HomeMy WebLinkAboutDWG 430-6; CT 04-18; OCEAN MIST CONDOMINIUMS; 01-02GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£
CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LIST£D HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. TH£ 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 OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMIT7ED 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 T£ OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON TH£ PERMIT7EE'S POLICY IN TH£ MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF _A .. AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE..
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPR/A T£ AGENCIES.
6. REVISION OF THESE PL.ANS MAY BE REQUIRED IF TH£ PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCT£D PRIOR TO THE DEADLINE DAT£ OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/T7EN APPROVAL
OF TH£ CITY ENGINEER, NOT£D WITHIN TH£ REVISION BLOCK, ON THE
APPROPR/A T£ SHEET OF THE PL.ANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. TH£ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY THE
CITY.
10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES. SHALL 8£ SUBMIT7ED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF
CALIFORNIA, PR/NC/PALL y DOING BUSINESS IN THE FIELD or APPLIED SOILS
MECHANICS. TH£ SOILS REPORT WILL BE SUBMITT£0 TO TH£ CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS or COMPLETION or FIELD T£STS. THE
WRITTEN PIELD COMPACTION REPORT(S) SHALL 8£ IMMEDIA T£L Y SUBMIT7ED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION or TH£ FIELD T£STS.
12. A PR£CQN$TRIICDON MUTING SHAU B£ Hao AT THE S{Tf PRIOR TO THE
BEGINNING OF WORK AND SHALL 8£ ATT£NO£D BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPECTS or TH£ WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING TH£ INSPECTION LIN£ AT (760) 4J8-J6J4 AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE
PRIOR TO SCHEDULING.
1 J. ALL INSPECTION REQUESTS OTHER THAN POR PRECONSTRUCTION MEETING WILL BE
MAD£ BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LIN£ AT
(760) 4J8-J891. INSPECTION REQUESTS MUST 8£ RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECVON IS NEEDED INSPECTIONS WILL 8£ MADE
TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AP7ER
2: 00 P.M. WILL 8£ SCHEDULF.D FOR TWO PULL WORK DAYS LATER.
14. TH£ OWNER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAPETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONPORMING TO ALL LOCAL,
STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. TH£ CONTRACTOR SHALL CONPORM TO LABOR COD£ SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN or SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIP£ INSTALLATION
THEREIN. THIS PLAN MUST 8£ PREPARED POR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IP TH£ PLAN VARIES FROM THE SHORING SYST£M
STANDARD$ £$TARI 1$HfQ BY THE CQNSTR/JCVON SAFETY QRQFR$ TIT/ E 8
CAL/PORN/A ADMIN/STRA TIVE CODE, THE PL.AN SHALL BE PR£PAR£D BY A
REGISTERED ENGINEER AT THE CON TRACTORS EXPENSE. A COPY OF THE. OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO TH£ INSPECTOR PR/Of? TO
E.XCAVA TION.
16. IP ANY ARCHAEOLOGICAL RE.SOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATION$ mu C[ASF IMM[DJA TFI )". AND THE.
PERMIT7EE WILL NOTIFY THE. CITY ENGINE.ER. OPE.RATIONS WILL NOT RESTART
UNTIL THE P£RMIT7EE HAS RECEIVED WRITT£N AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A T£D
GRADING EQUIPMENT SHALL BE LIMIT£D TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSE.T EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCT£D ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT TH£ ENGINEERING DEPARTMENT COUNT£R.)
18. ALL OFF-SIT£ HAUL ROUTES SHALL BE. SUBMIT7ED BY THE. CONTRACTOR TO TH£
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BE.GINNING OF
WORK. THE. CONTRACTOR SHALL BE. RESPONSIBLE. FOR ANY DEBRIS OR DAMAGE.
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESU/ T OF THE
GRADING OPE.RATION.
19. NO BLASTING SHALL BE COMME.NCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. TH£ EXISTENCE AND LOCATION or UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PL.ANS WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE
RECORDS. A T7ENTION IS CALLE.D TO THE POSSIBLE £X/ST£NCE OF OTHER
UTILITY PAC/LI TIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWl'J ON TH£ PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROT£CT THE. UTILITIES SHOWl'J ON THE. PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SIT£ SUFFICl[NTL Y
AHEAD OF THE CONSTRUCTION TO PE.RMIT THE REVISIONS OF THE. CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONPLICT WITH
TH£ PROPOSED WORK.
22. TH£ CONTRACTOR SHALL NOTIFY AFFE.CT£D UTILITY COMPANIES (SE£ BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCtlON NE.AR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7J4J
PACIFIC BELL (800)892-0123
ADELPHIA CABLE COMMUN/CA T/ONS (760)438-7741
COX COMMUN/CATIONS [760)806-9809
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980
"CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WAT£R) (760)438-2722
"SAN DIEGUITO WA T£R DISTRICT (760)6JJ-2650
"LEUCADIA COUNTY WATER DISTRICT i 760)753-0155
"'VALLE.CITOS WA T£R DISTRICT 760)744-0460
"OLIVENHAIN WATER DISTRICT 760)753-6466
"BUE.NA SAN/TA TION DISTRICT (760)726-JJ40 * AS APPROPRIA T£
·------------------·--------------
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED APT£R "R" VALUE
T£STS HA VE BEEN CONDUCTED BY A PROFESSIONAL [NG/NE.ER or THE STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED
SOIL MECHANICS, ON TH£ PREPARED BASEMENT SOIL. THE "R" VALUE. T£STS
AND THE ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMIT7ED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEPORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE. SHOWl'J ON THE.
"AS-BUILT" PLANS. NO DIRECT BUl?IAL STREET LIGHT FOUNDATIONS WILL B£
ALLOWED. ALL LUMINAIRE.S SHALL 8[ ·cur arr· TYPE.
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUT7ERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE. SHALL 8£ REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,J50. POR PR/VAT£ STORM DRAIN PIPES, UP TO 15" PVC MAY BE.
UTILIZED PROVIDED DEPTH IS LESS THAN 15 PEET AND BACKFILLED WITH
J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4
FOR SOR J5 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 COMPACT£D SOILS. IN OTHER AREAS THE. PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL 8£ INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE COD£.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF TH£ CITY
OF CARLSBAD LANDSCAPE. MANUAL.
8. FIRE HYDRANT MARKE.RS SHALL BE PL.ACED IN THE STREET WITHIN THE LIMITS
OF WOf'IK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT AR£ DISTURBED BY THIS WORK SHALL BE. RE.ESTABLISHED, PERPETUATED, AND DOCUMENTED PE.R THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SE.TS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE. CITY
ENGINE.ER/NG INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE. CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYST£M -DESIGN
CR/T£RIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD
SPEC/PICATIONS, MARCH 199J, AND TH£ STANDARD SPECIFICATIONS POR
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 or THE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEPORE ANY CONNECTION TO TH£ DISTRICT'S EXISTING SYST£M, A PERMIT
SHALL BE OBTAINED FROM THE. DISTRICT. IT MUST BE. SIGNED AND APPROVED
BY THE. DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
or WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOT/PY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO TH[ BEGINNING or CONSTRUCTION.
(T£LEPHON£ NO. [760] 4J8-J891)
WATER NOTES
1. WA T£R & RECYCLED WA T£R MAIN AND APPURT£NANC£S SHALL BE CONSTRUCT£0 IN
ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S WATER SYST£M
DESIGN GUIDE., SPECIF/CATIONS AND STANDARD DRAWINGS, MAY 2003 OR AS AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFE.TY AND PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE
ANY EXCAVATION AND SHALL ADHERE. TO ALL PROVISIONS OF THE. STAT£ CONSTRUCTION
SAFETY OROERS.
3. BEFORE ANY CONNECTION OR SHUT DOWIV OF VALVES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL 8£ OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE. SIGNED AND APPROVED BY TH£ CITY OF CARLSBAD'S DEPUTY CITY ENGINEER
AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUCTION CONFERENCE. MEE.TING SHALL BE. HE.LO A MINIMUM OF SEVEN (7)
DAYS BEPORE CONSTRUCTION BE.GINS. CONTACT THE. CITY OF CARLSBAD ENGINE.ER/NG
INSPECTION DEPARTMENT -T£LEPHONE No. (760) 4J8-J891 FOR SCHEDULING.
5. TH£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -T£L£PHONE No. (760) 4J8-J891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN TH£ WATER LIN£ EASEMENT. ALL
E.X/STING TREES AND STRUCTURES SHALL 8£ REMOVED PRIOR TO COMMENCEMENT
OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY
or CARLSBAD DEPUTY ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURT£NANC£S SHALL BE PROTECTED BY MEANS
OF CA THOD/C PROT£CTION. IF DEVELOPER/OWNER CONDUCTS A SOILS T£ST REPORT
AND DEMONSTRATES THAT PROT£CTION CAN BE PERFORMED IN ANOTHER MANNER,
THE DEPUTY ENGINEER WILL CONSIDER AN AL T£RNA T£ FORM OF PROT£CTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE
FIRE LINE LOCA T£D BETWEEN THE OET£CTOR CHECK VAL VE AND BUILDING SHALL 8£
DET£RMIN£D BY THE CITY OF CARLSBAD FIR£ MARSHALL.
9. ALL RECLAIMED WA T£R MAINS AND APPURTENANCES SHALL BE CONSTRUCT£D IN
ACCORDANCE WITH THE "CARLSBAD RE.CL.AMA TION RULES AND REGULATION POR THE
CONSTRUCTION OF RE.CLAIMED WA T£R MAINS -CARLSBAD MUNICIPAL WA T£R DISTRICT",
OCTOBER 199J OR AS AMENDED.
10. ALL POTABLE WA T£R AND RECYCLED WATER SERVICES SHALL BE 1• AND ALL METERS
SHALL BE 5/8" (UNLESS OTHERWISE NOT£D ON PL.ANS).
11. ALL WATER MET£R BOXES SHALL BE 17"xJO"x12" POLYMER CONCRE.T£ AS MANUFACTURED
BY ARMORCAST OR EQUAL.
12. MINIMUM SPACING BETWEEN POTABLE WA T£R L.A T£RALS AND SEWER SERVICES SHALL
BE 10 FEET.
1J. THE TOP or WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURPACE
GRADE.
14. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA roR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CAL/PORN/A'S DEPARTMENT OF HEALTH SERVICES.
··---------------------"""--
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I I I I 203-261-08 I 20\2~1-07 I 203-261-07
I CONDOIIIINIVMS OFFICE COMMERCIAL
__ _j _______ ,, OAK AVENUE ,, ~ ~
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WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERPORMED IN ACCORDANCE WITH TH£
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRE:CT£D
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL COD£
2. CITY or CARLSBAD STANDARDS
J. TTi/S SET or PLANS
4. RESOLUTION NO. PC 5825 DAT£D 1/19/05
5. TliE. STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
I
~
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-6. SOILS REPORT AND RECOMMENDATIONS BY~G=E=OS=O=/L=S'-"-IN"'C ________ ~
I I DAT£D JUNE 21, 2004 I I
I rB I 203-260-16 / 203-260-l5 I I GIFT SHOP SURF 51-!0P
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7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
i".'~I !:'l ~ I ~-J_ __ SITE "'12 "" 12 I= 12 :1 9 z ~~ ~z Ow Ow
203-260-02 203-260-04 ~~ l~~I I ;e ~ I . "' N « r,:,~ 5, APARTMENT 3350AIA 8~ 0 ;:: •;:' N--c IN...,, 2 "<
0~ N --C §I -----I 203-260-03
ZONE: R3 • SFR _J_j_ _ _J__ I ~---
' LL 0 ,-!.
::t: <.!) ..... c,£
CJ
SC 0 c,£ -' .....
SC
200'
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8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED 1/19/05 (CITY OF CARLSBAD CDP 04-J6)
9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS
POR WA T£R, SEWER AND RECLAIMED WATER.
10. STORM WA T£R POLLUTION PREVENTION PLAN (S'l'IPPP) PREPARED BY N/A
DATED N/A WDID No. 9J7C
I I 203-260-11
40' ,a· APARTMENTS I
c,£
203-260-16
APARTMENTS I
11. STORM WA T£R MANAGEMENT PL.AN (SWMP) PREPARED BY RESOURCE DEVELOPMENT CORP
DA TED OCTOBER 8, 2004.
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12. TH£ CAL/PORN/A STORM WAT£R QUALITY ASSOCIATION (CASQUA) STORM WATER BEST
PRACTICE CONSTRUCTION HANDBOOK AND STAT£ OF CALIFORNIA DEPT OF TRANSPORTATION
CONSTRUCTION SIT£ BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LOCATION MAP
LEGEND
DESCRIPTION SF'ECIFICA TION SYMBOL QUANTITY
EXISTING P,/W
~,,. MAFlfiil-=:l -:..·r·,,: .
\
\
\
SITE
335 OAK AVENUE
VICINITY MAP
C/l
NEW AC PVMT & BASE
AC OVERLAY
6" PCC CURB & GUTTER
PCC SIDEWALK
PCC DRNEWAY APRON
6" AC BERM
2' W~TER SERVICE WITH MANIFOLD
5/8" DOMESTIC WATER METER
3/4" IANDSC'APE WATER METER
6" FIRE SERVICE CONNECTION
DOUBLE DETECTOR CHECK VALVE
4" AC/ 6" CL II BASE
11/2" MIN THICKNESS
SDRSDG-2
SDRSDG-7 ' • •.. v,I •"" • • • ; : . ·-...
SDRSD G-14B & CBAD GS-12 ==!1L>c_;;?.:r::~ ==
SDRSD G-5, TYPE A
DETAIL, SHT 2
CBAD STD DWG W-3
CBAD STD DWG W-3
CBAD STD DWG W-15 & 16 -'w ---@
CBAD STD DWG W-22 --0-0---
6" PRNATE SEWER MAIN CONNECTION CBAD STD DWG S-7 --s --
6" PRNATE SEWER MAIN CLEANO\JT
TYPE B SfORM DRAIN CLEANOUT
CBAD STD DWG S-6
SDRSD DWG D-10
EXISTING R/W
-s----@
~
ORIGINAL P./W
-----------------~0'----------------~+-------------30'-------------i
10' STREET VACATION
i---------.20'-----------i--------,20'-----------i--------20'--------i----1'0'----i---PERDOC02-0445744-
REC 05/24/02
12'±
EXISTING 1 • • 1 • VARIES-i------EXISTING ------i~-1EXISTING AC PAVEMENT ---1--7'± NEW AC --1 ----5''---~-~r-NEW 5' PCC SIDEWALK
SIDEWALK AC Pl/MT & BASE RESURFACE TO C/L --. I Pl/MT & BASE I I I
------2'1/o 2% 7':=~===i-----~ ------'~-----------------=::..•.:...-7T----i1==-==J-t-·-7-': \--,-:-c.==.::::::;::;.;:::;::;.._._-.<-....-...,......,.,...~,.7--:-7'.~~:-:::-:::-,."'.""--:--~~-;-,-,-""""'-,_.,.~~ k""';" ~ ~ ~·-I
/·-' "L..-,:...·:-·-0-~-'-' '"'"'""'.-' --' --•~-'-·--TI = S.0---·""----' -~·-~ , '.;,.,;,+,0c_,,,.:; EXISTING GRADE
EXISTING PCC CURB & GUTTER MIN SECTION 4• AC/ 4• AB NEW PCC CURB & GUTTER
"DECLARATION OF RESPONSIBLE CHARGE" TYPICAL SECTION -OAK AVENUE
NO SCALE
~<'11;~~: ·: ,_.,-: __ _.,' _., OWNER/DEVELOPER
800 S.F.
960 S.F.
50 L.F.
280 S.F,
240 S.F.
83 L.F.
2 EA.
5 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
1 EA.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK POR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE-PROJECT AS DEFINED
IN SECTION 670J OF TH£ BUSINESS AND PROPESSIONS CODE, AND THAT THE DESIGN IS
CONSIST£NT WITH CURRENT STANDARDS.
-&. .f3PIAN • ~ , OQNALD ·, ALBEIIT BOVENZI Al'ID SANDRA BOVENZI IMNG TRUST
] ,No 26175 .. SANDRA 80VENZI, TRUSTEE
r\ CIVIL * · 3668 CARt.S!!A01!lVD
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
PROJECT LOCATION
THIS PROJECT IS LOCA T£D WITHIN ASSESSOR'S
PARCEL No. 203-260-04
-~r:-f;',:ofessional ' cw..sMO, CA 92008
'\.~'C.-:,--c-; r;."'... (760) 720-4670
'li'oFCAl.1'0
< 09/12/05
FIRM: RESOURCE DEVELOPMENT CORPORATION
ADDRESS: 2410 STROMBERG CIRCLE
CITY, STAT£: CARLSBAD, CA 92008
TELC~or~ 7™4.ZJ.!OK'\
BY: :t5.' '~~ BRIAN DONAtO
R.C.E. NO.: 26175
REGISTRATION EXP/RATION DAT£: 3/J0/06
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD CONTf/OL POINT No. "HWP10"
LOCA TlON: IN TH£ C£NTFR Of TH£ PAI/KfNG LOT ON TH£ EAST S/Of
OF WASH/NIJTVN S71l£[T 40' Nl y or 111[ C[I/TERI.III[ or OAK AV[NIJ[
/?EGOR/) FROM: CITY or CARf.SBAD am; No. D-3556
EI.EVAT/ON: J8.76 DATUM: NAVD89
SOURCE OF TOPOGRAPHY
TOPOGRAPHY. SHOWN ON. TT/ES£ PLANS WAS· GENE.RA TED BY
AERIAL TOPOGRAPfl/C METHODS Fl?OM INFORMATION GA )H[RE.D
()r.! NOVEMBfR 15, 2001 13Y SAN-LO AERIAL SURVE'fS -
TOPOGRAPHY SHOWN 1-/EREON CONFORMS 7V NATIONAL MAP
ACCURACY STANDARDS.
DA 7E'?f.
THE CALIFORNIA COORDINA T£ INDEX or THIS
PROJECT IS N J62 E 1659
CARLSBAD MUNICIPAL WATER DISTRICT
A-er ,,« ~re~_.,, /fl~ bs-
RoBERT J. WG'JCIK D TE
DEPUTY CITY 'ENGINEER R.C.E. 33698 (Expires 6/30/06)
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF F.H.(S)_L_F.FlOl'I 6o¢ G.P.M. OUT OF_I_F.H.(S).
BLDj SPRINKLED ~O ... F.FlOW ~ G.P.M.
( -z....-g._ 1ilv{~
"AS BUILT"
rf( 3::-1, ~ s-/vc&?
RCE?Al7-S-£XP-~1./1Z-DAT£ . ,
RtVlE\l£D BY• a :z,. a.A-
~TDR(J DAT£
fSHVrll CITY OF CARLSBAD II SHEETS I BASIS OF BEARINGS l----t----+--------------+----,----1--t-----l L.!_J. ENGINEERING DEPARTMENT . 2
TH[ BASIS or BfARINGS FOR THESE PLANS IS THE GRID B[AR/IIG t----1----+----------------1-----1---+--+----I :==::::::::..!:::=::::::=:::::==========-===~
BETWEE:N STATIONS "Cf..SB-tJO' AND "CLSB-141" or THE IMPROVEMENT PLANS FOR:
f[1N°';,f:f}-SS:-D sur?VEY CONTT?OL NrnORK Pm Ros 17271. OCEAN MIST CONDOMINIUMS
555 OAK AVENUE REFERENCE.DRAWINGS
/Jaf• , ,.·.. Oescripl/cn . APPROVED qr· . . LLOYD B. HUBBS 011!;/l/o.
102-8
176-5
178-5
259-4
02/0IJ/TIJ57 ~ Pfl/OREX/ST/1/G STORM Of/A/1'1_ _ _ ,t!./4'.<td~,,.~-e;:•~~'7,?,'~-..1~~~~~'ff.!:::,--,----,#~ 05/22/1974 .· :C&G.. N,STOC OAK AT WASH//1/GTOl/t----t---+----------------i------i----i-----t---i CITY ENGTNEE~PE23889 ~31 /05 DAit •
0/J/rY.!fr!U<ieb:C II/. SJO&l)f« AT UNC01./I/ 11\ I\~ -~~ DWN BY: I PROJECT NO. I DR430-AW1NG6NO.
10/24/r9M .•.-.. rx_roo EXIST/NC STOIIM DRAIN ~:~ 0~Nt::K REV!SION DESCRIPTION o:: Ar::::: ~: APP:::~ ~~ ~\ ,,.,#j.,___ ~ 04-18 .
----~_.._.._.._.._..,~ .. _ ... _ .. _ .. ___ .. _ .. _ .. _ .. _ ........... .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ ..... _ .... __ .......................................... _ .. _ .... _ ........ _""""'""" ............................ · .... · .......... --------· ... · -·-·--.. --_ ... ,,/·-... --------·----·-•-'---------·------------·---·-· ·-··--· _., ..... --·--· -----------------------------·-----------------------·------------
. ' _, , ·,
121905 ,
60C
_ _j ___ _
'
---______ , __ _
I
'
----------:---·---
-!---:· .. -----
--·-·-·-·1-·--···----·····r-··-·--···
!
' '
--1------,---+----1--+---+-· ---·-·-r·--·---·-·-!--·
~]~ ' -~ ' ~ J __ . i-...... --t--f -i
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... ·---+·· --+--+--··-·-··-····--·-.. , ...... .
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l i
. I --'---t---+--+----l--+---+---+---+----1----1----L' ---···. ·-·-·····--·-··
---r--
' !--
' ···-·-· ····-··.
l i -r
, ____ ··-····················-·--·--''--····-· ··--·-··-···~--+--+-······+---1----'---+---+--+----l--+--/----+--+----l---l---l----l-----l---i---l---l----Lt __ .)__ _ __j
--...1", ~-~=---l-------+i,--+--1 ----.::... ----
----'--·--·-··· ··t---t--t--t----i-----r--+-+--+--+----:----+---,--r--+---l--+---'---+-+-+---l----+---+--1----l--l~-l--+--~-~__j l L
R/W
r---------------'30'----------------i
'----------20'----------i-----1 '·-----i
r---5'-~i---'5''--i
NEW PCC CURB & GUTTER
1+90 OAK AVENUE
NO SCALE
R/W
1-------------30'------------
~---------2·0·---------------11 ·~· -----1
12' ~----EXAC
0.3%
6.5'
I NEWAC
~ 9-; 3.5%
--'5'---'---5'---'
NEW PCC CURB & GUTTER NEW PCC SIDEWALK--1-~---i
2+:30 OAK AVENUE
NO SCALE
R/W
r---------------30'---------------
i---------2~----------r-----1 '--~-~ 12' ,_ ___ _
EXAC
0.2%
6.5'
I ~~ NEWAC
~-4.0%
r---5''-~+---5'---i
NEW PCC CURB & GUTTER
---+---l--. -·----C---------1-----.-------1 ---!-----l----1---+---1----+--+----1---1----1----l---+----1--
1+00
STATIONING NOTE:
STREET CENTERUNE STATION 0+00 IS LOCATED AT THE
CENTERLINE INTERSECTION OF OAK AVENUE WITH LINCOLN STREET
AND MATCHES THE STATIONING SHOWN ON DWG No. 178-5.
• T
m,::';;.....,_ ... , e!--,d,-t
~
I-NON-<:ONTIGUOUS SIDEWALK -I
,,.._,-1rl-;i;;;;;::;1='.<!:s)--~:;.;::_=.=.:::.=-::.=-.=.-=. .. =-•~•...:J_,
PLAN
3•
ITEM
1
2 "PPET
1+50
3 N DSTDDWGW8
EX!STING 10" AC WATER MAIN ELEVATION
WATER SERVICE CONNECTION DETAIL
NO SCALE
2+00
PLAN -OAK AVENUE
SCALE: 1" = 10'
0 5 10 15 20
2+50
NOTE:
ALL EXISTING SIGNS IN THE IMPROVEMENT AREA, INQUDING
TRANSITION PAVEMENT AREA, TO BE RELOCATED BEHIND NEW
CURB OR AC BERMS.
3+00
--\,/
3+50
---1 1,/ --1,/ --(',I --\,/
I /
TORM_QRAIN_ / _____ _
I x
' I
I
I
I
I
'
2+70 OAK AVENUE
NO SCALE
PREPARED BY:
2410 Stromberg C11de, Carlsbad, CA 92008
Tet (760) 942-110£ Fax: (760) 730-3059
EMail: brian@rdc2000.com
~ LJ)AQ,, /4,s~,~
Brian Donald, RCE 26175 I) CM(
Li:ense Expires 3/3lJ06 BRIAN
NALD
o. 26175 _..,
C!V1L • h
rofes!:fio.
OF C\\S
09/12/05
"AS BUILT"
FU~ 5/te/2o J ,
DATE
<-"lo·/0
DATE
I CITY OF CARLSBAD If SHEETS I l---+--+-----------------11-----1----1---1----1 ENGINEERING DEPARTMENT 2 l----.----+--------------------1-----.-----l---->-----I
1----l--+-----------------11-----!-----1----+--~ IMPROVEMENT PLANS FOR:
OCEAN MIST CONDOMINIUMS
:3:35 OAK AVENUE
APPROVED 13/'A • LLOYD B. HUBBS
t----+--+--------------l----+---+--+---~1~4-~:..6""'""4v:C:="--"-~:::_,--~~'---<c~a~-'<C~-&~·-"'-----W-Wb5
CITY ENGINEER 'PE23889 <EXPIRES 12 31 05 DA TE '
1
DA TE INITIAL DA TE INITIAt' DA TE INITIAL
ENGINEER OF 111:lRK REVISION DESCRIPTION O'THER APPROVAL CITY APPROVAL
DWN BY:
CHKD BY:_~_
RVWD BY:
PROJECT NO.
CT 04-18
DRAWING NO.
430-6
"::"':'7-,_..,."\"~t
121905" •",
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