HomeMy WebLinkAboutDWG 451-1; MS 04-17; MADISON SQUARE TOWNHOMES; 01-02• •
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GENERAL NOTES' ' •
,. mis PLAN suP£RS£DES ALL omm hANs PR£~ou;LY APPROVED BY mE CITY
2 ;;;.;;;BA~:;;;;;;:;;;~;:~iolNw;;,~;~ :a;;;~v~ lfJ ·.
STANDARDS OR OmER ADDlnONAL DOCLJMEN TS IS1ED HEREON AS m£Y MAY
PERTAIN TO m,s PROJECT. ml! ENGINEER 11';1 RESPONSIBLI! CHARGE: SHALL
REVISE mESII PLANS WH£N NON-CONFORMANCE IS DISCOVERED. I ,_,
J. CITY APPROVAL OF PLANS DO£$ .NOT R£LJE\IE 'mE DEVELOPER OR £NGIN££R-
OF'-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS DISCOVERED DURING CONSTRUCTION, ALL PLAN REVISIONS SHALL .
BE PROMPn.Y SUBMITTED TO THE CITY ENG/NE£R ~OR APPROVAL ..
4. A RIGHT-Or-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
'tEt~FltXTETH&-P!!fJJ~AN~W1TMu<fr BEWAtiLE6R~i!JNJ0TH{ffl-¢1;;, ff,#_'tl;:i1 A~
AN ADDITIONAL INSURED ON mi PERMITTEE'S POLICY IN mE MINIMUM AMOUNT
OF $1,000,000.00 FOR £ACH OCCURRENCI; . ,OF LIABILITY. THE INSURANC
COMPANY WRITING ml!: POLICY MUST HA VE: Al RA TING OF A-OR BETTE
ANO A SIZE CA 1EGORY OF Cl.ASS V OR B£TTER AS £STABLISHEO BY BESTS KE:
RA TING GUii);. ' i
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5. NO WORK SHALL BE COMM[NCED IJNTIL ALL PER¥!TS HAv! BEEN OBTAIN£0 FROM
THE CITY AND omm APPROPRIATE AGEi/Ci£$. • I
6. REVISION OF mESE PLANS MAY BE 1 °REQUJREO IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRLJC1ED PRIOR TQ THE DEADLINE DA TE OF THE
IMPRO\IEM£NT A(,RE£M£NT. ' ' : I '.
7. NO REVISIONS WILL BE MADE TO m£SE; PLANS WlmOUT m1; WR/T7EN APPROVAL
OF THE CITY. ENGIN££R, N01EI) t'i1THIN THE REVISION BLOCK, ON THE
APPROPRIATE $H££T OF THE PLANS ANO Tl n.1; $H££T. . . . I
8. ORIGINAL DRA t'i1NGS SHALL B£COM( TH( PROP£RTY OF THE CITY UPON BEIN<;
SIGNED BY THE ,CITY [NG/NEER. ' . I
9. me: ORl(,!NAL DRA t'i1NG SHALL .Bl! REVIS£0 TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE: OF THE: WORK BY TH£
CITY. ·· 1 ··
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10. ACCESS FOR FIRE: AND Om£R EM£RG£NCY VEHICLES. SHALL BE MAINTAINED TO
THE PROJfCT SITF: AT ALL TIMES DURING CONSTRUf TION, . . ..
11. WHERE TRENCHES ARI! WITHIN CITY £AS£M£NTS, A SOILS REPORT COMPR!S£0 OF:
(A) SUMMARY. SHEET, (B) LABORATORY WORK: SHEETS ANO (C) COMPACTION
CURVES, SHALL BE SUBM!T7ED BY A PROFESSIONAL ENGINEER OF mE: STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN • mE: Fl£LO OF APPLIED SOIL$
MECHANICS. 7HE SOILS RE.PORT t'i1LL BE SLJBMIT7EO TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPL£TION OF FIELO lfSTS. TH£
WRITTEN F/£1-0 COMPACTION R£PORT(S) SHALL 81; /MMEDIA TELY SUBMIT7EO TO
7HE: CITY £NG/NEERING INSPECTOR IJPON COMPL£TION OF 7H£ FIELD 1EST5. . , I
12, A PRECONSTRUCTTON MFIDNG SHAii BE HFI D ' AT lli/f SllE PR/QR TQ DIE:
BEGINNING OF WORK ANO SHALL BE A TTENDEO BY ALL REPR£S£NTA TI-,Y
RESPONSIBLE FOR CONSTRUCTION. · INSPECTION. · SUPERVISION. 7ESTING ANO A!4,
OTl-l[R ASPfCTS Of 7HI! WORK. 7HE CONTRACTOR SHALL SCHEDLJLf THE MEETING
BY CALLING me: INSPECTION LINE AT (760) 43B-389I AT L£AST FIVE (S) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPRO-.W DRAWINGS MUST Bf; AVAILABLE
PRIOR TO SCHEDULING. i
I I J, ALL INSP£CTION RE /JESTS OTH£R mAN FOR PRECONSTRLJCTION MEETING WILL BE:
MADI! BY CAWNG 7Hf ENGINEER/NG 24-HOLJR INSPECTION RE U£ST LINE: A
760 438-3891. INSPECTION R£QLJESTS MUST BE RECEIVED PRIO TO 2:
INSPECTION t'i1 8 MA
7HI! N£XT WORK DAY LJNL£SS YOU REQUEST OTH£Rt'i1SE. REQUESTS MADE: AFT£R
2: 00 P.M, WILL BE SCHEDULED FOR TWO .FULL WQRK DAYS .LA 1ER. · . l . ,· . - ,
14. me OWNER AND/OR APPLICANT 7HROUGH mE DEVELOP[R AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY OeVICES, INCLUDING
SHORING, ANO SHALL 81! SOL£LY RESPONSIBLE: FOR CONFORMING TO ALL LOCAi.,
STATE ANO FEDERAL SAFETY ANO H£ALTli STANDARDS, LAWS ANO REGULATIONS, ' ' 1-~
1,. TH. E: CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 670S BY SUBMITTING
·,4 DETAIL PLAN TO THE CITY ENGINEER AND/Off CONC£RNEO AG£NCY SHOW7NG
THE: DESIGN OF SHORING, BRACING SLOPE OR ' 07HER PROWS!ONS TO 8£ MADI!·
OF WORKER PROJECTION FROM THE HAZARD OF CAWNG GROUND DURING 7HI!
EXCAVATION . OF SUCH TRENCH OR TRENCHES OR DURING 7HE PIPE: INSTALLATION
m£REIN, THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FE£T (SJ OR
MORE: IN DEPTli ANO APPROVED BY 7HE CITY, ENGINEER AND/OR CONCERN£Q.
AG£NCY PRIOR TO EXCAVATION. IF Tl-IE: PLAN VARIES FROM TH£ SHORING SYSTFIJ
$TANQARQS [$TARI (SHED RY lli/f CONSTRUCTTON $A££IY ORDERS rm If '1
CALIFORNIA ADMINISTRATIVE: CODE. THE: PLANi SHALL 8£ PREPARED BY ,S
REGIS1EREO £NG/NEER AT 7HE CONTRACTORS EXP£NSI!. A COPY Of' THE: OSHA
£.XCAVA710N P£RMIT · MUST 8£.· SUBMITTED I; TO. THE INSPECTOR PRIOR TO EXCAVATION. · ·
' ' 18. IF ANY ARCHAEOLOGICAL R£50URCES AR! DISCOVERED 'MTI-IIN ANY WORK ZON[
DURING CONSTRUCTION, OPERA DONS WI ' CfAS/f /MMEQIA rn Y ANO THI!
P£RMIT7EE: t'i1LL NOTIFY 7HE CITY ENGINEE:R. OPERATIONS WILL NOT RESTART
UNTIL me: PERM!TTE£ HAS RECEIVED WRltlN ALJmORITY FROl,f THE CITY.
E:NGINEER TO DO SO. i . ·
17. ALL OPERATIONS CONOLJC7f0 ON THE SITE OR A/JJAC£NT 7HERE:TO, INCLUDING
WARMING UP, RE.PAIR, ARRIVAi., DEPARTl,J E OR OPERATION OF TRUCKS,
EARTHMOWNG EQUIPMENT, CONSTRUCTION EQLJIPM£('1T ANO ANY 07HER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIM/1EO TO THE: PERIOD B£TWEEN 7: 0() A.M. ANO
. SUNSET £ACH DAY, MONDAY 7HRU FRIDAY ANO NO £ARmMOWNG OR GRADING
OPERATIONS SHALL BE: CONDUCTED ON WffK[NDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLI! AT m£ ENGIN£[R!NG DEPARThlENT COLJNTCR.)
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18. ALL OFF SITE HAUL ROU1ES SHALL Bl! SUBM!T7ED BY Tl-IE CONTRACTOR · TO THI{
CITY ENGINEER FOR APPROVAL 7WO FULL WORKING DAYS PRIOR TO BEGINNING OF'
WORK. 7H£ CON1RACTOR SHALL BE' RESPONSIBLE: FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG 7HE' HAUL ROUT( OR ADJACENT STREfTS AS A RESULT Of Ditr GRADING OP£RA TION. . i .
19. NO BLASTING SHALL B! COMM£NC£0 W!7HOUT I A <;/TY ENGINEER APPROVE{!
BLASTING PROGRAM ANO BLASTING PE:RM/T. · 1
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20. 7HE: £XISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN
ON 7HE: CONSTRUCTION Pf.ANS WE:RI! OBTAINED 8)' A SEARCH OF 7HE: AVAILABLI!
RECORDS. ATTENTION IS . CALLEO TO 7HI! t POSSIBL/! £X1~7ENCE OF. 07HER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIITTR£NT
: FROM THAT SHOWN ON THE Pl.ANS. THE CONTRACTOR IS REQUIRED TO TAKE: DU!
PRECAUTIONARY MEASUR£S TO PROJECT THE LJTil,JTIES SHOWN ON mE: PLANS AN/)
AN( OTHER £XISTING FACILITJE$ OR STRIJCTURES NOT SHOWN, . · '
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. 21, THE CONTRACTOR· SHALL VERIFY. 7H! LOCATION OF' ALL £XISTING FACILITIES
( ABOVEGROUND ANO UNDERGROUND ) mmlN Tl-IE: PROJECT ,SITE SLJFF!C/£Nn.Y
AH£AD OF THI!. CONSTRUCTION TO PERM! T 7H( REVISIONS OF me CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAi. LOCATIONS ARE IN CONFLICT-w,m T/;IE: PROPOS£0 . Wf)RK. . . I -· ' . . .
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22. THE: CONTRACTOR SHALL NOT/FY AITTC1EO UTILITY COMPANIES {S£E B£LOW) .. AT L£AST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION Nf:AR mEIR
• FACILITIES ANO SHALL COORDINATE WORK Wini A COMPANY REPRESENTATIVE:. -' ! ~ . ,_-
UNDERGROUND SERWCt ALERT 1 1800 422-4133 .
SOG&E: • ' • 800 660-7343 .
AT&T BOO 892-0123
• , TIME: WARNER CABLE: 760 43/J-7741 ·. .
COX COMMUN/CATIONS · 760 806-9809 · .
• CITY OF CARLSfJAD(STREETS AND STORM DRAIN) , f 760 434-2980
"CITY OF' CARLSBAD(SE. ~. R, WA T[R & RECLAIMED 'A 1ER) 760 438-2722
"SAN D!EGLJITO WAER DISTRICT ' I 760 633-2650,
"LEUCADIA WAS1EWA 1ER DISTRICT · . (750 753-0155
"VALL£C/TOS WA 1ER DIS.TR/CT (.760 744-0460 ·
•• "OLJVENHAIN WA 1ER DISTRICT (760 753-6466 '
"BLJ£NA SAN/TA TION DISTRICT (760 726-1340
. * AS APPROPRIATE . i
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STREET' NOTE
' 1· ACWAL STRUCTURAL SECTIONS t'i1LL BE: DE1ERM!NEO AF1ER "R" VALUE: 1 lfSTS HA VE B[f:N CONDLJC1EO BY A . PROFESSIONAL ENGIN££R OF THE: STA TE
' OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN me Fl£LO OF' APPL/£0
SOIL M£CHANICS, ON mE: PRE:PAREO BASEM£NT SOIL TH( "R" VALUE: lfSTS
ANO me: ENGINEERED STRUCTURAL SECTION MUST Bl! SUBM/T7EO TO THI!
ENGINEERING INSPECTOR FOR RE\ITEW AND APPROVAL A MINIMUM OF TWO (2)
1 Cl TY WORKING DAYS B£FORe THE WORK BEGINS. .
1. STREET LIGHTS 1HALL BE: INSTALLED AS· . SHOWN ON 7H£SE: PLANS. UNDERGROUND
CONDIJIT RUNS, S£RVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON 7HI!
. "AS-8. LJ!L. r'. Pl.{',NS. NO DIRECT . BUR/A. L STREE:T LIGHT FOUNDATIONS t'i1LL BE:
' ALLOWE:O. ALL ~UM/NA/RES SHALL 8£ ·cur OFF" TYP/!. '
lt ALL UNDERGROIJNO UTILJTl£S ANO LA 1ERALS SHALi. BE: /NSTALL£0 PRIOR TO
I CONSTRUCTION pF CURBS, CROSS GLJTTE:RS OR SURFACING OF STRE£T5.
4, STORM DRAIN PIPE SHALL 81; REINFORCEO CONCRETE: PIPE: W7rJ A MINIMUM
' 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15 PVC MAY 81!
UTILIZED PROV/DEO DEPTH IS L£S1 THAN 15 FEET ANO BACKFILLED t'i1TH
J/4" ROCK PER SDRSO S-4 TYPE: "c ANO PIPE MEETS A~Thl STANDARD 3034
FOR SDR 35 SOLID WALL PIPI!. ,
I , . , 5, 'MIER£, AN EXISTING PIPE UNI! IS TO BF: ABANDONED IT $HALL BE REMOVED
Wl7HIN Tl1£Nnt FEET OF BU/WING OR STREET AR£A$ ANO REPLACED t'i11H
PROPERLY COl,/PACTED SOILS. IN OTHER AREAS 7HI! PIPE: WILL Bl! PLUGGED
'1(/Tli CONCRETE: OR REMOVED AS APPROVED BY me: <;!TY £NG/NEER.
I , • 4 WHE£LCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Tin.E: 24,
f, ii::rRN/A;;l,/~/N!S;~;LVE c::I!. INSTAL~EO PER SECTION IV 0.3 OF 7HE: CITY
1 OF CARLSBAD NDSCAPE MANUAL • ·· · · .
a., FIR/! HYDRANT MARK£RS SHALL BE: PLAC£0 IN THI! STRE£T t'i1THIN THE LIMITS or WORK OF 71/IS PLAN PER SDRS DWG M19. . .
9, ALL SLJRV£Y MQNUMfN TS ANO POINTS 7HA T ARE 0/STl,JRBEO BY THIS WR_.Ffl< , SHALL BE R!;ESTABLISHED, PERP£WA1ED, AND DOCUMENTFO P£R .,,..
' PROFESSIONAL ~AND SURVEYORS ACT. • . .. .
1~. TWO (2) S£TS' OF SURVEY (CUT) SHEETS SHALL BE PROWDEO TO mE: CITY
. ! ENGINEE:RING IN1PECTOR. . . ..
SEWER NOTES. i • , , I. . , ' , . t Sf~ M' A!N ANP APPURTENANCES SHALL BF: CONSTRLJC1EO IN ACCORDANCI! mm
r
·. 7H£ "CITY Of' l;ARLSBAO ENGINEERING STANDARDS (LA1EST £DITION), VOLUME I-
GENERAL DESIGN STANDARDS, CHAP7ER 6-DES!GN CRl1ERIA FOR GRAVITY SEJl,£R
LINES ANO N'PLJRT£NANCES, ANO VOLUME: 3 -STANDARD DRAW7NGS ANO N01ES
1 ANO TH! STANbARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATFST
I · £DITION ( GREE~ BOOK), • .· . f me: CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAU SAFETY BEFORF: ANY E:XCAVA TION AND SHALL ADHERE: TO ALL ! PROVISIONS OF me: STA TT! CONSTRUCTION SA/1:TY OROERS. ,I I i I ;_ -,
j, BEFORE ANY ! CONNECTION TO THE: DISTRICT'S EXISTING SYS7EM, A PERMIT
i SHA/.L BE: OBTAINED FROM TH! DISTRICT. IT MUST Bl! SIGN£0 ANO APPROVED
i BY 1):/f; DISTRIC,T'S ENGINEER ANO SLJP£R!N7ENDENT. ' 1· BEFOR.E: CONSTRU. CTION BEGINS IN ANY PUBLIC RIGHT OF' WAY, A CITY RIGHT
, OF WAY PERM!~ SHALL Be REQUIRED. • •
5 me CONTRACTOR SHALL NOTifY 7HE CITY OF CARLSBAD ENGINEER/NG
·' INSPECTION 4/3 HOURS PRIOR TO , THI! BEGINNING OF' CONSTRUCTION. i (TELE.PHONI! Nq. {760} 438-3891) 1 •
WATER NOTES j • .
1'r WA 1ER & RECYCLED WA 7ER MAIN ANO APPURTENANCES SHALL BE CONSTRLJC1EO IN
' ACCORDANCE: W/7H 7HE: ·c,rr OF CARLSBAD [NG/NEERING STANQARos• (LA JEST
! . EDITION) VOLUM.£5 2 & J. . . · •
I < ' ' ' i' 7Hf! CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 7HE: DIWS!ON
· OF INDLJSTR!Ati SAFETY BEFORE: ANY EXCAVATION ANO SHALL PRO\ITDI! PROOF
OF' OSHA NOT/FICA TION ANO SHALL AOH£RE: TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS. ' ! '
J. BE:FOR/! ANY CONNECTION OR SHUT DOWN OF VAL \/ES ON EXISTING C.M. W.D.
' LINES, A PERMIT SHALL 8£ OBTAINE:O FROM 7HE C.M.W.O. OFFICE: ANO MUST
BE: SIGNED 'AND N'PRO\IEO BY THE: CITY OF CARLSBAD'S DEPUTY CITY
, ENGINEER ANO THE UTILITY OP£RATIONS' PUBLIC WORKS MANAG£R. I I ' I . ,_, : ,· +. A PR£CONSTRUCTION CONFER£NCE: MEE:TING SHALL Bl! H£LO A MINIMUM OF 7
DAYS BEFORE: I CONSTRUCTION BEGINS. 7HI! CONTRACTOR SHALL NOTIFY mE:
CITY OF CARLS/;JAO ENGINE£RING INSPECTION 413 HOURS PRIOR TO BEGINNING
i OF CONSTRLJCTlpN, TFLEPHONE: N0.(760) 438-3891 FOR SCHEDULING.
~ THE: CONTRACTOf SHALL NOTIFY THE: CITY OF CARLSBAD THENGTINEERING IONNSPMECTIYOB~
1 DE.PARThl£NT 4.., HOURS PRIOR TO STARTING WORK SO A INSPECTI A ~
I PROVIDED -TE}EPHONE NO. (760)438-3891. , • •
~ NO TREES oRj STRUCTURES SHALL Bl; ALLO~O IN me WA 1ER LINE: E:ASEMENT,
,• ALL EXISTINGl TREES ANO STRLJCnJRES SHALL Bl! ' REMOVED PRIOR TO
COMMENC£M£N'/f OF WORK ~ ANY EXCEPTIONS SHALL RE:QLJ/RE: WR!T7EN ·
[ I " ' • i PE:RMISS!ON FRqM THE: DISTRICT ENG/NEE~.
f, ALL BURI£() C,OPPER PIPING AND APPLJR1ENANCES SHALL BE PR01EC1EO BY
M£AN$ OF CA THOOIC PR07ECTION, IF DEVELOPER/OWN£R CONDUCTS A SOILS
JEST REPORT I ANO DEMONSTRA 1ES mA T PROJECTION CAN 8£ P£RFORMED IN
. AN07HER MAN~ER, 7H£ 0.ISTRICT ENGINEER t'i1LL CONSIDER AN AL}£RNA TIVE
FORM OF PRO~CTION, '
~-me EXACT H()RIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF
mE: FIRE: LINE: LOCA 1EO BETWEEN me: DE:1ECTOR CH£CK VAL v1r ANO BUILDING
, SHALL 01! D£TERMINE:O 0Y 7J-/E: Cl TY OF CARLS0AO FIRE: MARSHAL
9. ALI. POTABLI! WA1ER AND RECYCLED WA1ER SERVICES SHALL BE: 1• ANO ALL
, MEIERS SHALL ,BE 5/8" (UNL£SS 07HERWIS£ ('101EO ON PLANS).
i'o. ALL WA 1ER M~TER BOXES SHALL £i 17" X JO" X 12• PC>L 'tM[R CONCRETE AS
: MANUFACTURED BY ARMORCAST OR EQUAi., . · ' ' i, I •
1;,. MINIMUM SPACING 8ETWE£N POTABLE: WA 1ER LA 1ERALS ANO SEWE:R SERVICES SHALL
, BE (0 FEET. i .
1~. TH/i ' TOP OF WA 1ER METFR BOX£$ .SHALL BE: FLIJSf/ WITH THE FINISHED SURFACE
, GRADE. 1·· , '·... -
IJ .. CONSTRUCTION OF WATFR MAINS AND RECYCLED WA1ER MAINS SHALL ADH£RI! TO
' m£ "CRITERIA! FOR 7HE SE:PARATION OF WA7ER MAINS ANO SANITARY SEWE:Rs•
PUBLISHED BY /fl! STA TE OF CALIFORNIA '5 DEPARTM£NT OF' H£AL TH S[RWCES,
14 •• AXIAL DE:FlECTl,ON AT THE: PIPE: JOINTS ARI! NOT ALLOWE:O:. 7HI; USE OF' A HIGH-
: DEFLECTION COl,/PLING AT A PIP/! JOINT MAY B! P£RMITTEO BY THE: INSP[CTOR ON
i A CASE: BY CASE: BASIS NOT TO EXCEED ·4 DEGRE:ES TOTAL DEFLECTION PE:R
i g~t~ING (2 DiGREES/£ACH GASK£T), LJSII CERTAIN7E£0 "VINYl..~IRON" HD. FOR
i . . "DECLARATION OF RESPONSIBLE CHARGE" ~ ' I . I ' - - . . '
I HE:REBY DECLARE: THAT I AM 7HE: £NG/NEER OF' WORK FOR m,s PROJECT, THAT I
HA VE EX£RCISEI) RE;,PONSl8Lt CHARGE: O'tf:R THE 0£S1GN OF' 7HE: PROJECT AS
DEFIN£0 IN SECTION. 670J OF 7HE: BUSINESS ANO PROFESSIONS CODE. AND mAT
THI! DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
/uNDERSTANO mAi mE CHECK OF PROJECT DRAW7NGS AND SPECIFICATIONS BY
7HE CITY OF CARLS/;JAD DOES NOT R£L!EVf ME AS £NG/NEER OF WORK, Of' MY
~ESPONS!BILJTIES FO~ PROJECT DESIGN, '
FIRM: . · K & S ENGINEER/NG ·
~DDRESS: • 7801 MISSION CENJER COURT. SUITE: 100
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. ST. · SAN DIEGO, CA 92108 CITY, .: _-=.;:.:...:;=7""--'::.::.,:'7---.,..--.,.-, '
TfLEPHONt:· -7''-'f.-F.,,.-z/''--s,,;~------,--;
~..,._•--'----,--DA TE:: I~• of'-., 7
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SIGNING AND STRIPING NOTES
I. THE: CONTRACTOR IS RESPONSIBLE: FOR INSTALLING ALL SIGNING ANO STRIPING.
2 SIGNING. STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO 7HE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVIC£5 (FHWA'S MLJTCO 200J REWS!QNI, AS
AMENDED FOR USE IN CALIFQRNIA). CAL TRANS STANDARD SPEC/FICA TIONS ( JULY 2006
OR LA 7EST VERSION TI-IEREOF), mtse: PLANS AND 7HE: SPECIAL PROVISIONS.
J. ALL SIGNING ANO STRIPING IS SUBJECT TO 7HI; APPROVAL OF 7HE: PUBLIC WORKS
DIR£CTOR OR HIS REPRES£NTA TI\IF, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM TH£SE: SIGNING ANO STRIPING PLANS SHALL BE: APPROVEO BY TH!
ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE: IN THE: FIELD.
S. ALL SIGNING ANO STRIPING SHALL BE: R£FLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL 8£ REPA/N1EO TWO WE:EKS AFlrR INITIAL PAINT/NG. Sl(;N/NG SHALL US£
ENCAPSULA 1EO L£NS REFLECTIVE: SHE£TING (HIGH IN1ENSITY OR £QLJAL).
6• ~~gRMX~K,t~L IJiI£~TAfo~~ P~MfilREE1JMP~?ftN71tlulfTl~lfEikJJldf.1NJLtNfe:
RE:STOREO TO A 'LIKE: N£W" COND!TlON, IN A MANNER MEETING mE N'PROVAL OF n-,e
CITY INSPECTOR,
7. E:XACT LOCATION OF STRIPING ANO STOP LIMIT LIN£$ SHALL BE: APPROVED BY 7H£ ·
PUBLIC WO,RKS DIRECTOR OR HIS REP~SENTA TIVE: PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONF/JCTING PA/NIED LINESb MARKINGS ANO PAVEMENT
L£GENOS BY GRINDING. DEBRIS SHALL 8£ PROMPn. Y REMOVE BY. THE: CONTRACTOR.
9. ALL PA \IEMENT LEGENDS SHALL 81! mE: LA 7EST VERSION OF7HE: CAL TRANS METRIC S1ENC!LS.
10. LIMIT LINES ANO CROSSWALKS $HALL BE FIELD LOCA 1EO. CROSSWALKS SHALL HA VE 10'
INSIDE DIMENSION UNL£SS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PA VEM£NT LEGENDS
SHALL BE: mERMOPLASTIC UNLESS omERt'i1SE: SPECIFIED.
12. FIRE: HYDRANT PAVEMENT MARKERS SHALL CONFORM TO mE CALIFORNIA MANUAL ON.
UNIFORM TRAFFIC CONTROL DEVICES (FHWA '5 MUTCO 2003 REWSION1; A.~ AM£NDED
FOR use IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRAW7NG M-19.
13. ALL M£0/AN NOSES ANO FLARES SHALL BE: PA/NIED 'rRLOW.
14. ALL SIGNS SHALL BE: STANDARD SIZE AS SHOWN IN 7HI! CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCO 2003 REVISION1, AS A.M£NDEO FOR LJSII IN
CALIFORNIA) LJNL£SS OmE:RWISE: SPECIFIED. . ,
15. SIGN POSTS SHALL BE: SQUARE: PERFORA7f0 STF£L TIJBING t'i1TH BR£AKAWAY BAS£ P£R ·
SAN DIEGO RE:GIONAL STANDARD DRAW7NG M-45.
·16. WHEN A SIGN IS ATTACHED TO A POLE:, IT SHALL BE: MOUN1EO USING A STANDARD CITY
OF' CARLSBAD MOUNTING BRACKET 'M1H STRAPS.
17. EXISTING SIGNS REMOVED BY THI! CONTRACTOR SHALL 81! DELIVERED BY THE CONTRACTOR
TO ]He CITY OF CARLSBAD PUBLIC WORKS YARD AT 40S OAK A VENUE
18. ALL SIGNS SHOWN ON THESE: PLANS SHALL Bl! NEW SIGNS PROVIDED ANO /NSTALLEO BY
7HE: CONTRACTOR EXCEPT mose: SIGNS SPECIFICALLY SHOWN AS [XISTING TO BE:
R£LOCA 1EO OR TO R£MA!N.
19. (IF NEC£SSARY) 'MIER/! R4-7 SIGN ANO OM1-3 OBJECT MARK[R ARE: TO BE: INSTALLED
IN A 2-FOOT t'i1DI! MEDIAN NOSE:, 7HE: R4-7 SIGN SHALL BF: 1B'x24• ANO mE: OM1-J
OBJECT MARKER SHALL BE: 12"X12'
INDEX OF SHEETS
SHEET 1 TIRE: SHEET, NOTES & LEG[NO
SHEET 2 STREET PROF/LI!
REFERENCE DRAWINGS
DWG. NO. 140-5
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CITY . Of' OCEANSIDE
711
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 7HESE: PLANS WAS GE:NERA 1EO BY LAND
SURVEY METHODS FROM INFORMATION GA TH[REO ON JUNE ,
20 J1L BY K&S ENG/NE:[RING ,
TOPOGRAPHY SHOWN H£REON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
mis PROJECT 15 LOCATED mm!N . ASSESSORS PARCEL NLJMB[R(S)
20.3-102-16-00
Tl-IE CALIFORNIA COORDINATE INDEX OF THIS PROJECT !$:
N 3.37 F:: 1685
BENCH MARK
PACIFIC
OCE";AN
CITY Of' ENCINITAS
NOT TO
SCALE
CITY Of' VISTA
VICINITY MAP
NTS
AVIARA DR
CARLSBAD MUN~SJPAL WATER DISTRICT
OJ'II---1/yos
DAVID A. HAUSER DATE
DEPUTY CITY ENGINEER R.C.E, 33081 EXP. 6/30/08
It. T"
WORK TO BE DONU
me: IMPRO\IEM[NT WORK SHALL 8/! PERFORMED IN ACCORDANCe w,m 7HI!
FOLLOW7NG DOCUMENTS, CLJRR£NT AT ml! TIME: OF CONSTRUCTION, AS DIRECTED
BY THI! CITY ENGINEE:R, .
I;
2.
J.
4.
s.
CARLSBAD MUNICIPAL CODI!
CITY OF CARLSBAD £NGIN££R/N(I STANDARDS
THIS SET OF PLANS
RESOLUTION NO./ RP 04-11 DA 1EO N'RIL 04, 2006
THE: STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). · . I '
6. SOILS RE.PORT ANO RECOMMENDATIONS BY WNJE: & MIDDL£TON ENGINEERING. INC.
. DA 1ED SEPTFMBER 15. 2004 & OCTOBER 1!1 2007. .
7. TH! SAN DIEGO AREA REGIONAL STANDARD DRAWINGS° ANO AS MAY Be MODIFIED
BY 7HI{ CITY OF CARLSBAD STANDARDS. .
a CALIFORNIA COASTAL COMMISSION D£VELOPMENT PERMIT CONO!TlONS
DATFO N~
9, STORM WATER POLLUTION PR£VENTION PLAN PREPARED BY N/A DA 1EQ______ W0/0 NO. 9 ~75 ..
10. STORM WA 1ER MANAG£M£NT PLAN PREP;\R£1) BY _ _,_,K=&=-S~£~NG=/N=£=E=Rl~NG~--
DA 1EO MARCH 2007 , 'SvJ MP 07• It
11. CALIFORNIA STORM WA 1ER QUALi TY ASSOC/A TION BMP . CONSTRUCTION HAN0/300K
ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL .
. ~.
DESCRIPTION
1• WATER SER~ CONNECTION
(IRRIGATION) 5/&' W METER &: BACKFL0\11 PREVENTER
LEGEND
DWG; NO. • SYMBOL
CMWD DWG. NO, w:..4, W-8 -@
tMWO DWO. NO. W-4, W-8 --0
GATE VALVES~·~~--,._)·CMWO DWO. NO'. W-16 ~
SAWCUT EXISTING A.C, PA'vl:MENT -
QUANTITY
• £EA/ ~ '{ EA/
1 EA/
fAC PAVEMEN'f <:iltlNI) j OVE!:IJ.'( .
I tZZZZZZJ
6" P.V.C. SEWER LATERAL
CURB AND GUTTER TYPE G
CONC. SIDEWALK
A!f. PA \IP!IENT(PER STREET NOTE1)
( 4 AC/fi" A.El. MIN.) .
CMWO DWG. NO. S-7
SDRSD G-2
SDRSD G-7, G-11 *
PROPOSED 2rt DRl'vl:WAY SDRSD G-14A*
PROPOSED (3) SIDEWALK
NDERDRAI"'
PIU>PO!'>EP , •. PVC SEWelt M.'LN SDR 35 r~
PP.t>PPSED &f:Wi;.tt 1"1""11\~t.e
(619)296-556$
--® 4 EA
50 LF
r • • ~ " -.. 275 SF
71'4)SF
200 SF
z.41 3 EA
::;;;)
22.SLF
1 EA &
K&S ENGINEERING
Plonning En~ineering Surve~ng
7801 Mission Cen\(J Court, Suite 200
Son Diego Co. 92108
SUSMP PROJECT PRIORITY: HIGH
CITY OF CARLSBAD FIRE DEPARTulENT
REQUIREMENTS
NO. Of' f.H.(s).J!Lf'.FLOW 111 G.P.M. OUT Of' ..J!...F,H.(S).
, SPRINKLED M:~VNO. • • f.A.OW 1!e.2. G.P .M.
/j. ~ Oi
DATE
4 TOWNHOUSE UNITS
1111.E SHEET
APPROVED1 DAVID t;.':'.1s~ _
✓-7-20/11
DATE
DESCRIPTION: SET 2.5" DISK (STATION NAME: CLSB-130)
LOCATION: SE' CORN[R Of QRA!NAG! BOX !NI ET AT IHE END Of CURB
RETUIJ' ~ THE NE CORNE:R OF GRANO AV & WASHINGTON sr.
1---1---1-----------------,1----+--,-t---+---I DEPUTY CITY ENGINEER PE 33D81 EXPIRES 8 3D D8 DATE
RECORDED: 5_1B~OOI :
£LEVA TION: 40. 91 DA TUM: NGVD29 '
DATE INITIAL DA 11! INITIAL DA TE INITIAL D'Mi BY: --,,--,,-PROJECT NO. DRAWING NO. ~~ ~~ ,ritri MS 04-17 451-1 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAi. CITY APPROVAi.
r
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'
f [ •, '
J
1 ~. ----·-'---------. ---·--. .. -~ .. _,t...,.lllli, : ,:1:
"
I • : . . .
:
I
S.A'IT CUT -
' !
' '1 . -I----+---+--l---+---+--+--1-C' --+1----1--+l---+---+---+-l---+----11----+ ·.-+---+---+---I--+---+---+-~
'----:-! ·, i
I
, ! I -1---1---1---+---+----11----l----+---+----+---'---1--+-l----f---+---+--+--+----ll---+---+-----+--+---l--+---f---+----+----·~. -+---+----+---t--t---+--l---1--l-----1------l
! : I
-1--,-.,,_+-·-+--+--+--lfii·CJ---~--'-f'-l --+-'-+-++---+--1----'-+-,--+---+--+---+--+--+--+-+--+--1--+--+---+--+---+--+--+--+-+--+-· -+--+--1
' 1 ... ..
' I' ··---1----+---+--+--I---+---+---+---+--
'
: --i--, --· i \ -l--,---+---'-f----+1---lf--.~+--~..._-E-X-I 1-, .-ED-.fGE-+E--l--.f-1' l---+.--PR-OP4P-SED--+;--'\--\+-~+--+-,.-+--+--+--1--+--+· . -·+---+----+---l'---l------1---
1
,,.;,.,, ..,.., l CJRB Of AVEM ' Of P VEMEN ' ,1,vr n, •-1 :-i I •
• PROPO ED TOP Of CU
21, 25 • · " I J, +so I 21-75 · 28· oo 28, 25 28· ~o 28, 15 -1---+--+--+---lf---+--+---+--+--+.-+-1--!--+--+-'-'-+-='-l-'--t-·~-+--l---+----1---+---+---t---l··--+--+--I---+-----+--1---+--1------+-----+---+--
PRf t:'fLr -M. o,s~w "TREET
I
-1---+--+-· +-f--.-+--'-·+--+--4--11--' -!--+ I , :
. '
'
A : HOR • 1'~-1.11---+--+--+---+--lf---+-"-+-··•-l----l----+---+--+-""-I---.J-.--
I VER 1';'
I
l
--3
f-41.200--+r1---1-~,
A 47.000..'.'.:
/'
.___I, -
I i
10'
CURB DATA TABLE
NO. DE;L TA OR BRG. RADIUS LENGTH REMARKS
1 S34'01'08"E -52.2 6" CURB &: GUTTER, SDRSO G-2
-.
1D 5-
GRAPHIC SCALE
PROPOSED CONCRETE ..\ GUTTER PER .
SDR G-2 _/ =-
PROPOSED CONCRETE
DRIVEWAY PER SDR G-14
REMOVE, REPLACE&:
EXlEND A.C. PAVEMENT
4• A. C./6' A. B. MIN.
(SEE STREET NOTE 1)
r .. ~r===:ji-i ( IN FEET ) '----,,---;:;:PA~R:T::S'~.:=~ .... , vi IL
• 1 Inell a 10 :It. ._, ' -MUll1 ~iav1ca '(: FDFJ} 'r'11-'414 > <t -. -ANH.a 15AU. VAlve, &A1f• 177W. ~
> -2"COl'\fl<MII' AllAPrfP.
-2• ~3• Nlf'Pl-1!
-1•C.01'11' (Mil' I\PAPlE-~
-1• p1.,v"s "' '--C-C F'Pf.~ ' -
5.2'
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r.:. ... 1" .... ".._N_& ... L-~-~r"\Of_, 5_....,___-'\.· WAl~R OafAIL
· NTS
CAUTION!
NOTE: • .
LOCATION OF EXISTING UTILITIES SHOWN ARE
APPROXIMATE.CONTRACTOR SHALl POTHOLE
AND VERIFY LOCATION AND DEPTH OF EXISTING
UTILITIES PRIOR TO ANY KIND r2 CONNECTION
DR ACTIVITIES.
-
50' EXISTING R /W
2r1 30'
:I: 15' .
I
~ I
;-;!STING AC
~ Y.0-\.,v, :'\~
'-SAW CUT LINE
EXISTINO DRIVEWAY-I
MADISON STREET ·
I ---1-
i
NOT TQ SCALE STA. 26+08.37
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