HomeMy WebLinkAboutDWG 475-9; CUP 10-10; CARLSBAD KINGDOM HALL; 01-02GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITTONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RAVNG OF "A-" OR B~TTER
AND 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 HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND Ti TLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BU/LT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE Cl TY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRIICTION MITT/NG SHALi BE HE/ D AT THE SITE PRIOR W THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
IJ. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY B[[ORE THE INSf'FCllON IS NEEDW. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH 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. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING. BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA T/ON
THEREIN. THIS 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 [XCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS E'iTABI lStlW BY THE CONSIBIIGTION SAFETY ORDERS Till E B
CALIFORNIA ADM/NISTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCA VAT/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VAT/ON.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCT/ON, OPERA VONS WU I CEA SF IMMEQIA ID l'. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO 00 SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS.
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL 8[ LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
SUNSET EACH DA'(, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING Al ONG TH[ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A TT[NT/ON 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 MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY TH£ LOCA T/ON OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4/JJ
SDG&E (800)660-7 343
PACIFIC BELL (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUN/CATIONS (760)806-9809
CITY OF CARLSBAD(STREETS AND STORM DRAIN} (760)434-2980
'CITY OF CARLSBAD(SEWER. WATER & RECLAIMED WATER) (760)438-2722
'SAN DIEGU/TO WATER DISTRICT (760)633-2650
'LEUCADIA WASTEWATER DISTRICT (760)753-0155
'VALLE;C/TOS WA TfR DISTRICT (760)744-0460
'OLIVENHAIN WATER DISTRICT (760)753-6466
*BUENA SAN/TA TION DISTRICT (760)726-1340
' AS APPROPRIATE
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROF[SSIONAL 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
ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEER/NG 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 THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA T/ONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL 8[ ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL 8[ INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADM/NISTRA TIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION 6 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M/9.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL 8£ REESTABLISHED, PERPETUATED, ANO DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEER/NG INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION}. VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST
EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICT"S EXISTING SYSTEM. A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED
BY THE DISTRICT"S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WA'(, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760] 438-3891}
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION} VOLUMES 2 & 3.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCT/ON SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D.
LINES. A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS" PUBLIC WORKS MANAGER.
4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD [NG/NEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCT/ON, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 10 FEET.
12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STA TE OF CALIFORNIA 's DEPARTMENT OF HEAL TH SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR
C900.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CA T/ONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: SAMPO ENGINEER/NG INC.
ADDRESS: 1034 SECOND STREET
CITY, ST.: ENCINITAS CA 92024
TELEPHONE: 760-436-0660
BY: VINCE SAMPO V. :./. X, / •
(NAME OF ENGINEER)
R.C.E. N0.:~4~4-17-3 ___________ _
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006
OR LATEST VERSION THEREOF), THtSE PLANS ANO THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE. PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WITHIN A 500" PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION ..
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA} AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA "S MUTCD 200J REVISION/, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE. IT SHALL 8£ MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/OED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE. THE R4-7 SIGN SHALL BE 18"X24" AND THE OM/-3
OBJECT MARKER SHALL BE 12"X12"
INDEX OF SHEETS
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 WATER LIN£ AND SEWER MANHOLE IMPROVEMENT PLAN
PROJECT INFORMATION
SITE ADDRESS:
CAMINO VIDA ROBLE
CITY OF CARLSBAD. CALIFORNIA
LEGAL DESCRIPTION:
PARCEL 2. PARCEL MAP 20174
SAN DIEGO COUNTY ASSESSOR"S MAP
BK 213 PG 11
OWNER/DEVELOPER/PERMITTEE:
APN:
213-110-76-00
SOILS ENGINEER
GEOCON. INC
6960 FLANDERS WAY
SAN DIEGO, CA 92121
(858) 558-6900
SHAWN WEEDON
GE 2714
VICINITY MAP
CITY OF OCEANSIDE
HlGHWAY _la
l
PROJECT SITE "'
WORK TO BE DONE
PROJECT NO. CUP 10-10
SUP 10-03
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1.
2.
3.
4.
5.
6.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD ENGINEERING STANDARDS
THIS SET OF PLANS
RESOLUTION N0.6880 DATED~M~A~Y~2'"--'2~0~12'-----~
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK}.
SOILS REPORT AND RECOMMENDATIONS BY_G~E~O~C~ON~/~N~C ____ _
_____ DATED/0-20-2008
7.
8.
THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY 8£ MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED ~N~ll.~A-----~
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY BILL RECORD OSD
DATED l{t/& z,:, 20/2.. WDID NO. ~ 9 '37C.'¼£/f/ #/2-,ft?,:?
10. STORM WATER MANAGEMENT PLAN PREPARED BY SAMPO ENGINEERING. INC.
DATED NE! 6. 2012 . SW/'1P ti/' 12·/Z
Nov.
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESC/1JPTION
PR!RERIY BOUNDARY
PR!RERIY UN£
EASEMENT UN£
EX/SllNG CONTOUR
EXISllNG ELEVA ll/JII
NEW COi/TOUR
NEW £1£VA ll/JII
DAYUGHT UN£
POINT OF C/JIINECllON
B' n,r; WATER MAJN
6' TIRE H'fDRANT ASSEIJBLY
4' FIRE SERWCE DDCV
2' WA /ER SERWCE &: /JETER BOX
ll/RUST BLOCK
MANUAL AJR R£1£ASE VAL If
SEll!J/ MANH!M
S'f'Af{f}Allf)
DR 18
CIIIIV W-12
CIIIIV W-22
CIIIIV W-4
CIIIIV W-15
CMIIV W-6
S-1
LEGEND
SYJ.iJOL
--J12·---
x 312.5. (J/2.5)
---1[1lg]>----
J12.50
-11--11-
i%JP.O.C.
---w---
---w--■-
0
ALL STANDARD DRA'l,fNGS ARE PER SAN 0/EGO REGIONAL STANDARD DRA'/,fNGS {SDRSlJ) UNLESS NOTED Oll/ER'/,fS£
• CITY OF CARLSBAD STANDARD DRA'/,fNGS " CARLSBAD MUNICIPAL 1/'A /ER DISTRICT STANDARD DRA'/,fNGS
"' SlJRSIJ AS PER CARLSBAD MW/FICA ll/JIIS
186 lf
1 EA
1 EA
1 EA
J EA
1 [A
I EA
PALOMAR VISTA CONGREGATION
OF JEHOVAH'S WITNESSES
APPLICANT AND REPRESENTATIVE
PATRICK MURPHY AND MICHAEL PALACIOS
. ,-= N Of"" . ~.t,1"'0
~; ~;:~ !J:J :s,· 1'<', CITY OF VISTA
,"-.. F'l q:j "'\ .:' RON·• -
1706 HILL TOP LANE (858) 692-7070
ENCINITAS. CA 92024
(760) ·633-2696
REFERENCE DRAWINGS
DWG NO.
397-2R
397-2Y
397-2Z
442-6
442-BA
DESCRIPTION
LA COSTA GREENS -EL CAMINO REAL WIDENING
LA COSTA GREENS -NEIGHBORHOOD 1.01-1.03
LA COSTA GREENS -NEIGHBORHOOD 1.1-1.2
LA COSTA GREENS DEVELOPER IMPROVEMENTS -
NEIGHBORHOODS 1.2 & 1.J
LA COSTA GREENS -NEIGHBORHOOD 1.2
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THESE PLANS IS THE CENTERLINE
OF THE CUL DE SAC OF CAMINO VIDA ROBLE AS SHOWN ON
PARCEL MAP 20174 RECORDED DECEMBER 20. 2006 AS FILE NO.
2006-0901065.
N a3·55·00" w 180.90"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
ROBERT STIRES, LS NO. 5193, EXPIRES 6/30/13 FROM
INFORM AT/ON GATHERED ON MAY 8, 2008. TOPOGRAPHY
SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY
STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
?1" .Jrn J(i.nn ,
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 346 E ~1"'6""83"--------~
BENCH MARK
FD. J" DIA BRASS CAP ON. 0. 6" IN CAPPED MONUMENT WELL
STAMPED "S.D.CO. ENGR. DEPT. SURV. MON. 19" PER CITY OF
CARLSBAD STREET LMPR. PLANS PROJ. NO. MS 05-05, STA.
288+89 EC AT CENTERLINE OF EL CAMINO REAL.
ELEVATION: 311.41 FEET
DA TUM: NGVD 29
.l o AL OMAR -~'/.?o'/. ~ S>
' ),;.,..0 o•· ' ' ' -t.11\P-~ ~ 0 ' ~ -,, < 01 CITY Of fc~ ~ \/, v_.-)'1 SAN MARCOS 'il> '"'· -\ Y P1.,, \Y_ "G
NOT TO ,, ,-----------------------------------------,
SCALE 1 U 0 REQUIRED TREATMENT CONTROL BMP TABLE
.\ .··.·•·:1.t•.·.•··· ·••;:•.·/ ~~ !/ f--------,--------'----,------.--MAINT--EN_AN_C_E_,-----,---MAIN--T-E_N_AN_C_E_7
PACIFIC \~· .. ;; ·~~ cosr:i. / AYE~ 0"" TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY
OCEAN ~ ~ f; IE ~
L\_'-.J..-CITY OF ENCINITAS ' SEE DRAWING 415-9A FOR BMP"S
SUSMP PROIECT PRIORITY_·.:#{ [§_Ifs
CITY OF CARLSBAD FIRE DEPARTMENT . . . ~
REQUIREMENTS • •
NO. OF F.H.(S)...b..F.FLOW 1~·G.P.M. OUT OF ....!.F.H.(S).
BLD~ SPRINKLED ~/NO .. )'.FLOW~G.P.M., ,
. t <} ~ -. . ' 12..-s.u,,2.
11 AS BUIL T 11
t/~f. ol.' ,I=;.
P.E. <{<1113 DATE
REVIE\./ED BY,
/)½&u7..,. 12-/J"u,,,
INSPECTOR DATE
1---+--+------------t-----t--t----,r-----i[ SH1EET I CITY OF CARLSBAD I SH2EETS I
~=='-===E:::N=Gl:::N:::E:::ER:::IN:::G:=D=E=P=AR=T=M=E=N=T==::..'::==~
IMPROVEMENT PLANS FOR:
/1\
OA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
CARLSBAD KINGDOM HALL
PHASE I
TITLE SHEET
APPROVE~ X. z/t1,, Y#f
ii,i: 41204 EXPIRES 3/31/13
DWN BY:~=-DATE INITIAL OATE INITIAL CHKD BY• lj(ub
OlHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
CUP 10-10
GLEN K. VAN PESKI vw;, :s ..
DATE , ,
DRAWING NO.
475-9
022113
.,
z 7
---------+--1---+---+---+---+--l---t ---1--+---1---
--·-·----+---f---+---1--+--+---
t---1---·------+---+----l---+--1--1--+---I ----'
132
CAMWO WDA R 1£3LE
132 ,31
I I I I I I
PROJECT NO. CUP 10-101
EXISn G GRADE
~REllr',IN
UP 10-03'
,31
-------t---+---i ---J--+--+---t---t----+-~±-,--+---·---EXISllNG
-__ 1 _-+-l;:'--1------+-l-----l~la, --· -------+--+---+----+---1---+---1--t-------. --t-----+---l--+--+----+----+----+---11----+---I---I +----I-----+-----!--+----+----+----+--
NEI'/ flt; SH SURFACE ;i l--;t===l==J-=l AC PA';fM[NT AT f ..., ~-""---'1=-----11~--_ W,_~IE_R_MAIN , 'i-V) ~ I ::Ur I
+--
--+-l---'--~-1,1~-+--r----1:::=:::::::i=--~-L ---+--l~1-~ EXISllNC 8"¢ ~ I
PVC l'IAlfR MAIN I NEl'I TOP 8-
------+--+---f----t-----1--1---+---I
GR~DE
--------i---C---1-----r ---r=-_=c:'f----.2:~i:.::-,----:::-+ ____ ----,t :1~ :rs~1ttG
-t--+---l-+--+-----+--+-l----F'3'-'--1-"-f---l--+-----+-+---+--l--+---l-+-'----+l-+---+--+---+---l--l----+' i.c: 1 I
' -,31 EXISllNG 8"¢ PUBLIC PVC
SE/lfR MAIN AT /.00% PER D/IG
J91-2Z PR TECT IN-PACE t>O
--+--•---+------·---
----------+---t----
----l---1-
t>O
:::,..__~~ ------
l§cu::.:C .l----J---~~;_ PROFILE SCALE
i~~ HORIZONTAL: (' = 20 1
--+--+---l---l-~-+--~t;l "-_ VERTICAL: J'' = 41
·~~ '------------
-g I I I
1---l ------l------C---1--+ ---'--
~ ~-
---+--~ -l---+--+---l---+---+---l----1--"'11'2-+--+---+----+----+--l---+--+----+----+---1---1------· -----1----1--+---l-•---+---l---l---+--+-----+----+--1-~ -~1-' ---+---1 ~ i "MIii. NEW SEWER MANHOLE PROFILE ~ 8 ;
------~ -+---+---+---l----+---1--+--+--~ ~ l---1---+----+--+--1--+---1----+----+--t----1--+--+---+-L----t--~;;::;::;::;::;;~;;;;:::;~~~~;::;:';~;;:;:;;:;;;:;;:::;::;;;:;;;;~;;:;;;:::::::;__1 -~"'~'Jc'--\-
~ ~~ -~
I PROFILE SCALE
HORIZONTAL: J'' = 20 1
VER TlCAL: J'' = 4'
~ l---+--+---+--+--l--+--+---+--+--+--1f--+--+--+-..r.P[j!1!1VATE TOe----m-----+PUBUC,r0'------1--+---+---I
NEW WATER MAIN PROFILE
-+---l--l--+----+---+---+---~ --1---BOTTOM 8" PUBLIC MAIN J06.JJ -1---+--+ rrp 4" PRrlE FIR1 SERWCE:!JoJ 129
SOUTH NORTH
1?9
1+00
REA_L EL CAMINO --~ -
Fil
'-w-wv \ \ .
j
fK>N>fO~ p
' sr1LL. .-, (' .-
ulll _, i;':
' PROTECT EX/SllNG ""
j RECLAIMED WATER UN[ •\
' VAULT AND AIR & y ,, '
/ VACUUM VAL'.f IN-Pl)CE' , ~ __/ "-i
' 0 73.85 (i&J lT) -o
------=-----~·=---------~-
·1<.
NEl'I SIC/I PER
GRADING PLAN
NO. 475-9A
310
WATER DATA
NO. BEARING LENGTH DESCRIPTION
0 N 21'l7'02" E 82.19' s· PVC ll 150 (116' 550}
0 N 01'12'58" W 7171' 8" PVC CL 150 (HG 550}
0 N 35·49'19• I'/ 19.84' 8" PVC CL 150 (HG 550)
NOTE: INSTALL l4ga TRACER mRE ON ALL 8" PIPE SOLID COR[,
INSULATED PER CMIID W-J6
2+00 3+00
-
-·" ,: -.o:: -•• ;
0 10 20 40 DATE
----'J
PROPERTY LINE DATA
NO. A I BEARING
L/4 N08'08'40"E
Cl 4175'5J"
L/5 N68'55'00"W
C2 /6'J/ 20
CJ 2/JV2'40"
C4 16'31'20"
L/8 N68'55'00"W
cs 8B'IJ'49•
C6 2vo·2s·
Cl IOV9'56"
CB 1279'48"
/1\
INITIAL
RADIUS
25.00'
90.00'
50.00'
90.00'
--
25.00'
1863.08'
65.00'
85.oo·
ENGINEER OF WORK REVISION DESCRIPTION
30+50
LENGTH
/J.77'
18.00'
5.91'
25.95
185.92'
25.95'
5.95'
38.50
65.26'
II.SJ'
18.29'
DATE INITIAL
OTHER APPROVAL
30+00 29+50
j
No.,W,71
/.-
,,
DATE INITIAL
CITY APPROVAL
REAL
EXISTING JO' mo[ S[/lfR EASEMENT
GRANTED TO /HE CITY OF CARLSBAD
RECORDED ,J)LY 1g 2006 AS FILE NO. 200.i-05085h OF 0.R.
Ex Pee
PARKING Lor
0 10
1 "=20'
20 40
"AS BUILT"
'f;;t..,/~ t/.. 12./tsµ'I
EXP. '1f3oflS" RCE 'II./L13 DATE ' '
REVIE'JED BY,
/Jwt /U-rc--1w~kt ~ I INSPECTOR DATE
I SH2ET I CITY OF CARLSBAD I SH2ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
CARLSBAD KINGDOM HALL
PHASE I
IMPROVEMENT PLAN
APPROVE~ y '7 _j _ I/. . GLEN K. VAN PESKI ,!2&/_12
CITY ENGINEtR PE 41204 EXPIRES 3/31113 T DATE
OWN BY: ~~ PROJECT NO. DRAWING NO.
CHKD BY·?1'tf2 CUP 10--10 475--9 RVWD BY: ~IS
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