HomeMy WebLinkAboutDWG 433-1; PD 05-09; STEWARD RESIDENCE ADAMS ST; 01-02GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE"10USLY 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 LIS/ED HEREON AS THEY MAY
PERTAIN 10 THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
RE"1SE 11-IESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGJNEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSffiUCTION. ALL PLAN REVISIONS SHALL
BE PROMP7l Y SUBMIT/ED 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
CERTIFICA 1E OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMIT/EE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE Pat.ICY MUST HAVE A RATING OF 'A" AND A SIZE-
CA/EGORY OF CLASS VAS ESTABLISHED BY 'BE~J~• KEY RATING 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 CONSffiUC/ED PRIOR TO THE DEADLINE DA 1E OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRIT/EN APPROVAL
OF THE CITY ENGINEER, NO/ED WITHIN THE REVISION BLOCK, ON THE
APPROPRJA 1E SHEET OF THE PLANS AND Till£ SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
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 S//E AT ALL TIMES DURING CONSffiUCTION.
11. WHERE ffiENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMIT/ED BY A PROFESSIONAL ENGINEER OF THE STA 1E OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMIT/ED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD 1ESTS. THE
WRIT/EN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIA 1EL Y SUBMIT/ED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD /ESTS.
12. A PRfCONSTRUCTION MffllNG SHAI L BE Hf/ o AT THE Sl1E PR/OR TO THE
BEGINNING OF WORK AND SHALL BE AT/ENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSffiUCTION, INSPECTION, SUPERVISION,. /ESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK(760-4JB-J891) AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING CONSffiUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSffiUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(7601 438:-3891. INSPECTION REQUESTS MUST BE RECEIVED PR/ORTO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAO£
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AF/ER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA /ER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONffiACTOR
SHALL DESIGN, CONSffiUCT AND MAINTAJN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA/E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONffiACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PRO/ECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH mENCH OR mENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL ffiENCHES 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 SYS/EM
STANDARDS ESTARI ISHED RY THE CONSTRUCTION SAFETY ORDERS Jill£ a
CALIFORNIA ADMIN/SffiA TIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGIS/ERED ENGINEER AT THE CONffiACTORS 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, OPERA DONS It'll CEASE IMMFDIA TEI Y: AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMIT/EE HAS RECEIVED WRIT/EN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUC/ED ON THE S//E OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF ffiUCKS,
EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A /ED
GRADING EQUIPMENT SHALL Bf LIM/ /ED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTH MOVING OR GRADING
OPERATIONS SHALL BE CONDUC/ED ON WEEKENDS OR HOLJDA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUN1ER.)
18. ALL OFF-S1/E HAUL ROU/ES SHALL BE SUBMIT/ED 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 smEETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE [XIS/ENCE AND LOCATION OF UTILITY smucTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. AT/ENT/ON IS CALLED TO THE POSSIBLE EXJS1ENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONffiACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PRO/ECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR smucTURES NOT SHOWN.
21. THE CONTRACTOR SHALL vf:RIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT S//E SUFFICIEN7l Y
AH[AD OF THE CONSffiUCTION TO PERMIT THE REVISIONS OF THE CONSffiUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONffiACTOR SHALL NOTIFY AFFEC/ED UTILITY COMPANIES (SEE BELOW} AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDJNA 1E WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&f
PACIFIC BELL
ADELPHIA CABLEVISION
CITY OF CARLSBAD(SffiEETS AND STORM DRAIN)
'CITY OF CARLSBAD(SEWER,WA/ER &-RECLAIMED WA/ER)
'SAN DIEGUITO WA /ER D/SffilCT
'LEUCADIA COUNTY WA/ER D/Sffi/CT
' VALLECITOS WA /ER D/Sffi/CT
'OLlvf:NHAIN WATER D/Sffi/CT
' BUENA SAN/TA TION DISffilCT
• AS APPROPRIA 1E
1-800-422-4133
(760) 438-6200
(760) 489-3441
[760)931-7000
(160~602-2720
[760 4J8-J367
(760 753-1145
(760i75J-0155 (760 744-0460
[760 753-6466
(760 565-5657
STREET NOTES
1. ACTUAL smuCTURAL SECTIONS WILL BE DE/ERMINED AF/ER "R" VALUE
/ESTS HA VE BEEN CONDUC/ED BY A PROFESSIONAL ENGINEER OF THE STA 1E
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R' VALUE /ESTS
AND THE ENGINEERED smuCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. smEET 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 smEET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUMINARIES SHALL BE ·cur orr· TYPE.
J. ALL UNDERGROUND UTILITIES AND LA /ERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRE/E PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVA1E 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 ASIM STANDARD 3034
FOR SOR J5 SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOvf:D
WITHIN TWENTY FEET OF BUILDING OR smEET AREAS AND REPLACED W/TH
PROPERLY COMPAC/ED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRE/E OR REMOvf:D AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Till£ 24,
CALIFORNIA ADMINISffiA TIVE CODE.
7. smEET mEES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
B. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE smEET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURvf:Y MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABLISHED, PERPETUA/ED, AND DOCUMEN1ED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPUR/ENANCES SHALL BE CONSffiUC/ED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WA 1ER DISTRICT'S SEWER SYS/EM -DESIGN
CRI/ERJA. STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD
SPECIF/CATIONS, MARCH 1993, AND THE STANDARD SPECIF/CATIONS FOR
PUBLIC WORKS CONSffiUCTION, LA /EST EDITION (GREEN BOOK).
2. THE CONffiACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSffi/AL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA 1E CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE D/Sffi/CT'S EXISTING SYS/EM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISffilCT'S ENGINEER AND SUPERIN/ENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONffiACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSffiUCTION.
(1ELEPHONE NO. [760} 4J8-J891)
CARLSBAD MUNICIPAL WATER DISTRICT
1. WA /ER MAIN AND APPUR/ENANCES SHALL BE CONSTRUC/ED INACCORDANCE
WITH THE CARLSBAD MUNICIPAL WA /ER D/Sffi/CT'S WA /ER SYS1EM DESIGN
GUIDE, SPECIFICATIONS AND STANDARD DRAWINGS, MAY 2003 OR AS AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF
INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATIONS BEFORE ANY
EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSmuc TIONS SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL Bf OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE
SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER
AND THE UTILITY OPERATION'S PUBLIC WORKS MANAGER.
4. A PRECONSffiUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF
SEVEN (7) DAYS BEFORE CONSffiUCTION BEGINS. CONTACT THE CITY OF
CARLSBAD ENGINEERING INSPECTION DEPARTMENT -/ELEPHONE No. (760)
4J8-J891, FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING
INSP[CTION 0£PAl?TI.IENT 48 HOUl?S Pl?IOR TO STARTING WOl?K SO THAT
INSPECTION MAY BE APPROVED -/ELEPHONE No. (760) 4J8-J891.
6. NO mEES OR smuCTURES SHALL BE ALLOWED IN THE WA /ER UN[ EASEMENT. ALL
EXISTING mEES AND smucTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT
OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRIT/EN PERMISSION FROM THE CITY
OF CARLSBAD DEPUTY ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PRO/EC/ED BY MEANS OF
CATHODIC PRO/ECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS /EST REPORT AND
DEMONSffiA 1ES THAT PRO/ECTION CAN BE PERFORMED IN ANOTHER MANNER, THE
DEPUTY ENGINEER WILL CONSIDER AN AL 1ERNA 1E FORM OF PRO/ECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA /ERJALS OF THE
FIRE LINE LOCA /ED BET\tfEN THE DE1ECTOR CHECK VAL VE AND BUILDING SHALL BE
DE/ERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL RECLAIMED WA /ER MAINS AND APPUR/ENANCES SHALL BE CONSffiUC/ED IN
ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE
CONSffiUCTION OF RECLAIMED WA /ER MAINS -CARLSBAD MUNICIPAL WA /ER DISffilCT."
OCTOBER 1993 OR AS AMENDED.
10. ALL POTABLE WA /ER AND RECYCLED WA /ER SERVICES SHALL BE 1• AND ALL ME/ERS
SHALL BE 5/8" (UNLESS OTHERWISE NO/ED ON PLANS).
11. ALL WATER ME/ER BOXES SHALL BE 1 i x JO' x 12" POLYMER CONCRE/E AS
MANUFACTURED BY ARMOCAST OR EQUAL.
12. MINIMUM SPACING BETWEEN POTABLE WA/ER LA/ERALS AND SEWER SERVICES SHALL
BE 10 FEET.
13. THE TOP OF WA /ER ME/ER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
14. CONSffiUCTION OF WA /ER MAINS AND RECYl.CED WA /ER MAINS SHALL ADHERE TO THE
"CRJ/ERIA FOR THE SEPERA TION OF WA /ER MAINS AND SANITARY SEWER' PUBLISHED
BY THE STA/E OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
PROPOSED EXIST.
R/W R/W
PAVEMENT TRANSJnON TO
EXISTING PAVEMENT SECTION.
30.00'
25.00'
I
-VARIES ~
12.00'
TRAmc
LANE
2/1 --
MIN. 4' MIN. A.C 01/ER 8' CLASS II A.B.
J0.00'
25.00'
-,w r 5.00'
BIKE
LANE
2X
~
<>:
"' ~ '-l
,-3' MIN
_,.. 5' R/w DEDICATION
..c--PER PLAN
ll
I)
/ PEDESTRIAN PRO/ECTl>f RAIL
--GUARDRAIL PER SDRSD I.I-JO
INSTALL AT BACK Of SIDEWALK.
\
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
Fat.LOWING DOCUMENTS, CURRENT AT THE TIME OF CONSffiUCTION, AS DIREC/ED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO.: N.A.
5.
6.
7.
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS REPORT AND RECOMMENDATIONS BY VJNJE AND MIDDLETON ENGINEERING INC.
DA /ED AUGUST 10 1998, AND UPDA /ED JUNE 14, 2006.
THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
( PER '/?' VALUE TEST, SEE STREET NOif 1, SHEET 1} U / CMU RETAINING WALL PER
If GRADING PLAN D >11, No.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS# 6-04-161
DA /ED JANUARY 12, 2006.
TYPICAL SECTION ADAMS STREET ~
STATION 34+72.12 TO 35 + 45.62
"DECLARATION OF RESPONSIBLE CHARGE"
J 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 CONSJS/ENT 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: SOWARDS &-BROWN ENGINEERING, INC.
ADDRESS: 2187 NEWCASllE A VENUE SUITE 103
CITY, STA1E: CARDIF[-flY-THE-SFA CAI/FORNIA 92007
1EL::: 3; ~6-8~
0
Br: ~-. Z;&rer -.. .... e
ANDY R. BROWN
R.C.E. NO.: 36190
REGISffiA TION EXP/RATION DA 1E: 6/J0/08
CJVJ_~
F CALI~
N. r.s
CITY OF OCEANSIDE
HIGHWAY 7B
CITY OF VISTA
VICINITY MAP
N.T.S
EARTHWORK QUANTITIES
cu~---~'o"--_cy
FILL: 110 CY
IMPORT: W CY
SHEET INDEX
1 TITLE, NOTES AND DETAILS
2 IMPROVEMENT PLAN
9. THE CARLSBAD MUNICIPAL WA /ER D/Sffi/CT'S STANDARDS AND SPECIF/CATIONS
FOR WA /ER, SEWER AND RECLAIMED WA /ER.
10. STORM WA /ER MANAGEMENT PLAN (S. W.M.P.) PREPARED BY SOWARDS &-BROWN ENG. INC.
DA /ED MARCH 27, 2006.
11. PEDESffilAN GUARDRAIL TO BE APPROVED BY THE CITY OF CARLSBAD.
DESCRIP'tfON
SUBDIVISION BOUNDARY
LOT LJNE
SAflCUT
DA YLJGHT
LOT NUMBER
EX/SllNG CONTOURS
PROPOSED CONTOURS
EX/SllNG EDGE OF PAVEMENT
ASPHALT PAVEMENT SECTION · ?
6" CONCRElf CURB
6" CONCRElf CURB ,t GUTrfR
CONCRETE SIDEWALK
CMU RETAINING WALL
CONCRElf RESIDENTIAL ORJI/EWA Y
LEGEND
DWG.NO.
PfR PLAN
TYPE G-1
TYPE 'G' G-2
G-7
BY SEPARA If P[RMIT
G 14-C
SYMBOL
LOT 5
---so,---
--.ffi]-
__ L_ .. __ J._
r 1
;1:· t • : t'i
QUANTITY
2706 SF
55 LF
74 LF
J70 SF
SF
160 SF
NEW 1• WATER SERVICE w/ 5/8" RES. MEIDi
{LAlfRAL) -II'--ll'--0 1 EA
RELOCA If EX/SllNG POOCR POLE
TO SDGM SPECIF/CA 1/0N.
GUARDRAIL
42" HIGH PEDESTRIAN
PROlfCT/1/E RAIL
PfR PLAN
PER SORSD M-JO
PER SORSD 1.1-24
Ill,/
1 EA
102 LF
125 LF
SOURCE.OF TOPOGRAPHY ~· 3 RETAINING WALLS NOTES AND STANDARD DETAILS
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA /ED BY AERIAL
METHODS FROM INFORMATION GATHERED BY
SOWARDS &-BROWN ENGINEERING, FEBRUARY 3, 2004
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCA /ED WITHIN ASSESSORS PARCEL NUMBER(S)
206-200-05
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N J54 E __ __,1oc65~5=---------
BENCH MARK
DESCRIPTION: CHISELED CROSS ON HEADWALL LOCATED AT THE
SOUTH WEST CORNER OF INTERSECTIONS OF
LOCATION: PARK DRIVE AND HILLS/Of DRIVE.
RECORDED: CITY OF CARLSBAD
ELEVATION: ~7~8=.5=1=2~ ______ DA TUM: USC&:GS
JQB NO. 04-009 .... , . 9.14.06
SOWARDS & BROWN ENGINEERING C
CONSULTING ENGINEERS
2187 NEWCASTLE AVENUE SUITE 103
CARDIFF BY THE SEA, CA., 92007
TEL 760/4:l6-B5ClD FAX 76tl/436·U6Cl3
4 IMPROVEMENT / GRADING PLAN
5 RETAINING WALLS DETAILS
It\
CITY OF CARLSBAD FIRE DEPARTMENT _ "AS BUILT"
REQUIREMENTS ;~ .. a~ s( 4~o2 NO. OF F.H.(S)_F.FLOW __ -· G.P.M. OUT OF_F,H.(S). .
BLDG. SPRINKLED YES/NO ... F.FLOW __ G.P.M. I
EXP. t'd'!i()/tt:J I
P.E.'.3o,('}O DATE CARLSBAD MUNICIPAL WATER DISTRICT •
R/k-r.:4 FIRE MARSH AL DATE s/1/3 ROBERT J. WOJICK DATE _.,,. ~,.
DISTRICT ENGINEER R.C.E. 33698 ' INSPECTOR DATE
I SiEET I CITY OF CARLSBAD I SH2TS I
ENGINEERING DEPARTMENT
PUBLlC IMPROVEMENT PLANS FOR:
ADAMS STREET
APN: 206-200-05
STA. 34+52.62 TO 36+01.04
APPR01fJONRJ.D C. HAMMANN · -------- -------9/z 1/01 'J'fi ~,.,, 11.ct rJ~a1 t-.:, ¥•fat
CITY ENGINEER PE 33069 EXPIRES 6 /30 IOB DATE
IT\ AS-BIJILT DWN BY:
I
PROJECT NO. I DRAWING NO. DATE !N!TIAL DATE INITIAL DATE INITIAL CHKD BY: ~~
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD 05-09 433-1
----+-
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NOTE:
CMU RHAINING WALL CONSTRUCllON Ill/HIN /Hf PUBUC
RIGHr-Of-WAY REQUIRES A SfPARATf [NCROACHMfNr
PERMtr FROM /HE Cl rY Of CARLSBAD.
NOTE:
PAVEME/ff S[CllON IN TRANSJnON AREAS TO MATCH TYPICAL
PAVEMENr SfCllON FOR ADAMS STREU srAnON 34-1-72.12 TO
35+46.62. PROVIDE SMOOIH TRANS/llON TO EXtnNG PAVEMfNr.
NOTE:
CONTRACWR I OWNER TO CONrAcr SDG&f PRIOR ro BEGINNING
IIORK IN SDG&E EASEMENT, AND COORDINA Tf f/ELOCA noN Of
EXISllNG POWfR POlf f\1/HIN ADAMS STREU RIGHr-Of-WAY.
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'
"' " 5' DEDICATION TO /HE CITY OF CARLSBAD ,, :g ~-
FOR RIGHT OF WAY PURPOSES. f,< 0-!:.-1 i '1 ~ ~ =-"'-,,,-_-,,.,.'---_ -+-V-
DOC. No. ·.J"'io-01~'!.,;p RECORD DA Tf: otr-..U,.l~~ _. . ,= !--~ . . ' . "',,. ~~ :li:t.
BENCH MARK
DESCRIPTION:
LOCATION:
c; BE · 11 ,·n AINING wA /ern i::: oi ~ ,toi .,, i; er y OF CARLSBAD GRADING PLAN i:::_9!i
433-IA. rw 4.9_ ew 410
J-\PN: 2JFS~2oo~o!J
/'/
EXISTING EASEMENT FOR PUBLIC UTILITIES
RIGHT TO INSTALL ANCHORS AND INCIDENTAL
PURPOSES, RECORDED DECEMBER 13, 1950
IN BOOK 3896 PG. 334 OF OFFICIAL RECORDS.
GRAN TfD TO SDG&E
CHISELED CROSS ON HEADWALL fJ
CORNER Of INTERSfCllON Of PARK DRIVE AND
HILLSIDE DRIVE IN /HE C/rY Of CARLSBAD
RECORDED: -----~---------~~~ ELEVATION: ---~'_.,8~.5~12~' _____ DA TUM: _ _.,U.,.SC.__..._&__.G,._,.S.,___
1 m,,----
---•-·---~-~,' •-•·--'-:;-" .:..:::-_::-.."7-r:;·~•~•·,c•a-~~:; =~c'----",:<D SIDEWALK
---IC-
206-200-05
x
..:...,....
)(:
t. I.
ONSITf IMPROVEMENTS PER CITY OF CARLSBAD
GRADING PLAN 433-/A FOR STEWARD CUSTOM HOME.
JOB NO. 04-009 9.14. 06
s
SOWARDS & BROWN ENGINEERING
CONSUL TING ENGINEERS
2187 NEWCASTLE AVENUE SUITE 103
CARDIFF BY THE S~ CA.. 92007
TEL. 760/436-8500 FAX 760/436-8603 ~ I SP
SCALE: 1"=10'
o 5 10 20 JO 40
//-x✓--//.-------?-//-X//-'" ,;
1---S
x ✓/--// // ->(---/I -;:i 36+00
"'
I CURB DATA TABLE I
135-1-50
----------------
<• :i'> -BEGIN RUAIN/NG WALL PER CITY OF TW 46.5
~<:, ~ . <, CARLSBAD GRADING PLAN _4.13-IA. -t, BW 44.2
~<fl~'!-.Tw 539 aw soa . . 'ft"'
?,~-' 5' DEDICATION TO /HE CITY OF C~RLSBAQ,
FOR RIGHT OF WAY PURP0Sf5: f '1..05-1 g
DOC. No .. -Jot.l.-Ol'!,.0$.~Q RECORD DA Tf: o<..r . .JS.).<:)<:)~
--, ~ .
APN, 2os~2-oo~os ,,. __ . -
I ,f,
CURB BEARING LENGIH DESCRIPllON
No.
[I] N86"04'59"W lJ.50' SORSO C-2 CURB AND currrR
[I] N86"43'13"E 55.40' 6" BERM TYPf "A" PER SDRSO G-5
QJ N63'35'59"W 21.61' 6" BERM TYPE "A• PER SDRSO G-5
1----1----1--------------+---+--t---t---11 SH2EET I CITY OF CARLSBAD I SH2EETS I
~=:::::::'---'==:::::::E::N::::Gl::N::::EE:::R:"IN=:G==:'D::::E::P::AR=:T::M::E:::N:::T===--'==::::::::::~
DATE
!'/1/09
DATE
AS·8UILT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
OlHER APPROVAL
DATE INITIAL
CITY APPRO\/AL
IMPROVEMENT PLANS FOR:
ADAMS STREET
APN: 206-200-05
STA. 34+52.62 TO 36+01.04
APPROVED CONRAD C. HAMMANN
~Y, Q, 1-P',f""_l..._ _____ ~~-
CITY ENGINEER PE 33069 EXPIRES 6 30 08
OWN BY: _,._,__,_ PROJECT N~ ~~ W PD 05-09
DRAWING NO.
433-1
051909