HomeMy WebLinkAboutDWG 462-7; PUD 09-02; LIFE TECHNOLOGIES; 01-02GENERAL NOTES
1. THIS PLAN SUPERSEDES 'ALL OTHER PLANS PREVIOUSLY APPROVED BY IHE CITY OF CARLSBAD REGARDING l/1PROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL Off THIS PLAN! DOfS NOT LESSEN OR WAI\£ ANY PORTION OF IHE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDIVONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJF:CT. IHE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS M-/EN NON-CONFORMANCE IS DISCO\£RED.
3. CITY APPROVAL OF PLANS DOfS NOT RELIE\£ IHE DE\£LOPER OR ENGINEER-
8f_;it§trifs F1Wi~collSN~1iYli'fvG FOfoNsW6cnii~tEt0~LAN'{EVl~i~rsSH1~e
BE PROMPTLY.SUBMITTED Tf) IHE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-:WAY PERMll FROM IHE CITY £;NG/NEER WILL BE REQUIRED FOR ANY
WORK IN IHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE A
CERT/FICA TE OF INSURAN~ MUST BE FILED NAMING IHE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON IHE PERMITTEE'S POLICY IN IHE MINIMUM AMOUNT
OF $11000,000.00 FOR EACH OCCURRENCE OF LIABILITY. E IN U NC
COMPAr; TING E POLI MUST H \£ R F A-T
AN SIZE CATEGORY OF CLASS V ETTER AS ESTABLISHED BY BESTS KEY
RA NG GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA\£ BEEN OBTAINED FROM IHE CITY AND: OTHER APPROPRIATE AGENCIES.
6' !rf~5g1WMEN91 AR1fWfr c$1ts~ucifi1~R10P TO Rf.i<f1RtfADL1tE lli.1r P~f PO.iff
IMPR VEMEN r f GREEMEN T. ·
7. NO REVISIONS WILL BE 'MADE TO THESE PLANS I\IIHOUT 71-IE WRITTEN APPROVAL OF IHE CITY ENGINEER. NOTED I\IIHIN IHE REVISION BLOCI<, ON IHE APPROPR/A TE SHEET OF llff PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME IHE PROPERTY OF IHE CITY UPON BEING SIGNED BY 71-IE CITY ENG/NfER.
9· M RftG}ff.fc~kE~~~f f WORTti'R~oRBf o ~~~r!!ic&:P-IJ5fef CJrAnitWMif0~o/nWii CITY. .
10. ACCESS FOR , FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
IHE PROJF:CT SITE AT ALL .TIMES DURING CONSTRUCTION.
11. M-IERE TRENCHES ARE r'rf1HIN CITY EASEMENTS. A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (~) LABORATORY WORK SHEETS AND (C) COMPACTION
CURv£S, SHALL BE SUBl.jlTTED BY A PROFESSIONAL ENGINEER OF 71-IE STA TE OF
CALIFORNIA, PRING/PALLY , DOING BUSINESS IN THE FIEW OF APPLIED SOILS
MECHANICS. 71-/E SOILS REPORT I\ILL BE SUBMITTED TO IHE CITY ENGINEERING
INSPECTOR ~THIN TWO WORKING DAYS OP COMPLETION OF FIELD TESTS. IHE
WRITTEN FIELp COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
IHE CITY ENG/NEERING INSPECTOR UPON COMPLETION OF IHE FIELD TESTS.
' 12. A PRECONSTRUC11QN MEETING SHALL BE 1$,D AT 11-IE SI~ PRIOR TO 11-IE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA Tl\£(
RESPONSIBLE I FOR CONSTRUCTION INSPECJJON SUPERWSlON TESTING AND AL
0 £ T. 0 IHE WO 1H O ACTOR SH LL CHE L MEETING
BY CALLING E INSPECT/ LINE AT (760) ~-3891 AT LEAST Fl\£ (5) WORKING
DAYS PRIOR fO STARTING CONSTRUCTION: APPROVED ORA WINGS MUST 8E AVAILABLE
PRIOR TO SCHEDULING. .
13. ALL INSPECTION REQUESTS OTHER lliAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING lliE ENGINEERING 24-HOUR IN £CTION RE EST LINE AT
7 0 4.JB-3891. INSR CTION UESTS MUST B RECEIVED PRIOR TO 2: 00 P. .
I WILL MAD
IHE NEXT 'NO{?k DAY UNLE;SS YOU REQUEST 011-iERWISE. REQUESTS MADE AFTER
2: 00 P.M. Wl~L BE SCHED(!LED FOR TWO FULL WORK DAYS LATER.
14. IHE OWNER A/'/D/OR APPLl¢ANT 71-IROUGH 11-iE DE\£LOPER AND/OR CONTRACTOR
SHALL DESIG/'I, CONSTRU/;T AND MAINTAIN ALL SAFETY DEVICES. INCLUDING
SHORING, AND SHALL 8E SOLELY RESPON~IBLE FOR CONFORMING TO ALL LOCAL,
STA TE AND FEDE:RAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS.
15. 71-IE CONTRACTOR SHALL CONFORM TO LABOR 90DE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO 11-iE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
11-il!' DESIGN OF SHORING, BRACING SLOPE OR 071-IER PROVISIONS TO BE MADE
Of WORKER PROTECTION FROM 11-iE; HAZARD OF CAVING GROUND DURING lliE
EXCAVATION OF SUCH )'RENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
11-iEREIN. 11-i(S PLAN M(!ST BE PREPARED FOR ALL TRENCHES Fl\£ FEET (5') OR
MORE IN DElfrH AND APPROVED BY 11-iE CITY ENGINEER AND/OR CONCERNED
AGENCY PR/QR TO EXC,:I VA TION. IF 1HE PLAN VARIES FROM lliE SHORING SYSTEM
STANDARDS fSTABl ISHFD, BY lliF' CONS)RUC110N SA[fTY ORQfRS, Ilil f B
CALIFORNIA AQMINISTRA Tl\£ CODE, lli~ PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT lliE CONTRACTORS EXPENSf. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO lliE INSPECTOR PRIOR TO EXCAVATION. .
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVERED f',111-i/N ANY WORK ZONE
DURING C()NSTRUCTION~ OPERA 110NS Wt CEA.SE /MMEOIA 1ft Y, AND IHE
PERMITTEE ~LL NOTIFY i. 11-iE CITY ENG/NfER. OPERATIONS WILL NOT RESTART
UNTIL 11-iE
1
PERMITTEE 1:1AS RECEIVED WRITTEN AUlliORITY FROM 11-iE CITY
ENGINEER TO DO SO. !
17. ALL OPERATIONS CONDuctro oN mE SITE oR ADJACENT 11-iERETO, 1NcLuo1NG
WARMING UP, REPAIR,! ARRIVAL, DEPAR71JRE OR OPERATION OF TRUCKS,
EARTl-iMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 011-iER ASSOCIATED
GR/',DING EQUIPMENT SH~LL BE LIMITED TO 11-iE PERIOD BET'M:EN 7: 00 A.M. AND
SUNSET EACH f Y, MONO,:\ Y lliRU FRIDAY AND NO EARTl-iMOVING OR GRADING
OPERATIONS ALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS .. (A LIST OF CITY
HOLIDAYS IS r\. i\lLABLE AT llif ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY 11-iE CONTRACTOR TO 11-iE
CITY ENGINEERk FOR APPROVAL nlO FULL WORKING DAYS PR!~ TO BEGINNING Of
WOR~. lliE co TRA~ IAL~ BWESPO~SIBLE F~ ANY ()£ RI~ OR DAMAGE
o¢<RRING ALQNGHLOU OR A JACENTJEETS AS A 70LT Of ff GRADING OPERATION. • .
19. NO BLASTING SHALL BE COMMENCED MTl-iOUT A CITY ENGINEER APPROv£D
BLASTING PROGRAM AND JlLASTING PERMIT.
20· W!cBit~!~fk&l?r p~~g~iff;OBr~w~~uBl~lf??:1:~~J~
UTILITY FACIUTIES OR S1RUC71JRES NOT SHOWN OR IN A \Wi:tTION DIFFERENT
~~~AmfJxfi9~.RJ1.JR1Pf foLAftroTE~~ 1R~Wi510fs 15Ji~~ o2 ffiE ~fA~s ~¼b
ANY OTHER [~STING fACltlTIES OR STRUC71JRES NOT SHO'M'I.
21. 7: CONTRACTOR SHALL~-Vf§IFY Tt/E LOCATION OF ALL EXISTING FACILITIES ABOv£GROl,IND AND UN!it.Rw,OUND )_ 11171-1/N 11-iE PROJECT SITE SUFFICIENTLY
EAD Of • 11-iE CONSI/{UCTION TO PERMIT 71-IE REVISIONS OF 11-iE CONSTRUCTION
PLANS If It IS FOUN"f 7H1T 71-IE AC71JAL LOCATIONS ARE IN CONFLICT 111TH
11-iE PROPOSE;D WORK. · .
22. lli~ fONIRACTOR SHALL N TIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT L AS TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTTON NEAR 11-iEIR F. CILITIES ANO SHALL COORDIMATE WORK 11111-i A COMPANY REPRESENTATI\£.
UNDERGROUND SERVICE ALERT
SDG&:E
PACIFIC BELL l TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS , D STORM DRAIN)
"CITY OF CARLSBAD(SEWE,R,WAT[R & RECLAIMED WATER)
'SAN DIEGUITO WATER Dl$TRlcr
*LEUCADIA WASTEWATER DISTRICT W:-lJ/!liJ ~ [~ g~;1gi
*BUENA SAN/TA TION DISTRICT
• • AS APPROPRIATE
!BOO 422-41JJ
BOO 660-7343
BOO 92-012J
760 4.JB-7741
760 806-9809
(760 434-2980
(760 438-2722
1
760 633-2650
760 753-0155
760 744-0460
760 753-6466
760 726-1340
2J. IN ACCORDAf/CE 11171-J 11-i~ CITY SUSMP, ALL $TORM DRAIN INLETS CONSTRUCTED BY
lli/S PLAN SJ-fALL INCLUDEi 'STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE
DOWNSTREAM! STENCILS SHALL BE ADDED TO 11-iE SATISFACTION OF 11-iE CITY
ENGINEER.
.5620 FRIARS ~OAD
.SAN DIEGO, fA 92110
619.291.0707
. (FAX)619.291.416S
J-15761-C
r!ckenglneer!ng.com
Rlverslda. Oran a•• San Luis Obispo• Bak~fi~ld. Sacramento • Phoen~ 0 rucson
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10-JUL·2D09 10)18
CITY OF OCEANSIDE
PACIFIC
OCEAN
WATER NOTES
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
CITY OF VISTA
NOT TO SCALE
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED 'N
ACCORDANCE Willi 11-iE "CITY OF CARLSBAD ENGINEER/NG STANDARDS" (LA TEST
EDITION) VOLUMES 2 & 3.
2. 11-iE COf'!TRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM lliE DIVISION
OF IND~STRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSH NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTR CTION SAFETY ORDERS.
3. BEFORE IANY CONNECTION OR SHUT DOWN OF VAL YES ON EXISTING C.M. W.D.
LINES. A PERMIT SHALL BE OBTAINED FROM IHE C.M. WO. OFFICE AND MUST
BE SIGNED AND APPROVED BY 11-iE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND 11-iE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PREC()NSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS 8EFOR£ CONSTRUCTION BEGINS. 11-iE CONTRACTOR SHALL NOTIFY 11-iE
CITY OF ,CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CON~TRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING.
5. 11-iE CONTRACTOR SHALL NOTIFY 11-iE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPAR"f!iENT 48 HOURS PRIOR TO STARTING WORK SO lliAT INSPECTION MAY BE
PROVIDE~ -TELEPHONE NO. (760)438-3891.
6. NO TRE(:S OR STRUC71JRES SHALL BE ALLOM:D IN IHE WATER LINE EASEMENT,
ALL EX/STING TREES AND STRUC71JRES SHALL BE REMOVED PRIOR TIJ
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM 11-iE DISTRICT ENGINEER.
Z ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS .OF CATl-iODIC PROTECTION. If DE\£LOPER/OWNER CONDUCTS A SOILS
TEST !PORT AND DEMONSTRATES 11-iAT PROTECTION CAN BE PERFORMED IN
ANOTl-iE MANNER, 11-iE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl\£
FORM O PROTECTION.
8. mE E CT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
lliE FIRE LINE LOCATED BETM:EN 11-iE DETECTOR CHECK VAL\£ AND BUILDING
SHALL B~ DETERMINED BY 11-iE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL · POTABLE WATER AND RECYCLED WATER SER\1/CES SHALL BE 1" AND ALL
METERS SHALL BE 5/B" (UNLESS 011-iERI\ISE NOTED ON PLANS).
10. ALL WA"(ER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS
MANUFAy71JRED BY ARMORCAST OR EQUAL.
11. MINIMUM! SPACING BETM:EN POTABLE WATER LATERALS AND SEM:R SERVICES SHALL
BE 10 fEET.
12. 11-iE TOP OF WATER METER BOXES SHALL BE. FLUSH Willi lliE FINISHED SURFACE
GRADE.
13. CONSIRl,ICTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
lliE 'CRITERIA FOR IHE SEPARATION OF WATER MAINS AND SANITARY SEM:RS"
PUBLISHED BY lliE STATE OF CALIFORNIA'S DEPARTMENT OF HEALlli SER\1CES.
/4. AXIAL ()f:FLECTION AT 11-iE PIPE JOINTS ARE NOT ALLOM:D. 11-iE USE OF A HIGH-
DEFLEC,.10N COUPLING AT A PIPE JOINT MAY BE PERMITTED BY lliE INSPECTOR ON
A CA"'< BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLINr (2 DEGREES/EACH GASl<£T). USE CERTAINTEED "VINYL-IRON' H.D. FOR
C900.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DE9LARE 11-iA T I AM 11-iE ENGINEER OF WORK FOR 11-i/S PROJF:CT, IHA T I
HA\£ EXERCl$ED RESPONSIBLE CHARGE OVER 11-iE DESIGN OF lliE PROJECT AS
DEFINED IN ~CTION 6~03 OF 11-iE BUSINESS AND PROFESSIONS CODE, AND lliA T
IHE DESIGN IS CONSISTENT mm CURRENT STANDARDS.
I UNDERSTAND 11-iAT IHE CHECK OF PROJECT ORA WINGS AND SPEC/FICA TIONS BY
IHE CITY OF CARLSBAD DOES NOT RELIE\£ ME AS ENG/NE£R OF WORK, OF MY
R[SPONSIBILITIES FOR PROJF:CT DESIGN.
FIRM: . RICK ENGINEERING COMPANY
I ADDRESS: 5620 FRIARS ROAD
CITY, STATE: SAN DIEGO, CA. 9211
TELEPHONE: .. 619 291-0707
BY: JOHN D. GODDARD DATE:
NAME OF EN
R.C.E. NO.: JJOJ7
REGISTRA T/1 EXP/RATION DA TE: 06/30/10
APN 212·
INDEX OF SHEETS
APN 212·05-
ff
KEY MAP
SCALE: 1'=400'
SHEET 1 -------------TITLE SHEET & NOTES
SHEET 2 -------------IMPROv£MENT PLAN
REFERENCE DRAWINGS
PLANS FOR 11-iE IMPROVEMENT DWG. 35B-4B
OF 11-iE CARLSBAD SPECTRUM PROJF:CT
PARCELS 1 AND 2
PLAN$ FOR lliE IMPROVEMENT DWG. 264-6
OF FARADAY A VENUE
PLANS FOR 11-iE GRADING DWG. J.58-4
FOR 11-iE CARLSBAD SPECTRUM PROJECT
PLANS FOR lliE GRADING FOR D WG. 2J9-I
COLLEGE BOULEVARD
PLANS FOR IHE GRADING AND DWG. 462-lA
IMPROVEMENT FOR LIFE TECHNOLOGIES
LEGAL DESCRIPTION
PARCEL($} 1 &, 2 OF PARCEL MAP NO. 17971, IN
11-iE CITY OF CARLSBAD, COUNTY OF SAN DIEGO
STATE OF CAL/FORNI~,_ FILED IN IHE OFFICE OF'IHE
COUNTY RECORDER ur. SAN DIEGO COUNTY,
DECEMBER 241 1997 AS FILE NO. 1997-0656621 OF
OFFICIAL RECuRDS AND PARCEL A OF C.O.C. PER
DOC. 1998'-0696720.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 11-iESE PLANS WAS GENERA TED BY AERIAL
PHOTOGRAPHY METHODS FROM INFORMATION GATHERED ON FEBRUARY 6,
2008 BY RICK ENGINEERING COMPANY
TOPOGRAPHY SHOW/./ HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
71-115 PROJF:CT IS LOCATED 11111-i/N ASSESSORS PARCEL NUMBER(S)
212-130-49, 212-130-44, 212-130-45
ffiE CALIFORNIA COORDINATE INDEX OF lli/S PROJF:CT IS:
N 1995700 E 6244500
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD BENCHMARK CLSB-108
LOCATION: 11-iE BENCHMARK FOR 11-ilS SURVEY IS 11-iE 2-1/2'
BRASS DISK STAMPED "CLSB-108" IN INLET
LOCATED NEAR lliE INTERSECTION OF COUGAR
ORI\£ AND PALMER WAY PER RECORD OF
SURv£Y NO. 17271.
RECORDED: ---"2"-1/1"-'0B"/"'20"'0"'2 ___________ _
ELEVATION: -~2~46=·~43~-----DA 71JM: NG\11)29 MSL
BASIS OF BEARINGS
LEGEND .---
IMPRovEMENT SHEET -----1 j
LIMIT AND NO. @
--...:::::.J
FIRE HYDRANT
SEE SHEET 2
PROJECT BOUNDARY ----------
PROPOSED WATER MAIN ----------
PROPERTY LINE ------
PROPERTY OWNER
OWNER Of PARCEL 1, P.M. 17971:
GRIFFIN CAPITAL (CAl~LSBAD POINTE) /Nv£STORS, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 1, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 2, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS J, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 4, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) IN\£STORS 5, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 6, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 7, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) 1Nv£STORS 8, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 9, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 10, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 11, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 12, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 13, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 14, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 15, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) 1Nv£STORS 16, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 17, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) IN\£STORS 18, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 19, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) JN\£STORS 20, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 21, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 22, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 2J, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 24, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 25, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 26, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 27, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /Nv£STORS 28, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) /N\£STORS 29, LLC
OWNf:R OF PARCEL 2, P.M. 17971:
MARARISK CARLSBAD, LLC
OWNER OF PARCEL A, CERT/FICA TE OF COMPLIANCE DOC. / 1998-0696720
IN\IITROGfN CORPORATION A DELAWARE CORPORATION
WORK TO BE DONE
11-iE IMPROv£MENT WORK SHALL BE PERFORMED IN ACCORDANCE 11111-i 11-iE
FOLLOWING DOCUMENTS, CURRENT AT IHE TIME OF CONSTRUCTION, AS DIRECTED
BY 11-iE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. lli/S SET OF PLANS
4. lliE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
5. SOILS REPORT AND RECOMMENDATIONS BY GEOlliECHNICS INCORPORATED
DATED: 12/23/2008 & 12/24/2008
6. 11-iE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY lliE CITY OF CARLSBAD STANDARDS.
7. CALIFORNIA COASTAL COMMISSION DEv£LOPMENT PERMIT CONDITIONS
DATED: N/A
8. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY: RICK ENGINEER/NG COMPANY
DA TED: MARCH 2009 WDID NO. 937CJ.5488J.
9. STORM WATER MANAGEMENT PLAN PREPARED BY: RICK ENGINEERING COMPANY
DATED 3/25/2009 (SY,1,/P 09-04).
10. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
II, ~ CONDITIONS FOR PUD 09-02, DATED _ __:Me:,A,.,_Y_4,.,_,..,2c,:.00,:,9'---
LEGEND
DESCRIPTION DWG. NO. SYMBOL
EXISTING 8' SEWER MAIN --------------. · -------------~~ $ ---·······-
EXISTING SEWER MANHOLE -----------. -----------0 ........
STORM DRAIN (PVT,)·--------------PER DWG. 358-4 ----------SD--
RIGHT-OF-WAY (R/Wl --------------------------------------
EXISTING PROPERTY LINE ---------------------------------------
STORM DRAIN PIPE (EXISTING) ·-----------------------------
WATER MAIN -------------------------W-2• ---------------
WATER EASEMENT ----------------------------------------
WATER END CAP -----------------------------------------
WATER THRUST BLOCK ------------: . · W-1(--------
2' BLOW-OFF------------------·-------W-6! ____________ _
GATE VALVE -SIZE PER PLAN ---------W-16, W-13!' ______ _
FIRE HYDRANT ASSEMBLY -------------· W-12"------------
BOLLARD ----------------------------------------------
2" MAR ··------------------------------w-f!'-----------·
t TRENCH RESURFACING -----------------<,5-25 ------------
~N?~S0AD 5YANPl'.RD ()RA.Wll'lu
ENGINEER OF WORK
RI E GINEERI G CO.
,C.E. 33037
-
--SD
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• • V M ./.ZZl~
1 I 0'1
DATE
QUANTITY
~
1 EA
3 EA
1 EA
2 EA
2 EA
3 EA
1 EA
90 LF
<)•GO
;f NO,3303
EXP,6/30
CIVIL
'1';-t' OF C~\.
CITY OF CARLSBAD FIRE DEPARTMENT , ' "A':' B
1.,\,' J ) ~JJPJJ
LT"
REQUIREMENTS #L NO, OF F,H,(Sl _.LF.fLOW /'5o<J G,P.M, OUT OF _i_F,H,(Sl,
BLOG, SPRINKLED ~NO.,, F,FLOW __ G,P.M, .c.E.J?ol1 --eA BAD MUNICIPAL WATER DI Rl6T
~~t..k ,.~ .,,,.
EXP. o/,¥2 DATE i: BY't;, ('j --101.~L DAVID A1frU-S R.C.E. 33081 ~~'3!)f"'
f!RE M SAL DATE '-1/~ , ~;
~t !TY ENGINEER 7INSPECTOR • ' ~ATE
I SH1ET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 2
IMPROVEMENT PLANS FOR1
LIFE TECHNOLOGIES 11-iE BASIS OF BEARINGS FOR THIS SURVEY IS IHE CALIFORNIA COORDINATE SYSTEM
CCS8J ZONE 6k EPOCH 1991.gg AND IS DETERMINED BY RTI< G.P.S. ME~UREMENTS
Tfti~rfvrsi;.Ji.rM~ is. 11i~r:01Nr 108 ANO POINT 106 As SHO HEREON. PER WATER MAIN
BEARING POINT / 108 TO POINT / 106: N 80•45•54• W APP~• !~I~ 1· H~Jl: 6'1: . '.l,· . o.-,1.,'locl ~P. -,,l31 !t1 -z./JeL10
"2 A6·8/JflT5 DEPUtY CITY ENGINEER PE 33081 EXPIRES 6/30/10 DATE
3-/7-/0 RE:C /1 o~p• ·cs '"~!!., 2 (,,/:!>l10 <_:.Vf' OWN BY1 REC PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY1 0.@J.Jl.ll PUD-09-02 462-7 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY, .!Ul
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY
THE ENGINEER OF WORK, THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES
NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE
RESPONSIBLE FOR THEIR ENFORCEMENT,
1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
MEASURES OR REGULATIONS, THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS AND REGULATIONS.
2, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY.ANO THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE
LIMITED TO NORMAL WORKING HOURS1 AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, R[AL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER,
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL GRADING
IS DONE AND STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS,
IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR
FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE
DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (6191 291-0707. THE
CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT
AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MAY RESULT
FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES,
TEMPORARY DESIL TING BASINS, DIKES, SHORING, ETC.J, UNTIL SUCH TIME
THAT THE PROJECT IS COMPLETED ANO ACCEPTED FOR MAINTENANCE BY WHATEVER
OWNER, AGENCY OR ASSOCIATION IS TO BE UL TIMA TEL Y RESPONSIBLE FOR
MAINTENANCE.
4. THE LOCATION ANO ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY
WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO
CONSTRUCTION OF NEW WORK,
5. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURF ACES TO PROVIDE POSITIVE DRAINAGE ANO PREVENT PONDING OF WATER,
HE SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES
OR TO FINISHED WORK ON THE SITE. THE CONTRACTOR SHALL TAKE REMEDIAL TO
PREVENT EROSION OF FRESHLY GRADED AREAS AND UNTIL SUCH TIME AS PERMANENT
DRAINAGE ANO EROSION CONTROL MEASURES HAVE BEEN INSTALLED,
6. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING THE GRADING OPERATIONS,
7. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF WORK, PRIOR TO THE
PROJECT Cl.,OSE-OUT, A SET OF AS-BUILT PLANS DOCUMENTING ANY CHANGES
MADE DURING CONSTRUCTION.
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•7. 7' 48'
20' PARKING SPACE 28' DRIVE AISLE
I· 20'WATER EASEMENT ' ~
AC PAVEMENT & BASE
PER SOILS ENGINEERS
RECOMMENDATION
34'
TO CMWD
2,0¼
VARIES
3,5' MIN
COVER
SECTION A-A
NOT TO SCALE
I
14'
8" PVC (DR 141
W TER MAIN
6'
il /
111
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CURB &
GUTTER
<, 20' c~---H
t-,,,.,,
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'--/.-ik~ oc.•199~-011 REC FEB 19, 1
r
J I 5620 FRIARS ROAD
SAN DIEGO, CA 92110
619.291.0707
q,/ ..,
@ . /, -·· //"''
. /;
EXISTING 8" SEWER MAIN
PER DWG,N0,358-4
J-15767-C
S (FAX)619.291.4165 ~ ENGlNEElUNO COMPANY ------------•''••k,.e,.ng'!"in••.,•'•''"°•·•co•m
@ San OtegQ Rlvef'Side. Orange• Sat1 Luis Obtspo • Bakersfield -Sacramento• Phoenix• Tucson
R•, 1 5767\ 15761 _11/tr\PHASE.c_cc, 15767C_cc .. ato2, d~n
, -..~rv _,.. 1 t,1 \R 1 ckS t □ndord&\Brs,nt I ey .2006\work ~pam:1\pro J act s\Cor-pStda_2005_ SO\ I DI ot\CorpStds_2005 _so. pan
21 t.!AY 201 0 09• 51
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PLAN: WATER MAIN
10 0 20 40 60 ---
GRAPHIC SCALE 1"= 20'
,.' 1.-... '~
V
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SEE THIS SHEET
/A I
WATER DATA
NO, DELTA OR BRG. RADIUS
N80' 36' 52" W
2 N54' 09' 04" W
FUTURE FIRE HYDRANT
PER 462-7C
LENGTH REMARKS
45.00' 811 PVC OR 1 4, HGL•550
109.77' 811 PVC OR 14, HGL=550
NOTE: IMPROVEMENT & GRADING
PER DWG.NO. 462-7A
NOTE: CONTRACTOR TO FIELD VERIFY WATER STUB
LOCATION AND TOP OF PIPE ELEVATION
PRIOR TO WORK. ENGINEER IS TO BE CALLED
IF LOCATION DOES NOT MATCH PLANS.
WATER EASEMENT
DOC.• 1999-0175733
REC, FEB 19, 1999
TO BE OUITCLA[MED
PLAN: FIRE HYDRANT
201iiiiiiiiiiiilii"O"""""......j0iiiiiiiiiiiiiiiiiiiiiiii2iil0""""""""""""""""""""4',ii0iiiiiiiiiiiiiiiiiiiii6iiil0
GRAPHIC SCALE 1"= 20'
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ENGINEER OF WORK
RI ENG NEE G CO.
REV WED 8Y1
11.,Y {J ,J ,,
·t,
,.,_' 1· r v./i;i ., .
· NSPECTOR
UIL T"
i_pf-u-_
o,; n, DATE
' ifATE
fsHEul CITY OF CARLSBAD I SHEETS I l--~--+--+~~~~--.:.._~~-~----1----+--t----t----t L_2_j ENGINEER[NG DEPARTMENT 2
1--~--+--+--~----~~~~---'--~l--~-+--+----t----t
1----1----+-~~-------~------+-----t---t----t----t IMPROVEMENT PLANS FOR,
LIFE TECHNOLOGIES
WATER MAIN
3-17-10 REC 1 REPLACES SHEET ORlGINALLY SIGNED 2/18/10 i;, 3 10 G..vP
3-17-10 REC 1 SHOW REVISED DRIVEWAY, DETENTION & WATERLINE " u REC
l-=-D...'..A'....TE.C:C..l-l-'NI,,:T"'-IA_L.JL.!."-"'::'..'.'.....'.."".-=:::....::::.::.:.=c..e...:c::.:..:::.:.:..:.=..::....:;c:..::..:=.:=...-+-,DccA-=:TE::-1rcIN::::l:::TlccAL:+-::OccA:::TE:~-f-;:INccIT;::[-;cALci g~~D BJ~, .......,.J~~R~_
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, l<R
PROJECT NO,
PUD-09-02
DRAWING NO.
462-7
I.