HomeMy WebLinkAboutDWG 403-8; CT 01-17; TAMARACK FIVE SUBDIVISION; 01-04GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/OUSL Y APPROVED BY T'HE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHO'IIN ON THIS SET OF PLANS.
2. APPROVAL OF T'H/5 PLAN DOES NOT LESSEN OR WAIVE ANY PORTION 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 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 DISCOVERED DURING CONSTRUCTION. 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
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARL519AD AS
AN ADDITIONAL INSURED ON THE PERMITTE£'5 POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
CQl,,IPANY WRITING THE poucy /,/UST HA l(f, A RA VNG OF • A. AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILi. 8£ MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REV/SION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
B. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING
SIGNED BY THE Cl TY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE R£V/5£D TO REFLECT A5-8UIL T CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE SU TE OF
CALJFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DA 'rS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRf'.CONSTRUCTTON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERV/S/ON. TESTING AND ALL
OTHER ASPECTS OF THE WOW". THE CONTRACTOR SHALL SCHEDULE TH£ MEETING
THROUGH THE PERMIT CLERK 4J8-J6J4) AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE l'RIOR TO
SCHEDULING.
1J. ALL INSPECTION REQUESTS OTHffi THAN FOR PRECONSTRUCDONj/EETING \m.L BE
MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION RE\i!,LEST LINE AT
1760! 438-3891. /NSPECTIOf!L.Bm!&STS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON V-IE DAY ~LJLJ INSPECTIONS WILL BC MADf
THE 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'IINER 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,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA T/ONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO Bf MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INST.ALLA T/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VAR/E:S FROM THE; SHORING SYSTEM
STANDARDS £STAB/ /SHED BY D:i£ CONSIRI/C770N SAFETY ORDERS. 7777 f B
CALIFORNIA ADMINISTRA TIV£ CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF Th'£ OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PIIIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, QPERA DONS WIii CEASE IIJMFDIA m Y AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT IIESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM Tl/£ CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL Bt. SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FUU, WORKING QA YS PRIOR TO BEGINNING Of
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHO'IIN OR IN A LOCA T/ON DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR 15 REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FAG/UT/ES OR STRUC7URE5 NOT SHO'IIN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES l ABOVEGROUND AND UNDERGROUND ) WIT.HIN T.HE PROJECT SITE SUFl"ICIENTL Y
HEAD OF THE CONSTRUCTION TO PERM/ T THE REVISIONS OF THE CONSTRUCTION
LANS IF IT /5 FOUND T.HAT THE ACTIJAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
U~DERGROUND SERVICE ALERT
SOG&f
PACIFIC BELL
ADELPHIA CABLE COMMUN/CATIONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
+cl TY OF CARLSBAO(SEWER, WATER & RECLAIMED WATER)
"SAN DIEGU/TO WA rtR DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
*VALLEC/TOS WATER DISTRICT
*OLIVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
*AS APPROPRIATE
1-800-422-4133
(760)438-11200
(800)310-2355
(760)931-7000
{760)438-:1980
(760)438-2722
(760)633-2650
(760]753-0155
(760)744-0460
(760)753-6466
(760)726-1 J40
STREET NOTES
1. AC1UAL 5TRUC1URAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. T.HE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL 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 SHO'IIN ON THESE PLANS,UNDERGROUND
CONDUIT RUNS, SERV/CE POINTS AND HAND-HOLES SHALL BE SHO'IIN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL 8£ INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE Rt.lNFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD 5-4 TYPE "C" AND PIPE MEETS A51M STANDARD 3034
FOR SDR 35 SOLID WALL PIPE.
5. WHERE AN EXISTING 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.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREt.S SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WIT.HIN THt. LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPt.TUA TED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THt. CITY
ENGINE.ER/NG INSPECTOR.
SEWERNOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN
CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", LATEST EDITION.
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION
LA TEST EDITION (GREEN BOOK). '
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORt. CONSTRUCTION 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 €.NG/NEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON.
(TELEPHONE NO. (760) 438-3891)
WATERNOTES
1. WATER MAIN AND APPURTENANCES SHALi. Bt. CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD RULES AND REGULA T/ONS FOR T.HE CONSTRUCTION OF POTABLE
WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS
AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE
ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
3. 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. omCE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SU PERIN TEND ENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DA 'rS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY TH£
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE N0.[760] 438-3891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUC1URE5 SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. 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.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CARLSBAD RECLAMA noN RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT", OCTOBER 1993 OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTE'CTION CAN BE PERFORMED IN
ANOTHER MANNER. T.HE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
9. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS SHALL
BE 5/8" (UNLESS OTHERWISE NOTED ON THE PLANS).
10. ALL WATER METER BOXES SHALL BE ARMORCAST.
11. MINUMUM SPACING BETWt.EN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 5 FEET.
12. THE TOP OF WATER METER BOXES SHALL BE FLUSHED WITH THE FINISHED SURFACE
GRADE.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
FEILD SURyf"Y METHODS FROM INFORMA noN GATHERED ON
D£CEMBE;R OZ 2001 BY BHA INC . TOPOGRAPHY SHOWN .
HEREON CONFORMS TO NA noNAL MAP ACCURACY
STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED 'MTHIN ASSESSORS PARCEL NUMBER(S)
206 042 27
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 2000 E 6228
BENCHMARK
CITY OF CARLSBAD FB 19 PAGE 46 BENCHMARK FOUND SPIKE ONE
CURB RETURN OF GARFIELD A VENUE & OLIVE A VENUE.
EL: 47.02 DA TUM: USGS 1929
LEGAL DISCRIPTION
A PORTION OF TRACT 232 OF THUM LANDS IN Tl-It. CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THERt.OF NO. 1681, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 9, 1915.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORDINATE SYSTEM, ZONE 6, 198J DA TUM {CCS83), AS
DETERMINED LOCALLY BY THE GRID BEARING BETWEEN FIRST
ORDER STA nON CLSB-141 AND FIRST ORDER STATION
CLSB-119, PER CITY OF CARLSBAD SURVEY CONTROL NETWORK
I.E. N66'04'J2"E.
BEARINGS SHOWN HEREON ARE IN TERMS OF TH£ CALIFORNIA
COORDINATE SYSTEM, QUOTED BEARINGS MAY OR MAY NOT BE
IN TERMS OF SAID SYSTEM.
SITE
Cl1Y OF OCEANSIDE
HIGHWAY-?i, •
\
PACIFIC
OCEAN
VICINITY MAP
NOT TO SCALI!:
•
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFOIIMt.D IN ACCORDANCt WITH TH£
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CJTY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 5228 DA TE:D JULY 17. 2002
5. T.HE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSl"RUCTION (GREEN
BOOK).
6. SOILS Rt.PORT AND RECOMMENDATIONS BY ASSOC/A Tt.D SOILS ENGINEERING, INC.
_____ DATED DECEMBER 13, 2001
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED ~y
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED JULY ll 2002
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED JULY 17, 2D02
10. CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS FOR POTABLE WATER AND SEWER
5Y5TE:M DESIGN.
,./~·---~----<~-~--·-"'-(·-v·-····---~·-------..r----...._. ____ ,
.--------------------'--Ii\ LEGEND
ABBREVIATIONS:
AB -AGGREGATE CONCRETE BASE LT -LEFT
AC -ASPHALT CONCRETE MH -MANHOLE
BC -BEGIN CURVE MVC -MIDDLE VERTICAL CURVE
BVC -BEGIN VERTICAL CURVE NTS -NOT TO SCALE
BW -BACK OF WALK P -PAVEMENT
C&G -CURB AND GUTTER PCC -POINT OF COMPOUND CURVE
CDS -CUL-DE-SAC PL -PROPERTY LINE
CL -CENTERLINE PRC -POINT OF REVERSE CURVE
CO -CLEANOUT PVC -POLY VINYL CHLORIDE
DC -DEPRESSED CURB RCP -REINFORCED CONCRETE PIP£
E -ELECTRIC RT -RIGHT
EB -EASTBOUND RW -RIGHT-OF-WAY
EC -END CURVE S -SEWER
ECR -END CURVE RETURN SD -STORM DRAIN
EP -EDGE OF PAVEMENT SOR 35 -STANDARD DIAMETER RA no 35
EVC -ENO VERTICAL CURVE SDRSD -SAN DIEGO AREA REGIONAL
FC -FACE OF CURB STANDARD DRAWING
FL -FLOWLINE SW -SIDEWALK
FS -FINISHED SURFACE T -TELEPHONE
G -GAS TB -TOP OF BERM/DIKE
GB -GRADE BREAK TC -TOP OF CURB
HOPE -HIGH DENSITY POLYETHYLENE TF -TOP OF FOOnNG
HP -HIGH POINT TG -TOP OF GRATE
It. -INVERT ELEVA T/ON TW -TOP OF WALL
/OD -IRREVOCABLE OFFER OF OED/CATION W -WA TER
CL7 -CURFl LS FT CRT -CU~8 /?161-/T
•
•
''DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, Tl-IA T 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
Tl-IE 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
RESPONS/8/LJTIES FOR PROJECT DESIGN.
FIRM: BHA INC.
ADDRESS: 5115 A VEN/DA [NC/NAS. SUITE L
CITY, ST.: CARLSBAD CA WIQB-4.387
TELEPHONE: (760) 931-B700
BY: 14-. 1~. HOLLWAY
R.C.E. N0.: ___ ~2=92=7~1 ________ _
REGIS TR AT/ON EXP/RAT/ON c:1A TE: MARCH 31, 200J
DA TE: __ ..!.I0=..·...;2..=.~!.......:-<'::...,_.:.._ __
I
'
SHEET INDEX
1 nTLE SHEET
2 NOTES & DETAILS
J SHERIDAN PLACE (PUBLIC)
ITEM STANDARD DRA'MNG•
SUBDIVISION BOUNDARY
EXISTING WATER LINE
EXISTING SEl-\f"R
EXISnNG STORM DRAIN
-,-:: $.(R (Mt;~~~ ~r-:1).
SEWER MANHOLE
2" SEWER LATERAL (PVC SDR 35) FORCE MAINS
8" WATER LINE {CL 150, PVC C-900)
8" WATER LINE (CML&C 10 GA.)
~ Wf,."JF/1. W ~ °1,Q. 9'<J
1" WATER SERVICE
1" WTR)"r/RE SERVICE
RELOCATED FIRE HYDRANT
FIRE HYDRANT
1" AIR VACUUM ASSEMBLY
8" GA TE VAL VE
2" MANUAL AIR RELEASE VALvf"
CONCRETE THRUST/ANCHOR BLOCK
18" RCP STORM DRAIN
CLEANOUT (TYPE A-4)
CURB INLET (TYPt. B)
6" CURB AND GUTTER -(TYPE G-2)
PEDESTRIAN RAMP (TYPE C-1)
CONCRETE DRIVEWA Y
5' WIDE P.C.C. SIDEWALK (ON 6" CL. 3 BASE)
PROPOSED STREET LIGHT (100 W)
CROSS GUTTER
4" A.C./ 4" CL. 2 AB PAVEMENT (MIN)
~~~
CMWD S1
DETAIL "C" SHT. 2
CMWO W3
CMM,!i W3-A
CMWO W12
CMWO W12
CMW W7
CMW W16
CMW W6
CMWD W18
(1350-D}
D-9(5DRSD)
D-2(SDRSD)
G-2 (SDRSD)
G-27 (SDRSD)
G-14 (SDRSD)
G-7 (SDRSD)
£-1 (SDRSD)
G-12 (SDRSD)
SYMBOL -----(W)--
--(S)--==so== )( 7( ..,.__ )E:: )(
<s,----,
w
w
)( 1< )I( )( )(
® I
~
I• I •
• ~ --------::::[}:: =
□
. ' • --j l
TRENCH RESURFACING (TYPE A) G-24 (SDRSD) ™
STREET WELL MDNUMEN"T /11-/0 ('2>016D) D.
CMWD -CARLSBAD MUNICIPAL WATER DISTRICT STD. DWG.
SDRSD -SAN DIEGO REGIONAL STANDARD DRAWING
QUANTITY DISCLAIMER
QUANnTY
~~
I~ £A.
IIS4~ Lr.
1!!!! L.F.
7e~ L.F.
~p.£.
2 EA.
3 EA.
1 EA.
1 £A.
1 EA.
1 EA.
1 EA .
10 EA.
3o22'R L.F.
1 EA.
J EA.
5!!7 L.F.
2 EA.
4!!0 SF
2,937 SF
1 EA.
1,104 SF
10,572 SF
224Jl!Jf SF
4 EA
4 STORM DRAIN B AND C,
AND STRIPING PLANS 'l QUANTlnES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS ARE RESPONSIBLE
FOR VERIFYING ALL QUANTlnEs PRIOR TO BIDDING AND CONSTRUCnON.
UTILITY DISTRICT APPROV AL(S) CITY OF CARLSBAD FIRE DEPARTl\.fENT
REQUIREMENTS
No. 9F F.H.(s) z... !:-fk. ow C'?l/0 G.P.M. our OF _Lr.H.(s).
1------------------1 BLD~. SPRINKLED-(_YES;i .. F.FLOW /~.M.
CARLSBAD MUNICIPAL WA1ERDISTRICT t c' -,,..._ ,-t.rt4"J ~ /.tr}.,,, //· Zl-07-FIRE Mts;;;;;: 'tfw(()l-
'MLLIAM E. PLUMMER DA TE
DEPUTY CITY ENGINEER R.C.E. 28176 EXP. 08/30/06
"AS BUILT"
,z__~ 4-Z8-o<f-
P.E. 2.92.11 EXP. s-11-o? DATE
t--+--1--------------.f--.f-~l--~I----I I SHlEET I CITY OF CARLSBAD I SHEETS)
r------------------------1---1--+---------------+----lf---+--l--=:::i ENGINEERING DEPARTMENT 4
,-::;.~~ :=IM=P::::R:::::O=VE~M!:::E=N=T =P::::LA:::N::S:::::::FO:::R:: :::::::=:::=:::::::=::::!..!::::::::::~
Mfl~lncD
lat'ld plamlng. cMI engineering, surveying
~o~
ISY'.tWAf tti
NO. 298'11.
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
29271
R.CE
*lfXP. •-01-0• ~~ (ffll,~
~OFCA~
EXP. J/31/03 /0·'Z..f-o1-
uc. tXP. DAT[ OAT[
TAMARACK FIVE SUBDIVISI01'.
APPfl.~VED LL\J~HUBBS
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DATE INITIAL DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITl•L CHKD BY: ~-,,_.... CT 01-17 401? 8
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: r71 ~-
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SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL 51GNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST TRAmc
MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VFRS/ON THEREOF),
THESE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENT A Tl VE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION 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 REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING {HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
MARKINGS WITHIN 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED
TO A "UK£ NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF Tl/£ CITY
INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED' BY THE
PUBLIC WORKS DIRECTOR OF HIS REPRESENTATIVE PRIOR TO INSTALLATION,
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMP1L Y REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCA7FD. CROSSWALKS Si/ALL 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 1HE LA JEST CAL1RANS
TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
1J. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFIC MANUAL
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 MOUNTING BRACKET W/1H STRAP$.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY mE CONTRACTOR
TO 1HE 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
1HE CONTRACTOR EXCEPT 1HOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO RELOCA 1ED
OR TO REMAIN.
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land planning, cMI engineering, surveying ~ RONALD,f; i BOUOJfAY NO. BflZ'/1 5115 AVENIDA ENCINAS 1fi'1XP.S-S1~ SUITE "L"
CARLSBAD, CA. 92008-4387 ~<'WfL~
(760) 931-8700 ~~
~ ~t:t,/ EXP. J/J1/0J ~-1( -03, 29271
FNl?INEER OF WO,C?k 0 R.CE UC. EXP. DATF DATE
DAlE INITIAL
ENGINEER OF WORK
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TYPICAL SECTION TAMARACK A VE.
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TYPICAL SECTION -SHERIDAN PLACE
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DAlE INITIAL DATE
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DATE I s2ET I CITY OF CARLSBAD I SHE4TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
TAMARACK FIVE SUBDIVISIOM
APPROVED LLOYD B. HUBBS~!
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SIGNING AND STRIPING CONSTRUCTION NOTES
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0 PAINT LIMIT LINE PER CALTRANS STD. PLAN A24E.
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PLAN: iAM"ARACK AND SHERIDAN PLACE
0 PAINT "BIKE LANE" MARKING PER CALTRANS STD. PLAN A240
0 EXISTING "BIKE LANE" MARKING TO REMAIN
10 0 20 40 60 --------SCALE: 1" = 20'
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land planning, civil engineering, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
29271
R.C.E.
EXP. 3/31/03 ';-1>·0>
UC. EXP. DATE DATE
"AS BUILT'
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EXP 3·1/-DJ
REVI~ . . u
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DATE
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IMPROVEMENT PLANS FOR:
TAA1ARACK FIVE SUBDIVISIO
DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. 10 --0 20 40 60 NO. DELTA OR BRG. RADIUS LENGTH REMARKS REVISION DESCRIPTION
DATE INITIAL DATE INITIAL CHKD BY: ___ , CT0l-17 403-8 ----SCALE: 1" 20' 1 N72".J0'48"E 54.38' 18" RCP 1350-D ---j
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
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