HomeMy WebLinkAboutDWG 431-5; SDP 05-02; CARLSBAD RESEARCH CENTER; 01-04... -----------------------------------------------------------------------------------------------------------------------------------------------------·e--
GENERAL NOTES
I. THIS PLAN SUPERSEDES All OTHER PLANS PRE'IIOUSL Y APPROI/ED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORl/ON OF THE
CARLSBAD MUNICIPAL CODE, RESOlUl/ON OF CON0/7/0NAL APPROVAL, CITY
STANDARDS OR OTHER ADD/7/0NAL DOCUMENTS L/STFD HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
RE'IISE THESE PLANS 111-/EN NON-CONFORMANCE IS DISCOI/ERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEi/ELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECl/ON OF ERRORS AND
OMISSIONS 0/SCOI/ERED DURING CONSTRUCl/ON. ALL PLAN Rfl1SIONS SHALL
BE PROMPTLY SUBMITTFD 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
CER 7/FICA Tr OF INSURANCE MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS
AN ADDITIONAL INSURED ON "/HE PERMITTEE's POLICY IN THE MINIMUM AMOUNT
OF lt,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE
COMPANY 111?/TING THE POLICY MUST HA VE A RA 7/NG OF 'A-' OR BETTFR AND A
SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA 7/NG GUIDE
5. NO WORK SHALL BE COMMENCED UNl/L All PERMITS HA VE BEEN OBTAINED FROM
"/7-1[ CITY ANO O "/HER APPROPRIA TE AGENCIES.
6. REI/IS/ON OF THESE PLANS MA Y BE REQUIRED IF "/HE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NC RE'I/SIONS 'MU BE MADE TO THESE PLANS WITHOUT THE 111?/TTFN APPROVAL
OF THE C/Tr' ENGINEER, NOTED 'ltlTHIN THE REI/IS/ON BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND 7/TLE SHEET.
8. ORl:7.'NAL ORA WINGS Sf/All BECOME THE PROPER TY OF "/HE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRA'MNG SHALL BE RE'IISED TO REFLECT AS-BUil T CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF "/HE WORK BY THE
CITY.
10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT Sil[ AT All 7/MES OUR/NG CONSTRUCl/ON.
II. 111-/ERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET. (8) LABORATORY WORK SHEETS AND {C) COMPACIION
CURVES, SHALL BE SUBMITTFD BY A PROFESSIONAL ENGINEER OF THE STA Tr OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUB/,// TTFD TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
111?/TTFN Fl£LO COMPACTION REPORT(S) SHALL BE IMMEDIATFLY SUBMITTFO TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TFSTS.
12. A PRECONSTRIJCTION MFE7/NG SHALL Bf HEW AT TH[ SIT[ PRIOR TQ THf
BEGINNING OF WORK AND. SHALL BE A TTFNDED BY ALL REPRESENTA 7/VES
RESPONSIBLE FOR CONSTRUCT/ON, INSPECl/ON, SUPER'I/SION, TFSl/NC ANO All
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE 1,/EEl/NC
BY CALL/NC THE INSPECTION LINE AT {760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARl/NG CONTRUCT/ON. APPROVED ORA WINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCl/ON MEETING WILL BE
MADE BY CALLING THLENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
{760) 438-3891./NSPECT/ON REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THF QA Y BFFORf THf INSPECTION IS N££D£D INSPECllONS 'MLL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTFR
2.· 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER ANO/OR APPLICANT "//-/ROUCH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEi/iCES, INCLUDING
SHORING, AND SHALL BE SOlEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA Tr AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULA l/ONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECl/ON 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO'MNG
THE DESIGN OF SHORING, BRACING SLOPING OR 0"/7-IER PROI//S/ONS TO BE MADE
OF WORKER PROTFCTION FROM THE HAZARD OF CA I/ING GROUND DURING "/HE
EXCAVATION OF SUCH TRENCH OR TRENCHES DR DUR/NC THE PIPE INSTALLA 7/0N
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET {5') OR
MORE IN DEPTH AND APPROVED BY "/HE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FRO/,/ THE SHORING SYSTFM
5TANDARO'i ESTABLISHED BY /HF CQN'iTR/ICOQN 'iAFFTY QR(}FR', T!Tlf 8
CALIFO['NIA ADMINISTRA 7/VE. CO.OE "/HE PLAN SHALL BE PREPARED BY A
REGISTFRED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTFD TO THE INSPECTOR PRIOR TO
EXCA VA 7/0N.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERA 710//'i 11111 C£4 'if IUIJFf//A fF! l'. AND THE
PERMITTFE Will NOllFY THE CITY ENGINEER. OPERAl/ONS WILL NOT RESTART
UNTIL THE PERMITTFE HAS RECEIVED 111?/TTFN AUTHORITY FROM "/HE CITY
ENGINEER TO DO SD.
17. ALL OPERATIONS CONDUCTED ON !HE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 7/0N OF TRUCKS,
EARTH/JOI/ING EQUIPMENT, CONSTRUCl/ON EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.· 00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMO'I/NG OR GRADING
OPERA l/ONS SHALL iJE CONDUCTED ON M:EXENOS OR HOLIDAYS (A LIST OF CITY
HOL/DA YS IS AVAILABLE AT THE ENGINEERING DEPA.II /MENT COUNTFR.)
18. ALL OFF-SITE HAUL ROUTFS SHALL BE SUBMITTFD BY THE CONTRACTOR TO THE
v!TY ENGINEER FOR APPROVAL TWO FUlL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE.HAUL ROUT[ OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERA l/ON.
19. NO BLASl/NC SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCAl/ON OF UTILITY STRUCTURES AND FAC/Lll/ES SHOWN
ON THE CONSTRUCl/ON PLANS M:RE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A TTFN7/0N IS CALLEO TO THE POSSIBLE EXISTFNCE OF 0"/7-IER
Ul/LITY FAC/L/7/ES OR STRUCTURES NOT SHO/llv OR IN A LOCA 7/0N DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUl/ONARY MEASURES TO PROTECT THE Ul/Lll/ES SHO/llv ON THE PLANS AND
ANY OTHER EX/Sl/NG FACILITIES OR STRUCTURES NOT SHOlllv.
21. THE CONTRACTOR SHALL VERIFY THE LOCA 7/0N OF ALL EXISTING FACIL/7/ES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE RE'IIS/ONS OF THE CONSTRUCl/DN
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. "/HE CONTRACTOR SHALL NOl/FY AFFECTED Ul/UTY COMPANIES (SEE BELOw) AT
LEAST TWO FULL WORKING DAYS PRIOR TO START/NC COIISTRUCTION NEAR THEIR
FAC/Lll/ES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERI/ICE ALERT 1-800-422-4133
SDC&E /-800-660-7343
SBC /-800-892-0/23
ADELPHIA CABLEI/ISION {750)438-7741
CITY OF CARLSBAO(STREETS AND STORM DRAIN) (160)434-2980
,CARLSBAD MUN. WATER DISTRICT (SEWER,WATER & Rl~ WATER) (160)438-2722
,SAN DIEGU/TO WATFR DISTRICT {760)633-2650
,LEUCADIA WASTFWA TFR DISTRICT {760)753-0155
,VALLECITOS WATER 0/STR/CT (160)744-0460
,Ol/VENHAIN WATER DISTRICT (760)153-6466
,BUENA SANITATION DISTRICT (160)126-1340
' AS APPROPRIATE
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R' VALUE
TESTS HA VE BEEN CONOUCTFO BY A PROFESSIONAL ENGINEER OF THE STA l[
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE 'R' VALUE TFSTS
ANO THE ENGINEERED STRUCTURAL SECl/ON MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR RE'IIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DA rs BEFORE "/HE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOW ON THESE PLANS,!JNDERGROUND
CONDUIT RUNS, SERI/ICE POINTS ANO HAND-HOLES SHALL BE S110WN ON THE
"AS-BUil T" PLANS. NO DIRECT BURIAL SfREET LIGHT FOUNDA T/ONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALJ. BE "CUT OFF" TYP£
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF GVRBS, CROSS GUTTFRS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETF PIPE 'MTH A MINIMUM
0-LOAD OF 1,350. FOR PR/VAT[ STORM DRAIN PIPES, UP TO 15' PVC MAY BE
Ul/LIZED PRO'IIDEO DEPTH IS LESS !HAN 15 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE
5. /#/ERE AN EX/Sl/NC PIPE LINE IS TO 8£ ABANDONED IT SHALL BE REMOVED
'lrfTH/11 TWEN rr FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTFO SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETF OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. MIEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CAUFORNIA ADMINISTRA Tl'tt CODE
7. STREET !REES SHALL BE INSTALLED PER SECl/ON IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RES/DENTAL STREET STANDARDS.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN Tf/E STREET 'MTHIN "/HE LIMITS
OF WORK OF THIS PLAN PER SORS DWG 1,//9.
9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUA TEO, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PRO'IIDEO TO THE CITY
ENC/NEERING INSPECTOR.
SEWER NOTES
I. SEM:R MAIN AND APPURTENANCES SHALL BE CONS!RUCltV IN ACCORDANCE
'MTH THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004 ANO "/HE STANDARD
SPECIF/CA 7/0NS FOR PUBLIC WORKS CONSTRUCl/ON, LA TFST ED/7/0N (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA 7/0N PERMIT FROM THE 011//SION
OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA 7/0N AND SHALL ADHERE TO ALL
PROI//S/ONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICTS EXISl/NG SYSTFM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICTS ENGINEER AND SUPERINTENDENT.
4. BEFORE ANY CONSTRUCl/ON BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY
RIGHT OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOl/FY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO BEGINNING CONSTRUCT/ON.
TEL. NO. (760) 438-·3891.
WATER NOTES
I. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTFD IN ACCORDANCE WITH
THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004 OR THE LA TEST REI/IS/ON.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE 011//SION
OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA 7/0N AND SHALL PRO'I/DE PROOF
OF OSHA NOl!flCATION AND SHALL ADHERE TO ALL PRO'I/SIONS OF THE STAT[
CONSTRUCTION SAFETY OROE/1S.
J. BEFORE ANY CONNECl/ON OR SHUT DOI#/ OF VAL I/ES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.1,/. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTFNDENT.
4. A PRECONSTRUCTION CONFERENCE MEEl/NG SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCT/ON BEGINS: IHE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECl/ON 48 HCURS PRIOR TO BEGINNING
OF CONSTRUCT/ON (!tlEPHONE N0.{760} 438-3891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATFR LINE EASEMENT,
ALL EX/Sl/NC TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE 'lrf/lTTFN
PERMISSION FROM THE DISTR/C T ENGINEER.
6. THE EXACT HORIZONTAL AND VE/IT/CAL ALIGNMENT AND TYPE OF MA TFRIALS OF
THE FIRE LINE LOCATED BETWEEN "/HE DETFCTOR CHECK VAL VE A/ID BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTFD IN
ACCORDANCE WITH THE CITY OF CARLSBAD ENG/NEE.II/NG STANDARDS 2004 OR
AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPUR ltNANG'ES SHALL BE PROTECTED BY
MEANS OF CA "/7-IOD/C PROTFCl/ON. IF OEVELOPE.11/0WNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATFS THAT PROTECl/ON CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTFRNAl/VE
FORM OF PROTECTION.
CMWD CONSTRUCTION NOTES
I. ALL POTABLE WA /ER SERI/ICES SHALL BE /" AND ALL POTABLE WATER METFRS SHALL
BE 5/8" (UNLESS OIHERWISE NOTED ON PLANS).
2. ALL WA TFR METFR BOXES SHALL BE ll"x30"x/2" POL 'fl.IE.II CONC.1/ETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
J. MINIMUM SPACING BET'lrfEN POTABLE WATER LATERALS ANO SEM:R SERI/ICES SHALL BE
10 FEET.
4. THE TOP OF WA TFR METFR BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE
SPECIAL NOTES
THE FOLLO'lrfNG NOTFS ARE PRO'IIDED TO GIVE OIRECl/ONS TO THE CONTRACTOR
8 Y THE ENGINEER OF WORK.
I. NEl"/7-IER "/HE 0/llvER NOR THE ENC/NEER OF WORK WILL ENFORCE SAFETY MEASURES
OR REGULA l/ONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All
SAFETY DEi/iCES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS,
LA lrS ANO REGULA 7/0NS.
2. LDCA TION AND ELEVATION OF IMPROVEMENTS TO BE MET BY W0.1/K TO BE DONE SHALL
BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCl/ON OF NEW WORK.
J. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND Ul/LITIES.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY
NOT REFLECT ALL EX/Sl/NG UTILITIES. LOCATIONS OF ALL EXISTING UTILITIES SHALL BE
CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF WORK.
4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROIECT THE UTILITY
LINES Sf/01#1 HE.I/EON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SI/Dlllv
ON THESE PLANS.
5. lt1/ERE TRENCHES ARE ADJACENT TO FUTURE DU/LO/NC SITES, SOILS REPORTS SHALL BE
SUBl,/ITTFD TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERl/F'f'
THAT TRENCH BACK fill WAS COMPACTED AS 0/RECIED BY !HE SOILS ENGINEER IN
ACCORDANCE Willi THE ON-Sil[ EARTHWORK SPECIFICATIONS:
' AS DEFINED IN AND LIMITFD IN SECl/ON 6735. 5 OF THE BUSINESS AND
PROFESSIONAL CODE OF CALIFORNIA.
6. SAFETY FENCES SHALL BE P/101//DED BY THE CONTRACTOR 111-/ERE REQUIRED BY THE
ARCH/TFCT, ENGINEER OR SCHOOL DISTRICT.
7. DURING ACl/VE CONSTRUCl/ON, AREAS SHALL BE WATFRED TO 1/EOOCE FUCIT/VE OUST.
8. CONTRACTOR TO ADJUST ALL PROPOSED AND EX/Sl/NG FACILITIES TO GRADE
9. CONTRACTOR TO REMOVE/REPLACE/RELOCATE ALL EXISTING
FACILITIES REQUIRED TO II/STALL PROPOSED·IMPROVEMENTS.
10. CONTRACTOR TO REMOVE\REPLACE\RELOCA l[ ANY LANDSCAPINC\HARDSCAPING WHICH
CONFLICTS IN ANY WAY WITH THE INSTALLA T/ON OR PROPER FUNCTIONING OF "/HE
PROPOSED IMPROVEMENTS.
CONTRACTOR'.S NOTE
KEY MAP LEGEND r---------------1 I I
I I
I I L---------------~
----11!''-----.....
r
SHEET LIMIT
SHEET NUMBER
WATER LINE
FIRE HYDRANT
CITY OF VISTA
AlRPORT ROAD
PACIFIC
OCEAN
VICINITY MAP
NOT TO SCALE
BASIS OF BEARINGS
THE BASIS OF BEARING FOR THIS PROJECT IS A PORTION OF NORTHERLY
LINE OF THE RIGHT-OF-WAY OF FARADAY AVENUE AS SHOWN ON
MAP 11810 BE/NC (N 69'0/'35• w).
FIRE DEPARTMENT NOTES
1. ALL SIDING ON EXTERIOR WALLS TO BE NON-COMBUSl/BLE FIBER-
CEMENT MATERIAL -'HARDI-PLANK'. OR EQUAL.
2. ENTIRE BUILDING INCLUDING UNITS, COMMON AREAS, COI/ERED PARKING
ANO AISLES AND GARAGES TO BE PROTECTED BY AUTOMATIC
FIRE SPRINKLERS.
J. IN LIEU OF 13'-6' HT. COI/EREO ENTRIES A COMB/NA 7/0N STAND
PIPE OUTLET (2-1/2" GA TFD OUTLET -100 GALLON PER MINUTF)
WILL BE INSTALLED ON "/HE WALL AT REAR OF COVERED PASSAGE
REFERENCE DRAWINGS
Construction contractor agrees that In accordance with 9tmerally accepted construction
prcactlcee, construction contractor wlll be required to assume sole and complete responslbll!ty for
job elte condltrons during the course of constructlon of the project, lncludln9 safety of ell persons
and property: that this rBqulrement shall be mode to apply continuously and not be llmJ-ted to
normal working hours, and conetructlon controot,or further ogre.ea to defend, Indemnify and hold
Clty of Corlabad harmless from any and cill llobnrty, recil or olleged, fn connection with the
performance of work on this project, exceptlng llablllty orlslng from the sole negligence of City of
Carlsbad professlonal.
212-BA ANO 317-lA
CELSOC OWNER/DEVELOPER
BECKMAN PROPER TIES
ENGINEER'S NOTE
UNAUTHORIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes to the plans must be
in writing and must be approved by the preparer of these plans.
PROJECT LOCATION
"/HIS PROJECT IS LOCA TFO WITHIN-ASSESSORS PARCEL NUMBER{S)
2/2-061-03-00
THE CALIFORNIA COORDINA l[ INDEX OF THIS PROJECT IS.·
NORTH 1994 EAST 6249
BENCH MARK
OESCR/Pl/ON.• CONCRETF MONUMENT WIT/I STANDARD
DISC STAMPED ECR 15
LOCA l/ON.· 500' SOUTH OF INTERSECTION OF EL CAMINO
REAL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF EL
CAMINO REAL, ALONG FENCE LINE
RECORD FROM: SAN DIEGO COUNTY PRECISE SURVEY LEI/ELS
(R.S. 1800-1)
ELEVAl/ON.· 296.480 DATUM: U.S.C. & G.S.
Consulting Engineers &
Land Surveyors of California
CELSOC
Consulting Engineers &
Land Surveyors of California
SOURCE OF TOPOGRAPHY
TOPOGRAPHY BY ACCULINE SURVEY IN JANUARY 2005
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA l/ONAL
MAP ACCURACY STANDARDS
P.O. BOX 846
SOLANA BEACH, CA, 92015.
A T7ll. BILL BECKMAN
· ltl. NO. (858) 847-9870
IMPORT ANT NOTICE
Section 4216 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
nPermit to Excavate" will be valid.
For your Dig Alert I.D. ·Number Call
Underground Service Alert
TOLL FREE 1-800-422-4133
Two working days before you dig
CARLSBAD MUNICIPAL WATER DISTRICT
11/_1/o'>
, DATE
/4 / ,4 ,(l, #<4;..e,?-li
ROBERT J. WOJCIK t1
DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 6-30-06
WORK TO BE DONE
11/E IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED
BY THE CITY ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4.
5.
6.
RESOLUTION NO. __ N~Y,_A __ OA TED ____ _
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN
BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON, INC.
DA TED FEBRUARY 23, 2005.
7.
8.
9.
10.
THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDll/ONS
DATED N/A
THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS
FOR WATER, SEWER AND RECLAIMED WA TER.
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY PARTNERS PLANNING
AND ENGINEERING' UA !ED JANUARY 14, 2005 WDID NO 9-37CJ358/0
11. STORM WATER MANAGEMENT PLAN {SWMP) PREPARED BY. PARTNERS PLANNING AND
ENGINEERING DA TED JANUARY 14, 2005
12. THE CALIFORNIA STORM WATER QUALITY ASSOC/A TIDN (CASQUA) STORM WA !ER BES/
PRACTICE CONSTRUCTION HANDBOOK AND STATER OF CALIFORNIA DEPT OF TRANSPORTATION
CONSTRUCTION SITE BEST MANAGEMENT PRACTICE (BMP} MANUAL
DESCRIPTION
PROPERTY LINE
EXIST/NC CONTOUR
EX/SI/NG CURB & GUITER.
EXISTING SANITARY SEWER CLEANOUT
EXISTING WA TER MAIN
EXISl/NC FIRE HYDRANT ASSEMBLY
EXISTING WATER GA TE VAL 'tt
EXISTING COMMUN/CA 7/0N LINE
EX/Sl/NC ELECTRICAL LINES
EXISTING TREES
10" P. V.C. WATER MAIN CLASS 150
FIRE HYDRANT ASSEMBLY . . ...
to" CA l[ VAL i£ ASSEMBL Y . . .
12" GA TE VAL i£ ASSEMBLY
I 8" BU TTFRFL Y VAL VE ASSEMBL Y .
LEGEND
DWG.NO.*
. CMWD W/2.
CMWD W/6 .
CM!!D W16 .
CMWD W16.
B" DOUBLE OETFCTOR CHECK VAL VE ASSY. f;M'MJ W-22. .
THRUST BLOCK . .
2• DOMESTIC WATER SERI/ICE W/
R.P. BACKFLOW DEi/iCE
6' PVC SEM:R LATFRAL (PRIVATF)
TOP OF PIPE.
2• AIR-VACUUM VAL 'IE.
2• BLOW OFF
2• MANUAL Alf/ {IE;LE;A:;E ..
TRENCH RESURFACE ....
.. GMWD W/5 & W19
. Cl,/W/J W4, W20 ..
CITY Sl
CMWD W7
CMWD W6
CMWD W6
... G24A.
, SAN DIEGO REGIONAL STD. owes. UNLESS NOTED OTHERWISE
PCC SIDEWALK
SAWCUT. .. .
DRIVEWAY ... . .. ,SORSD G-14A
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF F.H.(S)_4_ F.FLOW 1500 G.P.M. OUT OF_2_F.H.(S).
BL9f· SPRINKLED: YES
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F.FLOW 2500 G.P.M.
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SYMBOL
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12· G: V.
18" B. V.
QUANTITY
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12 EA
2 EA
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DATE
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'DATE
'DECLARATION OF RESPONSIBLE CHARGE' PARTNERS
I SH!FFT I CITY OF CARLSBAD I SHE4ETS I
1---+----+-----------------+---+---t---t----1 ENGINEERING DEPARTMENT
I HEREBY DECLARE THA T I AM THE ENGINEER OF WORK FOR THIS PROJECT. THA T I
HA VE EXERCISED RESPONSIBLE CHARGE. OVER !Ht· UE51G'N OF THE PROJECT AS
DEflNED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND !HAT
THE DESIGN IS CONSISTENT WI"//-/ CUR.I/ENT STANDARDS.
I UNDERSTAND "/HAT THE CHECK OF PROJECT DRA'MNGS AND SPEC/FICAl/ONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONS/8/L/7/ES FOR PROJECT DESIGN. I\ (
PAR.T#ERS Pt.ANNING u eAIG11✓.eeR.1NG r-~--\J-._J'-~JI l-Ov,1'-J-~.
15::131? !3ERIJAf<IXJ C£/JTEf( OR.. ,:-;./C!N/i'ER.: /.MJOREW J/<AJ.i,V
SAN DleG;O CA c,z127 RCIS If 50"140
7/'fl. (8'511) 37(; -3444 /3.YP. OA?c.' q-J0-01
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bAr.e
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
ff: (858) 376-3555
( AA}!LuJ.--1) /(o;lif Al'-
ANDREW J. KANN R.C.E. 50940
Mt· R[GJ::tRA TION EXPiRES 9-30-07
. DATE
1---+----t-----------------t---t----1----1---1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
CARLSBAD RESEARCH CENTER
LOT6
APPROVED tJ'r LLOYD 8. HUBBS
d,.,/, R✓Z-dv.0=-tA'".b'h. 11/ ,lr,6'
CITY ENGINEER PE 7236B9 EXPIRES 12 /31 /05 , DATE
DWN BY: DATE INITIAL DAE 11'-dlAL CHKD BY:-r:-.,-;f-,-
OTHER APPROVAL Cll'i APPROVAL RVWD BY:
PROJECT NO.
SOP 05-02
DRAWING NO.
431-5
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BENCH MARK
DESCRIPTION: CONCRETE MONUMENT ltlTH STANDARD
DISC STAMPED ECR 15
LOCATION: 500' SOUTH OF INTERSECTION OF EL CAMINO
REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF EL
CAMINO REAL, ALONG Ft/ICE LIN£
RECORD FROM: SAN DIEGO COUNTY PRECISE SURltFY LEltFLS
(R.S. 1800--f)
ELEVATION: 296.48 DATUM: U.S.C. &: G.S.
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PER DOl:
DATED:
PR 05--57
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CAUTION!!!
NO cumNG OF ASBESTOS CEMENT PIPE (ACP} IS PtRMITTED. CONTRACTOR
SHALL RtMOltF ACP TO NtAREST COUPLING AND INSTALL AC" X PVC ADAPTORS
AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEt
AT THIS STATION.
60
<> WATER DATA
NO. DEL TA OR BRO. RADIUS LtNGTH RtMARKS
1 1135· 22' 21·w 94.12' to• PVC CL/50 -2 1151' 42' 29'E /OJ.JO' to• PVC Cl/50
J 1139' JI' /2'W . ,., •. '. 10• P',1,' Cl/50
4 6=15' 28' 34• 880.62' l.'!o .83 ! 10· PVC a150 * 5 1131' 35' 55'E ,:,g,<35' 10• PVC a/50
6 N52' 24' 05'W 61.99' to• PVC CL/50
7 NJ7' 35' 55'E 16.18' to• PVC CL/50
8 NIB' 26' JO'W //J!.2<' 10· pvc Cl/50
9 Nl/' JJ' JOt 7. ,,-to• PVC a/50
10 t:,, =16' 56' 30• 200.00' ~·r.1.z' 10· PVC atso * I I Al37'35'S5"E G5,I(,' 10' PVC Cl/SO * NO DEFLECTIONS AT BELLS, RTTINGS OR OF THE: PIPE MLL Bt ALLO'lrfO.
THE: USE OF OEFLECTION COLLARS SI/All BE REQUIRED.
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PARTNERS
Planning and Engineering
15938 Bernardo Center [Jr.
San Diego, CA. 92127
Ph. (858) 376--3444
Fa.x: (858) 376--3555
ANDREW J. KANN R.C.E. 50940
1(7/aS
DATE
MY R[GISTRA TION EXP.IRES 9-·J0-07
"AS BUil T" ~ fwrw--. _j2_/,LQ/07
P.E.'5'094q EXP. 9/5o(oC/' · DATE
REVI.EWED B/4 ;J c~ .. ~-
INSPEcTm? >
10/42/42
' DATE
1---l---l-------------+---+--+---+----JI Sf21EET I CITY OF CARLSBAD I SHE4'ETSI
~=='-'==::::::E:::::N:::Gl:::::N:::E:::ER:::IN:::G::::::::D:::E=P=A=RT=M:::::E:::N:::T==:::'....:===;
1-----l----l-----------------t-----t---t---i-----J WATER IMPROVEMENT PLANS FOR:
CARLSBAD RESEARCH CENTER
LOT6
APPROVED:.$ .
tA< -~ ~--~-+------------------ir---t---t---t-----J ~'1fPE 2~ EXPIRES 12
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY:-~-
CIIKD □Y· (YJf'
RVWD BY: 7
PROJECT NO.
SDP 05-02
LLOYD B. HUBBS
,1/--::.J,la"
31 05 DATE
DRAWING NO.
431-5
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·c?),;?~ PER DOC:---
/ \ DATED: ----
. I \PR 05-51
BENCH MARK
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DESCRIPTION: CONCRETE MONUMENT WITH STANDARD
DISC STAMPED [CR 15
LOCA !ION: 500' SOUTH OF INTERSECTION OF EL CAMINO
REAL AND PALOMAR AIRPORT ROAD, EAST SID£ OF EL
CAMINO REAL, ALONG FENCE LINE.
RECORD FROM: SAN DIEGO COUNTY PREGYSE SUR'IEY LE'IELS
{R.S. 1800-1)
ELEVATION: 296.48 DATUM: IJ.S.C. & G.S.
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DATE INITIAL
ENGINEER OF WORK
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GRAPHICAL SCALE
PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
h (, ~ 3444 P. 858 376-
Fax: (858) 376-3555
!~ q{'? (O~
Rjc,E: 50940 ' " DATE
MY REGISmA noN EXPIRES 9-30-07
A'S -Bv1L, ..
DATE INITIAL
REVISION DESCRIPTION. OTHER APPROVAL
.,
DATE INITIAL
CITY APPROVAL
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I<> WATER DATA
NO, DEL TA OR BRG. RADIUS LENGTH REMARKS
I N56' IJ' 55"W 29.66' 10' PVC Cl50 * 2 NII' 00' OJ'IY 46.32' 10'. PVC Cl50
J N56" #' J5"£ hf-6,1/ 10• PVC Cl50
4 N6T 11' 1o·w 46.48' /()' PVC Cl50
5 NIB' 26' JO'IY 229.10' /0' PVC Cl50
6 NJJ' 15' 25"W 4J.O/' 10' PVC Cl50
7 r1s,•44•35'£ 15.3-~11·1 Iv jirv'cu ?'CJ
t NO OEF/£LCTIONS AT BELLS, R i/NCS OR OF TH£ PIPE 11/ll BE
ALLOllfl}. THE USE OF 0£F/£CIION COi.LARS SJ/All BE REOIJIREO
"AS BUILT" -
(lh-~I~ 112/;&/r., 7
' P.E. 50:/.:/:Q_ E P. 3/3o/d9 DATE
REVIEWED BY'-4/~
1qlm/2z ~~
INSPECTOR/ ca, DATE
I SH~ETS I I SH3EET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
WATER IMPROVEMENT PLANS FOR:
CARLSBAD RESEARCH CENTER . LOT 6
APPROVED: 6Y LLOYD B. HUBBS
~~ ,_..--~;,..;,.t; .-_!_l)_J/o5
CITY ENGINEER PE 2' -89 EXPIRES 12/31 /05 DATE
OWN BY: PROJECT NO. DRAWING ND.
CHKD BY: .C-u'.L
RVWD BY: SOP 05-02 431-5 __,
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DESCRIPTION: CONCRETE MONUMENT 111TH STANDARD
DISC STAMPED £CR 15
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i;:i._ ''-'.>.., -~'1f
:2 1::
! : 1+00
LOCATION: 500' SOUTH or INTERSECTION or El CAMINO
REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF El
CAMINO REAL, ALONG FENCE LINE.
RECORD FROM: SAN DIEGO COUNTY PRECISE S/JRVEY LEVELS
(R.5: /800-1)
ELEVA TION: 296, 48 DA TUM: U.S. C, & G.S.
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PARTNERS
Planning and Engineering
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph. (858) 376-3444
Fax: (858) 376-3555
ANDREW J_ KANN R;CE 50940
MY REGISTRATION EXPIRES 9-J0-07
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GRAPHICAL SCALE
"AS BUil T" ~/~ .JE./L~lo7
P.E. 509"fo EXP. 9/3°(0 9 DATE
REVIEWED BY:
,,..-----,, """" INSPECTO ------.. 10/m/o?
DATE
1----+---t-------------+----+---+----+---1 I SH4EET I CITY OF CARLSBAD I SHE4EIS I ENGINEERING DEPARTMENT
l-----+---+-------------------+----1----t----1-----, ~===--'================--===::::
--l----l-----
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION omER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
CARLSBAD RESEARCH CENTER
LOT 6
APPROVED: Cf Y LLOYD B. HUBBS
L~===~4~~~=~-~-=·~--~--~I~~~
CITY ENGINE~E 23sfuiciPIRES 12 31 05 DATE
DWN BY:
CHKD BY: GVP
RVWD BY:
PROJECT NO.'
SOP 05-02
DRAWING NO.
431-5
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