HomeMy WebLinkAboutDWG 471-3; CT 10-01; SEABREEZE VILLAS; 01-02------------------~~
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD M.UNICIPAL CODE, RESOLU170N OF CONDl170NAL APPROVAL, CITY
STANDARDS OR OTHER ADDl17DNAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS 0/SCOvtRED DURING CONSTRUC170N. ALL PLAN REVISIONS SHALL
BE PROMPTLY 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
CER17FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDl170NAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,0()0,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRl17NG THE POLICY MUST HAVE A RA17NG OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA 17NG GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND 17TLE SHEET.
8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL .DRAWING SHALL BE REVISED TO REFLECT AS-BU/LT CONDl170NS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUC170N.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SO/LS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC170N
CURVES, SHALL BE SUBMITTED BY.A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, . PRING/PALLY D.0/NG BUS/NESS IN THE FIELD OF APPLIED SOILS
MECHANICS. . THE SO/LS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR . WITHIN. TWO WORKING DAYS OF COMPLE170N OF FIELD TESTS. THE
WRITTEN FIELD COMPAC170N REPORT(S) SHALL BE ll,IMEDIA TEL Y SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRI/C110N MEE11NG SHAii BE Hf/ Q AT llif S1Tf PRIOR TO llif
BEGINNING . OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA 77VES
RESPONSIBLE FOR CONSTRUC170N, INSPECTION, SUPERVISION, TESTING AND ALL
OTHFR ASPFCTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEE17NG
BY CALLING THE INSPEC170N LINE AT (760) 438-3891 AT L.EAST FIVE (5) WORKING
DAYS PRIOR TO STAR17NG CONSTRUC170N. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
1 J. ALL IN$PEC170N REQUESTS OTHER THAN FOR PRECONSTRUC170N MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPEC170N REQUEST LINE AT
I 760! 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
""' THF n" ,~• 'JEi.~filwfj ,s ]ii """ INSPECTIONS WILL BE MADE
TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE O.WNER. AND/OR APPLICANT .THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE A~D FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA 170NS.
15. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SEC170N 6705 BY SUBMIT17NG
A DETAIL PLAN. TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£
EXCAVA110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 170N
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE .IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARD$ ESTABI ISHFD BY THE · CONSTRUCTION SAffIY DRDFRS 1111 f B
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION . PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING . • CONSTRUCTION, QPFRA11DN$ f\711 . CFASF IMMEDIAW Y AND THE
PERMITTEE WILL NOTIFY THE, CITY ENGINEER. OPERATIONS WILL NOT RESTART
· UN.TIL .. THE PERMITTEE HAS. RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING • UP, REPAIR, .ARRIVAL, DEPAR.nJRE OR OPERA170N OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRIJCTION EQUIPMENT AND.ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE UM/TEO TO 71iE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FR/DAY ANQ NO EARTHMOVING OR GRADING
OPERA 170NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS /S AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RFSUL T OF llif
GRADING OPERA 170N.
19. NO BLAS17NG SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20· WJ Ji'tW!Jf~ut~gN ~z~~~0tkRiFoB¥A~Hlt s:u21:I#c~NgFFAf!t~TIEJvAII~g~
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE. EXISTENCE OF OTHER
U17LITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT .SHOWN ON THE PLANS .. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILl17ES SHOWN ON THE PLANS AND
ANY OTHER EXISTING !FACILl17ES OR STRUCnJRES NOT SHOWN.
21. THE CONTRACTOR $HALL VERIFY THE LOCA170N OF ALL EXISTING FACILITIES
( ABOVEGROUND ANQ UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUC770N
PLANS IF IT IS FOUND THAT THE ACnJAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
11ME WARNER CABLE'.
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
'f:ITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
"SAN [)/£GU/TO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
*VALLECITOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
*BUENA SAN/TA TION 1DISTRICT • AS APPROPRIATE
(800)422-4133
(800)660-7343
(800)892-0123
[760)4.38-7741 (760)806-9809
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340
STREET NOTES
1. ACnJAL STRUCnJRAL SEC170NS WILL BE DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL · ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCnJRAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA170NS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILl17ES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EX/S17NG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS, SHALL BE INSTALLED PER REQUIREMENTS OF 17TLE 24,
CALIFORNIA ADM/N/STRA Tl\/£ CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEDR NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDl170N (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 170N AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTA/N[D FROM THE DISTRICT. IT MUST BE,SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPEC170N 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760) 438-3891)
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & J.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA N017FICA 170N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUC170N SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERA 170NS' PUBLIC WORKS MANAGER.
4. A PRECDNSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXIS17NG TREES AND STRUCnJRES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A. SO/LS
TEST REPORT AND DEMONSTRATES THAT PROTEC110N CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS
MANUFACnJRED BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 10 FEET.
12. THE TOP OF WATER METER BOXES SHALL BE FLUSH W/TH THE FINISHED SURFACE
GRADE. .
13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE .SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STA TE OF CALIFORNIA 's DEPARTMENT OF HEALTH SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A GASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLEC170N PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR
C900.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THA.T I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN 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 AND SPECIF/CATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBIL/17ES FOR PROJECT DESIGN.
FIRM: OMS CONSULTANTS .CIVIL ENGINEER
ADDRESS: 12371 LE'MS ST. SUITE 203
CITY, ST.: __ G_A_RD_E-N_G_R_O_VE_ •• _C~A_L_IF_OR_N_IA ___ _
TELEPHONE: (714) 740-8840
BY: SURENDER DEWAN DATE: 12/16/10
(NAME OF ENGINEER)
R.C.E. NO.: 34559 -------------
REGISTRATION EXP/RATION DA TE: __ 09~/_3~0/~2_0_11 __
.
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO TH£ CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICA170NS (JULY 2006
DR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A 170N 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.
5. ALL SIGNING AND STRIPING SHALL BE REFLEC17VE PER CAL TRANS SPECIF/CATIONS. , ·.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INl17AL PAINTING. SIGNING SHALL US . ,
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AN
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL B
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEE17NG THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT . LDCA 170N OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE.PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EX/S17NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-J
OBJECT MARKER SHALL BE 12"X12"
INDEX OF SHEETS
SHEET 1
SHEET 2
TITLE SHEET
SEWER & WATER IMPROVEMENT PLAN & PROFILE
REFERENCE DRAWINGS
SEWER PLANS DWG NO. 103-4
~~;E;J;~~NS HGL 255
DWG 223-8
DWG 137-2
BASIS OF BEARINGS
THE BASIS OF BEARING SHOWN HEREON IS THE CENTERLINE
OF TAMARACK A VE. PER PARCEL MAP 5356 I.E. N55'27'20"E
SOURCE OF TOPOGRAPHY
FIELD SURVEY CONDUCTED IN SEPTEMBER 2010
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
206-020-08 ,
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1999654.935 E 6227566. 754
VICINITY MAP
ABBREVIATION
TC TOP OF CURB
FL FLOW LINE
FF FINISHED FLOOR
GFF GARAGE FINISHED FLOOR
FG FINISHED GRADE
FS FINISHED SURFACE
INV INVERT
co CLEAN OUT
BO BLOW OFF
BENCH MARK
NOT TO SCALE
DESCRIP170N: 2' PIPE 111TH DISK STAMPED "RCE 27616"
LOCATION: APPROX/MA TEL Y 670 FEET ON THE INTERSECTION
OF CHESTNUT Al/f.. AND LINCOLN ST.
RECORDED: _--=~-=ccc--:-:--,-,.-;-;-=-:------==-
ELEVA 170N: ELEVATION :41.44 M.S.L. DAnJM: 1929
'wo~K TO BE DON~
TH~. GRADING WORK SHALL CONSIST OF THE CONSTRUCTI.ON OF ALL cu~ AND FILLS, REMEDIAL
GRAD/II. G, DRAINAGE FACIL·(·l TIES,. E:ROSI.ON GONTROL .f'.AJ;ILITIES, AND PLANTING Or PERM.ANENT LANQSCAPING AND PREPARA TIO(I Or AS-fl.UILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND
REPORTS, ALL AS SHO'IIN.10R REQUIRED ON THIS SET OF PLANS AND THE CITY STANDAl?DS,
SPEC/RCA TIONS, REQUIREMENTS, RESOLU170NS AND ORDINANCES CITED ON THESE: PLANS.
: ;_:.:,:' ··. :
THE .GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH 1HE: FOLLOWING DOCUMENTS,
CURRENT AT THE TIM£ OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. ·
1. CARLSBAD MUNICIPAL CODE
' 2. CITY OF CARLSBAD ENGINEERING STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. 67!1-0 DA TED JAN 5, 2011
5. THE STANDARD SPEciFICA TIONS FOR PUBLIC WORKS CONSTRUCT!ON (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY STRATATECH INC
~---DATSD APRIL 20. 2010 '
7. THE SAN DIECJO REG/QNA!: STANDARD ORA WINGS AN/) AS MAY BE MODIF/£0 BY
THE CITY OF CARLS~f',D '/'jTANDARDS.
8. CALIFORNIA COASTAL]' COMMISSION DEVELOPMENT PERMIT COND/110NS
DATED JANUARY 5, 2011
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 01/13/11 (EXEMPTION) ,-cl '
10. STORM WATER POLLUTION PREVENTION P~AN f.f~EP,ARED
BY DMS CONSULTANTS INC. DATED 12/20/10
WDID NO, NIA ::
11. STORM WATER MANAGEMENT PLAN PREPARED , BY DMS CONSULTANTS INC. DATED .. 12.)20/10
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP:CONSTRUCTION HANDBOOK AND
CALTRANS CONSTRUCT!ON SITE BMP MANUAL. f
'
SYMBOL DESCRIPTION STD. DWG. NO. < QUANTITY
•
llIIII
==@I===
SMH.:;,
--o-®
--o-®
EXIST. FIRE HYDRANT
FINISHED Fl;ooR ELEVATION
FINISHED PAD ELEVATION
PROPOSED DRIVEWAY
PROPOSED SIDEWALK
18" SDR 35 DRAIN PIPE
12" SOR 35. DRAIN PIPE
6" SOR 35 DRAIN PIPE
•,rfi':"' ~" ',:-
4" SOR 35 DRAIN PIPE
REAR YARD DRAIN INLET
CATCH BASiN TYPE I
STORM DRA(N CLEAN OUT
RET. WALL/BLOCK WALL
PROPOSED 6" SEWER MAIN (SOR 35) ffi
PROPOSED SEWER MANHOLEEW
PROPOSED 8' PVC C-900 WATER ~AIN (DR 18)
PROPOSED 6" PVC C-900 WATER MliN (DR 18)
' 1" WATER SERVICE W/ 5/8" WM
1" WATER SERVICE W/ 5/8" WM & FIRE SYST.
--.........,l'!J 6" DOUBLE DETECTOR CHECK VALVE -®
►
---OBO
■
~
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
8"x6" REDUCER
CONC. THRUST BLOCK
2" BLOW OFF ASSEMBLY
TRENCH RESURFACE
CURB & GUTTER-TYPE G
2'' MAR
FULL DEPTH. AC-1' 'MDE, 1' DEEP
A.S,-:--RU\LT
SDRSD G-14A
SDRSD G-11
CMWD W-2
CMWcJ W-2
CM\\'D W-3
CMWD W-3A
CMWD w~22
CMWD W-12
CMWD W-16
CM\VO W-18
CMWD W-15
CMWD W-6
CITY STD GS-25
SDRSD G-2
CMWD W-6
CITY STD GS-12
CITY OF CARLSBAD FIRE DEPARTMENT "AS BU IL T"
153 SF.
150 SF.
162 LF.
82 LF.
10 EA.
2 EA.
2 EA.
1 EA.
6 EA. ffi
1..EA .... J
fJX£)
3 EA.
38 LF.
30 LF.
1 EA.
' 60 LF.
REou1REMENTs <=?"A*t.11,, .... :;.--. lo/2,,71 .... '1 .-0-l'fT'I ___ E..,R""'/D~E ... VE--LO'"'P,-E ... R_: __________ ---I NO. OF F.H.(S)~LOW2&oOG,P.M, OUT OF __i_F.H.(S) ~
D.S. PRODUCTS, INC., BLD~SPRINKLED . NO ..•. F.FLOW~.P.M. . RCF. 3fASS'~ j EXP 1130/i.5 DATE
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IRVINE, CA 92603 ~1-=·=•T=.O~R~f_)_-~···-=·-~DATE '.
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IMPROVEMENT PLANS FOR: ·
SE.ABREEZE VILLAS
391 TAMARACK AVE, CARLSBAD. CA .. ~2008
""¥V.COP 10-11/PUD 10-,03
ENGINEER nm-s ..... Ii APPROVED: , JI,. . _ / .. _1 /, . ....fl ,/. GLEN k. VAN PESKI •
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_12371Ulwl,st, 3,_Go,..,;,,Q--o..:CA.~P,714-40-B846F.71H+o-8B~2 DATE INITIAL DATE INITIAL ·oATE INITIAL OWN BY: ~ -'PROJECT NO. DRAWING NO.
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IMPROVEMENT PLANS FOR:
As-BUILT SEABREEZE VILLAS
. ,3.91 -TAMARACK A Vf., CARLSBAD, CA. 92008
· • 1 ·• ' COP 10-11/PUO 10-03
ENGINEER D1'f .. s \\·"'·'' ~1\ /:t-ll..~ o,,, I-APPROVED~.,~ -../.--, /_ JJ. / . GLEN K. VAN PESKI 6/6/12 ~-I?. 2 R~Vl~EP%OKMf/l¼llJ61Zlo. 6/1.1 11 'Tl€~ <Ptilt "-VI' vn ,1__:_~.1:Z(k;_ ¥t~,ltz ...
CON ULTANTS. INC. 03/15/12 s.o. /j RE"1SED SEWER & WATER LAYOUT REPLACES SHEET ' s,., ... )2-<El\/P CITY ENGINEPE 41204 EXPIRES 3/31 /13 DATE
C I V L E N G I N E E R s ORIGINALLY SIGNED 12/22/11.
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"A/\/_ REVISION DESCRIPTION CHKD BY· (.o.ep.J CT 10-01 ENGINEER OF WORK OTHER APPROVAL' CITY APPROVAL RVWD BY:
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