HomeMy WebLinkAboutDWG 474-4; 6002; LINCOLN ST/PINE AV IMPROVEMENTS; 01-05PROJECT SITE
VICINITY MAP
NOT TO SCALE
SHEET INDEX
1 TITLE SHEET
2 NOTES
3 PINE AVENUE
4 LINCOLN STREET
5 DETAILS
CONSTRUCTION PLANS
FOR
LINCOLN STREET & PINE AVENUE IMPROVEMENTS
PROJECT NO. 6002
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
MA TT HALL -MAYOR
ANN KULCHIN -MAYOR PRO TEM
MARK PACKARD -COUNCIL MEMBER
KEITH BLACKBURN -COUNCIL MEMBER
FARRAH DOUGLAS -COUNCIL MEMBER
LISA HILDABRAND
CITY MANAGER
CONRAD "SKIP" HAMMANN JR.
TRANSPORTATION DIRECTOR
RCE 29271 EXP. 3/31/13
bliA,lnc.
DONALD !lllLL()lrA
NO. 29271
l'IVU.
land plarmiing, civil engineerling, uveyin,g
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
PROJECT
SITE
LOCATION MAP
NOT TO SCALE
"AS BUILT"
fL /~ tl-Zo•r~
RCE 'l..'7'2-71 EXP. '3/-'11 /1( DA TE (j
REVIEWED BY:
~~~~ l!--'5-13,
DATE
lSHE~S 1 5
l----t------1-----------+---+--t---i----1 MPROVEMENf PLAN FOR:
TITLE SHEE°L VICINITY MAP .
AND LOr..;ATION MAP
LINCOLN STREET & PINE A VENUE IMPROVEMENTS
l---+----t------------l---.+---____jl------4-~ [Al~~ RAD C. "SKIP" HAMMANN JR.
PE 33069 EXPIRES 6 30 14 DA TE
1---;c-0A=TEc-t-;1Nl=TI=AL---t--------------+--,--,---+---+---+----I DWN BY: CH PROJECT NO. I DR4A.Wll'4NG-4.NO. •. DA TE INlllAL DA TE INlllAL CHKD BY: RH 600,,.,
ENGINEER OF WORK REVISION DESCRIPTI.QN 01HER APPROVAL arr APPROVAL RIIWI) BY: RH ~ ~----~L----'
.f
·r .
: :
I I
I
'
I ' :
I
GENERAL 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 CONDITTONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITTONAL DOCUMENTS USTED 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 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 PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,DDD,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITTNG THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNEO BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT COND/TTONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS. AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCDON MEEDNG SHAil BE HELD AT THE SITE PRIOR TO 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 CAWNG THE INSPE.CTION UNE. AT (760) 4JIJ-JIJ91 AT LE.AST FIVE. (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE. AVAILABLE
PRIOR TO SCHEDULING.
13. ALL INSPECTION REQUESTS OTHE.R THAN FOR PRE.CONSTRUCTION MEETING WILL BE
MADE BY CAWNG 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 BEE.ORE THE INSPECDON IS NEEDED 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 SUBMlmNG
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
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 SYSTEM
STANDARDS ESTABI ISHED BY THE CONSTRIICTTON SAFETY ORDERS TTTT f B
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, QPERATTONS Will CEASE IMMfDIATEI Y AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. 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 EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS 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 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 AND BLASTING PERMIT.
20. THE. EXISTENCE AND LOCATION OF UTIUTY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A TTENT10N IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIITTRENT
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 THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE sumc/ENTL y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE. CONTRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEE. BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7343
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
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
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
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF FIVE (5)
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 FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
3. 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 BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF TH/$ PLAN PER SOR$ DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CU T) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
fO. CONTRIICTOI? 5//4LL RlC0IVF/GURE £,1/STI/JG 1/?R/G/JT/ON SYSTEM
WI/ERE IT COAIFL !CTS WIT/.! NEW IM?li'0VEME!VT.5.
tf, !VtJAI-ST/ltVOI/RO Rt'// 0 SECTION (CL. TO Ct/Ii' 8 F4CE) IS 0£5/G!VEO
TO M/lTC/.1 £XIS7ll./6 IMP/?tJ(I.EtV/EAITS.
nDECLARATION OF RESPONSIBLE CHARGEn
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: BHA INC.
ADDRESS: 5115 A \/£NIDA ENCINAS SIJITF l
CITY, ST.: CARI SBAD CALIFORNIA
TELEPHONE: (760) 931-8700
BY· n._, \:..00 ,n✓
. RONA~LLOWAY
DATE: -~'Z._-~1~5-_/_1.,-__ _
R.C.E. N0.:~2=:9_2'7~11 __________ _
REGISTRATION EXP/RATION DA TE: 3/31 (13
R/W
R/W
R/W
6" CURB & GUTTER-
TYPE G PER SDRSD
NO. G-2 *
BASE TO EXTEND 6" UNDER &
BEHIND NEW CURB & GUTTER
5.5'
6" CURB & GUTTER-
TYPE G PER SDRSD
NO. G-2 *
30'
40'
24.13'
TYPICAL SECTION
PINE STREET
STA. 11+12.31 TO STA. 12+10.83
20.13'
I
I
10-20' VARIES
/EP
TYPICAL SECTION
PINE AVENUE
STA. 12+90.60 TO STA. 14+51.64
R/W
40'
R/W
40'
20· 5.5'
R/W
WORK TO BE I>ONE
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. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. N/A DA TEO _______ _
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY ___ ~N~/,A ___ _ _____ DATED ______ _
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. CAUFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDtnONS
DATED NIA
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY N/A
DA TEO ______ \\'DID NO. 9 37$ _____ _
10. STORM WATER MANAGEMENT PLAN PREPARED BY ____ -'-'N'--'/,A-'------DATED ______ _
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CALTRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
AC PAVEMENT
2• AC GRIND
& OVERLAY
CURB & GUTTER-TYPE G
SIDEWALK
CURB RAMP-TYPE A
CONCRETE DRIVE.WAY
CONCRETE DRIVEWA Y
CONCRETE CROSS GUTTER
EXIST. WATER
EXIST. RECLAIMED WATER
EXIST. GAS
G-2
G-7
G-27, G-32
G-14D
G-14A
G-13
r • . ..--..,-v--,...., ~I --~I •4• AC/fi" AB 4,397 SF.'\
~--~ J" AC/ONtYAl/?l 1,243 SF. ,
m~~~ ..,,. _.,_ _.,A,,_~ ™ I 6,685 SF.
t •• -: • -I f . ' . . .
~
,111-·1 >. :1 . I~ :
:::=r.··~ -
f ·.__..,: •·.• . .,.:_ I
-• • 4 • ••••
-(W)-
-(RW)-
-(G)-
794 LF.
3,070 SF.
2 EA.
2,101 SF.
157 SF.
352 SF.
40' 30' & 40' EXIST. TELEPHONE
EXIST. STORMDRAIN
EXIST. CATCH BASIN
EXIST. POLE UTILITY
EBGE OF PAVEMENT
-(T)-
I
18. 71' I 21.08'-21.24'
E.P 17'-18' VARI ES EF 19'-22' VARIES
5.5' /EP SAWCUT SAWCUT EP'-,
5, 3, UNE I LINE , ,
5.5'
[Q]
:x::
Ill Ill Ill
~-~ ~ ~ ----1 3 5
4" S;EWA:~F3~~ · '' -~-''.://.' KXY = = = = ~ -----/-= = = = = = xx• ,:'.// _J;;,; ~-,,~
SDRSD NO. G-7 ,l{?,c ~'"~,,~,-2" GRIND '\._EXIST./ 2" GRIND_/ ~,-,:,c-~,. ,,;J
-4" SIDEWALK PER
SDRSD NO. G-7
BASE TO EXTEND 6" UNDER & \_ ~RLAY PVMT f!s-.& OVERLAY J
BEHIND NEW CURB & GUTTER 4~CL II AB MIN. 4" A~CL II AB MIN.
• 6" CURB & GUTTER-__,. SEE STREET NOTE 1 SEE STREET NOTE 1
TYPE G PER SDRSD
NO. G-2 * TYPICAL SECTION
LINCOLN STREET
STA. 2+39.46 TO STA. 5+39.82
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY /$ THE CAUFORNIA COORDINATE
SYSTEM, ZONE 6, 1983 DA TUM, AS DETERMINED LOCALLY BY THE GRID BEARING
BETWEEN CITY OF CARLSBAD SURVEY CONTROL STATION "747• AND STATION •122•,
SHOW/>/ ON RECORD OF SURVEY NO. 17271,
I.E. N 11'36'12• E
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLAN$ WAS GENERA TED BY EIELD._
SURVEY METHODS FROM INFORMATION GATHERED ON JUNE , 2011
BY BHA INC . TOPOGRAPHY SHOWN
HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($)
BASE TO EXTEND 6" UNDER &
BEHIND NEW CURB & GUTTER
6" CURB & GUTTER-
TYPE G PER SORSD
NO. G-2 *
• EXIST CURB & GUTTER & SIDEWALK
ON RT. SIDE OF LINCOLN ST. BETWEEN
STA. 4+04.96 & 4+80.03 & LEFT
SIDE OF LINCOLN ST. FROM
STA. 2+39.46 TO 2+89.82 TO REMAIN
NOTE:
"l~fY13Siol'f.t
I§ <,d>.
~/ RONALD L. '1', r,, 1 HOLLOWAY ~ I NO. 29271 I:
* * ~ civn. '#: ?e OF CA.\.\~
CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITY VALVE BOXES, MANHOLES, VAULTS,
SEWER CLEANOUTS, STORM DRAIN GRATES,
INLETS AND SURVEY MONUMENT BOXES AND
PROTECT IN PLACE.
bl-tA,lnc.
land planning, clvll engineering, SUl'Veylng
5115 A VEN I DA ENCINAS
SU ITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
"AS BUILT"
[L_ ~ //-2.0-,1
RCt 7.92.i( EXP. 3/1t/t> DATE
REVIEWED BY:
0..At-" I
!~SPECTOR
l)-~-)3
DATE __ ___.2 .. 0""3~-2"'5"'0~-=08~0=9~10~2~6~&""-'2"'0""3-~2..,6cs0~--""03"'--'1'-'-1 ____ ,
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 362 E 1659 l---+----+-'J\_,4_s _-e,_u_'/L_T---------+---+---+---+----I I SH2EFT I ·c ITY OF CARLS BAD I SH5EETS I
TRANSPORTATION DEPARTMENT
!::M=P:;::RO=l(:::EM::E'.;N:::T P::::LAN::::::::F:::::O::;:R.::::· :::::::::::::::::::::::::::::::::::::=:::::::::::::::::=::::::'...:::::==~
BENCH MARK
DESCRIPTION: A 2-1 /2" BRASS DISC IN THE SOUTHEAST CORNER OF
STORM DRAIN INLET BOX STAMPED "CLSB-130 LS. 6275"
LOCATION: END OF THE CURB RETURN AT THE NORTHEAST CORNER OF
GRAND A VENUE AND WASHINGTON STREET. 52 FEET
WfSTERL Y OF RAILROAD TRACKS AND 40 FEET NORTH OF
THE CENTERUNE OF GRAND A VENUE
RECORDED: CITY OF CARLSBAD SURVEY CONTROL NETWORK POINT
NO. "130" AS SHOWN ON RECORD OF SURVEY NO. 17271
ELEVATION: ~40=.9~1Q~ ______ DA TUM: NGVD 29
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
NOTES
LINCOLN STREET & PINE AVENUE IMPROVEMENTS
APP,ry, IL CO!iRAD C. -SKIP-HAMMANN JR. _ / /
~r~~~~=.c--c-c----c'Y?/LL
PE 3joff9 EXPIRES 6/30/14 DA TE
DA TE INITIAL
CITY APPROVAL
DWN BY: CH I PROJECT NO. I DR4AWl74NG-4NO.
CHKD BY: ~&~H_ 600'2 RVWD BY: RH _ ~-------~L----~
. 1 ·
I ''
CONSTRUCTION NOTES
<(l:> CONSTRUCT 6" CURB & GUffiR -TYPE G
PER G-2
¢CONSTRUCT CONCRETE DRIVEWAY PER G-14A
<'.;t>CONSTRUCT CONCRETE DRIVEWAY PER G-140
<t>CONSTRUCT 4" SIDEWALK PER G-7
<e>CONSTRUCT CURB RAMP PER G-27
,--,---.._
¢INSTAlL 4" AC/6" CL II AB MIN.-SEE STREET
NOTE 1 ~A
<!> 2" GRIND & AC OVERLAY
¢REMOVE EXIST. AC PVMT & REPLA; wrll-i \
3" AC/0/IAIATIVE -RESTRIPE PVMT WHER~j
R~OVED ~ 1.0,
<2)-REMOVE EXIST. CONCRETE SIDEWALK &
REPLACE Willi 4" SIDEWALK PER G-7
.qg>REMOVE EXIST. AC PVMT & PCC CONCRETE
PVMT. & REPLACE Willi CONCRETE DRIVEWAY
PER G-140
<1)> EXIST. WATER METER. ADJUST TO FINISHED
GRADE
</pEXIST. !'/ATER METER.APJI.I.ST TtJ GRADE } ~ I
~ EXIST. WOOD FENCE -PROTECT IN PLACE
<&;> EXIST. TREES -PROTECT IN PLACE
<lg> EXIST. TREE 1 .
<l9> EXIST. TR&1 •--..,_-~-~~~.,._J-<i?> EXIST. CONCRETE PVMT. -GRIND EDGE TO
MATCH NEW SIDEWALK
<l9> UTILITY POLE -TO BE RELOCATED BY
OTHERS
~ UTILITY POLE TO REMAIN -PROTECT IN
PLACE
<®, UTILITY POLE TO REMAIN -2 EXIST.
VERTICAL CONDUITS TO BE RELOCATED FROM
EAST SIDE OF POLE & OUT OF NEW SIDEWALK
~ REMOVE & REPLACE FENCE BEHIND NEW
55 -
50-
55 -
50-
55-
50-
SIDEWALK !NCLUO/NG CONCRETE 10+00
8/JSE or FENCE
~INSTALL SIDEWALK UNDERDRAIN PER D-27
& CONNECT TO EXIST PIPE
~ EXIST. UTILITY STRUCTURE -PROTECT IN
PLACE
<3> CONSTRUCT MID BLOCK CROSS GUTTER PER
G-13
~INSTALL STOP SIGN (R1 -1) PER CA MUTCD
& M-45
-
10+00
,-.
"' ;,-,
"'
----
10+50
I
I
(213%)
-=---" -
11+00
APN
203-250-11
11+00
I-
....
0::
11 +50
265% ::----.;..
APN
203-250-10
(256%) _----., -
0 ..,.
12+00
12+00
I
I
-
PINE :
,-.
Q: -
"' °" 2 ,.-------------------------------.-----'---------~Nm \_ 2 "'
~flSSio~
/#; RONALD L. ~ '\ ii BOLLOYAY ~.., I NO. 29271
* ,\"'<!), crvn._./ ,,sf' '\ '°'~ '\.~o,~,% 'j) \~fu b1 -A, Inc -.:::::::.:::.:;;::;,,,, RONALD L. HOUOWAY H I RC£ 29271 EXP. 3, ~1 /13
land planning, cMI engineering, suiveylng
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA . 92008-4387
(760) 931 -8700
R/W ~13
...: 0 r Z
C/) u.J
.... ....
0.50% {TOP OF
6" CURB
r--------~
~EXIST I"' GROUND ci
(1.80%)
TOP OF CURB PROFILE -NOR1H SIDE
(r,PROFILE
TOP OF CURB PROFILE -sourn SIDE
....
0::
PROFILE: PINE A VENUE
SCALE:
12+50
X
I
I
HORIZ. 1 "=20'
VERT. 1 "=4'
13+00 13+50
I_
' STA. 12+91.32~20.13' RT
EXIST. PCR
-CONTRACTOR SHALL REMOVE EX.
PAVEMENT MARKINGS AND REPLACE AT
PROPER LOCATION (THERMOPLASTIC)
PER MUTCD 2003 REV. 1, CITY
STANDARDS AND CALTRANS DETAILS.
PLAN: PINE A VENUE
SCALE: 1 "=20'
.,.,
13+64.42
If. 10' WIDE
CROSS GUTTER
C-49.70
1.24%
14+00 14+50
0 CENTERLJNF,DATA
NO DELTA/BRG.
1 N55·57•17"£
,
RADIUS LENGTH
251.83'
199.81'
-
15+00
□ NO
1
2
3
4
15+00
I
I
DELTA/BRG.
N55.57't 7"E
39·53'33"
90·04•42"
N55·59•02"E
.... ....
.,., (3
~
---
<::S "' -"'"' -..;
15+50
....
0::
CURBDATA
RADIUS LENGTH
98.52'
20.00' 3 1.38'
20.00' 31.44'
161.04'
I
I
.
\_R/W
0 "1
-----------~ ~
16 +00
REMARKS
16+00 ---1-
-55
-50
-55
-50
-50
20' 1 o· o· 20' 40' f----+-----+-''·'_11_s_a_u_1L_T _______ --+----+-----+----+-----1 I sH3EET I CITY OF CARLSBAD I sH5EETs I
TRANSPORTATION DEPARTMENT
;;;M:;;P;;;R:;O\o;;;E;M;;'.,'EN~T;:P;LA:;:N:::::;;FO;;R;:: ============--===:::::::
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING
IMPROVEMENTS, LANDSCAPING, FENCING, TREES,
BUSHES, MAILBOXES, UTILITY POLES IN PLACE
UNLESS OTHERWISE INSTRUCTED IN THESE PLANS.
RCE Z'tt-11 EXP.
V
BUILT" PINE AVENUE
II-U>-I1
1l11h{ DATE • I
LINCOLN STREET & PINE AVENUE IMPROVEMENTS
A-P~C-R-=.#...,,...-o~~-R~A~~=c~ . ..,:.._K_1p~•-H-AM_M_A_N_N_J_R· __ &li-tfz,_
PE 33069 EXPIRES 6/30/14 DA TE ::;:::::::=~=-=:;;,;=:..::::::...,~:::::::'.::::::========;-;::::====::::::::::::===:
l----+----<f---------------------+----+---1----1-----' OWN BY: CH I PROJECT NO. I DRAWING NO. 11-5-12, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: RH 600'" 474 4 ~~0-A~TE~-ENGINEER OF woRK REVI SION DESCRIPTION ,__o_TH_ER_A_P-PR_o_v_AL---+-a -TY-AP~P-R-ov_A_L---< L':R'--'VWD'..!!,:c___l,lB_,_Y:..._: =RH====..I -_____ L ____ L-----~
55-
50-
55-
50-
55-
50-
1+00
1 00
ROIIALD & BOU.OW.l ! NO.
(0.16%}
c::, cs .,., .... -Jc:,
---
>-"" "1 ,,.,
1;;;
2 r--0
d .... +
-< "" >-u en"-
>----'
"' ...
cri -2 0 0 ..,: .... +
1+50
CJVt\,
bl -A, I C 0, RONI'w~L. HOl~Ai~ H n . RC[ 29271 EXP. 3/31/13
land planning, cMI engineering, surveying
5115 A VEN I DA ENCINAS
SU ITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
(0.23%} (0.30%}
---
(0.28%} (0.62%)
OF CURB (0.27%}
!c::, c::, cs .,., .... "' ----
(0.46%}
0.84% -r EXIST. TOP
---------
0 "'
0 ....
APN
203-260-14
APN
203-250-06
2+00
2+00 +
0
NO
3
4
□ NO
5
6
7
R/W
2+50
LIMIT OF
WORK
APN
203-260-02
CENTERLINE DATA
DELTA/BRG. RADIUS LENGTH
N33'56'16"W 480.00'
N34"02'34"W 480.12'
CURBDATA
DELTA/BRG. RADIUS LENGTH
N33'56'16"W 250.01'
N33'58'22"W 165.50'
N33'56'16"W 55.92'
Jc:, ~ r EXIST. PVMT. 8 @ (£ ~ (Q50%}
------
Cf PROFILE
(TOP OF
6" CURB
~ c::,
'"' c::, ~ cs .,., .,.,
I .;. ...,
TOP OF CURB PROFILE -WEST SIDE
PROFILE: LINCOLN STREET
3+00
SCALE: HORIZ. 1 "=20'
VERT. 1 "=4'
SAWCU1 ,1
~--+-~ UNE ;,,
3+00
3+50
{0.70%}
c::, cs c::, .... ..,. !c::,
----
0.50%
. ' .. ·
SAWCUT
Q\ LINE
SAWCUT
LINE
.. .
f.._ <>:
" ->-'
"' 'G' ~~
~~ c::, cs i~
4+00
r
4+00 + ;,. -1;;;
ot ... ..
LIMIT OF
WORK
PLAN: LINCOLN STREET
SCALE: 1 "=20'
(1.00%}
IC:, c::, cs .,., .... ..,.
OF 6" CURB (0.64%} \
EXIST TOP
------
4+50
(1.00%)
( .,., .
to
)...
~ \!;!
Si2 <::!;
APN "-
203-260-11 ~
fJ!OEW//LI< UNDER !JR/JIN ~ )~
-r--
<X)
5+00
SAWCUT
UNE 5+00
.-..
c::, cs .,., !c::,
.... (1.30%} or, ----
5+50
<9
l04~G84f/ JJTtT ---+------""-='-----'-
0 ...,
R/W . . -~ --~;. ...
.. :. .. . ~
_.,. .t-'-C . ;,: .•
.. -a: _,.: •.
UMIT OF
WORK
co
0
N 2 ,,.,
"' .,; ...,
+ ,,.,
g
. ·,. .
. ; ..
-55
-50
-55
(0.10%}
-50
-55
-50
6+00
CONSTRUCTION NOTES
<J>CONSTRUCT 6" CURB & GUTTER -TYPE G PER G-2
4> CONSTRUCT CONCRETE DRIVEWAY PER G-14A
¢CONSTRUCT CONCRETE DRIVEWAY PER G-140
.q) CONSTRUCT 4 • SIDEWALK PER G-7
~ CONSTRUCT CURB RAMP PER G-27
~INSTALL 4" A~ II AB MIN.-SEE STREET NOTE 1
0 '2" GRIND & AC OVERLAY
~ REt.t ~VE FXIST. AG....(:VM T & REPLACE 'MTH
3•-~~ESTRIPE PVMT 'M7ERE REMOVED
<g;>REMOVE EXIST. CONCRETE SIDEWALK & REPLACE 'MTH 4•
SIDEWALK PER G-7
,qg:>REMOVE EXIST. AC PVMT & PCC CONCRETE PVMT. &
REPLACE 'MTH CONCRffi DRIVEWAY PER G-140
<ft,EXIST. WATER METER. ADJUST TO FINISHED GRADE
<f)> El<ISJ. WATER METER. ,4[).11/ST TO /:/NISH ;;;;;;;~ ~---~ <'.Q>EXIST. WOOD FENCE -PROTECT IN PLACE
<jpEXIST. TREES -PROTECT IN PLACE .----~---~--<19:>EXIST. TREE { IT 'E ~• 11111 PEI IP !IF" IEE: LI
~EXIST. TREE -~~~~~;,.-.r--' _,>--'
<1J>EXIST. CONCRETE PVMT. -GRIND EDGE TO MATCH NEW
SIDEWALK
~UTIUTY POLE -TO BE RELOCATED BY OTHERS
~UTIUTY POLE TO REMAIN -PROTECT IN PLACE
"®;,UTIUTY POLE TO REMAIN - 2 EXIST. VERTICAL CONDUITS
TO BE RELOCATED FROM EAST SIDE OF POLE & OUT OF
NEW SIDEWALK
~REMOVE & REPLACE FENCE BEHIND NEW SIDEWALK
~INSTALL SIDEWALK UNDERDRAIN PER D-27
& CONNECT TO EXIST PIPE
◊EXIST. UTIUTY STRUCTURE -PROTECT IN PLACE
R/W
-+----8\ 7+00
20' 10· O' 20' 40'
i---+----+-1 _ll_s_-f3-U,-1/L_r _______ -1--_.j__--1 _ __j_ _ _J I sH4EET I CITY OF CARLS BAD I sHSEETs I
TRAN SPORTATION DEPARTMENT
;;;M::;P;R;Ov\:;;E;M;;ENT;:;;;P;LAN:;:::;:;FO;R;::===::::::==:::::::::==::::==:'..'::====!
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING
IMPROVEMENTS, LANDSCAPING, FENCING, TREES,
BUSHES, MAILBOXES, UTIUTY POLES IN PLACE
UNLESS OTIHER'MSE INSTRUCTED IN TIHESE PLANS.
"AS
1L l~
RCE 1,92;7/ EXP.
R~WED BY:
(JAAcMI ~-,,~
IN?PECTOR
BUILT"
1,/11/,, I
t/-t..o-11
DATE
DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DATE OTHER APPROVAL
LINCOLN STREET
LINCOLN STREET & PINE AVENUE IMPROVEMENTS
ONRAD C. "SKIP" HAMMANN JR. ~;;z_ ~
PE 33069 EXPIRES 6 30 14 DATE
DWN BY: Ctl PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: 8.tl
CITY APPROVAL RVWD BY: Rtt 6002 474-4
55-
54-
53-
52-
51-
50-
49-
I /
I
10.26'
I_,..--GARAGE DOOR
I~ "' ..,: 1~
--{_29%) --
r--
tt
•
l>, •• b
c,.
.,., -d "' ~~~
c::i r-,.._ t--..
0) " "' +co ~ lO I.O
6 ..
l'--r-r-
4" AC/8"-/
CL II AB (MIN.)"'
/ I I I I I
-c-f~--i--/=-ii:._i i-f11-S~At.i-
r--I r--...__ ---
T
I
H--I
r-/
23.70'
16.83'
I
I
I ~
I
I
I
' _/ fl I I I
, 6%
I I
I I I , I I
60.54'
RW
I
,_ .....
-.../.__I
,_
0::
5.50'
13.41'
,_
0::
-----,,____
/
EXISnNG CONCRETE
DRIVEWAY
-(JS%L
~ --
JOIN NEW DRIVEWAY AT
EXISnNG CONCRETE JOINT
---
6" CONCRETE DRIVEWAY_/
PER G-140
--
--------------EXISnNG AC
DRIVEWA Y
2.0%
CURB & GUTTER & DEPRESSED
SIDEWALK !'!ER G-14D
DRIVEWAY PROFILE
STA 4+97.25~21.08' RT -LINCOLN STREET
SCALE: HORIZ. 1 "=5'
VERT. 1 "=2'
~v WGE OF ....:
_/ EXIST PVMT.
--.J. ,rt-,-/._
I •
I I I
MD Lv,n ~
'I " -~ G,-JJ 't>
-I I ,
0.5%
z..., .A ,,
4.
., ,
-+-..,
---
I
s
,_
0::
.
---------1.24,o . --'2.80
J J
I
I
I I j
c
-,t--/.-_ c11--;..::-1/-+=t,t
J,1 //, ___ / 11 --L
•
I J I
I
1
~ I ,/
I ..
,_ .....
,_
0::
I I
I
I
,_ .....
I ----I
------
PINE AVENUE CROSS GU'1'1El{DETAIL
1 o·
21.08'
9.00'
SCALE: 1"=10'
5' o·
CL
11.04'
(1.9%) --~ ~ EXISnNG AC
PAVEMENT
1 o· 20·
-55
-54
-53
-52
-51
-50
-49
"AS
1L !Ulrw-(
RCE 292J( EXP.
REVIEWED BY:
<:J .• , / _
lr,./SPECTOR
BUILT"
/I-Zo-11
DATE
I t-J.3-L3
DATE
l---+---+-1-,1\_ll_s _•l3_u_'IL_r _______ --+-----i---+-----i1---c-----1 J SH5EET J CITY OF CARLSBAD J sH5EETs J
TRAN SPORTATION DEPARTMENT
:::M:::P:::R=O:::VE::::M:::'EN,,.°:T::::P::::'LAN==:::FO::::R::::::=::::===::::::::::::::::::::::::==:=::::::::::==::'..'::==~
RONALD L. HOUowAY\
RCE 29271 EXP. 3/31/13 DETAIL SHEET
bl-tA,lnc. LINCOLN STREET & PINE AVENUE IMPROVEMENTS
land planning, cMI englne811ng, surveying
5115 AVENID A ENCINAS PE 33069 EXPIRES 6130/14 DA TE
SUITE "L"
CARLSBAD, CA. 92008-4387 DATE INITIAL
(76 0) 931-8700 ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: CH ~I __ PR-0-JE_C_T_N_o_. -~I DR4AW17-4NG-4NO. CHKD BY: RH 600'" RVWD BY: RH :£