HomeMy WebLinkAboutDWG 443-7; CT 02-26; SEASHORE ON THE SAND; 01-03GENERAL 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 CONOtnONAL APPROVAL, CJTY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS US1EO 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 REUEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMP/l Y SUBMIT1EO TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER i'\4LL BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA 1E OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN AOOtnONAL INSURED ON THE PERMIT1EE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LJABIUTY. THE INSURANCE
COMPANY WRtnNG THE POIJCY MUST HAVE A RATING OF "A" ANO A SIZE
CATEGORY Of CLASS VAS ESTABLISHED BY "BESTS" KEY RA71NG GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIA 1E AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUC1ED PRIOR TO THE DEAOUNE DA1E Of THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS i'\4LL BE MADE TO THESE PLANS i'\4THOUT THE WRIT1EN APPROVAL
OF THE CJTY ENGINEER, N01ED i'l4THIN THE REVISION BLOCK, ON THE
APPROPR/A 1E SHEET OF THE PLANS AND 71/lE SHEET.
8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED 8Y THE Cl TY ENGINEER.
9. THE ORIGINAL ORA i'\4NG SHALL BE Rf\1/SEO TO RER.ECT AS-8UIL T CONDtnONS
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 SIT£ AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE Yl1THIN CITY EASEMENTS, A SOILS REPORT COMPRISED Of:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (c) COMPACTION
CURVES, SHALL BE SUBMITTED 8Y A PROFESSIONAL ENGINEER OF THE STA 1E OF
CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS
MECHANICS. THE SOILS REPORT i'\4LL BE SUBMIT1EO TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF REW 1ESTS. THE
WRIT1EN FIELD COMPAC710N REPORT(S) SHALL BE IMMEO/A 1ELY SU8M/T1EO TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION Of THE FIELD 1ESTS.
12. A PRfCONSTRI/C:UDN IJITTING SHA/ L BE HEID AT THF SllE PRIOR TO THF
BEGINNING OF WORK AND SHALL BE A T1ENDED BY ALL REPRESEN TA Tl VES
RESPONSIBLE FOR CONSTRUC710N, INSPECTION, SUPERVISION, 1ES71NG AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY
CAWNG THE INSPECTION UN£ AT 760-4J8-3891 AT LEAST RVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING Yl1LL BE
MADE 8Y CAWNG THE ENGINEER/NG 24-HOUR INSPECTION /?£QUEST UN£ AT
wowJB-J891.INSPECTION /?£QUESTS MUST 8E RECEIVED PRIOR TO 2:00 P.M.
N J DAY WORE THF INSl'fC:UON IS NEEDED INSPFCTIONS Yl1LL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AF1ER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA 1ER.
14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT£ ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULA710NS.
15. 7HE CONTRACTOR SHALL CONFORM TO LA80R CODE SECTION 6705 8Y SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOl'\4NG
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PR01ECT/ON FROM 7HE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION
THER£/N. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5; OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF 7HE PLAN VARIES FROM 7HE SHORING SYS1EM
STANDARDS [STAR/ /SHED BY THE CQNSTRUC:UQN SAFETY ORDERS VD f 8
CALIFORNIA AOM/NISTRA T/VE CODE. THE PLAN SHALL BE PREPAR£0 BY A
REGIS1ER£D ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMIT1EO TO THE INSPECTOR PRIOR TO EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK ZONE
DUR/NG CQNSTRIJC:UON OP[RA :UQNS W I CEASE IMIJFDIA TEL Y, ANO THE
PERMIT1EE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRIT1EN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUC1EO ON THE SIT£ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERA T/ON Of TRUCKS,
EARTH MOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOC/A 1EO
GRADING EQUIPMENT SHALL BE LIM/1EO TO THE PERIOD BETWEEN 7: 00 A.M. ANO
SUNSET EACH DAY, MONDAY 7HRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONOUC1EO ON WEEKENDS OR HOUOA Y5. (A UST OF CITY
HOIJOAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUN1ER.}
18. ALL OFF-SIT£ HAUL ROU1ES SHALL BE SUBMIT1EO 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 ALONG THE HAUL ROUTE OR ADJACFNT STREETS AS A RfSULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASnNG PROGRAM.
20. THE EXIS1ENCE ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSffiUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A T1ENT/ON IS CALLED TO THE POSS/8LE EXIS1ENCE OF OTHER
U71LITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONffiACTOR IS RfQUIREO TO TAKE DUE
PRECAUTIONARY MEASURES TO PR01ECT THE UTILITIES SHOWN ON THE PLANS ANO
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT S/1[ sumCIENll y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND Tl/AT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFEC1EO unuTY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR
FACILITIES ANO SHALL COOROINA 1E WORK WITH A COMPANY REPRESENTA T/VE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPHIA COMMUN/CATIONS
COX COMMUN/CA T/ONS
CITY OF CARLSBAD (STREETS ANO STORM DRAIN)
CITY OF CARLSBAD (SEWER,WA1ER & RECLAIMED WA1ER}
~~as! CML ENGINECRING • LAND PLANNING
Mrm1m1terra Engineerina Inc. ~ 1643 Campesino Pface
e Oceanside, CA 92054 Teloo (760) 439-2802
Fox: (760) 439 ZB66
1-800-422-4133
1-800-660-7343
1-800-892-0123
760-438-7741
760-806-9809
760-434-2980
760-438-2 722
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DE1ERMINEO AF1ER "R" VALUE
1ESTS HA \IE BEEN CONOUC1EO BY A PROFESSIONAL ENGINEER OF THE STA 1E
OF CAUFORNIA, PR/NC/PALLY DOING 8US/NESS IN THE REW OF APPLIED
SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. 7HE "R" VALUE 1ESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST 8E SUBMIT1EO TO 7HE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
Cl TY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET UGHTS SHALL BE INSTALLED AS SHOWN ON 7HESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE
•AS-BUILT" PLANS. NO 0/RfCT BURIAL STREET LIGHT FOUNOA TIONS WILL BE
ALLOWED. ALL LUMINARIES SHALL 8E ·cur OFF" TYPE.
3. ALL UNDERGROUND UT/UT/ES ANO LA 1ERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCT/ON OF CURBS, CROSS GUT1ERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRE1E PIPE WITH A MINIMUM
0-LOAO OF 1,350. FOR PR/VA 1E STORM DRAIN PIPES, UP TO 15• PVC MAY 8E
UT/LIZtO PROVIDED DEPTH IS LESS 7HAN 15 FEET ANO BACKFILLED WITH
3/4" ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE UN£ IS TO BE ABANDONED IT SHALL BE REMOVED
Yl1THIN TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO /?£PLACED i'\4TII
PROPERLY COMPAC1EO SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
i'\4TII CONCRE1E OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TlllE 24,
CAUFORNIA ADMINISTRA T/VE COO£.
7. STREET TREES SHALL 8E 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 LIMITS
OF WORK OF 7HIS PLAN PER SORS D WG M19.
9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABUSHEO, PERPETUA 1EO, ANO OOCUMEN1ED PER THE
PROFESSIONAL LANO SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
CT 02-26
SEASHORE ON THE SAND
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
~ 'b
'ft
VICINITY MAP
NO SCALE
VICINITY
NO SCALE
"DECLARATION OF RESPONSIBLE CHARGE"
MAP
I HEREBY DECLARE IHA T 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 SEC710N 6703 OF 7HE BUSINESS AND PROFESSIONS COO£, ANO THAT
THE DESIGN IS CONSIS1ENT i'\4TII CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: AQUATERRA ENGINEERING INC.
ADDRESS: 1843 CAMPESIN□ PLACE
CITY, ST.: OCEANSIDE, CA 92054 ;LEPH~1/f:;43trJ;;t!:
GARvJ:1Psi<W
R.C.E. NO.: ~2=30~8~0 _________ _
REGISTRATION EXP/RATION DA Tf: 12\31\07
LEGAL DESCRIPTION
LOTS 47 AND 48 AND A PORTION OF LDT 49 IN BLOCK 'A' OF HAYES LAND
COMPANY ADDITION TD CARLSBAD, MAP ND. 2 , IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TD MAP THEROF
ND. 1221, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
.NOVEMBER 4, 1909.
APN# 203-235-04
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SH□'w'N ON THESE PLANS 'w'AS GENERATED BY FIELD
SURVEY METHODS FROM INFDRMATl□N GATHERED BY
LAD'w'IG DESIGN GROUP
TOPOGRAPHY SH□'w'N HEREON CONFORMS TD NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED 'w'ITHIN ASSESSORS PARCEL NUMBER(S)
APN• 203-235-04
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS,
N 362, E 1661
BENCH MARK
DESCRIPTION• 2-1/2' BRASS DISC
LDCA T ION• NORTH WEST CORNER JEFFERSON STREET BRIDGE
AT BUENA VISTA LAGOON
RECORDED• RECORD DE SURVEY 17271. CITY DE CARI SBAD CONTRrn SURVEY
ELEVATION• 26.56 (NGVD29) DATUM•~M=.S=.L~·---
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. PLANNING COMMISSION RESOLUTION NOS. 5631, 5632 AND 5633, DATED JUNE 16, 2004
5. CITY COUNCIL RESOLUTION NOS. 2004-237, DATED JULY 24, 2004
6. THE STANDARD SPECIFICATIONS FDR PUBLIC 'w □RKS CONSTRUCTION (GREEN BOOK)
7. THE SAN DIEGO REGIONAL STANDARD DRA'w!NGS AND AS MAY BE MODIFIED BY
THE CITY □F CARLSBAD STANDARDS.
8. COASTAL DEVELOPMENT PERMIT• CDP-02-52
LEGEND
THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFER£NCE ONLY AND DOES NOT RELI£VE THE CONTRACTOR FROM
COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED \/ITH THE IMPROVEMENTS R£QUJRED
FOR THIS PROJECT.
DESCRIPTl□N
AC PAVEMENT -4" AC/ 6" ClASS II BASE OR AS SPECIFlED BY GEOTECHNICAL ENGINEER
ENHANCED CONCRETE PAVEMENT -6" CONC./ NATIVE MATERIAL OR AS SPECIFIED
BY GEOTECHNICAL ENGINEER
SYMBOL QUANTITY
ASPHALT CONCRffi PAVEMENT OVERIAY (2" THICK MIN.) rllllllll/llllJJll!IIIA ,./ 5'S,F.
PROPOSED 5' OEDICA TION 45' R/W
20· 25'
l[_ -
VARIES -VARIES ~
R-'==7--.:_~":_":_":_-.:_"':_=_:__·'""'·_· ~~;;;_~_:__:_:__:_:._~r_:_:_:_:_-.:_-:_~2
_·0~0_"~--:_~~---""':"::"J¾i-F~ ,==1_EX. 4" P.c.c.
PROPOSED ENHANCED _ l) ~ J SIDEWALK
CONCRETE PAVEMENT c EX. TYPE "G' CURB...../
WHERE SHOWN '< AND GUffiR
BASIS OF BEARINGS
THE BASIS □F BEARINGS FOR THIS PLAN IS THE CENTERLINE
□F OCEAN STREET BET'w'EEN BEECH AVENUE AND GRAND AVENUE
AS SHD'w'N ON MAP 12948
I.E. N34"40'24'E 769.93 (769.96)
REFERENCE DRAWINGS
TYPICAL SECTION-OCEAN STREET
NOT TO SCALE
CARLSBAD DRA'w'ING NUMBER 347-2 (SHEET 5)
SHEET INDEX
I TITLE SHEET, NOTES
2 OCEAN STREET PLAN AND PROFILE
3 EROSION CONTROL PLAN ·1t~t::~1_:'l.,1"
GARY _ySKA RC 23080 EXPIRES {fh11t/
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
NO. OF F.H.(.s)_F.FLOW= __ G.P.M. OUT OE_F.H.(S
.---------------------1 BLDG. SPRINKLED YES/NO. F.EL.O.'N G.P.M.
CARLSBAD MU~~IPAL WATER DISTRICT
$) J -:#/--. II/ 1,a/oc FIRE MARSHAL
DAVID A. HAUSER DATE
DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/08
'./)1/J/~ ) -II J<£Pl11CE C..HEcr 2 AN RtVLSE
n " ) -l!\I IAAl1/JJ£$
DA lE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE REVIEWED BY:
(1 'l ) , (. 1,
INb~CTOR /
7/}ro11 r-~P I SHE1ET I CITY OF CARLSBAD I SHE3ETS I
;==='....'::::==E=N=G=IN=E=ER=l=N=G=D=E=P=A=R=TM::::E::::N=T===...'.:==~
IMPROVEMENT PLANS FOR:
DATE INITIAL
CITY APPROVAL
OCEAN STREET
APPRfZE~ ZAD C. HAMMANN
1111 -a. <S 331>St c•f' &•lo·o a
CITY ENGINEER PE 33069 EXPIRES 6/30/08
OWN BY:
CHKD BY:-::rm;r-
RVWD BY::_::a=
PROJECT NO.
CT 02-26
DRAWING NO.
443-7
PLOT DATE: 10/29/06
•
080409
012607
2 0 2
i!IL....=L_!!!i~ __ I
Seo.le• 1' = 2'
1----4.0'-----l
"'
?--.;,..--~---l~---g------------~ --~ISTINGACP~fflT
..-;
EXISTING CONCRETE _;.
EXISTING AC PAVEMEN7 t;; -qj; AT CURB LINE i:i~ ::' ~ ,-~ -~+ U)~ :::::E--l.,_LLJ
--------
~ g;
)l! Mo.23080
*
STAIRS AND LANDING '-'-
TO BE REMOVED
SECTION "A"-"A"
SCALE: HO/ll 1•=2: 1/ff/T. 1•=2'
PREP,I\REJ)>-LINDE~ •rt~E JVPERVISION OF•
'if ~//
_..,<.//-~--~--DATE]JQ/j~J
GARY t/PSKA RCE 23080 EXPIRES 12/31/0'7
EXISTING 36" RCP STORM DRAIN /
/
I
I
PER DWG. NO. 347-2 ----1---~,,...
BENCH MARK
DESCRIPTION, 2-1/2' BRASS DISC
EX. 4' CURB 1Nl£T
{TO REMAIN)
NORTH \JEST CORNER JEFFERSON STREET BRIDGE
LOCATION• AT BUENA VISTA LAGOON
EX. SlRUCTUR£
RECORDED• RECORD □r SIIRYEY 17271, GUY Of GARI SBAD CONTROi SURVEY
ELEVATION• 2656 (NGVD29) DATUM,__,H=.S=.L~, __ _
I
I
I
I
, ___ SIDEWALK ACCESS----!
S=7.1%
£XISTING TOP
Of CURB
------------
rsl43.lol
'
SECTION ·a·-·a· (ALONG CURB LINE)
LOOKING llfSIE/IL Y
SCA/£: HO/IZ. 1•=2'. 1/ff/T. 1•=2'
BEACH ACCESS STAIRWAY ________ ,
I ' I
-_l
PLANt DCEAN STREE~ I:
SCALD 1/0Rl 1'=2' T ~ •
OCEAN STREET
5' SlREET DEDICATION
PER MAP
--------------
zctfi4 ~ II,\ THIS SHEET REPLACES □NE DRIGINALL Y SIGNED 11/18/06
Oll[o . ~vc. 1u;.1<.VIL T
"AS ~UIL T" )I,_ ~ i,/01-/tb .
RCE 1..· D ~O EXP !z/:s, / ll ,... r DATE
REVIEWED BY• a 1 j /)_J ("2 · 1 ·lo DAlE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
U'f3!ihCTOR 1 , DATE
EXISTING CONCRE!f: PAD AND UTILI1Y CABINET (TO REl.tAINJ
1 I '"'D/11
□AlE INITIAL OAlE
6.1/f'
INlllAL
OTHER APPROVAL CITY APPROVAL
080409
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
OCEAN STREET
C
APPfBYED ~A~D ¥},~f.USER ,!. -,,: ' ") . 7/(2,,,1 / • J>e 4 i ~A lilf. ..Jct 1 7 Ltf!/.MI err ENGINEER PE 33081 EXPIRES 6/3oi,o DATE
OWN BY:
I PROJECT NO. I DRAWING NO.
CHKD BY: Jut CT 02-26 RVWD BY: !LR 443-7
a,
l\l :E 0 '-.
~ 0 G') 0 '-. ,.._ -.a::i.
w w .l::i,,
~ w a I
.... -.J g
[l_
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NORINE SIGAFOOSE AT 760-434-2416
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/ 4 INCH MINIMUM AGGREGRATE.
_j \ FX. 4' (IIRR INIJT-
(18 REMAIN)
I ;
Tc/ 43.06 r, 14?.89
T ,
FL 43.21
1---. EK. CURB llNE-~ 1 I·---/
,~-FS-(431~-=FS=-J+=;=-\FS\4l07) 'rs(43.14) ---------: _j-
---
\
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FX CONCRFIT GUTFR i-0 ,EMP.IN) --c
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--2+,t------ci--t-co=c:--~' (TO Jl[MAIN) ___ ~,-------------------;,----="'t------------b"''--------<;----
(~ A~DOOO -C[l,f[R!f//{__;;::_--1-~ -It!./
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1 s + rs 43.53, [0.2)% '\ ~ /4:.__'°~ / '° ~FS~(~43-. 6~8) ,
'J i;. I I(.') I
EX SEWER MANHOLE_. -----\
1
+ 1 It§ _,;; --. I 0 :10 REMA11~) -._~,---~'----------------",-------------+--Pc.Js---1-~;..-
/ /1
I
INSTALL FIBER ROLLS AT INLET OPENING
I
BENCH MARK
CIVIL ENGINEERING * LAND PLANNING UPERVISI □N □F,
DESCRIPTION, 2-1/2' BRASS DISC
NORTH ~EST CORNER JEFFERSON STREET BRIDGE
L□CA Tr□N, AT BUENA VISTA LAGOON
w
l!/fA01JJ!Jterra Engineerina Inc. RECORDED• RECORD DE SURVEY 1727!. CITY DE CARI $BAD CONTROi SIIRVEY
ELEVATION• 26,56 (NGVD29l DATUM•~H=,S=.L.~--
EXISTING 30'" RCP PER )RAWI% 347-2
-I
1•1 n EXISTING ID' ACP WATER PER DRAWING 347-2
5 EXISIINC 8' s,w,R PcR URAWING )41-1
t..l~t,l11
5 0 5 10
~ I I
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~ 1843 Campesino Place ~ Oceanside, CA 92054 ~ Tele: (760) 439-2802
' Fax: (760) 439-2866 I CT □ R {)
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ENGINEER OF WORK DATE
TC 43.89 TC 43.96
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/A A<:.-r,;LJILT I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
OCEAN STREET
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CITY ENGINEER PE 33069 EXPIRES 6/30/08 ,
DATE
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I DRAWING NO, DWN BY: Ni-PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CT 02 26 OTHER APPROVAL Cl TY APPROVAL RVWD BY: 443 7
PLOT DATE 10/29/06