HomeMy WebLinkAboutDWG 483-5; MS 11-02; SOHAEI MINOR SUBDIVISION; 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 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.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE 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 ADDITIONAL 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 HAVE A RA TING OF "A-" OR BETTER
ANO A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GU/OE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO 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 ANO Till£ SHEET.
8. ORIGINAL ORA WINGS 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 ANO 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 ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY 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(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRfCONSTRUCTION MFFTING SHAii BF HFID AT THF S/If PRIOR TO THF
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 CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 4J8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THF DAY BFFORF THF IN$PFCTION 1$ NFFDFD 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 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,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR 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 SLOPE 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 INST ALLA T/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5J OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCA VAT/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS FSTABI ISffED BY THF CONsm11cT10N SAFETY ORDFRS TIT/ f 8
CALIFORNIA AOMINISTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCA VAT/ON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, op[RA TIONS Wll I CFASF JMMFDIA ill l'. ANO 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 OPERA T/ON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT' SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO
6: 00 PM EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIOA YS 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 OPERA T/ON.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM ANO BLASTING PERMIT.
20. THE EXISTENCE AND LOCA T/ON OF UTILITY STRUCTURES ANO FACILITIES SHOWN
ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLEO 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 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 SITE SUFF/CIENll Y
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 STARTING CONSTRUCilON NEAR THEIR
FACILITIES ANO SHALL COORO/NA TE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SOG&E
PACIFIC BELL
TIME WARNER CABLE
COX COMMUN/CA T/ONS
CITY OF CARLSBAD(STREETS ANO STORM DRAIN)
"CITY OF CARLSBAO(SEWER, WATER & RECLAIMED WATER)
'SAN 0/EGUITO WATER DISTRICT
*LEUCADIA WASTEWATER DISTRICT
'VALLECITOS WATER DISTRICT
*OUVENHAIN WATER DISTRICT
*BUENA SAN/TA TION DISTRICT • AS APPROPRIATE
:<:\Land Proje(iS 3\452-1214-600\dWg\lP\452-1214-IP 01.dwg, Caver 01, 3/24/2015 3:19:20 PM
(800)422-41JJ
( 800)660-7 J4J
(800)892-012J
(760)4J8-7741
(760)806-9809
(760)4J4-2980
(760)438-2722
(760)6JJ-2650
(760)753-0155
(760)744-0460
(760l75J-6466
(760)726-1J40
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, PR/NC/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 TWO (2)
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 FOUNOA TIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. 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 ANO REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED 0BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Till£ 24,
CALIFORNIA ADMINISTRATIVE CODE.
6.' STREET TREES SHALL BE INSTALLED PER SECTION IV O.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SORS OWG 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 (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1-
GENERAL DESIGN STANDARDS, CHAPTER 6-0ES/GN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, ANO VOLUME 3 -STANDARD DRAWINGS ANO NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER ANO 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 CONSTRUCT/ON.
(TELEPHONE NO. [760] 438-J891) ••• "
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST
EDITION) VOLUMES 2 & J.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCT/ON SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.O.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.0. OFFICE ANO MUST
BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A ?RECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION, TELEPHONE N0.(760) 4J8-3891 FOR SCHEDULING.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROV/OED -TELEPHONE NO. (760)4J8-J891.
6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION. •
8. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BU/LO/NG
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE •WATER ANO RECYCLED WATER SERVICES SHALL BE 1• ANO ALL
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS).
10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12• POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL
BE 10 FEET.
12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
1 J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE 'CERTAINTEED "VINYL-IRON" H.D. FOR
C900.
"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 670J OF THE BUSINESS AND PROFESSIONS CODE, ANO 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 AVEN/DA ENCINAS, SUITE L
Cl TY, ST.: ___ C-,,A-"'R"'LS,,,8"-A,,,_D,'--"'CA'-'-'L,..IF_.,O ... RN ... /A._._ __ _
TELEPHONE: , _ ___,7..,.6_.._0-_,9'-"J-'-1---=B::..7.ecOO:...._ ____ _
BY: LIU/,,,,,, RONALD L. HOLLOWAY DA TE: --~3,_-..<!1,/_-..,__/ ).,__ __
R.C.E. N0.: __ .,,_2,c,92"-7-'--1 ________ _
REGISTRATION EXP/RATION DA TE: ---"'3-'J"-'1---'-'17:....__
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING ANO STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA SITE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO /NSTALLA TION.
4. ANY DEV/AT/ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL 8£
RESTORED TO A "LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO /NSTALLA TION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPll Y REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL 8£ THE LA TEST VERSION OFTHE CAL TRANS METRIC
STENCILS.
10. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 200J REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL 8£ STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVIS/ON1, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORA TEO STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS A TTACHEO TO A POLE, IT SHALL 8£ MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN ANO OM1-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL 8£ 18"X24" AND THE OM1-J
OBJECT MARKER SHALL 8£ 12"X12"
i
OWNER
FRANK SOHAEI & LOR/GENE SOHAEI
TRUSTEES OF THE FARLOR FAMILY TRUST
DATED: NOVEMBER 10, 1997
2359 PIO PICO DRIVE
CARLSBAD, CA. 92008
INDEX OF SHEETS
1 TITLE SHEET/NOTES
2 PLAN AND PROFILE.· "ESMAT WA y" (PR/VA TE) UTiLITY DESIGN
3 PLAN AND PROFILE: "ESMA T WA y" (PR/VA TE) STREET DESIGN
REFERENCE DRAWINGS
DWG. NO. 129-4
148-7
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COOROINA TE SYSTEM, NAO BJ (CCSBJ) [EPOCH 1991.J5}. ZONE 6, AS
DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL
STATIONS 122 AND 1J9 BEING A GRID BEARING OF N 4517'2J"W AS
DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 17271
(CITY OF CARLSBAD SURVEY CONTROL), FILED ON FEBRUARY 08, 2002 AS
FILE NUMBER 2002-0112862 IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIFI D
SURVEY METHODS FROM INFORMA T/ON GA THEREO ON JUNE 24
2Q_JQ_ BY BHA. INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
' PROJECT LOCATION
THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
156-351-06 ,
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 2008000 E 6226000
BENCH MARK
DESCRIPTION: PT. #139, 2.25" BRASS DOT DISK, STAMPED 5-50.7 1989
LOCA T/ON: IN SOUTHERLY SIDEWALK NEAR THE EASTERLY ENO OF THE
LAS FLORES BRIDGE OVER INTERSTATE 5
RECORDED: R.O.S. 17271, FEBRUARY 8, 2002
ELEVA T/ON: 82.221' DA TUM: NGVD 29
VICINITY
CITY OF OCEANSIDE
MAP
, _/ i/
NOT TO ;;: V\ SCALE
~ r9
CITY OF _VISTA
ROAn -1---
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.
1.
2.
J.
4.
5.
6.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD ENGINEERING STANDARDS
THIS SET OF PLANS
RESOLUTION NO. __ ~N/,~A __ DATED _______ _
THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
SOILS REPORT AND RECOMMENDA T/ONS BY GEO SOILS. INC W.O. 6649-A-SC
_____ DATED 12-16-14 AND ____ _
~ 0~ 7.
'<' CITY OF
DATED
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
~o~O ~ SAN MARCOS 8.
,t-, 9.
,._.,.
t 10. c.;
0 d" ,,
11. of
L,--... ~-,-<\
L\_ -
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED NIA
STORM WATER POLLUTION PREVENTION PLAN "TIER 2" PREPARED BY BHA. INC
DATED J-ZIP-15 ·sw 14-214"
STORM WATER MANAGEMENT PLAN PREPARED BY ____ B_H_A~, _IN_C ___ _
DATED J-2fr15 . "SWMP 14-11"
CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MAtJUAL.
CITY OF ENCINITAS , LEGEND
\
5
SITE l
• YOURELL ~
~LL__~-
\
~ '"'b_f_OR-ES-T-A'vf.. __ _
0 0 a: "" u
Ill~ ~
"" lliS FLORES DR.
~~ST. RRE HYDRANT
CARLSBAD
VICINITY MAP
NTS
DESCRIPTION
PROPERTY LINE
PROPOSED SLOPES (2: 1 MAX}
6" PCC CURB
CURB AND GUTTER
TYPE "A• AC CURB
4" AC/12" AB/12" COMP NAT/VE
7.5" STAMP PCC/12" COMP NATIVE
EXISTING ASPHALT
RESIDENT/AL PCC DRIVEWAY
DWG.NO.
SDRSD G-1
SDRSD G-2
SDRSD G-5
SYMBOL
y y
r· --- ----- ---------1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _____ _, __________ "'
. . . . . . . . . . . . . . . . . . .
1:::::::::~
< f , >· ., < I
\ i;j···: :·::-b,
PCC ALLEY ENTRANCE
"STOP" SIGN
Gs-20 (MODIFIED) rr::?, · :l->l· >--,
"NO OUTLET" SIGN
DOUBLE STREET NAME SIGN
6" PVC PERFORATED STORM DRAIN
6" PVC STORM DRAIN
3" PVC FORCE MAIN LINE
R 1-1
W 14-2
OS -13
6" GRAVITY SEWER LINE 5-5
PRIVATE SANITARY SEWER MANHOLE 5-1
4" SANITARY SEWER LATERAL 5-7
3" PVC SEWER FORCE MAIN LATERAL
BACKFLOW PREVENTION
WATER SERVICE LATERAL/METER CMWD W-3A
WITH FIRE SPRINKLER
8" PUBLIC WATER LINE CMWD W-2
PUBLIC FIRE HYDRANT CMWD W-12
PROPOSED EASEMENT
EXISTING EASEMENT (PLOTTABLE}
EXISTING CONTOURS
FINISHED GROUND CONTOURS
ST. LIGHT (PVT.}
METERBOX
TRENCH REINFORCING PER GS-26, 27 & 28
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QUANTITY
303 LF
305 LF
94 LF
6,825 SF
1,153 SF
1,180 SF
775 SF
1 EA
1 EA
1 EA
62 LF
309 LF
131-LF
137 LF
2 EA
3 EA
3 EA
3 EA
3 EA
J26 LF
1 EA
1 EA (
45 SF
CITY OF CARLSBAD FIRE DEPARTMENT
REQUIREMENTS
"AS BU I LT"
b~A,lnc.
land planning, civil engineering, suiveylng
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
NO. OF F.H.(S)_l_F,FLOW 1500 G.P.M. OUT OF_l_F.H.(S).
BLOG. SPRINKLED @'NO ... F.FLOW UNK G.P.M.
Mg M1s~f ~~ ·. ~f i 015
JJ.-04-17
DATE
REVIEWED BY: /
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li'\SP~CTOI t¢t/!=r ATE
~ :CITY OF CARLSBAD I SHEETS I
l---t---+----------------1---t----t----t---t l___1J ENGINEERING DEPARTMENT 3
l----f--+----------------J---+--1---+---t
12-04-n !l-\-1 11, AS· 8UV f PLA/'JS
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
IMPROVEMENT PLANS FOR:
SOHAEI MJNOR SUBDIVISION ..
}
TITLE SHEET
APPROVED: /J f.l.~, V'1'JAJ ~ -
CITY ENGINEER PE 63912 EXPIRES 9/30/16
OWN BY:-~-
OATE INITIAL DATE INITIAL CHKD BY: ,]l
OTHER APPROVAL CITY APPROVAL RVWD BY:
PROJECT NO.
MS 11-02
...
JASON S. GELDERT LJ,10,Jr;
DATE
DRAWING NO.
DWG 483-5
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EASEMENT FOR PIPELINES, RESERVED TO SOUTH COAST LAND
COMPANY, IN DEED RECORDED: MARCH 21, 1929, IN BOOK
1601, PAGE 263 OF DEEDS. (NON-PLOTABLE)
8.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES TO SAN
0/EGO GAS & ELECTRIC CO., RECORDED JUNE 6, 1966 AS
INSTRUMENT # 92949 OF O.R.
10.00 FOOT WIDE EASEMENT FOR PUBLIC STREET & PUBLIC
UTILITY, TO THE CITY OF CARLSBAD, RECORDED: JANUARY 9,
2006, AS INSTRUMENT# 2006-0014589 OF O.R.
34.00 FOOT PUBLIC GENERAL UTILITY EASEMENT (GUE) FOR
7HE BENEFIT OF PARCELS 1 THROUGH 4 PER RECORDED
PARCEL MAP FOR 7HIS DEVELOPMENT.
--+-+--1----,~+--+-II
5+00 -v V 4+00-V V y 3+00
IND/ IIPT STATIONS TO BE USED ON PARCELS 1 THRU 3 UNTIL THE FUTURE GRAVITY SEWER LINE ,u
THE ADJACENT PROPOS<u --" IS OPERATIONAL AND AS SHOWN AS A PUBLIC SE"'"0 " vn DWG NO. 483 4
AND CT 12 01.
PER THE CITY OF CARLSBAD UTIIIT\'-....... ,NT, THE INDIVIDUAL LIFT STATIONS vn , ~ 1 THRU 3 SHALL BE PERMITTED
WITH THE BUl1 -.. ·-.. ,v AND WILL TIE INTO FORCE MAIN LATERALS AS SHOWN ON THESE IMPRO 11 , •
D
0 BEARING/DELTA
1 N 89'25'03" W
Q BEARING/DELTA
,0
"' I
CENTERUNE DATA
RADIUS LENGTH
344.91'
WATERUNE DATA
RADIUS LENGTH
REMARKS
REMARKS
1 N 89'25'03" W 333.23' 8" DRIB PVC ~~~=----==-=:::::::::=::'.::;:: _;:::::=:;:;;~::::::::::~-:::::::=:::~-:::=:::::;_::::::~::,::.-.....
✓ -SEWER DATA DATA
0 BEARING/DELTA RADIUS LENGTH REMARKS
1* N 89'25'03'' W 124.42' 6" PVC SDR35
311.77'
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t,i3fAIYt'E lrEPHESEMB CENfER OF lMNH0LE T8 6£,VFER er l,M1\1fl01=£.
20 10 0 20
SCALE: 1" = 20'
40 60
REMOVE EXISTING 14" ACP
WA TERL/NE TO EXISTING
JOINTS.({)
ACP /PVC WATER CONNECTION DETAIL
(NTS)
2+00
PROFILE SCALES
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 4'
34' (ESMAT WAY-PRIVATE/GUE)
3.5' 1.5'
F0 BE ,~BAN9&''E8 'Ill R 1 6FM ~H'/ It
5£1',[R BEe:1WA1'U8LE ~
6" GRAVITY
SEWER MAIN
24'
11'
10' MIN
SECTION A-A
(PER DWG 483-5)
8" PVC
WATER LINE
ESMAT WAY-PRIVATE DRIVEWAY
(T.I. = 6.5)
(NTS)
34' (ESMAT WAY-PRIVATE/GUE)
3.5' 1.5' 24' 4.5'
12' 12'
5' J--__,.,r X ...._4•
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TURNAROUND '
6" CURB ONLY
(G-1)
4" AC/6" AB/12" COMP NATIVE FINAL STRUCTURAL
SECTION TO BE DETERMINED BY R-VALUE TEST,
SEE STREET NOTES 1 ON SHEET ONE.
0.5'
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IQ BE ABAI/QQ•,'fB ~,HI/ GR.•,'.HY SECTION TO BE DETERMINED BY R-VALUE TEST,
SEWER EJEeB,',/£s;'A,'b'fitE ~O 10 , Ml)N () B" PVtEE STREET NOTES 1 ON SHEET ONE.
WATER LINE
6" GRAVITY___,/
SEWER MAIN SECTION B-B
(PER DWG 483-5)
ESMAT WAY-PRIVATE DRIVEWAY
(T.1. = 6.5)
1+00 (NTS)
-
40' WIDE PIO PICO DRIVE (PUBLIC)
10.0· WIDE I 20' 20'
.
bl-tA,lnc.
land planning. civil en1Jneei1ng, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
PIO PICO DRIVE
(PUBLIC ROAD)
{NTS)
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"AS BU IL T"
'1,,___~
P.E. 2'f2.7/ EXP. 3-3/·f'f DATE
lz/l~/17=
DATE ,
~ 1 CITY OF CARLSBAD I SHEETS I r---r----+-----------------,r---+--+---+----1 ~ ENGINEERING DEPARTMENT 3
J---J----+------------------,J---+---+---+----1
IMPROVEMENT PLANS FOR:
SOHAEI MINOR SUBDIVISION
PLAN AND PROFILE
APPROVED: / I j I
11: .. -j J, I.JU
JASON S. GELDERT Lf,J0·/5
CITY ENGINEERIPE 63912 EXPIRES 9/30/1, DATE
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PARCEL 1
D
K:\Land Projects 3\452-1214·600\dwg\lP\452-1214-IP 03.dwg, Sheet 3, 3/24[,!015 3:21:25 PM
l I i I I I i I i I I i I I i I I I ! I I I i I I
4+00
CONTRACTOR NOTE
CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF
ALL EXISTING UT/UT/ES BEFORE COMMENCING WORK.
CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER
EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE
PLANS,
3+00 2+00 8+00 9+00 10+00
PLAN: ''ESMAT WAY''
20 10 0 20 40 60
SCALE: 1" = 20'
___ /
Q BEARING/DELTA
1 N 89'25'03" W
□ BEARING/DELTA
1 89'36'21"
2 N 89'25'03" W
3 90'00'00"
4 N 0·34'57" [
5 N 89'25'03" W
6 N 0'34 '57" E
7 90·00·00"
8 N 89'25'03" W
9 N 0'34'57" E
10 N 89'25'03" W
11 89'03'39"
bJ.iA,lnc.
land planning, civil englnoorlng, surveying
5115 AVENIDA ENCINAS
SUITE "L''
CARLSBAD, CA. 92008-4387
(760) 931-8700
CENTERUNE DATA
RADIUS LENGTH REMARKS
344.91'
CURB DATA
RADIUS LENGTH REMARKS
20.00' 31.28' 6" TIPE G-1 CURB
225.51 ' 6" TIP[ G-1 CURB
28.00' 43.98' 6" TIP[ G-1 CURB
7.oo' 6" TIP[ G-1 CURB
16.00' 6" TIPE G-1 CURB
7.00' 6" TIP[ G-1 CURB
28.00' 43.98' 6" TIP[ G-1 CURB
7.00' 6" TIP[ G-1 CURB
24.00' 6" TIP[ G-1 CURB
304.62' 6" TIP[ G-2 C&G
20.00' 31.09' 6" TIP[ G-1 CURB
"AS BU I LT"
-r,,___ l~ 12·C>f·l1
P.E. 2.'IJ..7/ EXP. 3• 3/· /'f DATE
REVIEWED BY:
<1., 'c1AJ f... 1z/1tlt1
l~S ECTOR • ' . DA TE
t----+--+-------------+--+---+-----+t------11 SH3EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 3 ;::::::='-=::::::::::::::::::::::::::=::::::::::::::::::::::::::::::::::::::::::::==--=:::::::=:==:;
DA TE INlllAL DA TE INlllAL DA TE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
SOHAEI MINOR SUBDIVISION
PLAN AND PROFILE
APPROVED/ d, JASON S. GELDERT /., .. , , '/,/0'/5
CITY ENGINEER PE 63912 EXPIRES 9/30/1'-' DATE
OWN BY:
CHKD BY,J.-=:,Z:~_
RVWD BY:
PROJECT NO.
MS 11-02
I DRAWING NO.
DWG 483-5
I i
□ i
2
(j)
2
C s:
OJ m JJ
□ I
2
(j)
2
C s:
OJ m
JJ