HomeMy WebLinkAboutDWG 435-1; PD 05-12; SMITH RESIDENCE; 01-03I
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1 l 11 II I
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GENERAL NOTES
: 1. THIS PLAN SUPERSEDES ALL OTHE;R PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEM[NTS 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 COND/lJONAL APPROVAL. CITY
STANDARDS OR OTHER AOD/lJONAL DOC(!MENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
Of-WORK FROM RESPONSIBILITY FOR THE CORRECTTON OF ERRORS AND
OMISSION$ 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 INSURANCI!: MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN AOD/ITONAL INSURED ON THE PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT or $1,000,000.00 FOR [ACH OCCURRENCE: OF LIABILITY. THE INSURANCE:
COMPANY WR/ITNG THE POLICY MUST HAVE A RA TING OF "A' AND A SIZE
CATEGORY OF CLASS V AS ESTA8L/S/1ED BY 'BESTS" KEY RA TING GU/OE.
5. NO WORK SHALL BE COMMENCED UNTTL ALL PERMITS HAVE BEEN OBTAINED FROM
TH[ CITY ANO OTHER APPROPRIATE AGENCIES.
6. R£VJSION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSffiUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
. 7, NO REVISIONS WILL 8[ MADo TO THESE PLANS 141/HOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED 141THIN THE REVISION BLOCK, ON THE:
APPROPRIATE SHEET OF TH[ PLANS AND TITLE SHEfT.
8. ORIGINAL DRAWINGS SHALL 8fCOME TH! PROPERTY OF THE: CITY UPON 8f/NG
SIGNED BY THE CITY /;NG/NEER.
9. TH! ORIGINAL ORA WING SHALL SE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE:
CITY.
10. ACCESS FOR FIR[ AND OTHER EMERGENCY VEHICLES SHALL 13£ MAINTAINED TO
TH[ PROJECT SI TE AT ALL TIMES OUR/NG CONSTRUCTION.
11. WHERE TRENCHES ARI! 141/H/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LA80RA TORY WORK S/1EETS AND (C) COMPACTION
CURVES, SHALL 8E SUBMITTED BY A PROFESSIONAL [NGINE[R OF THE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL$
MECHANICS. THE SOIL$ REPORT WILL 8E SUBMITTED TO THE CITY ENGIN[ERING
INSPECTOR 141/HIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH£
WRITTEN FIELD COMPACTION REPORT($) SHALL 8£ IMMEDIATELY SUBMITTED TO
THE Cl TY [NG/NEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
· 12. A PRF;CONSTRUCTION MFFITNG SHAii 8£ HF(Q AT THF S11F PRIOR TO IHF
, 8EGINNING OF WORK AND SHALL 13[ ATTENDED BY ALL REPRESENTATIVES
I '
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL
OTHER ASPECTS OF THE WORK. TH[ CONTRACTOR SHALL SCHEDULE: THE: MEETING
BY CALLING THE INSPECTION LINE AT (7$0) 4J8-J634 AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8[ AVAILABLE
PRIOR TO SCHEDULING.
1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEER/NG 24 HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON TH£ DAY BE;rORf lliE il'ISPITUON IS NITDFD. INSPECTIONS WILL BE MADE
THE: NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAO£ AFTER
2: 00 P.M. WILL 81! SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL B[ SOLELY RESPON$18LE FOR CONFORMING TO ALL LOCAL,
$TATE AND FEDERAL SAF[TY AND HfALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SU8MITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE: DESIGN OF SHORING, BRACING SLOP[ OR OTHER PROVISIONS TO BE MADE
, OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE
, EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
! THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEE:T (5') OR
MORE: IN DEPTH AND APPROVED EiY TH[ CITY ENGINEER AND/OR CONCERNED
AGE:NCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SliORING SYSTEM
STANDARDS FSTABI ISHFQ RY THF CONSTRUCVQN SAEfTY ORQFRS 7777 f 8
CALIFORNIA AOMINISTRA TIVE CODE. THE PLAN S/1ALL BE: PREPARED BY A
Rl!GISTEREO ENGINEER AT THE CONTRACTORS EXPENSE:. A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8[ SUBMITTED TO THE INSPECTOR PRIOR TO
, EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES AR/£ DISCOVERED 141THIN ANY WORK ZONE:
DURING CONSTRUCTION, OPERA 770NS WI/ I CEASE IMMmlA TEL Y. ANO THE
P[RMITT[E WILL NOTIFY THE CITY [NG/NEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT£[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING [QUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL 81! LIMITED TO THE PERIOD BET'M:EN 7: 00 A.M. ANO
SUNSET EACH OA Y, MONDAY THRU FRIDAY AND NO [ARTHMOVING OR GRADING
OP[RA TIONS SHALL 8£ CONOUCTEO ON WE[K[NOS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS 1$ AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL 81: SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING OAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE R[SPONSIBUI: FOR ANY DEBRIS OR DAMAGE:
OCCURRING ALONG THE HAUL ROUT£ OR ADJACENT STREE:TS AS A RESULT OF THE:
GRADING OPERATION.
19. NO BLASTING S/1ALL BE COMMENCED 141/HOUT A CITY ENGINEER APPROVED
, I 20.
BLASTING PROGRAM.
THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCT/ON PLANS WER{f OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACIL/Tl[S OR STRUCTURf:S NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE:
PRECAUTIONARY MEASURES TO PRO.TECT THE UTILITIES SHOWN ON TH[ PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR $/iALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND) 141TH/N THE: PROJECT SITE SUFFICIENllY
AHEAO OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE: CONSTRUCTION
PLANS IF IT IS FOl.!ND THAT THE ACTUAL LOCATIONS AR[ IN CONFLICT WITH
THE PROPOSED WORK.
22. TI1£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE[ BELOW) AT LEAST TWO FULL WORKING (JAYS PRIOR TO STARTING CONSTRUC7JON NEAR THEIR
FACILITIES ANO SHALL COORDINATE WORK 141TH A COMPANY REPRESENTATIVE.
r -1 J - -
UNDERGROUND SERVICE; ALERT
SDG&E
PACIFIC BELL
ADELPHIA CA8LE COMMUN/CATIONS
COX COMMUN/CATIONS
CITY OF CARLSBAD(STREETS ANO STORM DRAIN)
'CITY OF CARLSBAD(S[W£R, WATER 8' R[CLAIME:D WATER)
'SAN DIEGUITO WATER DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
*VALLECITOS WATER DISTRICT
'OLIVENHAIN WATER DISTRICT
*BUENA SAN/TA TION DISTRICT
• AS APPROPRIATE
I
(800)422-4133
(800)660-734J
(800)892-012J
(760j4J8-7741 (760 806-9809
(760 434-2980
(760)438-2722
(760)6JJ-2650
f 760~75J-0155 760 744-0460
760 753-6466
(760)726-1J40
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL 8[ DETERMINED AFTER "R" VALUE
TESTS HAVE: BEEN CONbUCTEO 8Y A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRJN;/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL ME:CHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE: TESTS
AND THE ENGINEERD STRUCTURAL SECTION MUST 8[ SUBMITTED TO THE
ENGINEE:RING /NSPECTO/i FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BE'ORE THE WORK BEGINS.
2. STREET LIGHTS SHALL f£ INSTALLED AS SHOWN ON THESE PLANS,UNOERGROUND
CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL BE: SHOWN ON TH[
"AS-BUILT" PLANS. ~O DIRECT 8URIAL STREET LIGHT FOUNDATIONS WILL BE:
ALLOW£0. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
J. ALL UNDERGROUND U"/LITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE ,HALL BE REINFORCED CONCRETE PIPE 141TH A MINIMUM
D-LOAD OF 1,350. ,OR PRIVATE: STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED )EPTH IS LESS THAN 15 FEET AND BACKFILLED 141TH
3/4" ROCK PER SORSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034
FOR SOR J5 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
141THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 141TH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
141TH CONCRETE OR RENOVED AS APPROVED BY TH[ CITY ENGINEER.
6. W/-/EELCHA/R RAMP$ '.HALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRNIVE CODE.
7. STREET TREES $HAL 8£ INSTALLED PER SECTION IV O_J OF THE CITY
OF CARLS8AD LANDSCAPE MANUAL.
8. FIR[ HYDRANT MARKERS SHALL 8£ PLACED IN TH[ STREET 141THIN TH[ LIMITS
OF WORK OF THIS PLA~ PER SOR$ DWG M19.
~-ALL SURVEY MONUMENrS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLJSHEO, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SVRVEYORS ACT.
10. TWO (2) SETS OF SUFVEY (CUT) SHEETS SHALL 8E PROVIDED TO THE CITY
[NG/NEERING INSPECTOR
SEWER NOTES
1. SEWER MAIN AND APPU?TENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE: WITH
THE "CARLS8AD MJNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN
CRITERIA, STANDARD DRAWING AND SPECIF/CATIONS", AND THE STANDARD
SPECIFICATIONS, MARCH 199J, AND TH[ STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTR.JCTION, LA TEST £0/lJON (GREEN BOOK).
2. TH[ CONTRACTOR Sh4LL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL ADHERE TO ALL
PROVISIONS OF THE SH TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNE::TION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL 8£ OBTAINED FROM THE: DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE 0/SIR!Cr'S ENQNf[R ANO SUPERINTENDENT.
4. BEFORE CONSTRUCTIO~ BEGINS IN ANY PU8LIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL 8[ REQUIRED.
5. THE CONTRACTOR S1ALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HWRS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [760] 438-3891)
WATER NOTES
1. WATER & RECYCLED W.'TER MAIN AND APPURTENANCES SHALL BE: CONSTRUCTED IN
ACCORDANCE 141TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" VOLUME 2 &
3, DA TED JANUARY 20)4.
2. THE: CONTRACTOR SI-ALL 08TAIN AN EXCAVATION PERMIT FROM TH[ DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA T/ON AND SHALL PROVIDE PROOF
OF OSHA NOT/FICA no, AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
J. BEFORE: ANY CONNEClJON OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A P[RMIT SPALL BE OBTAIN[D FROM THE C.M. W.D. OFFICE AND MUST
8[ SIGNED AND JPPROVED BY DISTRICT ENGINEER AND DISTRICT
SUP[RIN TEN OEN T.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSRUCTION BEGINS. TiiE CONTRACTOR SHALL NOTIFY TliE
CITY OF CARLSBAD EN,INEER/NG INSPECTION 48 HOUR$ PRIOR TO BEGINNING
OF CONSTRUCTION, TEl£PHONE N0-(760) 438-3891 FOR SCHEDULING.
5. NO TREES OR STRU;TURES SHALL BE ALLOWED IN TH[ WATER UN£ EASEMENT,
ALL EXISTING TREES AND STR/.JCTURES SHALL 13£ REMOVED PRIOR TO
COMMENCEMENT OF MORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
P[RMISSION FROM TH[ DISTRICT ENGINEER.
6. THE EXACT HORIZOWAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF
THE FIRE LINE LOG, TED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SMITH
SHALL 8[ DETERMINED BY TH[ CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE: 141TH HE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR
TH[ CONSTRUCTION )F RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER
DISTRICT", OCT08ER 1!:93 OR AS AMENDED.
8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROTECTED BY
MEANS OF I CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT ANO 9EMONSTRA TES THAT PROTECTION CAN 8£ PERFORMED IN
ANOTHER MANNER, 11[ DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PRf TECTION.
"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 )F THE BUSINESS AND PROFESSIONS COD£, ANO THAT
THE DESIGN IS CONSISTENT 141TH CURRENT STANDARDS.
I UNDERSTAND THAT TH[ Q-JECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY
THE CITY OF CARLS8AD DJES NOT RELIEVE: ME AS ENG/N[ER OF WORK, OF MY
RESPONS/8/UTIES FOR PRO.£CT DESIGN.
FIRM: TORREY PINES ENG/NTRING & CONSTRUCTION, INC.
ADDRESS: 2091 LAS PALM!S DRIVE, SUITE F
CITY, ST.: CARLS8AD CA '2011
TELEPHONE: (760) 929-1200 ~
BY: Vea'.,:;, ..:s.. "5-::re
DA V/0.PETERSON, PE
R.C.[. NO.:~C5~8_16~7 __________ _
REGISTRATION EXP/RATION PA TE:: _6~/~J=Oj,~0~6 ___ _
--.-
SH/TH RES/LJE/VCE
/HPR0/7£Hff/VT FLA/VS
LOT 308 OF
A ///ARA A/ASTER PLA/V
LOCATION MAP
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(KEY ACCESS)
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VICINITY
CITY OF OCEANSIDE
HIGHWAY· 78 ~
OCEAN
AVIARA
GOLF
COURSE
MAP
PROPOSED GA TE ~
(KEY ACCESS) ►
NOT TO
SCALE
'.il
~ITY OF VISTA
ROAo -·7 -
.p "'" CITY OF
RO~o \ SAN MARCOS
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'< y
1" = 500'
250' 500'
c,11NER:
M/\RTV S'v11. I·
1 cts S[N ,ORSF CT.
CAIRI_SGAJ. CA 92009
(619) 990--9800
I 1000'
UTILITY DISTRICT APPROVAL(S)
SOURCE OF TOPOGRAPHY
WORK TO BE DONE
TH[ IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE 141TH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY T/1£ CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLS8AO STANDARDS
3. THIS SET OF PLANS
4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC770N (GREEN
BOOK).
5. SOILS REPORT ANO RECOMMfNDA TIONS BY FRICK ,/ A/QR/CH OF TAYI OR
GROIIP INC DA TED AI/GIIST 22 2005
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY B[ MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
7. CAUFO!,NIA COASTAL COMMISSION DEVELOPMENT PERMIT NOTICE
OF ACCEPTANCE: DA TED SEPTfMBFR 13 2005
8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SP[C/FICA TIONS
FOR WATER, SEWER AND RECLAIMED WATER.
LEGEND
DESCRIPTION
EXIST. WATER
NEW WATER
EXIST. WATER SERVICE
NEW WATER METER
FIRE HYDRANT
THRUST BLOCK
ENO CAP ASSEMBLY WITH THRUST BLOCK
BLOW OFF
WATER GATE VALVE
[XIST. CATCH BASIN
NEW/MODIFIED CATCH BASIN
MODIFIED CLEANOUT TYPE 8
AIR VACUUM ASSEMBLY
AC / AB WITHIN EASEMENT AREA
DWG. NO. SYMBOL
SD REG. $TO. W-21-W-
CMWD W3-A
CMWD W12
-a--@
~
SD REG. STD. W-17, 18 ◄
CMWD W15 ~
CMWD W6
CMWD W16
------@--
SO REG. STO. 0-8 @]
SO REG. STD. 0-10 @
CMWD W7 ~
QUANTITY
EXIST.
6J9 FT
EXIST.
1
1
40 SF
1
1
1
EXIST.
1 MODIFIED,
1
1
13,555 SF
SHEET INDEX
IP1 TITLE SHEET
IP 2 U TIU TY PLAN
I NEW
IPJ UTILITY PROFILE PLANS
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF F.H.(S)_l_F.FLOW 1500 G.P.M. OUT OF_1_F.H.(S).
"AS BUILT"
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED
FROM /NFORMA TION GATHERED ON DECEMBER 9. 2005
BY TERRA CIVIL [NG/NEERING & SURVEYING
1------------------j BLD SPRINKL~. _ F_FLOW 750 G_PJA.
l -1V ~s,,., --•
Io /t-">{ o 2>
DATE
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED 141THIN ASSESSORS PARCEL NUMBER(S)
215-612-24-00 ,
THE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT 1$
N 337 E~1~68=5~-------
BENCH MARK -
DESCRIPTION: OC 0179 DISC SfT IN WFST FNO OF SOl/lH HFAQWAII ;-,;::--;; '. n_ r_p_
LOCATION: 0.4 MIL[ EAST OF INTERSECTION OF LA COSTA A VENUE
AND SAXONY ROAO
RECORDE,0:-GOIINTY OE $AN DIEGO DEPT OF PUB/ IC WORKS REPORT
5V01Q6 01 1Q 15 85
ELE:VATION: 13_870 FT DATUM: _,Mec_.0S_~L. ____ _
CARLSBAD MUNICIPAL WATER DISTRICT
_44 .. ,~r;-& s,lfld..
ROBERT J_ ~ 'OA
DEPUTY CITY ENGINEER R_C E. 33698 EXP. 6-30-06
F~E MAR1HAf DATE REV~WEDJY;:, , -
/, .//), / • I 1, _. , ,' ?'t~.
1,:jSPECTOR ' • DATE
fsHml CITY OF CARLSBAD
~=====:====1================================:=====~====~====~====j ~ ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
SMITH RESIDENCE
LOT 308 OF AVIARA MASTER PLAN
AP~ROVED~I • ~~ -!'(id GLENN T. P~IM • PE 514-EXFlRES 9-30 07 ift
DA TE INl11AL
ENGINEER OF WORK REVISION DESCRIPTION
OWN BY: CEW j PROJ~ NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DJP PD O 12
OTHER APPROVAL CITY APPROVAL RVWD BY: .... 435 1
•• ' '---...,
CMWD
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~(}\IJ" UTILITY PLAN
1" = 40'
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lPVt .•
, , . WA ERLINE
) ' /, I I SCH. 40 CAPS
1 ' SOLVENT WELDED EA
END.
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13411
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~,¥h?,8~~~
'9 ~o/1) ·-)
21.14'
. PUBU SEWER
SSHOLE RIM~/29.21'
PvC I.E. 116.JJ
REPLACE EXIST. PUBLIC TYPE "F" CB Willi TYPE "G"
T.G. 131.25 132.25
JO" R.C.P. F.L 120.JJ (OUT)
24" R.C.P. F.L 120.83 (IN)
J.,.-20· 40'
61JGifJ6€~fJS J cONSnlucriON, lf,JC,
SOILS REPORT NOTES:
L ALL STRUCTLRAL ALL, BACKFILL AND SUBGRADE SOILS SHALL BE COMPACTED TCA RELATIVE
COMPACTION OF AT LEAST 90 PERCENT AS DETERMINED BY ASTM D1557-00, FILL SOIU SHOULD BE
THOROUGHLY MIXED AND MOISTURE CONDITIONED TO WITHIN 2 PERCENT OF lliE OPllMUM
MOISTURE CONTENT ANO SPREAD IN UNIFORM UFTS OF LESS THAN 8 INCHES UNCOMPICTEO.
2. ROCK OR COBBLE LARGER TI-iAN 4 INCHES SHOULD BE REMOVED.
3. IMPORTED ALL SHOULD MEET THE FOLLOWING SPECIFICATIONS:
U.B.C. EXPANSION INDEX < 30, PLASTICITY INDEX < 12, NO ORGANIC MATERIAL NO ROCKS
LARGER lliAN 4 INCHES, LESS THAN 15 PERCENT ROCK LARGER THAN 2· 1/2 INCHES, LESS lliAN 25
PERCENT GRAVEL LARGER THAN 1/4 INCH ·
4. TEMPORARY SIDEWALL SLOPES MORE TI-iAN 5 FEET DEEP SHALL BE PROPERLY SHOREI OR LAID
BACK AT NO STEEPER THAN LS:! (HORIZONTAL:VERTICAL).
7. SOIL EXPOSED AT lliE BASE OF lliE EXCAVATIONS TO RECEIVE STRUCTURAL FIL~ SHOULD
FIRST BE OBSERVED AND APPROVED BY THE GEOTECHNICAL CONSULTANT, THEN SCARIITED TO A
DEPTH OF AT LEAST 6 INCHES, MOISTURE CONDmONED AND COMPACTED TO A RELAIBE
COMPACTION OF AT LEAST 90 PERCENT BY ASTM D1557-00.
8. TAYLOR GROUP, INC. SHOULD REVIEW TEMPORARY EXCAVATIONS, REMOVAL OF B)T,TOMS
PRIOR TO FILL PLACEMENT, PLACEMENT OF ENGINEERED FILL, AND EXCAVATION BOTT0!5 FOR
PIPEUNES.
USE EXISTING LATERAL FROM 8" PUBUC WATU
MAIN TO THE EXISTING WATER METER LOCATDN.
ABANDON EX. 2" PVC PRIVATE
WATER LINE Willi SCH. 40 CAPS
SOLVENT WELDED AT EA END. ~w11r-----GRAllNG PER PLAN
XIST. 18" RCP
"3,:,-
: 0 r~ ·-.r ·rn (t")
J,, ·<>' ~ ' 'G'-..... ,...... '/
SCOPE OF WORK SUMMARY:
1. ADD 1• WATER METER FOR APPROXIMATELY 9,700 SF SINGLE
FAMILY RESIDENCE USING IHE EXISTING WATER METER LATERAL AT
TATLER RD.
2. EXTEND EXISTING SEl'lf:R LATERAL TO IHE PROPOSED SINGLE
FAMILY RESIDENCE.
J. RELOCATE STORM DRAIN CATCH BASIN AT NORIH END OF
PROPERTY.
4. ADJUST ELEVATIONS OF MANHOLES, CLEANOUTS, STORM DRAIN
CATCH BASIN IN IHE DRIVEWAY TO MATCH NEW PROPOSED
ELEVATIONS (GRADING PLAN IS SUBMITTED FOR A SEPARATE
PERMIT.)
5. EXTEND GAS AND ELECTRIC SERVICE TO IHE PROPOSED
SINGLE FAMILY RESIDENCE. SET NEW METERS.
6. EXTEND PHONE SERVICE TO IHE PROPOSED SINGLE FAMILY
RESIDENCE.
4" CONCRETE W/BROOM FINISH OVER
4" CLASS II AGGREGATE BASE PER
STREET NOTE !.
EARlliEN DRAIN
SWALES 24" WIDE
X 6" DEEP
FILL
EXIST.
8 5'
<·
CENTERUNE
SWALE
l
16 7'
2.~• ~----cl.4' MIN .. -----~2•
ROAD
,t ~ '?<"~ I ~ C' NEW 4" PRVATE WATER MAIN NEW PRIVATE 8" PVC SEWER
E,!V ~f Vf t '
. ~ ~ V . ,
I !f/;//1/ z ,/ 1//11 '/id! rf 0 r/4irj/llrjl ,,
1Vf',£f,J1JWIV j9 -2
'. ALL ACCESSHOLES ANO CLEANOUTS)
~~
DEED
RESTRIIT:D
AREA
EXIST. NAT. GRADE PER PLAl
NEW 4" PRll'ATE WATER MAIN
8 5'
(FlRE DEPT-
SECTION AT DRIVEWAY
N.T.S.
EW 4" CONCRETE W/BROOM ANISH
OVER CLASS II AGGREGATE BASE PER
STREET NOTE 1.
15 S' I 7'
EXIST. PUBLIC 24" RCP
EXIST. NAT. GRADE PER PLAN
USE 3" PERF. DRAIN PIPE
FOR STATIONS <3+00.
USE 4" PERF. DRAIN PIPE
FOR STATIONS >3+00.
GRAVEL FOR DRAINAGE.
TYPICAL EA. SIDE.
EXIST. PUBLIC 8" PVC SEWER
8.5% ROAD --
0' EASEMENT·----------~
0 SECTION AT ROAD
N.T.S.
"AS BUILT"
1)4') 'i?rrt:2-¼.,,0 I o/2 "1/o'o
LOCATION: 0 4 MILE EAST OF INTE;RSECnON OF LA COSTA AVENUE RCE 5il~1 EXP, fo/1>0/10 DATE
AND SAXONY ROAD BY ~ RECORDED: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS REPORT REVJ.' ED ' /J . /
SV0106-01, 10-15-85 LjtaM/tl. CJ'&,,, 7../t✓./4tJ
ELEVA noN: --1.,13,1,,J.81.Ll!LO DFT[____I~~~~c~~D-A~TUEM~: ~::1.1_.=s_L=~~~~==--=--=--=--=--=--=--=--=--=--=--=--=--=--=-1=--=--=--=-i-=--=--=-i-=--=--=-~c-=-~Tr,::::;::;:;;:~, =I~;;s;;;;;:cy;:;TD;::R::;O~F;::::;C;:;A:=:R;;;:L;S;B;A;::D~· -;r:~:;;~E~T:;S ;ii
1----1---+----------------t---t---t----J----t ENGINEERING DEPARTMENT
l---+--1----------------t---i--;---i---i
IMPROVEMENT PLANS FOR:
SMITH RESIDENCE
WT 308 OF AVIARA MASTERPLAN
58167
( . -6/21/06 DJP A REMOVE PROPOSED WATER UNE, ADD C3 AT SWALE
TORREY PINES ENGINEERING & CONSTRUCTION, INC. EXP. 6/30/
6/5/06 DJP ~ RE-ALIGNED WATER LINE STRAIGHT
5/2J/06 DJP h, REPLACE SHT J, REY. ORIVEWAY GRADES & WATERLIN 2091 LAS PALMAS DRIVE, STE F
CARLSBAD, CA 92011
OFFICE: 760.929.1200
FAX: 760.929.1205
DA TE INITIAL
ENGINEER OF WORK
DATE INITIAL
REVISION DESCRIPTION OlHER APPROVAL
DATE INITIAL
CITY APPROVAL
PROJECT NO.
PD 05-12
DRAWING NO.
435-1
I
'
-----I -, -1-
-------
' 190
180
. 170
160
150
140
130
120
110 •
•
100 • •
. -
90 6+00
MATCH LINE
CP
2
XIST. PUBL![_ 30"
ER DWG. NO 2
00=38.o cfs VJ00= 19.5 FPS
0
54.46 1
UTILITY PLAN
l" ::: 20 1
20' 401
....... ····11 .,
' .
I
5+00 4+00
'44 '[
145
•
•
•
• • • •
• •
3+00
•
Of2.R.€V Pifv65
•
•
• •
•
2+00 1+00
A 18" RCP
I.E. 165.5 AT WEST CB
I.E. 164.5 AT EAST CB
REMOVE CONCRETE SWALE ABOVE
A NEW TYPE "F" CB FOR CONCRETE SWALE
II RCP BELO
--
a:: w ~ V)
~ 00
• • In In
•
"AS BUILT"
190
180
170
160
150
140
130
120
110
100
90
-
l/4.!2 ~gs.Q lc/zc,fos
P.E. S"SMil EXP. {,,,~~ DATE
I SH3EET I CITY OF CARLSBAD I SHE3ETS I
1---+---+--------------11---1----1--1----1 ENGINEERING DEPARTMENT
0------+---+----------------,c---t------t--r----t
o----+---+----------------,r---+------t--r----t IMPROVEMENT PLANS FOR:
SMITH RESIDENCE
LOT 308 OF AVIARA MASTER PLAN
APPROVED C JJ O II ew~;~ero>JS I•~'°"'•._.,, ,--~8167 -t-c•""'/2;;,-1/=o•;-t-:D;-;;;JPc-h.---::-:::-:c-:c-::-::-::-::-::-::-::,,....-,:,-=--:-,,-::--:-:-:--:-::-c~~-------t---t.-,-,-;---t-----:--1 ,ov,. '•.IO, f0 ?/ ., /O'i , , ~ w w REMOVE PROPOSED WAT::R LINE, ADD CB AT SWALE "•r " + .,~f..'. l . Hl 6/5/06 DJP RE-ALIGNED WATER LINC STRAIGHT GLENN T. PRUIM PE 51274 EXPIRES 9-30-01 DATE'
TORREY PINES ENGINEERING & CONSTRUCTION, INC. ;, , /~ » 5/23/06 DJP REPLACE SHT J, REV. IRIVEWAY GRADES & WATERLINE
209l LAS PALMAS DRIVE, STE F l---'-cD-,-cATE=-+""INl=TIA.,...-L .p<.-=:...::==.._=.:....:::,.,..:.:.::.:..:....::..:=:.:::..:__:::_==:::....:=....:c::.===i,-D-A-TE-+--IN-ITI-AL--+-D-ATE~l--'IN-ITI-AL-1 DWN BY: .....,...~
CARLSBAD, CA 92011 Clv REVISION [ESCRIPTION 1---.,___-1---'----1 CHKD BY: OFFICE: /60.929.1200 ENGINEER Of WCRK OlHER APPROVAL CITY APPROVAL RVWD BY:
FAX: 760.929.1205
PROJECT NO.
PD D5-12
DRAWING NO.
435-1