HomeMy WebLinkAboutDWG 423-6; SDP 97-08B; PARCEL C PM 18146 CARLSBAD CORPORATE CENTER; 01-05",
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OJH[R PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON JH/S SET OF PLANS.
2. AP PRO VAL OF THIS PLAN DOES NOT LESSEN OR WAI \1£ ANY PORTION OF JHE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR 01HER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECr. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT REL/EV£ JHE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION, ALL PLAN REVISIONS SHALL
BE PROMPll. Y SUBMITTED TO 1HE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM TH[ CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN 1HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE P[RM/TTEE'S POLICY IN 1HE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLIC)'.MUST HAVE A RATING OF 'A" ANOA SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BES1S" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY ANO OJH[R APPROPR/A TE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF JHE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO JHE DEADLINE DA TE OF JHE
IMPR0\1£MENT AGREEMENr.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT 1HE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WIJHIN THE REVISION BLOCK, ON THE
APPROPR/A TE SHEET OF THE PLANS AND Till.£ SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME 1HE PROPERTY OF THE CITY UPON BEING
SIGNED BY 1HE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS
BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND 01HER EM[RG[NCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. Wl-l[RE TRENCHES ARE WIJH/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURV£S, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 1HE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAY? OF COMPLETION OF FIEW TESTS. JHE
WRITTEN FIELD COMPACTION REPORT(SJ SHALL BE /MMEDIA TELY SUBMITTED TO
1HE Cl TY [NG/NEERING INSPECTOR UPON COMPLETION OF THE FIELD TES TS.
12. A PR.CONSTRUCTION MEETING SHAii Bf HF/ D AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION. TESTING AND ALL
OTHER ASPECTS OF 1HE WORK. 1HE CONTRACTOR SHALL SCHEDULE JHt MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION, APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
1J. ALL INSPECTION REQUESTS OTHER THAN FOR ?RECONSTRUCTION MEETING WILL BE
MADE BY CALLING JHE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
o/19) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. iJN THE DA i' BEFORE TH€ INSffCTION IS NEEDED. INSPECTIONS MLL BE MADE"
THE NEXT WORK DAY UNLESS YOU REQUEST 01HERWISE. REQUES1S MADE AFTER
2: OD P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT 1HROUGH THE DEVELOPER AND/OR 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,
15. 1HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
1HE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING 1HE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING 1HE PIPE INSTALLATION
THEREIN. 1HIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARD$ FSTARI ISHFD RY THE CON$TRUCVON SAITTY ORDERS DD E B
CALIFORNIA ADMINISTRATIVE COD£, THE PLAN SHALL BE PR£PARED BY A
REGISTERED ENGINEER AT 1HE CONTRACTORS EXP[NSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO 1HE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WIJH/N ANY WORK ZONE
DURING CONSTRUCTION, OP[RATIONS kn(L CEASE IMMEOIATFl )'; AND THE
PERM/TT££ W1LL NOTIFY THE Cl TY ENGINEER. OPERATIONS W1LL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON 1HE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAi., DEPARTURE OR OPERATION OF TRUCKS,
EARJHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSE:T E:ACH DA r, MONDAY THRU FRIDAY AND NO E:ARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
.,,,.,,,.,18, ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 1HE CONTRACTOR TO 1HE
., .. ,., •ClTY ENGINEER FOR APPROVAL TWO FULL WORKING DA'r'S PRIOR TO BEGINNING OF
WORR. TH£" CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTF OR ADJACENT STREETS AS A RESULT OF 1HE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.
20. 1HE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF JHE AVAILABLE
RECORDS. ATTENTION IS CALLED TO 1HE POSSIBLE EXISTENCE OF OJHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON JHE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON JHE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY 1HE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENll.Y
AHEAD OF THE CONSTRUCTION TO PERMIT JHE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. 1HE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR JHEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 800-422-413J
SDG&E (800) 660-734J
PACIFIC BELL j8pf 892-012J ADELPHIA CABLE COMMUNICATIONS 7~0 438-7741
COX COMMUN/CATIONS 760 805-9809
CITY OF CARLSBAD (STREETS AND STORM DRAIN) 760 434-2980
"CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) 760 438-2722
• SAN DIEGUITO WATER DISTRICT (760) 633-2650
*LEUCADIA WASTEWATER DISTRICT (760) 753-0155
• VALLECITOS WATER DISTRICT (16~ 744-0460
• OLIVENHAIN WATER DISTRICT (760 75J-6466
•BUENA SANITATION DISTRICT (76) 726-1340
• AS APPROPRIATE
P: \Acod\04-52JC~rlsbodCorp\FINAL ..... f:t-lGINEERING\IMPROYEMENTS\IMPVTS_01.dwg ~/9/2005 5: 08: 01 PM PDT
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND 1HE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL . A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON 1HES£ PLANS.UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
'AS-BUILT' PLANS, NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF' TYPE.
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WIJH A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15' PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEE1S ASTM STANDARD 3034
FOR SDR 35 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 WIJH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY 1HE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Till.£ 24,
CALIFORNIA ADMIN/STRA TIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE UM/1S OF WORK OF THIS PLAN PER SDRS D WG Ml 9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN
CRITERIA, STANDARD DRAWING AND SPECIF/CATIONS", AND THE STANDARD
SPECIFICATIONS, MARCH 199J, AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK).
2. 1HE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO 1HE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENr.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WA r, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY 1HE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [71!0] 438-3891)
WATER NOTES
1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WIJH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL
DESIGN REQUIREMENTS AND STANDARDS AND SPECIF/CATIONS FOR CONSTRUCTION
OF PUBLIC POTABLE WATER FACILITIES, DATED OCTOBER 199J, OR THE LATEST REVISION.
2, 1HE CONTRACTOR SHALL OBTAJN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON [XISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM 1HE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPR0\1£D BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT.
4. A PRECONSTRUCTION CONF£RENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. JHE CONTRACTOR SHALL NOTIFY JHE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE NO. [760] 438-3891) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AN[) STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. 1HE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
1H£ FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY 1HE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT', OCTOBER 199J OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, 1H£ DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl VE
FORM OF PROTECTION.
"DECLARATION OF RESPONSIBLE CHARGE 0
I HEREBY DECLARE THAT I AM 1HE ENGINEER OF WORK FOR 1HIS PROJECT, JHA T
I HA \1£ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF JHE PROJECT
AS OEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND
THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND JHAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
BY 1HE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK,
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: REC CONSULTANTS, INC.
ADDRESS: 2442 SECOND A VENUE
R.C.E. NO.: ___ _.c,4cec85.::2"'9 _______ _
REGISTRATION EXP/RATION DA TE: ---'0""6'---.,,30,__--"0"--6 __
C.M.W.D, CONSTRUCTION NOTES
1. WATER AND SEWER LATERALS SHALL HA VE A
MINIMUM OF 5 FEET HORIZONTAL SEPARATION.
2. 2 FEET MINIMUM CUT BETWEEN SUBGRADE AND
TOP OF PIP[.
J. METER BOXES SHALL BE FLUSH WITH GRADE.
4. ALL METER BOXES SHALL BE 17"XJO"X12"
POLYMER CONCRETE AS MANUFACTURED BY
ARMORCAST OR EQUAL.
5. THRUST BLOCK BEARING AREAS ARE PER
C.M. W.D. STD. DWG. NO. W-19, USING A
SOIL MIXTURE OF SOFT CLAY AND SAND.
VICINITY
CITY Of OCEANSIDE
PACIFIC
OCEAN
78
MAP
SITE
: CITY Of VISTA
ROA lr
CITY Of ENCINITAS
INDEX OF SHEETS
DESCRIPTION STATION SHEET
Tlll.E SHEET Tlll.E SHEET 1
INDEX SHEET INDEX SHEET 2
WATER LINE 'A' 10+DO.OO TO 16+75.78 3
WA JER LINE 'A' 16+75.78 TO 21+44.40 4
WATER UN£ '8' 10+00.00 TO 12+97.94 5
CMWD CONSTRUCTION NOTES:
1. ALL POTABLE WATER SERVICES SHALL BE 2-INCH AND ALL POTABLE WA JER METERS
SHALL 8£ 1-1/2-INCH {UNLESS OTHERWISE NOTED ON THE PLANS)
2. ALL /RR/GA TION WATER SERVICES SHALL BE 2-INCH; ALL /RR/GA TION WATER METERS
SHLL BE 1-INCH.
J. ALL WATER METER BOXES SHALL BE 17"X30"X12• POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OF APPROVED EQUAL.
4. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 5 F£ET.
5. 1HE TOP OF WATER METER BOXES SHALL BE FLUSH WIJH THE FINISH SURFACE
GRADE.
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT !DENT/FICA TION NUMBER TO BE
VALID. FOR YOUR DIG ALERT I.D, NUMBER, CALL
UNDERGROUND ALERT TOLL FREE 1 (800) 227-2600
TWO WORKING DAYS BEFORE YOU DIG.
REFERENCE DRAWINGS
161-28, 212-8, 381-2, 381-28,
390-5
SITE ADDRESS
THE EASTERLY SIDE OF EL CAMINO REAL, SOUTH
OF FARADAY AVENUE
CARLSBAD, CA 92008
LEGAL DESCRIPTION
PARCEL C OF PARCEL MAP NO. 18416, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY 1/26/00 AS FILE NO. 2000-39031, O.R. APN
209-050-32
OWNER
H.G. FENTON COMPANY
7588 METROPOLITAN DRIVE
SAN DIEGO, CA 92108
TEL: {619) 400-0120
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THESE IMPROVEMENTS IS
THE CENTERLINE OF EL CAMINO REAL AS SHOWN ON THE
PARCEL MAP NO. 10330, I.E. SOUTH 38i1'53" EAST.
UTILITY DISTRICT APPROVAL(S)
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY A[RIA(
SURVEY MEJHODS FROM INFORMATION GATHERED ON SEPTEMBER Oil.
2003 BY SAN-LO AERIAL SURVE'r'S
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
1HIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
209-50-32
THE CALIFORNIA COORDINATE INDEX OF 1HIS PROJECT IS:
N 1 994 300 [ _ __,6,,.,2""4""9"'5"'00<--____ _
BENCH MARK
DESIGNATION:R1800 335+09 BC DESCRIPTION: STREET SURVEY
MONUMENT STAMPED SAN DIEGO COUNTY ENGINEER SURVEY POINT-19
LOCATION: CENTERLINE OF EL CAMINO REAL STA 335+09
RECORDED FROM: COUNTY OF SAN DIEGO DEPARTMENT OF TRANS-
PORTATION VERTICAL CONTROL DA TA BOOKS.
ELEVATION: 317.114 DATUM: U.S.C.&G.S.(LAND), MSL = 0.00
CARLSBAD MUNICIPAL WATER DISTRICT
~ a 1.4'.,,,--~ s b~/.,,s
ROBERT J. WOJClr ~DATE'
DEPUTY CITY ENGINEER R. C.E. 33698
/_/ I.LI,-, /,\ A,&.,-P-,/ I[/ .r
1 0.o!TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
WORK TO BE DONE
1HE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,'
CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. JHIS SET OF PLANS
4. A) P.C. RESOLUTION NO. 4205 DATED 12/17/1997 (SDP 97-08)
B) P.C. RESOLUTION NO. 4206 DATED 12/17/1997 (SUP 97-05)
C) P.C. RESOLUTION NO. 4552 DA TED 05/19/1999 {SDP 97-08{A))
D) P.C. RESOLUTION NO. 455J DA TED 05/19/1999 (SUP 97-05(A))
E) P.C, RESOLUTION NO. 5744 DA TED 10/06/2004 (SDP 97-08(B))
F) P.C. RESOLUTION NO. 5745 DA TED 10/06/2004 (SUP 97-05(8))
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON DA TED 09/0J/2004,
AND ADDENDUM DA TED 12/01/04.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY 1HE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS, P.C. RESOLUTION NO. 4551 DA TED 05/19/1999, AND
ENVIRONMENTAL APPROVAL DOCUMENTS, P.C. RESOLUTION NO. 574J DATED 10/06/2004,
9. 1HE: CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS
FOR WATER, SEWER AND RECLAIMED WATER.
10. STORM WATER POLLUTION PREVENTION PLAN (S'iVPPP) PREPARED BY: CHERRY ENGINEERING
DA TED JULY 26, 2002 'NDID NO. __ _.9-"-37'--'1-"-01c,,8.,__,75"-'0:..__ _________ _
11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY: REC CONSULTANTS, INC.
DA TED MAY. 2004
12. THE CALIFORNIA STORM WATER QUALITY ASSOC/A TION (CASQUA) STORM WATER BEST PRACTICE
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA DEPT. OF TRANSPORTATION CONSTRUCTION
SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
S.D.R.S.D. OR
C.M.W.D. STD, DESCRIPTION DWG, NO, SYMBOL QUANTITY
10" P. V.C. (CL. 150) WATER PIPE
1 • /RR/GA TION WATER ME:TER ONLY
2" DOMESTIC WATER SERVICE WITH 1-1/2" METER
2• MANUAL AIR RELEASE ASSEMBLY
W-4•
W-6•
-------® -2" BLOW-OFF ASSEMBLY W-6•
6" FIRE HYDRANT ASSEMBLY W-12'
TEE OR BEND AND 1HRUST BLOCK W-15' (SIZE AS SHOWN ON PLANS) W-19'
1~~TE~VE ~16' 131
BACKFLOW PREVENTER {SIZE AS SHOWN ON PLANS) W-20'
B" ABOVE GROUND DOUBLE iHECK VAL VE
DETECTOR ASSEMBLY WIJH 6 GA TE VAL \1£
AND F.D. CONNECTION (SEE FIRE SPRINKLER
SYSTEM SPECIAL NOTE, SHEET 3)
B' P. V.C. {CL. 150) FIRE SERVICE WATER LINE
6' P. V.C. SEWER LATERAL
6" SEWER CLEANOUT
TYPE 'A' TRENCH RESURFACING
w-22•
W-16'
S-7•
s-1•
G-24
13-0
-,w--,w-
-----,@
( • IND/CA TES C.M. W.D. STANDARD ORA WING NUMBER.)
NOTE: SEWER IMPROVEMENTS ARE PR/VA TE
UST OF ABBREVIATIONS
A.C.P.
APPROX.
ASSY.
A. V.A.
8.0.
C./-
C. V.
DOC.
EA.
EXISr./EX.
F.H.
FLG.
G. V.
ASBESTOS CEMENT PIPE
APPROX/MA TE
ASSEMBLY
AIR-VACUUM VAL VE ASSEMBLY
BLOW-OFF
CENTER LINE
CHECK VALVE
DOCUMENT
EACH
EXISTING
FIRE HYDRANT
Fl.ANGE
GATE VALVE
H.B.
I.E.
L.F.
LOC.
LT.
M.A.R.
MIN.
P.J,
P. V.C.
REC.
RT.
T.B.
T.O.P.
HORIZONTAL BEND
IN\1£RT ELEVATION
LINEAL FEET
LOCATION
LEFT
MANUAL AIR RELEASE
MINIMUM
PUSH-ON TYPE JOINT
POL YVIN YI. CHLORIDE PIPE
RECORDED
RIGHT
THRUST BLOCK
TOP OF PIPE
144J LF
1 [A
4 [A
2 EA
J EA
5 [A
19 EA
5 EA
4 EA
4 fA
381 LF
861 LF
11 EA
40 LF
-
R·ltC Clvil Engineering• Environmental
Consultants, Inc.
2442 Second Avonuo
Son Diego, CA 92101
(619)232-9200 (619)232-921 0 Fox
CITY OF CARLSBAD FIRE DEPARTMENT b82LT" REQUIREMENTS
NO. f f.H.(s)'5 F.A.OW 15c<I G.P.t,I. OUT Of _4,_r,H.(S). ~ &/;1/fl'l BG SPRJNKLED@,'No ••. F.A.OW~G.P.M. P.E. ff',5Z.~ EXP. h/¾J/._oa ----19-'¥~816'5
DATE
~Z7Z.th 'JRI MARtN-I tATE
t.,,,, IC, I /4 7.
DATE S TO
I SH~ET I CITY OF CARLSBAD I SHE~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
PARCEL C, P.M. N0.18416
CARLSBAD CORPORATE CENTER
APPROl'E0: LLOYD B. HUBBS d y
----~ J.4,-~':..~ 8/.; /c• CITY ENGINE• PE '-'KB~ EXPIRES 17131105 D1' TE....-?-
DATE INITIAL DATE DWN BY: i PROJECT NO. DRAWING NO. INlllAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 97-08(6) 423-6
CMWO _____ _ \
j
I
Consultants, Inc.
Clvil Engineering• Environmental
2442 Second Avenue
San Diego, CA 92101
(619)232-9200 (619)232-9210 Fox
P: \Acad\04-52JCarlsbadCo;;irp\flNAL_ENGINEERING\IMPR0VEMENTS\IMPVTS_0Z,dwg e/B/20015 5: 09: 24 PM PDT
5
-/'.J
-----------14
INDEX MAP AND DETAILS
_ _I
~--+-w ----w -~ __ -_30 ____ = SD
=
r \
5 --
' -~ ~
WA T[R LIN£ '8
I BLDG. 'D'I
--
WA T[R LIN[ 'A'
I BLDG. 'c'I
-----~~-----11 11 I II II
T T T T
\
11 II
----
II
..--f--a
s s s
I,
\
~ ---
s
I
~
0 25
s
SCALE: 1"c: 50'
50 100
1,--------_ 1 I
150
BLDG. '
s~s~~s ~~s
-+---W ---w
s
---w
s
---w
s
---w
s
---w
s
---+-W EL tAMINC> REAL w
s
---w ---\::::::;;::;:_..J/1.-J.=F-:__ w ---w
----G ----G ----G ----G ----G ----G ----G ----G ----G ----G -+----G ----G
M----M----M----M----M----M----M----M---- M----M---, l==='=======================================================t=="f==c====~~-~~--~ -_-__ --_-_ ~ M----1 M----
INDEX MAP
ENGINEER OF WORK
w
EXPIRES ON 6/30/06
R.C.£. 48529 ~ DATE
~ld-lLT" ~ e/24z
P.E.18£.'1 EXP. ~~a_ DATE
RE~ ~,,..,n, ,., n s-~ ,,, ..
t ,-/,// ,;>'7 DA TE INITIAL REVISION DESCRIPTION INSPECTOR DATE ENGINEER OF WORK
DATE
EXISTING FACILITIES LEGEND,
DESCRIPTION SYMBOL
STORM DRAIN SD
WATER MAIN w
GAS MAIN G
0 V£RHEAD ELEC TRIG OHE
RECLAIMED WATER RW
S£1'!£R s
TELEPHONE T
PROPOSED FACILITIES LEGEND
DESCRIPTION
PVC STORM DRAIN
LANDSCAPE DRAINS
PVC WATER MAIN
WATER EASEMENT
PVC SEl'!£R LATERAL
RETAINING WALL
CURB LIN[
INDEX OF SHEETS
DESCRIPTION
T/TI_[ SHEET
INDEX SHEET
SYMBOL
-------- - ---L.:::.1--- -
STATION/DESC.
TITLE SHEET
INDEX SHEET
WATER LINE 'A' & PR/VAT£ SEl'!£R LATERALS 10+00.00 TO 16+75.79
WATER LIN£ 'A' 16+75. 79 TO 21+44.41
WA 1ER LIN£ 'B' & PR/VA TE SEl'!£R LATERAL 10+00.00 TO IJ+0J.41
I SH~ET I CITY OF CARLSBAD
ENGINEERING DEPARThlENT
IMPROVEMENT PLANS FOR:
PARCEL C, P.M. N0.18416
SHEET
I
2
J
4
5
I SHE~TS I
CARISBAD CORPORATE CENTER
APPROVED: LLOYD B. HUBBS <9 y-
I~ -~, -/ · ·~ s/,-~lot:
CITY ENGINE• PE ,jag EXPIRES 12/31/05 Dill 7
INITIAL DATE INITIAL
D\lvN BY:
CHKD SY, /if PROJECT NO. DRAWING NO.
OTliER APPROVAL CITY APPROVAL RVWD BY: SOP 97-08(B) 423-8
CMWD _____ _
1 +00
10+71.74
1EA, 10" 90' P.J.
#==2=9='1SF / B, ,;.
I , I
11+08.81, 15LT WATER LINE 'A'
J41+J9.44, 185. lRT EL
,6" SEWER C.O.
304. ~ I~. J10.66
BEND AND . '
--
J06.90 FL 6" .D.
304. 64 IE SWR
-
PROFILE -WATER LINE A
CALES: 1 -20 H. , 1 4 V.
BL
FF=311.5
6" SEWER P.O.C.
J05.00 IE
I
I
1J+J6.51 +
1 • IRRIGATION WATER METER,
SEE lANDSCAPE PlAN FOR
IRRIGATION DETAILS. --
11 +00
I
I
/
_;::[X..clc..ST-'-. _S_W_R_M_._H. ___ ~
(J01.78 If OUT) ,,,,--
CONSTRUCTION NOTES
<U---'11
I
G) CONTRACTOR TO COORDINATE ANY WATER LINE SHUT-DOWN OR
SERVICE INTERRUP110N WITH C.M. W.D., CARLSBAD FIR[
DEPARTMENT, AND ALL AFF[CTED C.M. W.D. CUSTOMERS.
Cl) SAWCUT AND REMOVE EXISTING CURB GUTTER, SIDEWALK AND
A.G. PAVEMENT, AND REPLACE IN KIND WJ/H CONCRETE
SIDEWALK, TYPE 'G' CURB AND GUTTER, AND TYPE 'A' TRENCH
RESURFACING.
Civil Engineering• Environmental
2442 Second Avenue
San Diego, CA 92101
(619)232-9200 (619)232-9210 Fox
303.34 IE SWR -------
I I II t,-c-V
341+39.91, 76.0'RT EL CM REAL)
6" SEWER C.O.
303,07 I[
.cj14.17 RIM
_l _l
•
SWR AT 1.0%
-=
I II
315 (;)
-----i--_J
I BLDG. 'c'I
FF=312.4
II I
.{
=
I
()
-1--
341+39.91, 48.5RT EL CM REAL
6" PVC SEWER lA TERAL TEL TEL ---~L ----TEL
01.59 IE [X 10" VCP
EXIST.
, ,-EXIS~l,9;. VCP SE'f [R
~ ( 161 28)
10"VCF'_S ~ 1
~ I '
□ WATER DATA CAUTION:
LOCATION OF EXISTING
UTILITIES TO BE VERIFIED
BY CONTRACTOR. NO BEARING OR ANGLE RADIUS LENGTH ITEM
II] S J8' 11' 53" E 6.31' 10" PVC
II] N 83' 11' 53• [ 65.43' 10" PVC
III s 46' 25• 36" r 2J0.77' 10" PVC
@] 39' 22' 30" 100,00' 68.72' 10" PVC
[fil 4' 44' JO" 655.26' 54.23' 10" PVC
[§J 44' 06' 59• 120.00·
[Z] S 46' 25' 36" [
92.40' 10" PVC
157.93' 10" PVC SCALE:
~~I
1"= 20' 1---~1
= -==
I II -,
~
,'t')' 0
RIGHT-OF-WAY _,
J05.96 FL 6" S.D.
JOJ.97 IE SWR
1 J+68. 16 (WATER LINE 'A')
10+00.00 (WATER LINE '8)
1-10" P.J.xFL.xFL. Tf.E
2-10" FL.XP.J. GAT~ VALVE
AND 37 SF T.8.
13+93.47
6" DBL. C. V. ASSY W/ 6" G. V.
AND FIRE DEPT. CONNECTION (SEE
FIRE SPRINKLER SYSTEM NOTE l'.i'\
HEREON. l 3/
16 SF TB \ 158.52'~6"PVC
_--,s:--_---q;~--c..\ SWR AT 1%
II
TEL Q
till
) .
06.03 FL 6 S.D.
303.02 IE SWR
ENGINEER OF WORK
Consultants, Inc. 0 10 20 40 60
P: \Acod\04-52.3CorlabodCorp \FINAL_ENGINEERING\IMPROVEMENTS\IMPYTS_OJ.dwg 6/9/2005 5: 10: 42 PM PDT
I
I
I
I
I
\
\
1 +89.56
6". F.H. ASSEMBLY
16 SF TB
II
II
II
....._____ .
J04. 10 F 6 S.D.
30 .90 IE 6" SWR
I BLOG. '['
FF=309. 7
li
\J.....==i1 \(
""'·~ '"'"' "" .,., ,I'\ 1;;1
JJ5+88.56, 156.00'RT (EL CAMINO REAL)
1EA-10" 90' P.J. BEND AND SWR P.O,C, 52 SF TB, Ii= 90·00·00· \ J02.10 IE
\
\+
\1
\ / II \/ ~✓--r-4\i {
°' I I ~ -I
18,4J'~6" pv!v".:l=~=~~l~_,..._~-=~=~ _--=~f~Lc::~_;;_~sl= SWR AT 2 :;. ~-'
\
\
\ II
II
..-=-"II
I
20' WID 't{AJER EA.SEMEN
TO TH[ CARLSBAD M. W.D.
REC. ____ __:,,...,,._
DOC NO. _____ ·'-!-
I I
338+99.24, 59 .0'RT EL CM REAL
FUTURE REClAIMfD WATER METER
□
315
l._
(300.4Q ilf. IN, 300.30 1£ OUT)
15+27.88, 40.6J' LT (WATER LINE A)
337+40.76, 175.1'LT (EL CM REAL)=
6" SEWER C.0.
30/:73 IE,~
-
--
15+00,00
2" BLOW OFF ASSY
_J
-
15+ 9.39
6" F.H. ASSEMBLY·
16 SF TB
-
16+48,62
6" DBL. C. V, ASSY W/ 6" G. V.
AND FIRE DEPT. CONNECTION (SEE
IRE SPRINKLER SYST!J,L NOTE -
-""' SHEET_ 2.) ----
16+00 -W
w i -WATER LINE 'A' -1 ---
-
r L _J
16+70.78
J -
r
F
-~F'.:;H:L----·J" WATER SfJ?VICE 'tilJH
/ 1 1/2" WATER METER AND
1 /2" BACKFLOW PREVENTER
5+29.55, 34.74' LT (WATER LIN[ 'A'
337+28.J2, 100.7' RT fL CM REAL
------
MJ
\
\
\
I
'>-
"SEWER C.O,
337+21.99, 64.0'RT (EL CM REAL) +309(\9 ' /[, 309.8l RII(_
6" SEWER C.0. 38!.25'~6" PVC "'
335+51.90, 64.0'RT (EL CM REAL )
6" SEWER C.0 .
-301.00 IE,~;;;4.,,9,-;;RIM
...J00.65 IE, J16.7 RIM ------\-\~-SW
l._ l._ Q_ l._ l._
□□
337+21.99, 48.5'RT EL CM REAL 2
6" PVC SEWER LAIERAL""~=~~+:::::::':::::=====:::::'=:=::::======t====f.~~ 299.85 IE EX 10" v1 SEW[ ----n-<---j,W,,HI
,
["SHml CITY OF CARLSBAD I SHE~TS I 1---1---1-----------------t---t---t---t--1 ~ ENGINEERING DEPARTMENT
l---l---l--------------+---+---t-=1r-=i
DA DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
PARCEL C, P.M. N0.18416
CARLSBAD CORPORATE CENTER
DWN BY:-~-
CHKD BY: .... !'f-f-RVWD BY:
PROJECT NO.
SOP 97-0B(B)
DRAWING NO.
423-6
(
16+50 17+00
16+75.79
1 EA-10" 90' P.J. BEND
AND 51 SF TB r
t:, -90·00·00·
BLDG 'F'
FF=310.8
CAUTION:
LOCATION OF EXISTING
UTILITIES TO BE VERIFIED
BY CONTRACTOR.
R·E•(:
Consultants, Inc .
Civil Engineering• Environmental
2442 Second Avenue
San Q;ego, CA 92101
(619)232-9200 (619)232-9210 Fax
17+50 18+00
CONSTRUCTION NO1ES
(j) CONTRACTOR TO COORDINATE ANY WATER LINE SHUT-DOWN OR
SERVICE INTERRUPTION WITH C.M. W.0., CARLSBAD FIRE
DEPARTMENT, AND ALL AFFECTED C.M. W.D. CUSTOMERS.
P: \Acod\04-523CorlsbodCorp\FINAL_ENGINEERING\IMPROVEMENTS\IMPVTS_04.dwg 7/1/2005 3: 32: 01 PM PDT
18+50
N0.48529
P. 6/30/0
7
PROFILE 'V WATER LINE A
SCALES: 1 "-20'(H.), 1 "-4'(V.
19+00
18+56.36
6" FH ASSY.
76 SF TB
19+00
--+--W
r7
19+5 0
>( ,-J---.,-'+-1 w
----
ENGINEER OF WORK
2 0+00
BLDG '['
FF=309. 7
~~-------..._,__ 20' WIDE WATER EASEMENT
TO CARLSBAD M. W.D.
REC,-,-,--------
DOC. NO.
0
C uT IN u..\<,,.
AT c.oNNe,::.;
2 0+50 21+00
20' GENERAL UTILITY EASEMENT-,'----H'----.
TO THE CITY OF CARLSBAD
PER PARCEL MAP M.S. 98-11
I
I
I
I
I
I
I
I
I
~ cii
I -1 "' ~I
I vl I
Cl. <..)
"'I
~I ,..I
I --1,-
I 121+0 w I
I
- -----✓,,~, --------
I 1--
-l -1
==i ~
I
I
-----
/
/
/
/
21+50
I •
22+00
I
I
'i-aa==-1 §;' y I o ---r-20' WIDE WATER EASEMENT
1 -I TO CARLSBAD M.W.0.
I
I
-21+44.41
REMOVE EX. 10• P. V.C. TO NEAREST
JOINT AND REPLACE W/ NEW 10"
..__-1-------f+-CL150 PVC PIPE. INSTALL:
1 EA 1o·x10' TAPPING SLEEVE
1 EA 10" F.L. GATE VALVE
",~-~1 EA 2" B.O. ASSY
iH:f'---,tft--:; SF TB
~f.-T
□WA1ER DATA
NO BEARING OR ANGLE RADIUS LENGTH ITEM
0] N 43' 34' 24" E 180.58' 10• PVC
[ID N 11 ' 17' 03" E 288.04' 10" PVC
I
~~19'] ~=--1~~~~¥~
I SCALE: 1 "= 20' ~--1 1--~1 ----0 10 20 40 60
)
[s'Hrri7 CITY OF CARLSBAD I SHESETS I l-----+--+-----------------+---+--1----+----t L..i._J ENGINEERING DEPARTMENT
l-----+---+-----------------+----+---1----+----t
IMPROVEMENT PLANS FOR:
PARCEL C, P.M. N0.18416
CARLSBAD CORPORATE CENTER ~LT" ~ @4lo71----+--+--------+------i-+---+----i /:V-,. ~AP;;,P,:;;RO;,;:V;.;ED;;:, =;cL;=;LO,;;YD;;=;;;B_=;Hc;;:U;;;,BB;;,S;::6'==r==========~
P.E. f-852/~ EXP. Gr-JOf> DATE 8/.;;./o-5 k & D TE INITIAL DA TE INITIAL DA TE INITIAL OWN BY: -..,,,__
CH KO BY: ,,.4'.,,__
RVWD BY:
EXPIRES 12 31 05 DA TE '
PROJECT NO.
SOP 97-08{8)
DRA'MNG NO.
423-6 UCE A. ROB. ON R.C.£ #1529 DATE
EXPIRES ON 6/30/06 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL
CMWD _____ _
9+50
31
30
39
10+00 10+50
' II
~B_L_DG_'c_'_I p~I
FF=312.4 j / ~,Jr ,: ~ /
13 1 02.51 C:::
; 10+00.00
/
I
!;ONN[CT J;
(Sf£ SHEET
I ..-/ II I I I
I I
I ~ I
I I
I I
V
I
I
!
f
/I
I ~ I
I
I
CONSTRUCTION NOTES
I
..._____
CAUTION:
LOCATION OF EXISTING
UTILITIES TO BE VERIFIED
BY CONTRACTOR.
G) CONffiACTOR TO COOROINA TE ANY WATER LIN£ SHUT-DOWN OR
SERVICE INTERRUPTION WITH C.M. W.0., CARLSBAD FIRE
DEPARTMENT, AND ALL AFFECTED C.M. W.O. CUSTOMERS.
Consultants, Inc.
Civil Engineering , Environmental
2442 Second Avenue
Son Diego, CA 92101
(619)232-9200 (619)232-9210 Fox
P: \Acad\04-523CarlabadCorp\F!NAL_ENGINEERING\IMPROVEMENTS\IMPVTS_05.dwg 6/9/2005 5: 13: 01 PM PDT
I
'I
""
;
PROFILE ,.,., WATER LINE B
CALES: 1 20 H. , 1 -4 V.
1 1+50 12+00
BLOG 'D'
FF=311.5
1
"19+ 3.34
0
'0-------,1'-'f _ tf JfR wlffi'1~hrR --
1-1/2" BACKFLOW PVTR.
--
w 11
;-
I ~ / 7 L 20' WIDE WATER EASEMENT
TO CARLSBAD M. W.D.
NO
I@]
Ii]
11]
[Qj
181
REC. _____ _
DOC. NO.
Or----~ 10+95.94 + 6" FIR[ HYDRANT ASSY
--15 SF re -bd
6
□ WATER DATA
BEARING OR ANGLE RADIUS LENGTH ITEM
3T 36' 03" 170.00' 111.56' 10" PVC
N 43' 28' 40" E 175.10' 10" PVC
S 80' Jg' 29" E 9.75' 10" PVC
N 9' 20' 31" [ 7.00' 10" PVC
S 51' 48' 07" W 20.56' 6" PVC
6
---
BLOG '['
FF=309.7
3 5
3 0
300
395
12+50 13+00
I
I co' I ",' I _,,,_ I /
"" c:, ~I / r
30• G[N[RAL UTILITY EAS[M[NT-1:::::::t1-fif--.---,cf__,. TO THE CITY OF CARLSBAD
P[R PARCEL MAP M.S. 98-11 I 1
I I I ~'
/ ci_l I = fit I ~ ==-~ "2 t:. Bee_ S.,.D~ _J ~ ,,,__-~-----
r= =r = =
~
:E
\ '
it
10+27±
EXIST. 6" FH ASSY.
PROTECT IN PLACE
I I
BLOG 'o'
FF 311.5
J I
i I
I I
I I
I I
I I
I I
6" DBL. C. V. ASSY. I I
I I
1 I 1
I I
I
I I
I
i I !
"'
I
'/
I
I \
9+54.23 EXIST. WTR. MAIN
1 WIT TAP 6" CONNECTION
TO EXIST. 10" PVC WTR.
6" DBL. C.V. ASSY W/ 6" G.V.
ANO FIR[ DEPT. CONNECTION, (Sf[
>
I I --H[R[ON.-16 SF TB \
BLDG 'D'
FF 311.5
I - --I - ---0 -i------I"
I I "' I I '
I I
I I
I I
I I ~I I
I
;s , .!..., -I /
SCALE: 1 "-20' / di I !i / c _ /
~~'-I --41-0 ---610 SCALE ANO NORTH ARROW 0 10 20
APPLIES TO 2 PLANS ABOVE
\( \
' u'
"
X J/7
~~
"'' ~ 335+61.90, 112.1
\
~\ ~ x
JJ5+61.90, 64.00' RT "EL CAM. REAL"
X CL 6" SWR. C.O.
300.92 IE \
335+61.90, 48.50' RT ,"EL CAM. REAL"
6" PVC SWR, LATERAL
299.19 I.E. EX. 10" VCP
·-~
~ •• q-l
,, /o ")-~
o<:i ¢,, \ '\i'<-\_\
\ '\
SCALE:
\
✓
1"= 20'
X
~~I _______ I
0 10 20 40 60
~ I
3?
\
\
I
~ ---LJ/1f"o:-----____,,
:::i;; 27.24'~6" PVC SWR AT 10.0%
, '<o 306.34 FL 6" S.O.
304.70 IE SWR
6" PVC SWR P.O.C.
305.J I.E.
BLOG 'F'
FF=310.8
0
I SHSEET I CITY OF CARLSBAD I SHESETS I l---t--+---------------i-----t---;----t----1 ENGINEERING DEPARTMENT
l---+--+---------------i-----t---1----t----1 .----------------~:_-_-_-_-_r-_-_-_-_i+---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~_-_-_-_-_-_rr----_-_-_rt----_-_-_r_-_-_-_-_r_-~_---::1 IMPROVEMENT PLANS FOR:
ENGINEER OF WORK ~~UILT"e,/,~,,,7 1---+---+---------+----1r--+---+---t PARCEL C, P.M. N0.18416 ~ =-If)~ _'/_J_·____!'.' CARLSBAD CORPORATE CENTER ~-Ro
:::;
"" CD N0.48529
SCALE: 1 "= 20· EXP. 6/30/0
~ I I I
0 10 20 40 60 Q,q;jJ]l "" ~~ .e/4'~
DATE
EXPIRES ON 6/30/06
1---t--+---------------i-----t---1----t----1 ~,::;::PP;::;R::;::OVE::;::O;:::, =L:::;LO::;Y0;:::8::;::.=H===us;::;s::;::s ,,==:r==========
P.F ff,'529 EXP. f:,/3cµ,P, DATE · • tf!/;.:z.J.,,-
9 EXPIRES 12 31 05 o;i;TE~,,
DATE INITIAL DA TE INITIAL
I p REVISION DESCRIP TION OTHER APPROVAL CITY APPROVAL
D VvN BY: -..,,---
CH K D BY· &fl
RVWD BY:
PROJECT NO.
SDP 97-08(8)
CMWD __ _
DRA'MNG NO,
423-6