HomeMy WebLinkAboutDWG 440-9; MS 04-18; EUCALYPTUS LANE; 01-03GENERAL NOTES
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSL Y APP RO VEO BY THE CITY
OF CARLSBAD REGARD/NC IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONOIT!ONAL APPROVAL, CITY
STANDARDS OR OTHER AOOIT!ONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS MIEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENCINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS DISCOVERED OUR/NC CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMP7Z Y SUBMITTED TO THE CITY ENC/NEER 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 AODIT!ONAL INSURED ON THE PERMITTE['s POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
STREET NOTES
I. ACT/JAL STRUCTIJRAL SECT/ONS WILL BE DETERMINED AFTER "R' VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY DO/NC BUSINESS IN THE RELD OF APPLIED
SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS
ANO THE ENGINEERED STRUCTIJRAL SECTION MUST BE SUBMITTED TO THE
ENC/NEER/NC INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
COMPANY WR/T!NC THE POLICY MUST HA VE A RA TING OF '.4-" OR BETTER ANO A
SIZE CA T[CORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/OE.
2 STREET UCHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND
CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL 8£ SHOWN ON THE
"AS-BUil r PLANS. ND DIRECT BURIAL STREET LICHT FOUNDATIONS WILL BE
ALLOWED. ALL LUMINARIES SHOULD 8[ ·cur OFF" TYPE 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAI/£ BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MA Y BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE OAT£ OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MAO£ TO THESE PLANS WI TH OUT THE WR/ TTEN APP RO VAL
OF THE CITY ENGINEER, NOTED WTHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO Till£ SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY £JIG/NEER.
9. THE ORIGINAL DRAWING SHALL 8£ REV/SEO TO REflECT AS-BUILT CONDITIONS
BY THE ENC/NEER-OF-WORK PRIOR TO ANAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR RR£ ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCTION.
11. W'r!ERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A} SUMMARY SHEET, (B} LABORATORY WORK SHEETS ANO (C) COMPACT/ON
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL £JIG/NEER OF THE 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 ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACT/ON REPORT(S} SHALL BE l!J!JEOIATELY SUB!J/TlEO TO
THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTION MEET/NG SHALL BE HELD AT THE SITE PRIOR TO THE
BEC!NNING OF WORK AND SHALL BE ATTENO[D BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECT/ON. SUPERVISION. TESTING ANO ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEET/NC
THROUGH THE PERMIT CLERK (760} {438-389.1) AT LEAST FIVE(5} WORKING DAYS
PRIOR TO START/NG CONSTRUCT/ON. APPROVED ORAH1NCS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECT/ON REQUESTS OTHER THAN FOR PRECQNSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEER/NC 24-HOUR INSPECTION REOU£ST LINE AT
{160) 438-3891./NSPECT/ON REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECT/ON IS NEEDED. INSPECT/ONS WILL BE MAO£
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER
2: 00 P.M. MLL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE Ol'INER ANO/OR APPLICANT THROUGH THE DEi/ELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LA/15 ANO REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR COO[ S[CT/ON 6705 BY SUBM!mNG
A DETAIL PLAN TO THE CITY ENC/NEER AND/OR CONCERNED AGENCY SHOW/NC
THE DESIGN OF SHORING, BRACING SLOP/NC a'! OTHER PROVISIONS TO BE MADE
OF WORKER PROTECT/ON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCA VA 1/0N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE !NSTALLA TION
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES Al/£ FEET (5) OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
ACBICY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. Till£ B
CALIFORNIA ADMINISTRA T!VE COO£ THE PLAN SHALL BE PREPARED BY A
REGISTERED £NC/NEER AT Tli[ CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
[XCA VA 1/0N.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY @'i'K ZONE
OUR/NC CONSTRUCTION, OPERA llONS WILL CEASE IMMEDIATELY. AND THE
PERM/TT£[ WILL NOllFY THE CITY ENC/NEER. OPERATIONS WILL NOT RESTART
UNT/L THE PERM/TT££ HAS RECEIVED YtRITlEN AUTHORITY FROM THE CITY
[NC/NEER TO DO SO.
11. ALL OPERA T!ONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARll/RE OR OPERATION OF TRUCKS,
EARTHMOVING EOUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRAD/NC EOUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7.·00 A.M. AND
SUNSET EACH OA Y, MONDAY T!-IRU FRIDAY AND NO EARTHMOVING DR GRAD/NC
OPERATIONS SHALL BE CONDUCTED ON YIEEKENOS OR HOUOAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENC/NEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
Cl TY ENC/NEER FDR APPROVAL TWO FULL WORKING DA YS PRIOR TO BEC!NN/NC OF
WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUT[ OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLAST/NC SHALL BE COMMENCED MTHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCA 1/0N OF UT/LITY STRUCTURES AND FAC/LIT/ES SHOl'IN
ON THE CONSTRUCllON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENT/ON IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER
UT/UTY FACILIT/ES OR STRUCTIJRES NOT SHOl'IN OR IN A LOCATION DIFFERENT
FROM THAT SHOl'IN ON THE PLANS. THE CONTRACTOR IS REQUIRED TD TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXIST/NC FACILIT/ES OR STRUCTIJRES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/LIT/ES
(ABOVEGROUND AND UNDERGROUND} WITHIN TH[ PROJECT SITE SUFAC/ENllY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONfl!CT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/LITY COMPANIES (SEE BELOW} AT
LEAST 2 FULL WORKING DAYS PRIOR TO START/NC GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDC&E (800)660-1343
SBC (800)892-0123
ADELPHIA COMMUN/CA 1/0NS {160)438-1741
COX COMMUN/CA 1/0NS (760)806-9809
CITY OF CARLSBAD {STREETS & STORM DRAIN} (160)434-2980
'CITY OF CARLSBAD (SEY/ER, WATER & RECLAIMED WATER} (160)438-2722
'SAN 0/ECU!TO WATER DISTRICT (160)633-2650
'LEUCADIA WASTEWA T£R DISTRICT (760)753-0155
'VALLEC!TOS WATER DISTRICT (160)144-0460
'OLIVENHAIN WA T£R DISTRICT (760}15.J-6466
'BUENA SAN/TA 1/0N DISTRICT (160)126-1340
'AS APPROPRIATE
2006 O'Da Consultants Inc.
3. ALL UNDERGROUND UTILIT!ES ANO LATERALS SHALL 8£ INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAO OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO /5" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKRLLED WITH
3/4' ROCK PER SDRSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIP£
5. MIER£ AN EXIST/NC PIPE UN£ IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY £JIG/NEER.
6. W'r/EELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 1/llE 24,
CAUFORNIA ADMIN!STRA T!VE COO£
1. STREET TREES SHALL BE INSTALLED PER SECT/ON IV 0.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL ANO LOCAL RESIDENTIAL STREET STANDARDS.
8. RR£ HWRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF Tli!S PLAN PER SORS owe !J/9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE 0/Sll/RBED BY THIS WORK
SHALL BE RE-[STABLISH[O, PERPEll/A TEO, ANO DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
ta TWO (2) SETS OF SURVEY {CUT} SHEETS SHALL 8£ PROVIDED TO THE CITY
[NC/NEERING INSPECTOR.
Jl'ATEB NOTES
I. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2 & 3 FOR POTABLE ANO
RECYCLED WATER STANDARDS DA TED JUNE 30, 2004.
2 THE CONTRACTOR SHALL OBTAIN AN EXCAVAT/ON PERMIT FROM THE DIVISION OF
INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIACAT/ON BEFORE ANY
EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION
SAFETY ORDERS.
3. BEFORE ANY CONNECT/ON OR SHUT DOWN OF VALi/ES ON EXIST/NG C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFRCE AND MUST
BE SIGNED AND APPROl/£0 BY DISTRICT ENGINEER AND DISTRICT
SUPERINTENDENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELO A !J/N/1,/UM OF 1
DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENC/NEERING INSPECT/ON 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE NO. 760 438-389!) FOR SCHEDULING.
5. NO TREES OR STRUCll/RES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCll!RES SHALL BE RE/JOI/ED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPT/ONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENC/NEER.
6. THE EXACT HORIZONTAL AND VERT/CAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE UN£ LOCATED BETWEBI THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD RR[ MARSHAL.
1. ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD ENC/NEER/NC STANDARDS VOLUME 2
& 3 FOR POTABLE AND RECYCLED WATER STANDARDS DATED JUNE 30, 2004.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THOOIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECT/ON CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER MLL CONSIDER AN AL TERNA 111/£
FORM OF PROTECT/ON.
Clll1fl) CONSTBllCTION NOTES
I. ALL POTABLE WATER SERVICES AND RECYCLED WA T£R SERVICES SHALL BE I'
ANO ALL POTABLE WA T£R METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED
ON PLANS)
2. ALL WATER METER BOXES SHALL BE I1"x30"x12' POL YIJER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL
3. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES
SHALL BE 10 FEET
4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE RNISHEO SURFACE
GRAD£
SETfEB NOTES
I. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
'CITY OF CARLSBAD £JIG/NEERING STANDARDS VOLUME I, GENERAL ENGINEERING
STANDARDS, CHAPTER 6, DESIGN CRITERIA FOR GRAVITY SEY/ER LINES AND
APPURTENANCES ANO VOLUME J, STANDARD DRAWINGS ANO NOTES DATED JUNE 30,
2004. : LA TEST EDIT/ON, AND THE STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS
CONSTRUCT/ON, LA TEST £0/TIDN (GREEN BOOK}
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO TH[ 0/STR!Crs EXIST/NC SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE 0/STR!Crs [NC/NEER ANO SUPERINTENDENT.
4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOT/FY THE CITY OF CARLSBAD ENGINEER/NC
INSPECT/ON 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON.
(TELEPHONE NO. [160} 438-3891)
L
NO SCALE
\
I
I
l
DECIABATION OF RESPONSIBLE CIIABGE
I HEREBY DECLARE THAT I AM THE [NG/NEER OF WORK FOR THIS
PRaJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN ON TH[ PRaJECT AS omNEO IN SECTION 6703 OF THE BUSINESS
ANO PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO
SPECIRCATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,
AS ENC/NEER OF WORK, OF MY RESPONSIB/LIT/ES FOR PROJECT DESIGN.
OVAY CONSULTANTS, INC.
2710 WEST LOKER AVENUE
CARLSBAD, CALIFORNIA 920 ID
(760) 931-1700
£/L.
THOMAS L. GUINN
R.C.£ NO. 69011
OAT£: Z.·Z.2.-07
EXP. 6/30/08
CITY OF OCEANSIDE
PACIFIC
OCEAN
\
CITY OF ENCINITAS
VICINITY MAP
NO SCA/£
NQlFI/
' 1 SHEET INDEX
I
2
3
NOTES & LEGEND
SECTIONS & DETAILS
STREET IMPROVE/JENT PLANS
I
'
PROJECT LOCATION
I
I
I
I
THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NO. 208-040-05.
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 2000 £ 6231
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOl'IN ON THESE PLANS WAS GENERA TED BY AERIAL
TOPOGRAPHIC SURI/EY BY PHOTO C£f}{J[f/C CORPORATION BASED UPON DATA
GATHERED ON JANUARY 23, 2006, FEBRUARY IJ, 2006, FEBRUARY 21, 2006,
AND MARCH 13, 2006. TOPOGRAPHY SHOl'IN HEREON CONFORMS TO NA 1/0NAL
MAP ACCURACY STANDARDS.
.· DEVELOP.EB:
FAMILY REAL ESTATE ENTERPRISES, LLC.
560 N. COAST HICHWA Y 101, STE I
ENCINITAS, CA 92024
REFERENCE P.lANS
36.9-1A, 369-1
CARLSBAD MUNICIPAL WATER DISTRICT
DAVID A. HAUSER DATE
Jl'ORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOW/NC DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED BY THE CITY ENC/NEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS.
J. THIS SET OF PLANS.
4. PLANNING COMMISSION RESOLUT/DN NO. 5942 THRU 5945, DA TED AUGUST J, 2005.
5. THE STANDARD SPEC/RCA 1/0NS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK}.
6. SOILS REPORT ANO RECOMMENDAT/ONS.BY GEOSO/LS, INC. DATED MAY 26, 2004. SLOPE EVALUATION LETTER ANO
RECOM!JENOAT/ONS PREPARED BY SOUTHERN CALIFORNIA SOILS & TESTING, INC. DATED OCTOBER 28, 2004.
7. THE SAN DIEGO REGIONAL STANDARD ORAWNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO AUGUST J, 2005.
9. THE CARLSBAD MUNICIPAL WATER OISTR!crs STANDARDS ANO SPEC/RCA TIONS FOR WA lE7?, SEWER, ANO RECLAIMED WATER.
ID. STORM WA T£R POLLUT/ON PREVENT/ON PLAN (SHPPP) FOR EUCAL YPll/S LANE PREPARED JULY 2006 BY 01JAY
CONSULTANTS, INC.
II. STORM WATER MANAGEMENT PLAN (SW/JP) FOR EUCALYPTIJS LANE PREPARED OCTOBER 2006 BY OVAY CONSULTANTS, INC.
.LEG.END
DESCRIPTION DWG. NO.
CONCRETE DRMWAY ••••••••••••••... .GS-12 (CITY) .•••.•.
SEWER LATERAL· •••••••••..••.•.... S-7 / S-8 (CITY). . ..
/' /YATER LATERAL W/ J/4' METER• .....•.•.. W-J (CITY) ..•••...
SYMBOL
11 r,
@
®
Tl?ENCH RESIJRfACING. • • • . . . . • • . . . . • • .C-24 (TrPE-A) .•••.. ~
SPECIAL NOTES
I. LOCATlON OF PRIVATE WATER AND SEWER LATERALS ARE APPROX/MAT£ COORDINATE
WITH PLUMB/NC PLANS FOR ACTUAL LOCATION.
2. LOT 4 SHALL BE REQUIRED TD BE CONSTRUCTED WITH AN APPROVED RR£
SPRINKLER SYSTEM AND TH[ PROPOSED WATER SERVICE SHALL BE I INCH OR
GREATER BASED ON DEMANDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THAT UN[ CONNECT/NC POINT 109
TO POINT 114 AS SHOl'IN ON RECORD OF SURVEY 11211. I.£ N/8'47'42"[
DESIGNED BY: 5.1(.
DRAWN BY: B.B.. CF.
PROJECT MGR.· T.LG.
QUANTITY
327 SF
I EA/2 £4
3 £4
125 LF
DATE: JULY 2006
SCALE: JS SHQ\llN
JOB NO.: 06-1163
2710 Loker Avenue
Suite 1 OD
Carlsbad, Colifomia 9201 O
760-9.31-7700
Fox; 760-931-86B0
Civil Engineering
Plonning
Processing
Sun,eying
ENGINEER OF ;:JY' ./ /
d.__ ~ ' OATE:2·Z.2.-07
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENT~
NO. OF F.H.(S)AA1-0W 19'0 G PJ,t OUT OF _!__F.H.(S).
BLOG. SPRINKLED<..XW/NO ... F.FLOW~G.P.M.
(¢1--:fFH-rii?E DAE I
lHOMAS L GUINN RCE: 69017
"AS BUILT"
RC[___ EXP. ___ _ DATE
REVIEWED BY:
ELECTRONIC DATA ALES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERllCAL SURI/EY CONTROL
DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/08 INSPECTOR DA TE
BENCHMARK:
DESCRIPTION: 2.5" BRASS DISK
MARKED CLSB-I09, LS. 6215
LOCATION: SOUTH SIDE CANNON RO. 0.2 Ml. WEST OF
EL CAMINO REAL 3 FEET FROM CURB SET
IN ORA/NACE BOX INLET
RECORD FROM: ROS 172 71
ELEVATION:
DATUM:
26. 135 !JSL.
NCVD 29
I SH1EET I CITY OF CARLSBAD I SH3EET I l-----l---+-----------------+---+----1---1----l ENGINEERING DEPARTMENT
t----1---+------------------t----t---t----1-----;
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IIIPHOVEIIENT Pl.ANS FOIi:
EUCALYPTUS LANE
TITLE SHEET IJc NOTES
DATE INmAL DATE INITIAL
OTHER APPROVAL Cl1Y APPROVAL
OWN BY: __ _
CHKD BY: Gvp
RVWD BY· , )at>
I; \061163\0663Al01.DWG Feb 22, 2007 11: 57cm
Xrcfs: 0663AI; 0663ostr; 0663omap; 06637utl; 0663Autl
PROJECT NO.
MS 04-18
I DRAWING NO.
440-9
WEST
R/W
4.5'
!O'
76'
38' I
28'
5.5'
38'
28'
EXIST/NC RA/SEO
CENTER MEO/AN
I
'
EXIST/NC PAVEMENT I 4' ~I
~ ~""--~"--n
to'
EAST
R/W
AND BASE) ,-~ '
~ ~~ 2z. 0--2z fF-_~
EXISTING -= = = = = _ = = J L --_-_-_-_-_-_-_-:.._--:__ u _ 5' WALKWAY C:: ________________________ J
EXISTING
TYPE 'c' CURB &-GUTTER
E}{JSJ'ING CHESTV/E1f DRIVE
NO SCALE
NOTE:
FOR CONSTRUCTION JOINTS BETWEEN POURS INSTALL
DOWELS AT 36" ON CENTER (MIN. (2) PER JOINT}
DESIGNED BY: S.I<.
DRAWN BY: 8.8., C.F.
PROJECT MGR.· T.LG.
DATE: JULY 2006
SCALE: /JS SHOWN
JOB NO.: 06-1163
NORTH
R/W
EXIST/NC
SIDEWALK
"AS-BUILT
NOT£!! '------------------' P.E. EXP. ___ _
ELECTRONIC OATA RLES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
2006 O"Dov Consultants Inc.
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931 -8680
Civil Engirieering
Planning
Processing
Surveying
REVIEWED BY:
DATE:2.·z.2-07
1HOMAS L GUINN RCE: 69017 INSPECTOR
18' 18' 10'
EXISTING
SIDEWALK
SOUTH
R/W
EXISTING ElJCAJ,YPJ'lJS LANE
NO SCALE
DATE
DATE
BENCHMARK:
DESCRIPTION: 2.5' BRASS OISK
MARKED CLSB-709, LS. 6215
LOCATION: SOUTH SIOE CANNON RD a2 Ml. WEST OF
EL CAMINO REAL. 3 FEET FROM CURB SET
IN ORA/NACE BOX INLET
RECORD FROM: ROS 11211
ELEVATION:
DATUM:
26.135 MSl.
NGVO 29
W CITY OF CARISBAD I SH3EET I l---t-------t------------------!-----l---+---1------1 ENGINEERING DEPARTMENT
t---+-------+-------------------1----1----1----l------l
/,\
0ATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IHPIIOVEll£NT Pl.ANS FOil:
EUCALYPTUS LANE
SECTIONS ANO DETAILS
APPROVED ' ,,... , 7-J "J. . J
!<.~<#114 f&.P '-~JO• "'J DAVID A. HAUSER (-f,6.-) $/2 /Cz
RCE 33081 EXPIRES 6-30-08 Cl1Y ENGINEER DATE
OWN BY: ---I PROJECT NO. I DRAWING NO.
CHKD BY: Gve A.IC' 04 18 440-9 RWID BY·,]¢,> . M.J -_
l:\061163\0663AI02.dwg Feb 22. 2007 11'56om
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NOTE!/
ELECTRONIC DA TA RLES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
2006 O'Dav Consultants. Inc.
2710 Loker Avenue West
Suite 100
Carlsbad, Califomio 92010
760-931-7700
Fax: 760-931-8680
Civil Engineering
Planning
Processing
Surveying
DESIGNED BY: S.K.
DRAWN BY: 8.8 .• C.F.
PROJECT MGR.· T.LG.
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DATE: JULY 2005
SCALE: 1 •=40•
JOB NO.: 05-1163
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EXISTING EASEMENT TABLE
~ PURPOSE
1 PUBLIC UTILl11ES
'J UTIL/l!ES & ACCESS
3 PUBLIC STREET & UTILITIES
5 PR/VA TE ROAD
"AS-BUILT "
OWNER DOCUMENT REC. DATE
SI)(;&[ BK 4830, PC 219 0./?. 4-22-1953
PRIVATE BK 7413, PC 209 O.R. 12-24-1958
CITY OF CARLSBAD No. 1999-0224317 O.R. 4-05-1999
SDC&E BK 674D. PC 102 O.R. 10-20-1948
l?saf E ss I o,iq
~ L < f! ,j-.,?-S . Gy-1< ~
BENCHMARK:
DESCRIPTION: 2.5" BRASS DISK
MARKED CLSB-109, L.S. 6215
LOCATION: SOUTH SIDE CANNON RD. 0.2 Ml. YEST OF
EL CAMINO REAL. .J ffET FROM CURB SET
IN DRAINAGE BOX INLET "' ~ ~ ~
>-------------------1 P.E. · EXP.____ DATE ci NO. 69017 g\
1--------------------11\,i ""
RECORD FROM: ROS 17271
REVIEWED BY:
DATE:2•Z2•07
THOMAS L GUINN RCE: 69017 INSPECTOR DATE
ir EXP. 6/l0/08 ir
J';: CJV\\... rf!:::~
'4;-(' OF CAll'<(J.]
ELEVATION:
DATUM:
26.135 I.ISL.
NGWJ29
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01 10' 40'
5 20
SCALE: 1" = 40'
NOTE
I. CONTRACTOR TO W:RIFY ELEVATION OF
EXISTING LATERAL AT ROW.
-----------/11-=±
-----t--~----------
DETAIL ~,
1"=20'
80'
1------'f----+--------------l-___j_ _ _j___J._____j I SH3EET I CITY OF CARLSBAD I SH3EET I ENGINEERING DEPARTMENT :==:'....:::::========~======
/1\
DATE INITTAL
ENGINEER OF WORK REVISION DESCRIPTION
IJIPl{()YOIENT !'WIS FOR:
£1/CALYPTIJS LAN£
...--..
APPROVED '-~ f..,C.. r.7 --(t,,r:J
i,r.,t;'9,P/I? ~P '41, .. ,,.,, DAVID A .. HAUSER 8)z./tn
RCE 33081 EXPIRES 6~30-08 CITY ENGINEER DATE
DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO.
MS 04-18 440-9 OTHER APPROVAL CITY APPROVAL
OWN BY: ---1 CHKD BY: GYP
RVWD BY: Jl:>D ~---------"--I
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