HomeMy WebLinkAboutDWG 409-5; CT 02-01; PACIFIC VIEW CONDOMINIUMS; 01-03GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE\1/0USL Y 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 INS:J,'<ANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDIT/JNAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA VE A RA TING OF A AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE 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 DA TE OF THE
IMPRCVEMENT AGREEMENT.
7. NC REVISIONS #ILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF •HE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPR//. TE SHEET OF THE PLANS AND TITLE SHEET.
S ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNFO BY THE CITY ENGINEER.
o THE ORIGINAL DR.'. !'I/NG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY c'-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CIT".
'::. 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 SHEE1; (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DO!NG BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
/;,SPECTOR WITHIN TWO WORKING DA Y.S OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENC;INEERING INSPECTOR /JPON COMPLET/0~.• OF THE FIELD TESTS.
1L. A Pi<ECONSTRUCTlON MEETING SHAii BF ttEJO AT THE SITE PRIOR TO Tf/F
""C'NNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RE:OP!JNSIBLE ,-QR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND A(.L
Q}-!FR ASPECTS OF THF WORK. THF CONTRACTOR SHALL SCHEDULE THE MEETING
Tl ·nuGH THE PERMIT CLERK( 438-3634) AT LEAST FIVE(5) WORKING DA Y.S PRIOR
TU STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST · LINE AT
(760) 438-3891. INSPECnON REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
Qi:.✓ _]Jj£ DA v BEFORE THE INSPECTION IS NEEDED. INSPECTION$ WILL BE MADE
Tr/E NE'T W01,:~ DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: on , '.M. WILL BE SCHEDULED FOR TWO FULL WORK DA Y.S LATER.
14. THE. OWNER AND/OR APPLICANT THROIJGH 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. THt CON)f;'~CTOR SHALL CONFORM TO LABOR CODE SEC170N 6705 BY SUBMJmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE ~•' WORKER PROTECTION FROM Tl-!E HAZARD OF CA \/ING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
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 EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SY.STEM
•'TANDARDS ESIABI 'SHED BY THF CQNSTRIIGTIQN SAFETY QRQFRS TIT/ f 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
Exr.,, ,'A TION PERMIT MUST BE SUBMITTED TO Tl-!£ INSPECTOR PRIOR TO
cXCAVA T:ON.
16. IF ANY_f,RCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
OUT'''•' CONSTRUCTION, Ol'fRATIONS W/11 CfASF IMMFDIAW Y AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
E/>1G/NEER TO DO SO.
17 .. '.:.L OPERATIONS CONDUCTED ON Tl-!E SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS,
cARTHM0\1/NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING E:JU'F'MENT SHALL BE UM/TED TO THE PERIOD BETWEEN 7: OD A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL Bf CONDUCTED ON WFFKFNDS OR HOLIDAYS. (A LIST OF CITY
HOLIDA Y.S IS AVNLABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENG/NFF;R FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCC~RRING ALONG THE 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.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON 7HE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION 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 OTl-!ER EXISTING FAG/UT/ES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VER//CY THE LOCATION C,~ 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 LOCATIONS 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 STAR17NG CONSTRucnoN NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
'JNDERGROUND SERVICE ALERT
SOG&E
PACIFIC BELL
ADELPHA. CABLE COMMUN1C4110NS
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
"CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
* AS APPROPRIATE
C: DWG12 CLS8-lP. WG
1-800-422-4133
/ ... 800-660-7543
liJSm-~'JJ-Q/2"?>
(160) 438-7l4i
(760 J '4'14-29"80
(760) IJ:t@-tl722
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, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS
AND 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,UNDERGROUNO
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL Bf SHOWN ON THE
"AS-BUILT" 0 LANS. NO DIRECT BURIAL STREET LIGHT FOUNDA T/ONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUC170N OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-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 MEETS AS7M STANDARD 3034
FOR SOR 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 WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE COO[.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF Tl-!E CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M/9.
9. ALL SURVEY MONUMENTS AND POINTS Tl-!AT 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
[NG/NEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WIT/-!
THE "CARLSBAD MUNICIPAL WATER DISTRtCrs SEWER SY.STEM -DESIGN
CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", LA5TE5T EDlT/ON,
AND 7/JE STANDARD 5P1=C/FICATIONS FGR PUBLIC WOf<KS .. -
CON&TRLJCT/0N, LA TE&T EDITION C GREEN 8001<) ·
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCA VAT/ON AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICrs EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM Tl-!£ DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRtcrs ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
' OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760] 438-3891)
WATER NOTES
1. . WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WI TH
THE "CARLSBAD RU/:./;_S& Rffi(ltAT/ONS FOR 17-iE, CONSTRUCT/ON OF PDTA~LE
WATER MAIN':,-CARL513A1) Mi,/NIClPAL 1Mi1ER CXSTF?Jcr" CX.T0-8ER. /993 OR.. . . ~
AS AMENDED. ,
2. TH[ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY AND PROVIDE. PROOF .. OF' OSHA NOTIFlC4TION
8EFGRE ANY -ElfC'IVATION • AND SHALL AOf/ERE m AU PROV/SIGNS·
OF THE STATE CGJSTRUCT/ON SAFE:TY ORDERS.
3. BEFORE ANY CONNECTION OR
LINES, A PERMIT SHALL BE
BE SIGNED AND APPROVED
SUPE!?INTRNDENT.
SHUT DOWN OF VALVES ON EXISTING C.M. WO.
OBTAINED FROM THE C.M. WO. OFFICE AND MUST
BY DISTRICT ENGINEER AND DISTRICT
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
CARLSBAD
-=STATE
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WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH Tl-!E
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2.
3.
4.
5 .
6.
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
RESOLUTION N0._2266¢5267 DATED SEPT-4-2002
THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS RfPOPT AND RECOMMENDATIONS BY AU.JED EARTH TEa-tNOLOGY
_____ DA TED JUNE 24-2002
7. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8.
9.
CAL/FOR,'i/A COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED SFPT. 4 -2002
THE CARLSBAD MUNICIPAL WA 1ER DISTRtcrs STANDARDS ANO SPECIF/CATIONS
FOR WATER, SEWER AND RECLAIMED WATER.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
1 J \;~~~-;;;,,.,. ~~ '1!§_~""''""3~"2/"~-j4~0~" E:::::,52J?E~"'=@:l-r--~:;~;:;;;t;;:;~;;;;:,-L. __
I EXlSTltJG -._eWEO.M-H ~ "' ~--·o ""T~·u~::------=---1lw."R"!'-..co,L -__ __, rr~=• Wft ~ •= -=••= , EXISTING CONTOUR LINE ------------··--··--······46··-···--,.-------
"-. ----S t:EXISTING 6" :::ai::™"1< M'h\lf-l-'--
11 W _ 2 ·PROPOSED CONTOUR LINE__ ________ '47' ,'!!' . --LL_EXJST/NG /0" AC -1'\•\IN ~
I EXISTIN<i ,Ill" RCP STORM ---w· ( 45. 67)
• [1R'>INPIPE CARLSBAD BOULEVARD 3 -EXl:SflNG ELEVATION ------------~~~-
I KEY MAP 4 .PROPOSED ELEVATION 4o.o5
SCALE 1"•30' 5 ,EXISTING CLEAN OUT t STORM __________ 1:::::-1,_, --L::~J------
f:l ~~
CARLSBAD
OWNER/ DEVELOPER
ZATHAS, JAMES AND KIK\ REVOCABLE TRUST
6384 LOURDES TERRACE
SAN DIEGO.CA 92120
LEGAL DESCRIPTION
LOTS I , 2 &-3 IN BLOCK E . OF MAP PAL ISAOES,
ACCORDING TO THE RECORDED MAP l1,IEREOF NO .1747,
IN THE CITY OF CARLSBAD, COUNTY OF SAN OtEGO.
STATE OF CALIFORNIA.
DRAIN PIPE TO BE REMOVED
"6 ,EXISTING SEWER MAIN ______________ ---S-~S-. _____ _
7 .EXISTING WATER MAIN -1¥ W-_____ _
·8 :~::;:~::GRADEL ________ ~ 250SF.
9 ,1.EXISTING CURB+ GUTTER ----------=====~= ---~--
10 -PROPOSED NEW CURB+ GUTTER_ -~SDR==SD~G-~2~TY~PE~G~_ =======_;i52~-1r.FT1..!c.L£,;,·•.N~'(;J;;f~,~-'
11 .EXISTING FIRE HYD~ANT i @
r:¥1'1 1./J ·I ' i'-.· :. I 12 -PROPOSED: CURB INC.TI PER S08SD D-2 l'YPE B .
WITH LOCAL DEPRESS10N PER DS-1 · 0 1-.-· 1 . I I
13 .18' RCP STORMDRAN PIPE __________ _
14 fficlroSED SEWER LATERAL ANO-. ' Cl..EAN OUT
__._,PER.,.._,_YCM~W~D..,_=S=-7'----0~
01 EA.
II. 5 fT-LfN3fJ±
01.EA
OJ . EA VJV........,,._..._,,....~........,..,,,,_,, 15 ,PRCl'CEED SE.WER MMll f-OLE _ PER CMWD 5-1 @--s-..,...._ _,.. ... ,.,,r vy-,., ~ --.,-
..,.._. IN'V w., vvv ~ ---vv, ':---.,,..,...,_ ......... .,,,._."""."',.,.,_,._,,.,...,....""':l~Y::.~
-.......... ....,..,,.. ,.,........_.. vv,,·-v-----v --
MA:P 110& tiRJD 1 e
· 200Z THOMAS GUIDE
.1HOMAS 6R.OS-MAPS
VICJNTYMAP
' JIIOt' TO SCALE:
16 .. PROPOSED WATER LATERAL
17 .. TREt0-1 RESURFACNG __ _
18 .DRIVEWAY APFPN
19. 4'FIRESERV!CE W/DOUBLE_
CHECK VALVE DETECTOR A':£'(,
PER CMWD W-4 ,W-8, . ·-··
SDRSD G-.?-4 TYPE A ...
PER GS-12
PER CMWD W-16 W-22
06 EA.
DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARL5P.,,l.l) ENGINEERllvG "==================.....!J
DEF.'l'RTMENT (7GOJ 4'3lF 589/ FCR GC/IEWVNG. 11/E CONTRACTOR SHALL NOTIPY-
20, I•WATER SERVICE W/BACKFLOW PER CMWD W-3, W-2JJ
PREVEl'ffER -
QT'( OF CARL ,BAD EN GINEER/N(i DER!JRJMENT 'i a HOURS P~IOR ro s TARTlf'IG
WCl<K SO THAT IN$PECTION MAY /3E PROVIDE -TELEPHONE N0.(760) 458-38:,J
5. NO 1REE5 OR STRUCTURES SHALL BE AUDWEO IN 1HE WATER LINE El6EMENT
/!,/L EXISTIN~ TREES AND STR1JCTURE5 · SHALL 5E REMOVED PRJOR TO
COMMENCEMENT OF WORK.ANY EXCEPTIONS SHALL /?EQU/flE WRITTEN
PERM/5SION FROM Tf/E D/'5TRICT ENGINEER.
6. fl.IL 'POTAaE WA1E~·SERVICES ';,HAll BE 1" ANDA1L POTABLE WATER
./11ErfRS SHALL BE !':JIB" C UN1..E55 071-IERWISE NOTED ON PLANS)
7. AlL WATER METER BOXES SHALL BE-, J7"x30"x IE'' POLYMERCDNCRETF
,45 MA.N_UFACTURED. BY-~C4',;T OR l:OUAL.
8. MINIMUM SPACING /3ETWEN P07ABLE WATER LA7EJ9:\LS ANO .SEWER<;
SERvtcE<:, 5/<A LL BE 5 FEET
9. THE TOP OF WAlER HETER 130XES SHALL BE FWSIJ TH£ F1NIS!iEP5URMCE
GRADE.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
-I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: ALL/ED EARTH TECHNOLO~GY~----
ADDRESS: P.O. ~O)Cd93½)
r:tTY. ST.: Et: CAJOf!!l.~r;;ri_2022 ',
/
1ELEPHO"fE: (6/9)-~47-4747
a,y. 1 ~z;e:
' Abi£RiCHAN· \ ____/2 • ..
R.C.E. NO': 246/3
REGISTRATION EXPIRATION DATE: 12-3/-003
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY REW
SU{lyf;)'_ METHODS FROM INFORMATION GATHERED ON OCT. 1.5. 2002 BY. ALUED EARTH TECHNOLOGY
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204-251-0/,02&03
TH£ CALIFORNIA COORDINATE INDEX OF TH/$ PROJECT IS
N 3EB E~/65=9~--------
BENCH MARK
DESCRIPTION: NAIL AT N0R71-IEASrl.Y S!t:E OF l[T/U7Y POLE
LOCATION: ATSWTHWEST cni::iNER OF HFMI OCK AVFNl!F AND GARREL Ost
RECORDED: CIT( OE CA[?I <;BAO
ELEVATION: 63.61 DATUM:~N~·=S~L~·----
NOTE.
BUILDING IS TO BE E.QUIPPED WITH FIRE
SPRINKLER.
".:S BtJIL T" J
~-IB ~ '/
NO. OF F.H.(S)_F.FLOW __ G.PM. OUT OF_F.H.(S). .rf. i _; _p~/4@~
1--------------------iBLD~G. SPRINKLED YES/NO ... F.FLOW __ G.P.M. '-J'.E. ~ [:I.. ~-12.fa,lol DATE
UTILITY DISTRICT APPROVAL(S) CITY OF CARLSBAD FIRE: DEPARTMENT
CARLSBAD MU~ICIPAL WATER DISTRICT , a-..-...... , /70 Id. . ·-----------1
J' I / ,; "'l·RE .. MA SHAL / DAT='l-cE Z?Rf" -D/BY>.:2 I~ -/4 ,-~~_.--i"-'<t / ,;;,,2/ 07 " , J I
. · 'RT J:tWCJJCJK /' Di\TE ·' cJS'/2.n "'"
DEPIJTYC/"TYENGiNEER R.C-E. 3¾98 EXP.4f-.30,..Qb 'INSPECTOR DATE
I SHEEI TI CITY OF CARLSBAD I SH~fl~ll. 1----+----+-----------------+----+----+---+----I ENGINEERING DEPARTMENT
1----·~--+-----------------+---+---+---+---1 IMPROVEMENT PLANS FOR: 11
PACtFlC VIEW CONDOMINIUM
\
APPROVED : LLOYD 8, HUBBS l?r
/4 < ,. ~ =r<j"' ,: & --¢2;.,kH
CITY ENG/N~PE!>'l58 EXPIRESl2"3l-O5 DATE '
/1\
DA TE INITIAL DA TE INlTIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL
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EXISTING 5'-:,. 2·£ . 2:1. _ 1----EXISTING 5'
::::y~~~-=-EX:INGAJ====~~:LK
4< GUTTER PAVING . & GUTTER
TYPICAL ~BEET SECTION OF CA LSBAD BLVD . (EXISTlfJG' STREET}
NOTTO SCALE
60'
30• 30'
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r ~---2'.¼ 2" :,,~-::_, '--'·~ --~--~I
EXISTING 5' / \_ --\_~ ,,-EXISTfNG 5' SlfEWALK ,__/ SIDEWALK
EX.CURB EXISTING AC EX.CURB
& GU,TER PAVING & GUTTER
i 6' n
NOTE:
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CAUTION :NO CUTTING OFACP IS PERMITTED.THE CONTRACTOR SHALL REMOVE THE
ACP TO THE NEAREST COUPLING AND SHALL INSTALL ACP x PVC ADAPTERS AND
PVC PIPE AS REQUIRED TO INSfALL ALL NECESSARY FITTINGS.
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ENGINEER OfWORK
ALLIED EARTH TEc;.HOOLOGY
FO "'_?'' : · EL-· ·-· CA 92022
, .• __ Sl9 j? 4;}47 I
/ v :r 1 ----([ · o//i?J
ROBERT CHAN ~.::4Glp 11c:
EXP. 12-31;-0S
f--·-
I=
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@-CCJvIRACTOR TO VERIFY LOCATION
AW ElEYATION OFUTIUTIES PRIOR
TO CONSTRUCTION.
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DATE INITIAL
ENGIMl=ER OF WORI:
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STA--0+00 INTERS.
(l_ CARUBAD BLVO&-
JUNIPER AVENUE ·
-+-
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IMPROVEMENT PLAN FOR:
PACIFICVJEW CONDQtyttN!UM
I
f-
SEE DETAIL A "THIS
SHEET
2. z <(_
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PARCEL I
FARCEL 4
EXISTING JO" Ac wATER MAIN (J')o I PER AS BUILT ONG _
----+~-+-----'---------W-----------W----~----~--< --------------W--------+--------W-------+-1--
A.0.00
(t CARLSBPO BLVD 0+50 1+50
JUNIPER AV-
ENGINEER Cf'WOR<
0--5 !0 ____ 20 30
SCALE 1°.10· DATE INITIAL
ElilGINEER OF W!1RK
/\\
100'
50'
6' 44'
5.5'
SIGNING & SI RIPING PLANS :
GENERAL NOTES: . .
1 . THE CONTRACTOR rs RESPONSIBLE FOR ALL SIGNING AND SfRIPING,
2. SIGNING, STRIPING ANO PAVEMENT MARKINGS _SHALL CONFORM TO TJ--iE LATEST CALTRANS
TRAFFIC MANUAL, CALTRANS STANDARD SPEClflCATIONS (JULY 1999 OR LATEST VERSION
THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. •
3. ALL SIGNING AND STRIPING IS Si.JaJEC:r TO THE APPROVAL-OF THE PUBLIC WORKS DIRECTOR OR
HIS REPRESENTATIVE, PRIOR TO INSTALLATION .
~LALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICAUONS,
STRIPING SHALL BE REPAINTED 1WO WEEKS AFTER INITIAL PAINTING -SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HlGH INTENSITY OR EQUAL).
5. PRIOR TO FINAL ACCEPTANCE OF STREET IMffiOVEMEN1S,ALL STREET STRIPING AND MARKING.!:,
WITHIN A 500 FEET PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTOAED TO A
'UKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
{ID
3
50'
44'
I
2 5
DETAIL 'A'
NO ScALE
3
~
6'
5.5'
CD [" COPPER SERVICE (TYP Kl
@ 2"COPPER SER\i!CE CTYP.Kl
@ 2"x I' 90° COPPER ELBOW C SILVER SOLDER)
-@ 2".-2'/c 1" COPPER TEE (SILVER SOLDER J
@ 2·.2,,.2',d"COPPER cross (SILVER S'.)LDERJ
-@. 3/4 CRUSHED ITT!< 6' CEPTH MINIMUM
(J) I'' ANGLE METER STOP
@ 12',20'xr2• METER BOX WVER CN"ON TRAFflCl
i
@ 5/8" METER BY DISTRICT
:::.=--=---=----==-=--=--:.::::---; .·.
'-"-----~EXIST.AC/ ----.. _
(@) (6) I'' REDUCED PRESSURE PRINCIPAL
BACKFLOW PREVENTER (NOT SHOWN J
P-ER CMWD W-20
PAVING
TYPICAL STREET SECTION OF
cARLSBAO B.LVD
NO 9:ALE
'
DATE
-
INITIAL
REVISION DESCRIPTION OTHER AffROVI\L
EXIST. 5 SlCBVAU<
EXIST. CURB
·S GUTTER
DAT£ INITu\L
cm APPROVAL
---
i ~~2· e1S/81/41,
' Z~U'!2 ~ ,z/~1: DATE .
R~BY:
INSPECT~
.,,.j"'" ./2.r/4-c
ISHE;T 11
CITY OF CARLSBAD llsHEi1s I ENGINEERING DEPAR™ENT
11-IPROVEMENT PLAN FOR :
PACIFIC VIEW CONDOMINIUM
APPROVED. LLOYD B-HUBBS ar
~6-~L---7~~:.~ /~ CITY ENG-R PE 889 EXP.12-31-05-"~ TE
I
DWG BY , PROJECT NO.
I
DRAWJNG tlk:l. CHKD BY -Rs;( CT 02-0J 409-5 . . / ,,_J RI/WO BY, __