLANS).
2. ALL WATER METER BOXES SHALL BE 17"xJO"x12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER
SERVICES SHALL BE S FEET.
4. THE TOP OF WATER METER BOXES SHALL BE Fl.USH WITH THE FINISHED
SURFACE GRADE.
RECLAIMED WATER NOTES
SCALE 1"=100'
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER
DISTRICT'S "CARLSB40 RECLAMA170N RULES ANO REGULA170NS FOR CONSTRUCTION OF
RECLAIMED WATER MAINS" DATED JUNE, 2004.
2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC.,
SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER.
J. NO PONO/NG, RUN-OFF OR OVf:R-SPRAY IS PERMITTED.
4. HOSE BIBS ARE STRICTLY PROHIBITED.
S. ON-SITE CROSS-CONNEC170NS BETWEEN RECLA/MEO WATER LINES ANO POTABLE WATER
LINES IS STRICTLY PROHIBITED.
6. NO SUBS17TUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF
THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
7. ALL ON-SITE PIPES SHALL HAVf: WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES ANO REGULA170NS.
'8. THE /RR/GA 170N SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P. M. ANO 5:00
A.M. THE FOLLOWING MORNING (SPOT IRRIGA170N COULD BE DONE AT A DIFFERENT TIME)
WITH QUALIFIED SUPERVISION PERSONNEL ON SITE.
9. PROV/OE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANO
PIPING.
10. PRNATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLA/MEO WATER,
WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICA170N, THROUGH IRRIGA170N OR
OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION
PRAC17CE OR SYSTEM OPERA170N, IS STRICTLY PROHIBITED.
11. CONTRACTOR SHALL ADJUST HEADS TO PREVf:NT OVER-SPRAYING ON ALL SIDEWALKS,
STREET, ANO PRIVATE LOTS.
12. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD
MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS.
1 J. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
14. ALL /RR/GA 170N PIP!:: SHALL BE STENCILED, COLOR-COOED (PURPLE) ANO LAID WITH
WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANO
REGULATIONS.
15. ALL POTABLJ:: WATER ANO RECLA/MEO WATER PIPING SHALL BE INSTALLED WITH THE
STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH.
15. WHEN POTABLE WATER LINE ANO RECLA/MEO WATER LINE CROSS, THE RECLA/MEO
LINE SHALL BE INSTALLED WITHIN A PROTEC17VE SLEEVE. THE SLEEVJ:: SHALL EXTEND 10
FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20
FT.
17. A 10 FOOT HORIZONTAL SEPARA170N BETWEEN POTABLE WATER ANO RECLA/MEO
WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE
INSTALLED ABOVf: THE RECLA/MEO LINE.
18. A MINIMUM OF 12 INCHES OF Vf:R17CAL SEPARA 170N BETWEEN U17LIT7ES MUST BE
MAINTAINED AT ALL TIMES.
•19. OEVnOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST ANO
COVERAGE TEST AS DIRECTED BY THE CARLSB40 MUNICIPAL WATER DISTRICT ENGINEER
OR 11-1£ SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF
RECLAIMED WATER.
20. QUICK COUPLING VALVES USED IN RECLA/MEO WATER SYSTEMS SHALL CONFORM TO
THE FOLLOWING:
A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON /7545, WITH
BRASS CONSTRUC170N ANO A NORMAL WORKING PRESSURE OF 150 PSI OR RAINBIRO
/44 NP.
8. IN ORDER TO PREVf:NT UNAUTHORIZED USE, THE VALVf: SHALL BE OPERATED
ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING
THE VALVE.
C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVES.
IT SHALL BE PURPLE RUBBER OR VINYL.
0. LOCKING COVERS ARE REQUIRED.
2 I. AN ANNUAL CROSS CONNECT/ON INSPEC170N WILL BE DONE BY EITHER CARLSBAD
MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES.
COPIES OF INSPEC170N REPORTS WILL BE FORWARDED TO TH£ NON-INSPECTING PARTY.
•22. OEVnOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE
PLANS.
•2J. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INOIVIOUAL
SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC
CONCEPTS OF BACKFI.OW/CROSS-CONNECT/ON PROTEC170N, ANO THE SPECIFIC
REQUIREMENTS OF A RECLA/MEO WATER SYSTEM. COPIES OF THE DESIGNATION, WITH
CONTACT PHONE NUMBJ::RS SHALL BE PROV/01::0 TO THE SAN DIEGO COUNTY DEPARTMENT
OF HEALTH SERVICES ANO CARLSBAD MUNICIPAL WATER DISTRICT.
IN CASE OF EMERGENCY CONTACT KLAUS MENDENHALL AT (519) 957-0567
OR AFTER HOURS CONTACT KLAUS MENDENHALL AT (760) 918-5797
24. SHOW ALL PUBLIC .t PRNATE POTABLE WATER MAINS ON IMPROVf:MENT PLANS.
•ITEM NOS. 8, 19, &-2J SHALL BE REQUIRED JUST PRIOR TO THE ACTLIAL USE OF
RECLA/MEO WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BJ:: PART OF THIS 1.P. BUT
THE ACTLIAL SIGNS &-TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R. C.
WATER.
5/GNAGE NOTES
THE FOLLOWING GUIDELINES FOR 11-11:: US!:: OF RECLA/MEO WATER ARI:: TO BE
PERMANENTLY POSTED INS/OE 11-IE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY
VISIBLE. PLACE ON 8. 5 • X 1 1 • SIZED SIGN.
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
I. GU/QEltNES FOR RfCl,AIMED WATER USE
A. IRRIGATE BETWEEN THE HOURS OF 10:00 PM ANO 6:00 AM ONLY. WATERING
OUTS/OE THIS 17ME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY
PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY 17M£ BE LEFT UNATTENDED OUR/NG US!::
OUTS/OE THE NORMAL SCHEDUL£
8. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONO/NG.
THE APPLICA170N RATE SHALL NOT EXCEED THE INFILTRA170N RATE OF THE SOIL. TIMERS
MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRA170N RATE
PRESENT. THIS PROCEDURE MAY BJ:: FACILITATED BY THE EfflCIENT SCHEDULING OF THE
AUTOMA17C CONTROL CLOCKS (/.£., EMPLOYING THE REPEAT FUNC170N TO BREAK UP THE
TOTAL IRRIGA170N 17ME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION).
C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE
CONTROL OF THE CUSTOMER. FOR EXAMPLE POOL DECKS, PRNATE PA170S AND LOTS,
ANO STREETS ANO SIDEWALKS.
0. MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL
FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVJ::S, ETC., SHOULD 8£
REPAIRED AS SOON AS THEY BECOME APPARENT.
E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE
ANO ALL MAINENANCE PJ::RSONNEL ON A CON17NUOUS BASIS, REGARDING THE PRESENCE
OF RECLA/MEO WATER. MAINTENANCE PE;RSONNEL MUST BE INFORMED THAT WATER IS FOR
IRRIGA170N PURPOSES ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HANO ANO
TOOL WASHING, ETC.
F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MOOIFICA170NS TO
ANY PRNATE ON-SITE FACILITES. SUCH CHANGES MUST BE SUBMITTED TO, ANO
APPROVf:D BY, THE DISTRICT ENGINEERING OfflCE ANO DESIGNED IN ACCORDANCE WITH
DISTRICT STANDARDS.
1. ALL RECLA/MEO WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH
IOENTIFICAT70N TAGS.
A. TAGS SHALL 8£ WEATHERPROOF PLASTIC, J" X 4: PURPLE IN COLOR,
WITH THE WORDS "WARNING RECU,IMEQ WATER DO NOT DRINK" IMPRINTED ON ONE SIDE,
ANO "AV/SO-AGUA IMPURA NO [OMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING
SHALL BE PERMANENT ANO BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T.
CHRISTY £NTERPRISES OR APPROVED EQUAL.
8. ONE TAG SHALL BE ATTACHED TO EACH VALVf: AS FOLLOWS:
I. ATTACH TO VAL VE STEW OIRECTL Y OR WITH PLASTIC TIE -
WRAP Q.8.
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLAS17C TIE-
WRAP Q.8.
J. ATTACH TO VALVE COVER WITH EXISTING VALVf: COVf:R BOLT.
W'LY & N'L Y
R/.W
TYPICAL STRffT UGHT
56'
E'LY & S'LY
R W
GENERAL u nu TY
EASEMENT 2B' 2B' GENERAL unLITY
EASEMENT
PROJ<CT 80UNDAR'(
2
SEWER
1
KEY MAP
LATERAL TABLE
10' 18' 18' 10·
0.5' I I 0.5'
5' 4.5' 4.5' 5'
TYPICAL DRY unuTY
BOXES, VAULTS, ACCESS
HANDHOL£, £TC.
A.G. PAVEMENT ANO BASE (TYPICAL)
2' TYPICAL
FIR£ HYDRANT
2JC
TYP G CON REI[ CURB
NO GUT7fR
(TYPICAL)
2'
*\ , .·.,. "' :ct ~~
~-.=-11u-1111..::::1tt:=i • "t.....,~ '-r
"' irt'\ • CONCREI[ 9)18 WATER MAIN WALK (TYPICAL)
,B" SEWER MAIN
11'
NOl[S:
1. unUTY LOCA noNS ARE TYPICAL
UNLESS OTHERWISE SHOl/,1'/ ON PLAN.
'f"/1.t../"" ct. a a/lse
SAPPHIR DRIVE
PROJECT BOUNDARY
RIGHT OF WAY
SHEET NO.
FIRE HYDRANT
PRIVATE STREET LIGHT
STORM DRAIN
RECLA/MEO WATER LINE
WATER LINE
SEWER LINE
CL
NTS
L GENO
------
t>O<I
Q---o
-RW-
-W-
LENGTH OF LATERAL
PL
STREET STREET LATERAL DEPTH LENGTH DROP LAT. TC STATION INVERT STATION ELEV. BEWW OF
WT NO. OF OF AT PL LATERAL AT MAIN F'S TO IE LATERAL LATERAL PL
AT MAIN IE AT PL IE
1 15+68.19 2JJ.76 15+68.19 234.54 5.61
2 14+68.61 235.76 14+68.61 237.18 5.61
3 13+74.80 237.65 51+45.00 KNU 239.67 5.77
4 13+33.89 238.47 50+92.83 KNU 240.74 5.36
5 12+79.09 239.22 50+23.81 KNU 241.31 5.48
6 11+94.68 240.07 11+94.68 242.07 5.61
7 11+20.27 240.82 50+00.81 CDS 242.82 5.61
8 10+18.40 242.40 50+99.79 CDS 244.06 5.36
9 09+92.26 242.78 51+51.J0 CDS 244.57 5.36
10 09+87.63 242.84 52+05. 17 CDS 245.07 5.36
11 10+05.58 242.58 52+47.57 CDS 244.07 6.05
12 10+82.89 241.46 10+79.95 242.25 6.59
13 11+82.69 240.19 11+82.69 241.19 6.61
14 12+74.09 239.27 12+74.09 240.28 6.61
2. ALL SPRINKLER HEADS SHALL BE IOENTIFIEO AS RECLAIMED WATER
SPRINKLER HEADS.
G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE
IDENTIFIED WITH A SIGN BEARING THE WORDS "RECV.IMEQ WA1ER USED FOR IRRIGATION"
IN ENGLISH ANO SPANISH, WITH BLACK LETTERS I • HIGH ON A PURPLE BACKGROUND.
THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS
PERSONNEL UTILIZING THE EQUIPMENT.
.:i-11 RL..vt l<'. t.T
DATE INITIAL
28.00
28.00
32.34
41.95
31.88
28.00
28.00
47.86
44.68
38.21
49.41
29.64
28.00
28.00
ENGINEER or WOR REVISION DESCRIPTION
TO
MAIN
0.22
0.86
1.37
1.43
1.45
1.44
1.44
0.70
0.89
1.47
0.50
0.20
0.44
0.45
DATE
SWPE
¾
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
DEPTH BELOW PL
'ji----''--DI OP TO MAIN
HUNSAKER
&ASSOCIA ES
SAN DIECO, INC
ENGINEER OF WORK
Q wJ:t~~ Mhk ~~-L.-M~A-RT~IN~-~----DATE
R.C.E. NO, 48670 EXP. 6/30/06
PlANNINC 10179 Huemekem Street ~id.eL. 1!2.i/11 ENCINEERINC San Diego, Ca 92121
SURVEYING PH(656)558-4500· FX(656)SSII-14 NSPECTOR DATE
S EET
2 I SH~ETS I
~------------~
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IM ROVE'ME'NT AND UT/Lin' Pl.ANS FOR:
EMERALD POINTE ESTATES
INITIAL DATE INITIAL DW BY: -..-.--
CH D BY: .lf-'. DRAWING NO.
430-5
OTHER APPROVAL CITY APPROVAL RV D BY: Jl_Q •
PROJECT NO.
CT02-07
R: \0608\&Eng\lmprovements\0608ia02.dwg[ 1290]A g-16-2005: 12: 38 W.O. No. 2JJ9-18
BIN :
)
032106
)
-----------------------------<--
- -. --
TC = CL + .04'
UNLESS OTHERWISE
SHOWN
--------------- --r
-
-------------
-r
----------•--,=--1-----l-~------T--ft-+--+-
-~ : : -j -- ' -
:·: ---.. ·:::_: -
--------
- - -----------------------------------------
------~:~1 i: ~~-'>-W::fficce-!
-------
---------------··-------
---------------7ET~"'T'Ts~~'=t"ti~t --t====· ... :::::: .. ::\J
---------------------' ------- -------------,---
. --------------- ------------------------------------------------------
-----------------:;-J; ~ ------_::::_:: :: ·---··--·--·--... ;·..,;.. 1<::·;_;i·
' ---r·--•i
-+-~-+--+' t
• •
Ff=•-------,-ll--■----•-••••1-~•••• flllrl--~ ______ _ _ ._-_ -
----r -
........... ... -...................... ---------------------. : >: ::: :·· --:: '~ :::: -4_() ·•-··· ----·-...... ···--· 11<1~ ------------------------·-------- -------------------------------,..,,,-,,:rt-t ---
- -------- - - - -
11c...c=, : f Ill ,
-___ -__ · ____________ , 'J-•·~·-··-;: :
---------· ·----1 -•------< ---·-----·tc.• •ic,.-l
'
---------+--
----------+=--=
------------------ ------- -------------, ---------' - -
'
- -----------------·------------------------
----··1··-- -__ -----------_:: __ : _______ -=== -r=::::_:_:r:=~---
______ -------------------,-------~C-+-======== === ' ---.~/;l.J~~~=J_~;.!.{Jl4!~:j:::!~cµ.~~~
---------------------------~:-:~::-:·_ .::-::-::: -,-+ --+ .......... -----·. : T ---- - ---
cccc ~··r
·=:..:··:..:.:_·· -
+-'-+'--~ ~-'-F=c+-=c=o=i=-=-'-F-_-+ __ -I -:.=_•• •i
-----------
-~-+---+~~•-1--------
+-------+-=--·~·····+· ...:428
PROFILE SCALES
HORIZ. : 1 "=40'
---f't ----~: ______ ~-
: :::::::: ::: ::: ·-1··:···. --······ ------------------------ ------'
VERT. : 1 "=81
CENTERLINE DATA 10+00 11+00 12+00 14+00 ui~OI
~~-\o z "'
16+00 17+00 17+17.66
BE:ARING/DEJ.TA RADIUS LE:NGTH RE:IMRKS
1 N 56'25'00• W J29.28'
_ 2 N 72'SJ'40• E 1J6.02'
200.00' 151.66'
4 N 6J'J9'Jt• W 49.96'
5 N 65'14'00• W 72.77'
CURB DATA
□ BE:ARING/DEJ.TA RADIUS LE:NGTH RE:IMRKS
1 N 70'44'08" W J2.47' 6" TYPE G CJtG
2 T04'J7" 100.00· l2.J5' 6" TYPE G CJtG
3 N 6J'J9'JI • W J7.58' 6" TYPE G CJtG
4 4J'26'49" 218.00' l65.J1' 6" TYPE G CJtG
5 N 72'5J'40" E 108.55' 6" TYPE G CJtG
40.00' J5.J9' 6" TYPE G CJtG
JOI.Bl' 6" TYPE G CJtG
6 50'41 °20" ~----+----'-'=-1-----==c-+-__c 7 N 56'25'00" W
a 20/1''1 '2 r 40.00' 145.81' 6• TYPE G CJtG
9 N 85'16'27" W 5(),00' 6" TYPE G CJtG
1 O 28'5 I °27" 120.00· 60.44' 6" TYPE G CJtG
11 N 56'25'00" W IJB.76' 6" TYPE G CJtG
12 2T57'10" 60.00' 29.27' 6" TYPE G CJtG
13 106'J5'4I • 60.00' II l.6J' 6• TYPE G CJtG
14 2T57'10" 60.00' 29.27' 6" _TYPE G CJtG
15 N 72'5J'40" E 66.51' 6" TYPE G CJtG
15 4J'26'49• 182.00' IJB.0I' 6" TYPE G CJtG
17 N 6J'J9'JI • W 49.96' 6" TYPE G CJtG
WATER DATA
B£ARING/DELTA RADIUS LENGTH REMARKS
1 N 78'26'4.J" W 20.00' B"Pl-t'
2 22"0J',/.J· 289.00' II 1.28' a· Pve•
3 N 56'25'00" W 216.69' 8" Pl-t'
4 N 8I'47'0J" W 9.12' a· =
5 N 72' •40• E IJ6.18' a· Pl-t'
6 JT55'J9• 189.00' 125. II' s· PvC••
7 5"J1',r• 189.00' 18.21' 8" CML.!tC"
8 N 6J'J9'JI" W JO.JJ' a• CMl.JtC
9 N 6J'J9'JI" W l9.6J' 8" f'\,t'
10 N 65'14'00• W 72.77' 8" Pl-t'
• NO DEFL[CTIONS AT BELLS, FITTINGS OR LONGIIUDINAL BENDING OF THE: PIPE:
WILL BE: ALLOWE:D. THE USE: OF DE:Ft£CTION COUPLJNGS SHALL BE RE:QUIRE:D.
•• USE 10' LE:NGTHS IN ACCORDANCE TO CITY OF CARLSBAD ENGINE:[RING
STANDARDS -VOLUME: If, CHAPTER 6, DIVISION 15, SE:CnON 15064,
PART 3./5
C N
D J9"0J'49• 211. • •
E 4'2J'IX)· 211.00· 16.14 8" CML.JtC•
F N 6J',$9'JI • W 25.97' a• CML.JtC
G N 6J'J9'JI • W 0.75' 8" =
H N 65"J9'JI • W 57.JI' a· =
N 6J'J9'JI • W 18.50' 8" Pl-t'
• NO DEFL[CTIONS AT BELLS, FlmNGS OR LONGIIUDINAL 13E:NDING OF TH[ PIP[
WILL BE ALLOWE:D. THE: USE OF DE:FtECTION COUPLJNGS SHALL BE: REQUIRED.
a• STEEL CML&C PER W-J4 -------~ 41.27 LF, 10 G-1, STEEL
-----
.08
11 If. 12
~ ~ ~ ~~ I ;,; ~ ~"' <o i-.,;
-~~ -<:> 0, ~ § --i-"< tJ ~d I "' &
10
s
9
SEWER DATA
0 BEARING/DELTA RADIUS LENGTH
1 N 78'28'4J" W 20.09'
2 22'0J',/.J" J00.00' 115.52' 8" f'\,t' C)
J N 56'25'00" W 216.52' 8" Pl-t' I
4 N 72'5J'40" E IJ6.02' 8" Pl-t' 2
5 42'26'40" 200.00' 148.16' 8" f'\,t' J
6 1·00·10• 200.00' J.50' 8" f'\,t' 4
7 N 6J'J9'Jt• W 49.96' 8" Pl-t'
8 N 65'14'00• W 72.77' 8" Pl-t'
...
~ 13
~~ ~ 0,
t::! &'l <o i-i-IC)~ --i---::: tJ
...
s
"' ~ ~ " II lg \i)
" '-'u Ill ll -g
t -g ;:• i-" ::: ~ ~ _,_,
-u
If. 6
EXISTING STREET LIGHT TO BE REMOVED
DEDICAnDN PER w.f>
• 1342.b
EXISnNG ROW PER MAP IJ428
VACATED PER RE.5 / Z.005'•,2;,
Q,4TE ll•&·OS:
EXISTING CURB/GUTTER & SIDEWALK
TO BE REMOVED
EXISnNG FIRE HYDRANT TO BE REMOVED
14 ..,
&l &l
;t~ ~ '
" <I. ~ 0, 0, -.... "' ~ ~1 t\j C) C) CQ ... -.;
i-§ ~ c::, ,. It ..: " t\i ~ {) (\j . (0 C) "' "' -~<Qi-i-i-i-i--t\j C'\I to') ., -+ ----Iii~ tJ
I I ::, ::, ~ ::,
~ ~~ ~
" g -" "" "' ~ <o g .; gj -"' .,.., ~ i-i-~~ -u -ll) :g
If.
5
l6+18.J2=
J0+00.00 so
TYPE 8-1 INLET
L=10'
3
SAPPHIRE DRf'tE '
STORM DRAIN DATA
4
BEARING/DELTA RADIUS LENGTH REMARKS
N 26'20'29" E J6.50' 24" RCP 2000-D•
10'14'4.J· 45.00' 8.05' 24 • RCP 1J50-0•A 2. lC=B.04' 0 N 1'09'18• [
28'l1'5J' 45.00' 22.15' 24 • RCP I J50-D•A J. lC=2l.92' 0 N 24'26'01• W
N J9'16'00" W J6.00' 18" RCP 1J50-D,. A 4' S[CTIONS BEVELED ONE E:ND
• WATERTIGHT JOINTS ALONG ENTIRE PIPE REACH
•• SE:£ PROFILE: FOR LOCAnON OF WATERTIGHT JOINTS
~
~ .
•
1 15+99.06
CONG. ANCHOR 2 BLOC!(. PER r-34 t; :.i~•. 8o!f ~5•
l6+95.10
END SURFACE IMPROVEMENTS
MATCH EXISTING CURB .t GUTTER
PER DWG,:,_='---"'--~
REMOVE 90" ELI. , & TB
CONSTRUCT 12• Fl!; TE£ & TB
1 EA~B • fi.GXPJ GV
2 EA~1~ FLGXPJ r ~ ~::'.~ • '#JR
1 EA~ 12·xa· REDU ER
CL INT ! ~+i~.55'7cOBBL TONE DRIVE
7+62.51
CONNECT TO EXIS G SEWER AH
~ fiti i~-!i~ORE DRILL &
CONTRACTOR TO FIELD VER/Ff
EXISTING UNDERGROUND unL/7Y
LOCATIONS AND ELE:vAnDNS.
EXISTING 3• Pl'!;' WATER PER DWG J.f.5-9 _ _..-u~...-SHOULD BE REMOVED TO THE FIRST JOINT BEYOND
THE G-ITE VALVE AND THEN CAPPED/PROTECTED
l7+J6.07
C!JNNE:CT TO EXIS ,~NG
8 P\-c WATER PEH
DWG J45-9
16+63.29
J0+94.01 so
D-J4 HEADWALL
SAN DIECO. INC
PUiNNINC 10179 Huennekens Street
ENGINEERING San !Yiego, Ca 92121
SUlVEYING PH(858)SSB-4500· FX(858)
l6+23.06=
J0+5J.05 so
CDS UNIT
MODEL PMSU 20_ I 5
0 40
SCALE 1"=40'
80 120
ENGINEER OF WORK
2 --J ~~ 16/Jz/4 r'
R~MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/06
-,/z.i/11 -·· DATE
l---+---+------------+---+---+--+----1 Ll-s-H;_ET~ _c_1_r_Y_O_F_C_A~R~L_S_B-'-'-A_D~ I SH~ETS I _ ENGINEERING DE?ARTl.tENT
;'?S-BUILT
10.'4 c,1 Ru-I
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
MPROVEMENT AND UTIU1Y PLANS FOR:
EMERALD POINTE ESTATE'l
DATE
OTHlR APPROVAL CITY APPROVAL
WN BY: ___ _
HKD BY: .JtA
VWO BY: ,\1B
R: \0608\i<Eng\lmprovements\D608ia03.dwg[ 0]0c -11-2005: 12• 19
PROJECT NO.
CT02-07
DRAWING NO.
430-5
W.0. No. 2339-18
BIN :
032106
112607
}
I