HomeMy WebLinkAboutDWG 442-5; CT 05-09; BRESSI LOT 33-39; 01-04GENERAL NOTES
/, THIS PLAN SUPERSEDES ALL OTHER PLANS PRH10USLY APPROfED BY THE CITY
OF CARLSBAD REGARD/NC IMPROfEMENTS SHOl'tN ON ll/15 SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/ff: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER AOO/l/ONAL OOCUMENfS USfEO HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL
RE't/SE THESE PLANS '1,1-/EN NON-CONFORMANCE IS 0/SCOfEREO.
3. CITY APPROVAL OF PLANS DOES NOT REUEfE THE DEfELOPER OR ENC/NEER-
OF-'lrORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS 0/SCOfEREO OUR/NC CONSTRUCT/ON. ALL PLAN RE't/SIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER i!fLL BE REQUIRED FOR ANY
'lrORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE's POUCY IN THE MINIMUM AMOUNT
OF /1,000,000.00 FOR EACH OCCURRANCE OF UABIUTY. THE INSURANCE COMPANY
WRIT/NC THE POLICY MUST HA ff: A RA TING OF 'A-• OR BETTER ANO A SIZE
CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS' KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA ff: BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. RE't/S/ON OF THESE PLANS MA Y BE REQUIRED IF THE PROPOSED
IMPROfEMENTS ARE NOT CONSTRUCfEO PRIOR TO THE OEAOUNE OA TE OF TH£
IMPROfEMENT AGREEMENT.
7. NO RE't/S/ONS 'IALL BE MAO£ TO THESE PLANS i!fTHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED i!fTH/N THE RE't/SION BLOCK, ON THE
APPROPR/A TE SHEET OF THE PLANS ANO TITLE SHEET.
8. OR/CINAL DRA!!fNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9, THE ORIGINAL ORA'IANG SHALL BE RE't/SED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-'lrORK PRIOR TO FINAL ACC£PTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR f/f:£ ANO OTHER EM£RGENCY ft::H!CLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCT/ON.
ff. MIER£ TR£NCHES ARE i!fTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURfES. SHALL BE SUBMITTED BY A PROF£SS!ONAL ENGINEER OF THE STA TE OF
CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS
MECHANICS. TH£ SOILS REPORT i!fLL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR i!fTH/N TWO 'lrORKINC DAYS OF COMPLETION OF F/£LD TESTS. THE
WRITTEN FIELD COMPACTION R£PORT(S) SHALL BE /!./MEDIATELY SUBMITTED TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRFCQN'iTRI/CTJQN MFFTJNC SHAii Bf HFID AT THF SllF PRIOR TO THF
BEGINNING OF 'lrORK ANO SHALL BE ATTENDED BY ALL REPRESENTA TlfES
RESPONSIBLE FOR CONSTRUCT/ON, INSP£CT/ON, SUPER't/S!ON, TEST/NC ANO ALL
OTHER ASPECTS OF THE 'lrORK. THE CONTRACTOR SHALL SCHEDULE THE MEET/NC
THROUGH THE PERMIT CLERK(160-,IJ8-389I} AT LEAST Flft::(5) WORKING DAYS PR/DR
TO STARTING CONSTRUCT/ON. APPROfED DRA'IANGS MUST 8£ AVAILABLE: PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON ME£T/NC 'IALL 8£
MADE BY CALL/NC TH£ ENGINEER/NC 24-HOUR INSPECTION R£QUEST LINE AT
(160} ~38-3891./NSPECTION REQUESTS MUST BE REC[lft::0 PRIOR TO 2.·00 P.M,
ON THE DAY BFFOR[ THE IN,PECT/ON IS NFFDFD INSPFCTIONS 'IALL BE MAD£
THE NEXT WORK DAY UNLESS YOU REQUEST OTHER'IASE. REQUESTS MADE AFTER
2: 00 P.M. 'IALL BE SCHEDULED FOR TWO FULL WORK DAYS LATER,
14, THE 0/'tNER AND/OR APPLICANT THROUGH THE DEfELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY OE't/CES, INCLUDING
SHOR/NC, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL,
STATE AND FED£RAL SAFETY ANO HEALTH STANDARDS, LAH6' ANO REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC'nON 6105 BY SUBMtmNc
A DETAIL PLAN TO THE CITY ENG!N£ER ANO/OR CONCERNED AGENCY SHO'IANG
THE DESIGN OF SHOR/NC, BRACING SLOP/NC OR OTHER PRO't/SIONS TO BE MADE
OF 'lrORKER PRO TE CT/ON FROM TH£ HAZARD OF CA It/NC GROUND DUR/NC THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DUR/NC TH£ PIPE /NSTALLA T/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Aft:: FEET {5') OR
MORE IN DEPTH AND APPROfED BY THE CITY £NC/N£ER ANO/OR CONCERN£D
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHOR/NC SYSTEM
STANDARD5 ESTABlt'il/ED BY THE CQNSTl?UCTJQN SAFFTY QRDFRS, Till[ 8
CAUFORNIA ADMINISTRAT!ft:: CODE. TH£ PLAN SHALL BE PR£PAR£D BY A
REGISTERED ENCIN£ER AT TH£ CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INS?£CTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOfERED i!fTH/N ANY 'lrORK ZONE
DURING CONSTRUCT/ON, OPERA T/QN'i IW/1 CDI\'£ l!.ll.lm!A TFI Y AND THE
P£RMITTEE ft/LL NOTIFY TH£ CITY ENGINEER. OPERATIONS ft/LL NOT RESTART
UNTIL THE PERMITTEE HAS RECE/fED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
I 7. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT TH£RETO, INCLUDING
ifAAf/j/,'/fow¼d E:;::NT, Afftf!lruc°ttt1rtiM££1 /!:l1t~3/;THff: A'ts~°tlTEo
CRAOINC EQUIPMENT SHALL 8£ L/1,//TED TO THE PER/00 8£T'rlfEN 7: 00 A,M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO £ARTHMO't/NC OR GRAD/NC
OPERATIONS SHALL BE CONDUCTED ON IIE£KENDS OR HOLIOA YS. (A LIST OF CITY
HOUDA YS IS AVAILABLE AT THE ENC/NEER/NC D£PAR7MENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORK/NC DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 0£BRIS OR DAMAC£
OCCURRING Al ONG THE HAUi ROUT[ OR AQJACENT STREETS AS A RFSUI T Of THE
GRAD/NC OPERATION.
/9, NO BLAST/NC SHALL BE COMMENCED ft/THOUT A CITY £NC/NEER APPROfED
BLAST/NC PROGRAM.
20. THE EXISTENCE AND LOCA T/ON OF UTIUTY STRUCTUR£S AND FACIUTIES SHOWN
ON THE CONSTRUCTION PLANS IIERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASUR£S TO PROTECT THE UT/UT/ES SHOWN ON THE PLANS AND
ANY OTHER EXIST/NC FACIUT/£5 OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL fERIFY TH£ LOCATION OF ALL EXIST/NC FACILITIES
{ABOfEGROUND AND UNDERGROUND} 'IATHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE RE't/SIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT i!fTH
THE PROPOSED !ltl'i'K.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {S£E BELOW} AT
LEAST TWO FULL 'lrORK/NC DA YS PRIOR TO STAR TING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORO/NA TE WORK i!fTH A COMPANY REPRESENTATIVE.
UNDERGROUND SER It/CE ALERT
SOCrkE
SBC
T/1,/£ WARNER
CITY OF CARLSBAD{STREETS AND STORM DRAIN}
,CARLSBAD MUN. WATER DISTRICT {SEIIER,WATER rk REC. WATER}
,SAN DIEGUITO WATER DISTRICT
,LEUCADIA WASTEWATER DISTRICT
,VALLECITOS WATER DISTRICT
,OUfENHAIN WATER 0/STRICT
,BU£NA SAN/TA TION DISTRICT
' AS APPROPRIATE
(800) 422-4133
{800) 660-7343
{800} 892-0123
(160) 438-1141
(160) 4JJ-2980
{160} 438-2122
(160) 633-2650
(160) 753-0155
{760} 1~4-0460
{760} 153-6466
{760} 726-1340
SEWER NOTES
I. ALL 5£/IER MAIN AND APPURTENANC£5 SHALL BE CONSTRUCTED IN
ACCORDANCE 111TH THE "CITY OF CARLSBAD ENC/NEER/NC STANDARDS 2004, •
LA TEST EDITION, ANO THE STANDARD S?ECIFICA T/ONS FOR PUBLIC WORKS
CONSTRUCTION, LA TEST EDITION {GREEN BOOK}.
2. TH£ CONTRACTOR SHALL OBTAIN AN £XCAVATION PERMIT FRO/,/ THE Dl,!S/ON
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL AOHERE TO ALL
PRO't/SIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONN£CTION TO THE DISTRICTS EXIST/NC SYSTEM, A PERMIT
SHALL BE OBTAIN£D FROM THE DISTRICT. IT MUST BE SIGNED AND APPROfED
BY THE DISTRICTS ENGINEER AND SUP£RINTENDENT.
4. BEFORE ANY CONSTRUCTION BEGINS IN ANY PUBUC RIGHT-OF-WAY, A CITY
RIGHT OF WAY P£RMIT SHALL 8£ R£QU/RED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £NGIN££R/NC
INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
TEL. NO. (160} 438-3891.
WATER NOTES
/, WATER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED INACCOROANCE i!fTH
THE "CITY OF CARLSBAD ENC/NE£R/NC STANDARDS 2004" OR AS AMENDED,
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH£ Dl't/S/ON
OF INDUSTRIAL SAFETY ANO PRO't/D£ PROOF OF OSHA NOTIFICATION BEFORE ANY
EXCAVATION AND SHALL ADH£RE TO ALL PRO't/5/0NS OF TH£ STATE
CONSTRUCT/ON SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL fES ON EXIST/NC C.M. W.D,
LINES. A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE: AND MUST
BE SIGNED AND APPROfED BY DISTRICT ENGINE£R ANO DISTRICT
SUP£RINTENOENT.
4. A PRECONSTRUCT/ON CONFERENCE MEET/NC SHALL 8£ HELD A MINIMUM OF 1
OA YS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEER/NC INSPECTION 48 HOURS PRIOR ro BEGINNING
OF CONSTRUCTION (fELEPHON£ N0.{760} 438-3891} FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL 8£ ALLOIIED IN THE WATER LINE EASEMENT,
ALL EXIST/NC TREES ANO STRUCTURES SHALL 8£ REMOfED PRIOR TO
COMM£NCEMENT OF 'lrORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENCIN£ER.
6. THE EXACT HORIZONTAL ANO fERTICAL AUCNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BET'rlf£N THE DETECTOR CHECK VAL ff: AND BUILD/NC
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE 'IATH TH£ "CITY OF CARLSBAD ENC/NEER/NC STANDARDS 2004, •
OR AS Al,/£NDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEfELOPER/Ol'tNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER 'IALL CONS/0£R AN ALTERNATlfE
FORM OF PROTECTION.
CMWD CONSTRUCTION NOTES
1. ALL POTABLE WATER SER't/CES SHALL 8£ 1• ANO ALL POTABLE WATER METERS SHALL
, 8£ 5/8" (UNLESS OTHER!!fSE NOTED ON PLANS).
2, ALL WATER METER BOXES SHALL BE I 1"x30"xl2" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
3. MINIMUM SPACING BET'rlfEN POTABLE WATER LATERALS AND 5£11ER SERVICES SHALL 8£
10 FEET.
4, THE TOP OF WATER METER BOXES SHALL BE FLUSH 'IATH THE FINISHED SURFACE
GRADE.
NOTE
CONTRACTOR SHALL !MPROfE FRONTAGE ALONG EL FUERTE AND GATEWAY ROAO THAT
ARE MISS/NC, DAMA CED OR R£LOCA TED {DR!ft::WA YS. PUBUC STREETS, LANDSCAPING AND
/RR/CATION} AS PART.OF THE 0£VELOPM£NT OF THIS PROJECT.
STREET NOTES
/, ACTUAL STR/JCTUAL SECTIONS frill BE DETERMINED AFTER "R" VAL/JE TESTS HA ff: BEEN
CONDUCTED BY A PROFESSIONAL ENC/N£ER/NC OF THE STATE OF CAUFORNIA, PRINCIPALLY
DO/NC BUSINESS IN THE FIELD OF APPUEO SOIL !./£CHAN/CS. ON THE PREPARED BASEMENT
SOIL. TH£ "R" VALUE TESTS AND THE ENGINEERED STRUCUTRAL SECTION MUST BE SUBMITTED
TO TH£ £NG/NEER/NC INSPECTOR FOR RE't/EW AND APPROVAL A MIN/MUI,/ OF TWO (2) CITY
!ltl'i'K/NG DAYS BEFORE THE WORK BEGINS.
2. STREET UCHTS SHALL BE INSTALLED AS SHOWN ON TH£S£ PLANS. UNDERGROUND CONDUIT
R/JNS. SER't/CE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil r PLANS.
SPECIAL NOTES KEY MAP LEGEND
THE FOLLO'IANC NOTES ARE PRO't/DED TO Giff: 0/RECTIONS TO THE CONTRACTOR
BY THE ENGINEER OF IIVRK.
1. N£/TH£R THE OWN£R NOR THE £NCINE£R OF WORK i!fLL £NFORCE SAFETY MEASURES
OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DE't/CES. INCLUDING SHOR/NC, AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORM/NC TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS,
LA IIS' AND R£GULA TIONS.
2. LOCATION AND ELEVATION OF IMPROfEMENTS TO BE MET BY WORK TO BE DONE SHALL
BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK.
3. BEFORE £XCAVATINC FOR THIS CONTRACT, fERIFY LOCATION OF UND£RCROUND UTILITIES.
THE EXISTENCE AND LOCA T/ON OF ANY UNDERGROUND UTIUTY PIPES OR STRUCTURES
SHOl'tN ON THESE: PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY
NOT REFLECT ALL EXIST/NC UT/UT/ES. LOCATIONS OF ALL EXIST/NC UT/UT/ES SHALL BE
CONFIRM£D BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF WORK.
4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UT/UTY
UNES SHOWN HEREON ANO ANY OTHER EXIST/NC UNES NOT OF R£CORD OR SHOl'tN
ON THESE PLANS.
5. MIER£ TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE
SUBMITJED TO TH£ ENGIN£ER OF WORK BY A' QUALIFIED SOILS ENC/NEER Ml/CH C£RT/FY'
THAT TRENCH BACK FILL WAS COMPACTED AS 0/RECfEO BY THE SOILS ENC/NEER IN
ACCORDANCE i!fTH THE ON-SITE EARTHWORK SPECIF/CATIONS.
' AS OEF/NED IN AND LIMITED IN SECTION 6735.5 OF THE BUSINESS AND
PROFESSIONAL CODE OF CALIFORNIA.
6. SAFETY FENC£S SHALL BE PRO't/D£0 BY THE CONTRACTOR M/£RE REQUIRED BY THE
ARCHITECT, ENGINEER OR SCHOOL DISTRICT.
7. DUR/NC ACT/ff: CONSTRUCTION, AREAS SHALL 8£ WATERED TO REDUCE FUGIT/ff: DUST.
8. CONTRACTOR TO ADJUST ALL PROPOSED AND EXIST/NC FACIUTIES TO GRADE.
9. CONTRACTOR TO R£MOfE/REPLACE/RELOCATE ALL £X/STINC
FACIUTIES REQUIRED TO INSTALL PROPOSED IMPROfEMENTS.
/0, CONTRACTOR TO REMOfE\REPLACE\RELOCATE ANY LANOSCAPINC\HARDSCAPINC Ml/CH
CONFLICTS IN ANY WAY 'IATH THE INSTALLATION OR PROP£R FUNCTION/NC OF THE
PROPOSED IMPROfEMENTS.
'DECLARATION OF RESPONSIBLE CHARGE'
,,
WORK TO BE DONE
THE IMPROfEMENT IIVRK SHALL 8£ PERFORMED IN ACCORDANCE i!fTH THE
FOLLO'IANC DOCUM£NTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS D/R£CTED
BY THE CITY ENGINEER.
I.
2,
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
PC RESOLUTION NO. 6122 DA TED J/JNE 21, 2006
THE STANDARD SPECIF/CA T/ONS FOR PUBUC !ltl'i'KS CONSTRUCT/ON (GREEN
BOOK}.
SOILS REPORT rk RECOMMENDATIONS BY SOUTHERN CAUFORNIA C£DTECHNICAL, INC.
DA fED DECEMBER 28, 2004 AND UPDATED LETTER DA TED S£PTEMBER 29, 2006
THE SAN DIEGO AREA REGIONAL STANDARD DRA!!fNGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
THE CARLSBAD MUNICIPAL WATER DISTR/crs STANDARDS AND SPECIF/CATIONS
FOR WATER, SEIIER AND RECLAIMED WATER.
STORMWA TER POLLUTION PREfENTION PLAN {SI/PPP) PREPARED BY PARTNERS PLANNING rk ENGINEER/NC
DA TED JUNE 2, 2006. /'rDID / 9-31C331214
CALIFORNIA STORMWATER Q/JALITIY ASSOCIATION {CASQA} STORMWATER BEST MANAGEMENT
PRACTICE, CONSTRUCTION HANDBOOK,· AND THE STATE OF CALIFORNIA DEPARlMENT OF
TRANSPORTATIONS CONSTRUCTION SITE B£ST MANACEM£NT PRACTICES{BMP) MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
SHEET LIMIT
SHEET NUMBER
BOUNDARY UN£
PROPOSED WATER MAIN
PROPOSED WATER SER/1C£
PROPOSED FIR£ SERl1C£
PROPOSED FIRE HYDRANT
PROPOSED SEIIER SER't/CE
PROPOSED SEIIER, MAIN
PROPOSED SEIIER MANHOLE
r--------1
L--------..1
0
-----o-----
CITY OF VISTA
RO~O
{' 1,0
CITY OF
SAN MARCOS
PROPERTY LIN£
£X/STINC CON TOUR
£XISTINC CURB rk GUTTER ,
EXIST/NC SANITARY SEIIER CLEANOUT
£XISTINC WA fER MAIN
EXIST/NC ARE HYDRANT ASSEMBLY
£XISTINC WATER CATE VALfE
EXISTING COMMUN/CATION LINE
EXIST/NC ELEC TR/CAL LINES
EXIST/NC TREES
8" P. V. C. RECLAl!.1£D WATER MAIN CLASS 150
to• P. V.C. WATER MAIN CLASS 200
FIRE HYDRANT ASSEMBLY
8" CA TE VAL ff: ASSEMBLY
to• GA TE VAL ff: ASSEMBLY
12• CATE VALfE ASSEMBLY
8" DOUBLE DETECTOR CHECK VAL ff: ASSY.
2• MANUAL AIR RELEASE ASSY.
2• BLOW OFF ASSY. ,
THRUST BLOC!( , , .
END CAP ASSE/,/BLY , ..
2• DOM£STIC WATER SER't/C£ W/
1.5• R.P. BACKFLOW DEVICE
2" /RR/CATION WATER S£R't/C£ W/
2• R.P. BACKFLOW DE't/CE
6" PVC S£11ER LATERAL,
, CM/'rD W/2 .
CMIIV W/6 ,
CMIIV W/6 ,
CM/'rD W/6 .
--------
__ __, ........... --(,,_;-----
----'/!----
·-o---§
----;j/'-------
----RW-
----W 10• PVC CL-200
I
8" O,V.
10• O,V.
12" G. V.
, , CMIIV /l'-2;? ----1§-.;:::f-@
CMMJ W6
CMMJ W6
c;MMJ W/5 rk W/9
, CMIIV W/5,
. CMMJ W4, /1120,
. CMMJ W4, /1120
CARLSBAD S1
"'
. I !g,C3 ®
8
PROPOSED 8" SEIIER MAIN , , . . , , , , CARLSBAD. S5. ---s-.
PACIFIC
OCEAN
AVE
VICINITY MAP
NOT TO SCALE
PROPOSED SEIIER ACCESSl:IOL[ ,
PROPOSED DR/fEWA Y. . . ._ ,
REMOfE EXIST/NC CURB AND CUTTER,
REMOVE EX/ST/NC SIDEWALK,
PROPOSED SAWCUT .
BENCH MARK TRENCH RESURFACING,
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURfEY WELL BASIS OF BEARINGS
ON CE:N TERLINE OF EL CAMINO REAL
, CARLSBAD SI,. S4 . ---
, CARLSBAD CS-~O ,
· --sliit'uT--
· V/1//21//1/M
425 LF
1,520 LF
5 EA
I EA
8 EA
2 EA
3 EA
8 EA
5EA
24 EA
2 EA
9 EA
I EA
9 EA
550 LF
6 EA
2 EA
160 LF
180 SF
110 LF
660 LF
NO DIRECT BURIAL STREET UCHT FOUNDA T/ONS i!fLL 8£ ALLO/IED. ALL LUM/NA/RES SHALL
·cur oFr TYPE.
3. ALL UNDERGROUND UT/UT/ES ANO LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION
OF CURBS. CROSS CUTTERS OR SURFACING OF STREETS.
I H£REBY DECLARE THAT I AM THE ENC/NEER OF 'lrORK FOR THIS PROJECT, THAT I
HA ff: EXERCISED RES?ONSIBL£ CHARO£ OVER TH£ DESIGN OF THE PROJECT AS
DEANED IN SECTION 6103 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT
THE D£5/CN IS CONSISTENT 'IATH CURR£NT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT REU£fE ME AS ENCINE£R OF 'lrORK, OF MY
RESPONS/8/UTIES FOR PROJECT DESIGN.
LOCATION.· COUNTY OF SAN DIEGO BENCHMARK OESICNA TION
NO, R/800 288+89£C
EL£VATION: 31/.401 M.S.L. DATUM: N.C. V.D, 29
THE BASIS OF BEAR/NC FOR THIS PROJECT IS A PORTION OF THE
CENTERLINE OF EL CAMINO REAL PER R£CORD OF SURVEY
NO. 14768 {I.E. N381/'53"W} {LE. NAO '83}
REFERENCE DRAWINGS
DWC. NOS. 331-1; 314-3; 310-2
400-8A; 400-88; 421-JA; 421-38;
4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 'IATH A MINIMUM D-LOAO OF 1,350.
FOR PRIVATE STORM DRAIN PIPES. UP TO /5" PVC MAY BE UTILIZED PRO't/DED DEPTH IS LESS
THAN 15 FEET AND BACKFILLED i!fTH 3/1" ROCK PER SDRSO 5-4 TYPE: •c• AND PIPE MEETS
ASlM STANDARD 3034 FOR SOR 35 SOI.JD WALL PIPE.
5. MIER£ AN EXIST/NC PIPE UN£ IS TO BE ABANDONED IT SHALL 8£ REMOfED WITHIN TIIENTY FEET
OF BUILD/NC OR STREET AR£AS ANO REPLACED i!fTH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE 'IALL 8£ PLUCCED 'IATH CONCRETE OR REMOfED AS APPROfED BY THE CITY ENGINEER.
6. M/££LCHA!R RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA
ADMINISTRA Tiff: CODE.
7. STREET TRE£S SHALL BE INSTALLED P£R SECTION IV D,3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET 'IATHIN THE LIMITS OF !ltl'i'K OF THIS
PLAN PER SDRS DWG M/9.
9, ALL SURfEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL 8£ R£ESTABUSHED,
PERP£TUA TED, AND DOCUMENfED PER THE PROFESSIONAL LANO SURfEYORS ACT.
10. TWO (2) SETS OF SURfEY {CUT} SH££TS SHALL 8£ PRO't/0£D TO THE CITY ENC/NEER/NC INSPECTOR.
CONTRACTOR'S NOTE
CELSOC
FIRM: PARTN£RS PLANNING AND ENGINEER/NC
ADDRESS.· 15938 BERNARDO CENTER DR.
CITY, STA TE: SAN DIEGO, CA 92121
TELEPHONE: (858)316-3444
BY.· _aµ. jJ • ,,,/ Yaav'= ~ /ANDREW J. KANN
DATE.·
R. C.£. NO,: 50940 REGISTRATION EXP/RATION DA TE:
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph (858) 376-3444
Fax: (858) 376-3555
9-30-01
Conalructlon contractor agrees that In accordance with generally accepted construction
practlcee, com1tructlon contractor will be required to a1Seume !lole and complote respomlllblllty for
Job •Ile condltrons during the course of construction of tha pro}lct, /nclud/ng 1ofety of all pen1ons
and property. that this requirement 11holl be mode to apply ccntlnuously and not be llmlted to
normal working houn,, and construction contractor further ogre,s to d,fend, Indemnify and hold
City of Cariobod harmlt111s from any and a!I llciblllty, real or alleged, In connection with the
performance of work. on lhl:!11 project, excepting llob][[ty or!!llng from the eole negll<;ence of City of
Carlsbad professlonol.
Consulting Engineers &
Land Surveyors of California
IMPORT ANT NOTICE
Section 4216 of the Government
Code requires that o Dig Alert Identification
Number be issued before a·
"Permit to Excavate will be valid.
ENGINEER'S NOTE
UNAUTHORIZED CHANGES &: USES: The engineer preparing
these plans w!II not be responsible for, or liable for, unauthorized
changes to or uses of these plans. ·All chan';jes to the plans must be
In writing and must be approved by the preparer of these plans.
CELSOC
Consulting Engineers &
Land Surveyors of California
For your Dig Alert l,D. Number Call
Underground Service Alert
TOLL FREE 1-800-422-4133
PROJECT LOCATION
THIS PROJECT IS LOCA TEO 'IATHIN ASSESSORS PARCEL NUMBER: SOURCE OF TOPOGRAPHY DEVELOPER
LOT 33: 213-263-01, LOT 34: 213-263-02, LOT 35: 213-263-03
LOT 36.· 213-263-04, LOT 31: 213-263-05, LOT 38: 213-263-06
LOT 39: 213-263-D1
TOPOGRAPHY SHOl'tN ON TH£5£ PLANS PER SITE SURVEY MADE BY
PARTNERS PLANNING rk ENC/NEERING OA TED MARCH 2005
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
JIM JACOB
SPECTRUM FLEX, LLC
406 9TH A fENUE, SUITE 309
SAN DIEGO, CA 92101 TH£ CAUFORNIA COORDINA TE INDEX OF THIS PROJ£C T IS.·
/990-6252
CARLSBAD MUNICIPAL WATER DISTRICT
p. 44111
E,,:p (,,./Jo/"~
1J~7JW~(fo~) 0<1/1/07
oA VID A. HAUSER DATE
DEPUTY CITY ENGINEER PE 33081 EXP. 6 /30 /08
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF F.H.(S)--LF.FLOW 4000 G.P.M. OUT OF_4_F,H.{S). 7 ';;'"'" "' rn,.,~ ,_,_, ~~-1/4/47 --'AiE
TEL {619} 816-4116
"AS BUil T"
dvt<-./1_ /(ru,~:._ CA -1,1,-,,~
P.E.5"0~'10 I EXP.1-30-\5 DATE
REVIEWED BY:
~1,./2.0. 7 :z.~•l'l
IN TOR U DATE
{,, I oe, ll.">t.( /J\ REVI/SE:D Cl.Jf=F1' '7 6!!b/c6 fJ,,, ... , I SH~ET I CITY OF CARLSBAD I SH~ETS I r, !!'I '" -tz.-.1 /<.' _j;;g~ -::>H e:w.r 3 r,,,Jt1[1,0 r-.1) ~ ,~ 112 \d A:Jl<, /ii\ AS-f;\,( IL. T ENGINEERING DEPARTMENT
WATER AND SEWER IMPROVEMENT ,TITLE SHEET FOR:
BRESSI LOT 33-39 •
f1l~Vlt°J DAVID A. HAUSER ~ · ..
''l. 'fr) fl(;. ¢((.ti<{ jt.l(pt/1~-.i. /1/p7
:l'JEPUTY CITY ENGltlEER PE 33081 EXPIRES 6/3 08 DATE
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: GYP CT05-09 /PIP05-06 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~WD BY: /&T 442-5 .
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PLAN: WA TER MAIN 11 ' SEWER NOTE/
PLEASE SEE SHEET 4 FOR THE SEWER PLAN YIEW AND PROFILE
, DATE INITIAL
ENGINEER OF WORK
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DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
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PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
4~~ ~7
ANDREW J. KAi;N-R.C.E. 50940 ' DA TE
MY REGISTRA llON EXPIRES 9-J0-07
DATE
DATE
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
WATER IMPROVEMENT PLANS FOR:
BRESSI LOTS 33-39
~ROVED} DAVID A. HAUSER / ~ l~{,f..r) pP't~tlq' t;xp(d-j,/4~ 4/111,1
DEPUTY CITY ENGINEER PE 330B1 EXPIRES 6/30/0B DATE
OWN BY: ----==--
CHKD BY: :YR
RVWD BY: {,_'tY_
PROJECT NO.
CT05-09 /PIP05-06
DRAWING NO.
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NOTE":
TRJ.FFIG LA.NE C./..05Ull£ ON
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REMARKS
8" PVC REC WATER CL-150 C900
8" PVC REC WA lcR CL 150 C900
8" PVC REC WA lcR CL 150 C900
8" PVC REC WATER CL 150 C900
• NO DEFl£Cl/ONS AT BELLS, RTT/NCS OR OF THE PIPE IIILL BE
ALLOltfO. THE USE OF DEFLECl/ONS COLLARS SHALL BE REQUIRED.
NOTE·
CONTRACTOR TO UMIT I/WK HOURS ON
PALOMAR AIRPORT ROAD FROM 8:30 AM
TO J:00 PM PACIFIC STANDARD 7/ME
NOTE·
OR TO RESTORE ANY DAMAGED
TlcR, MEDIAN ANO LANOSCAPED
KIND.
NOTE· ~~ NOTE· CONTRACTOR IO POT ALL CONTRACTOR TO PROVIDE CITY OF
EXIST/NC Ul/Ul/ES PRIOR Y CARLSBAD 111TH A TRAFFIC CONTROL
CONSTRUCl/ON PLAN PRIOR TO ANY CONSTRUCl/ON '-..:.:::.:.::.::.:.::.::..::..::.:.._ ____ __,," OR POTHOL£
......
SEWER NOTE: ~
PLEASE SEE SHEET 4 FOR THE SEltfR PLAN VIEW A~ORLE
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
~/4~ ,¥>7v7
ANDREW J. KANN fi?.C.E. 50940 DATE
MY REGISTRA llON EXPIRES 9-J0-07
"AS BUil T" 11~.___,/ /;;z,,1.,,,, (,,, -I 7. -t <f
P.E. 5'O'1'JO / EXP. '1-30-\5 DATE
DATE
CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
WATER IMPROVEMENT PLANS FOR:
BRESSI LOTS 33-39
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.
'-.\
'.rt'\ i ....... '' I L
\
\
!· : f:
i!, !1
/
i ' ..
BLDG A.
ff 4tl50
' ' Ir, I ; I , .. j"'"j ·;··· I [ I I \ I I r1 I '
PLAN: SEWER MAIN ~ I
SCALE: 1"=40'
V 51,1 ----s::
0 20
SEWER LATERAL TABLE
BWC SEflfR STA No.
A 3+30,52
8 3+73.07
C 4+97,09
0 5+81,86
E 6+85.49
F 3+13.91
G 3+08.97
H 4+89.25
5+66.89
40 80
/NV. ELEV. DROP TO
OF MAIN MAIN(RISE)
AT LAT.
399,33 1.2'
400.33 1,2'
403..10 1.2'
404.87
407,02 1.2'
399.08 1.2'
399,01 1.2'
402,92 1..2'
404,57 1,2'
I
GRAPHICAL SCALE
GRAPHIC SCALE: I• = 40'
!NV. ELEV.
OF LAT
AT MAIN
400.53
401.53
404.30
406.07
408,22
400.28
400.21
404.12
405.77
LENGTH SLOPE X /NV. ELEV. IN FEET ol BWG
105.22· 4.82¾ 405.60
71.00' 5,94¾ I 406.10
77.00' 4.03¾ 407.40
11.00· 2,00:r 407.61
79.72' 2.00:r 409,8/ .
110,51' 3.73¾ 404.40
107.45' 2.97¾ 403.40
34.50' 6.03¾ 406,20
34.50' 2.00:r 406.46
RIM
ELEV AT
BWG
411.40
412.10
413.00
413.JO
4/3.30
409.70
408,80
411.70
412.55
,i! ~P--"'-"iA_:c=..R=T:-==-N'-=E~'R=S
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376.3444
Fax: (858) 376•3555
/2, /,. /) ~-
ANDREW J. KANN(R..C,£, 50940
MY REG/SfRA TJON EXPIRES 9-J0-07
FF
ELEV
41/,50
412.30
413.20
413.50
4/J.50
409.80
409,00
411,80
412.70
DEPTH
BELOW
FF
5.90'
6.20'
5,80'
5.89'
3,69'
5,60'
5,60'
6,24'
REMARKS
6' PVC
6" PVC
6' PVC
6" PVC
6' PVC
6' PVC
6' PVC
6' PVC
6" PVC
K> SEWER DATA
NO. DEL TA OR BRG.
< 1> N68'44'53"W
I <i::, N38'5J'48"W
I <J> N02'00'oo·E
I< 5> N90'0o'oo·w
RADIUS LENGTH
17.58'
135.86'
34.56'
179.98'
179.98'
REMARKS
8" PVC SM?,
8" PVC Sl\1?.
8" PVC Sl\1?.
8" PVC S111?.
8" PVC Sl\1?.
"AS BUil T"
!2....-t<---/,J:/i,;1.-,.,_, ~-I z-1 f--
P .. E. 50'1'10 / EXP. q-30-15 DAT,E
REVIEWED BY: a 1' (7 o.
~TOR [, DATE ..
f-6_-1_2.-_,,-+1 ,_I\J_K-+--"'-_ts.~_-_11 __ u1_L1 ________ -+---1---1--1----J I sH4EET I CITY OF CARLSBAD I sHE4ETs I
;:::::=='..':::=:::::::E:::N::Gl:::N:::E:::ER::IN::G::;::::D::E::P:::A:::RT:::M:::E'::N:::T===-:===!
/1\
DATE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
SEWER IMPROVEMENT PLANS FOR:
BRESSI LOTS 33-39
.• rov.r((): ff lwlD A. HAUSER / ,1/i /4
-: 'V. 1' l 't:: ' r f:/ / 4 tfyJ: (,,/i&to3 7'. I I b )
iWPUTY CITY ENGINEER PE 33081 EXPIRES 6 /30 /08 DATE
DWN BY: __ _
CHKD BY: .Gvp, _
RVWD BY: 4,,,,
PROJECT NO.
CT05-09/PIP05-06
DRAWING NO,
442-5
\
062807
)