HomeMy WebLinkAboutDWG 410-6; MS 01-04; LYNN MINOR SUBDIVISION; 01-04j
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GENERAL NOTES:
/, THIS R.AN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVEO BY THE CITY Of CARLSBAO REGARDING
IMPROVE11£NTS SHOWN ON THIS SET Of PLANS.
2. APPROVAL Of THIS 00£S NOT L£SSON OR WA/Vic ANY PORTION Of TH£ CARLSBAD MUNICIPAL CODE,
RESOLUTION Of CONDITIONAL APPROVAL, CITY STANOAROS OR OTHER AOOITIONAL DOCUMENTS LISTED
H£REON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHAU REVISE
THESE R.ANS WHEN NON-CONFORMANCE IS OISCOVEREO.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY
FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVEREO DURING CONSTRUCT/ON. ALL PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4, A RIGHT-oF-WAY PERMIT FROM THE CITY ENGINEEff WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC
RIGHT-Of-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE
CITY Of CARLSBAD AS AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF
$1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURAI/CE COMPANY WRITING THE POLICY MUST
HAVE A RATING Of ';4' AND THE SIZE CATEGORY Of a.ASS VAS ESTABLISHEO BY 'BESTS' l(EY RATING
GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN OBT~INED Fff0/1 THE CITY AND OTHER
APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQU/REO IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED
PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT.
l. NO REVISIONS WILL BE MAOE TO THESE PLANS WITHOUT THE WRITTEN ;IPPROVAL OF THE CITY ENGINEER,
NOTED WITHIN THE REVISION BLOCK, ON APPROPRIATE SHEET Of THE PLANS AND TITLE SHEET,
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY
ENGINEER.
9. THE ORIGINAL DRAWINGS 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 Tl!E PROJECT SITE AT ALL
TIMES DURING CONSTRUCT/ON.
1/, WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISEO OF: (A) SUMMARY SHEET,
(8) 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 FIELJJ COMPACTION REPORT(S) SHAU BE
IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
Ii!. A ?RECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING Of WORK AND SHALL
BE ATTENOED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION. SUPERVISION,
TESTING AND ALL OTHER ASPECTS OF THE WOR,j', THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH
THE PER11IT CLERK(l60) 602-2740 AT LEAST FIVE (5) WORKING OAYS PRIOR TO STARTING CONSTRUCTION.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDll/NG.
/J, ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE
ENGINEER/NG Z4-HOUR INSPECTION REQUEST LINE AT (160) 4J8-J89/. INSPECTION REG/JESTS_MUST BE
RECEIVED PRIOR TO i!:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORKDAY UIILESS YOU REG/JEST OTHERWISE. REG/JESTS MADE AFTER i!:00 P.M. WILL BE SCHEDULED
FOR TWO FULL DA YS LATER.
/4. THE OWNEff ANOIOR Al'f!.ICANT THROUGH Tl!E DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT
AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TD ALL LOCAL, STA TE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
/5, THE CONTRACTOR SHALL CONFOR/1 TO LABOR CODE SECTION 6105 BY SUBMITTING A DETAIL PLAN TO THE
CirY ENGINEER ANo/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR
OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES Off DURING THE PIPE /NSTALLA TION 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 SI/ORIN§.
SYSTEM STl<NDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA
_AIJ/1/NISTRA TIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS
EXPENSE. A COfY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VAT/ON.
16. IF ANY ARCHEOLOGICALIPALEONTOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING
CONSTRUCTION. OPERATIONS WILL_ CE_ASE IMMEDIATELY, AND THE PERMITTE WIU NOTIFY THE CITY ENGINEER,
OPERATIONS WILL NOT RESTART UNTIL THE PEIIMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
/1, ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR,
ARRIVAL, DEPARTURE OR OPERATION Of TRUCKS, EARTHMOVING EQU/Pl1ENT, CONSTRUCTION EQUIPMENT AND
ANY OTHER ASSOCIATED GRADING EQUll'MENT SHALL BE LIMITED TO THE PER/00 BETWEEN 1:00 A.M. AND
SUNSET EACH DAY, MONDAY THROUGH fRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE
CON/JUCTED ON WEEl(ENDS OR HOI..IDA YS. (A LIST CF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING
DEPARTMENT COUNTER.}
/8. ALL OFF-SITE HAUL RO()_TES 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
RESIA. T OF THE GRADING OPERATION.
/9, NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM.
ZO. THE EXISTENCE AND LOCA T/ON OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCT/ON
R.ANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE
EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFtRtNT Fl?OH
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.
Z/. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER
GROI/ND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAO OF THE CONSTRUCTION TO PERMIT THE REVISION
Of THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE
PROPOSED WORK,
Zi!. THE CONTRACTOR SHAU NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST Z FULL WORKING
DAYS PRIOR TO CONSTRUCT/ON NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG8E
PACIFIC BELt
ADELPHIA CABLE COMMUN/CA T/ONS
Cox COMMUN/CATIONS
CITY Of CAlllSBAD
(STREET AND STORM DRAIN)
'CITY Of CARLSBAD (StwER, WATER, RECLAIMED WATER)
'SAN DIEGU/TO WATER DISTRICT
'LEUCADIA COI/NTY WATER DISTRICT
'VAUECITOS WATEff DISTRICT
'OLIVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
* AS APPROPRIATE
(800) 422-4/JJ
(800) 660-7J4J
(800) 89Z-OIZJ
(760) 438-7141
(760) 806-9809
(760) 4J4-Z980
(760) 4J8-Z7ZZ
(760) 6JJ-Z650
(760) 75J-0/55
(760) 744-0460
(760) 75J-6466
(760) 7Z6-/J40
STREET NOTES:
/. ACTUAL STRUCTURAL SECTIONS WILL BE OETERMINED AFTER 'R' VALUE TESTS HA VE BEEN CONDUCTED BY A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APft/ED SOIL M£CHANICS, ON THE PREPARED BASEMENT SOIL. THE "R' VALUE TESTS AND THE ENGINEERED
STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A
MINIMUM OF TWO (Z} CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SI/OWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE
POINTS AND HANO-ROLES SHALL BE SHOWN ON THE 'AS-BUILT' Pi.ANS. NO DIRECT BURIAL STREET LIGHT
FOUNDA TIONS WILL BE ALLOWED. Au LUMINARIES SHALL BE 'cur Off" TYPE.
J. ALL UIIDERGROUNO UTILITIES AND LATERALS SHAU BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS,
CROSS GUTTERS OR SURFACING STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF /,J50. fOR
PRIVATE STORM DRAIN PIPES UP TO 15: PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET
AND BACKFILLED WITH ,It' ROCK PER SDRSD S-4 TYPE "C' AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR
JS, SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE LINE IS TO BE ABAN/JONEO IT SHAU 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 BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE
CODE.
l. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY OF CA/llSBAD LANDSCAPE MANUAL.
8. flRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE UM/TS OF WORK OF THIS PLAN PER
SDRS DWG M/9.
9. ALL SURVEY MONU/1ENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED,
PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT.
/0. Two (Z} SETS OF SURVEY (CUT) SHEETS SHAU BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR.
WATER NO TES:
/, WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CAlllSBAD RULES 8
REGULATIONS FOR THE CONSTRUCT/ON OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT,'
DA TED OCTOBER /99J, OR LA TEST REVISION.
Z. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY
ANO PROV/OE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE oar A/NED FROM THE C.M. W.D. OFFICE ANO MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND
DISTRICT SUPERINTENDENT.
4. A PRE-CONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 1 DAYS BEFORE CONSTRUCTION
BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS
PRIOR TO BEGINNING OF CONSTRUCT/ON. (TELEPHONE No. <760>438-389/) FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND
STRUCTURES SHAU BE REMOVED PRIOR TO COMMENCEMENT Of WORK -ANY EXCEPTIONS SHALL REQUIRE
WRITTEN PERMISSION FROM THE DISTRICT ENGINEER
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED
BETWEEN Tl!E OETECTOR CHECI< VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CA/llSBAD
FIRE MARSHAU.
l. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
'CA/llSBAD RECLAMA T/ON RULES AND REGULATIONS FOR THE CONSTRUCT/ON OF RECLAIMED WATER MAINS-
CARLSBAD MUNICIPAL WATER DISTRICT.' OCTOBER /99J OR AS AMENDED.
8. ALL BURIED COPPER WATER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC
PROTECT/ON. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION
CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WIU CONSIDER AN ALTERNATE FORM OF
PROTECT/ON.
9. ALL POTABLE WATE SERVICES SHALL BE I' AND ALL POTABLE WATER METERS SHAU BE 5/8' (UNLESS
OTHERWISE NOTED ON THE PLANS).
/0. ALL WATER METER BOXES SHALL BE l7'xJO'x/2' POLYMER CONCRETE AS MANUFACTURED BY ARl10RCAST OR
EGUAL.
I/, MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET.
12. THE TOf Of WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE.
SEWER No TES:
/, SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 'CARLSBAD MUNICIPAL
WATER DISTRICT'S SEWER SYSTEM DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS; LATEST
EDITION AND THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST EDITION (GREEN 8001(),
2. THE CONTRACTOR SHALL 08/AIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY
BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY
ORDERS,
J. BEFORE ANY CONNECTION TO THE DISTRICTS EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE
DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND 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 ENGINEER/NG INSPECTION 48 HOURS PRIOR TO THE
BEGINNING OF CONSTRUCT/ON. (TEL. No. {160} 4J8-J89/).
SPECIAL NOTES:
/. UTILITIES THAT ARE CROSSING CUT IF/LL LINES SHALL BE UNDERCUT PER SOILS ENGINEER'S RECOMMENDATIONS.
i!. THE CONTRACTOR SHALL PROVIDE A SAND CUSHION BETWEEN ANY UTILITY THAT CROSSES ANOTHER UTILITY
WHERE THERE IS ONE FOOT (/.0') OR L£SS OF a.EARANCE BETWEEN THE UTILITIES.
REFERENCE DRAWINGS:
DWG No. J35-5 -IMPROVEMENT PLANS FOR BLACK RAIL ROAD
DECLARATION OF RESPONSIBLE CHARGE
I l!EREBY DECLARE THAT I AM THE /;NG/NEER Of WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN CF THE PROJECT AS DEFINED IN SECTION 610J Of THE
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH Cll/RENT STANDARDS.
I UNDERSTAND THAT THE CHECK Of PROJECT DRAWINGS ANO SPECIF/CATIONS BY THE CITY OF CARLSB,11)
IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGl'IEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
MLB ENGINEERING
PROFESSIONAL CIVIL ENGINEER AND LAND SURVEYOR
600 S. ANDREASEN OR/VE, SUI TE f
ESCONDIDO. CA 92029
(160) 741-3577
WORK TO BE DONE: SIGNING 8 STRIPING NOTES:
/. THE CONTRACTOR IS RESPONSIBLE FOR All SIGNING AND STRIPING.
Z. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFOR/1 TO THE LATEST CALTRANS TRAFFIC MANUAL,
CAL TRANS STANDARD SPECIFICATIONS (JULY /999 OR LATEST VERSION THER£0F), THESE PLANS AND THE
SPECIAL PROVISIONS.
THE IMPROVEMtNT WOR/1' SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUHENTS CURRENT AT THE TIME OF CONSTRUCTION,
AS DIRECTED BY THE CITY ENGINEER:
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS
REPRESENTATIVE, PRIOR TO INSTALLATION.
/. CARLSBAD MUNICIPAL CODE
Z. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS.
4. RESOLUTION Nos.4988 8 4989 DATED JULY 24, ZOO/,
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT 8 RECOMMENDATIONS BY GEOSO/LS, /NC., DATED NOVEMBER Zl, ZOOZ. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK
AND THE PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPEC/FICA T/ONS. STRIPING SHALL BE
REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE
SHEETING (HIGH INTENSITY OR EQUAL).
l. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDAROS.
8. COASTAL DEVELOPMENT PER/1/T CONDITIONS DATED JULY 21, ZOO/.
9. C.M. W.D. STANDARDS 8 SPECIFICATIONS FOR WATER, RECLAIMED WATER 8 SEWER.
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A
500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A 'LIKE NEW' CONDITION, IN A
MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR.
/0. STORM WATER POLLUTION PREVENTION Pt.AN (SWPPP) PREPARED BY MLB EGINEER/NG, DATED 6/ZOIZOOJ.
II. STORi~ WATER MITIGATION PLAN (SWMP} PREPARED BY MLB ENGINEERING, DATED 6/20/ZOOJ.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR
OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARl(/NGS AND PAVEMENT LEGENDS BY
GRINDING. DEBRIS SHAU BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS.
/0. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHAU HA VE /0' INSIDE DIMENSION
UNLESS OTHERWISE SPECIFIED.
//. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE
THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
/2. flRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LA TEST CAL TRANS TRAFFIC MANUAL AND SAN
DIEGO REGIONAL STANDARD DRAWING M-/9.
/J. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
/4. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFIC MANUAL UNLESS OTHERWISE
SPECIFIED.
/5. SIGN POSTS SHALL BE SOUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL
STANDARD DRAWING M-45.
/6. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET
WITH STRAPS.
/7. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF
CARLSBAD PUBLIC WORKS YARD AT 405 OAK A 'IENUE.
18. ALL SIGNS SHOWN ON THESE PLANS SHAU BE NEW SIGNS PROVIDED ANO INSTALLED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.
DEVELOPER: -
MR. BILL L YNN
6575 BLACK RAIL ROAD
CARLSBAD, CA 92009
(160) 931-Z 793
SOURCE OF TOPOGRAPHY:
\
,,,__,_ c. CITY Of
SAN MARCOS
LEGENO
DWG. No. '*
A. C. PA VE!1ENT (SECTION PER SOILS ENGINEER, MINIMUM: 4' AC/6' CL II AB)
CONCRETE CURB 8 GUTTER (6'1
AC DIKE (6'1
PEOES TR/AN RAMP
P.C.C. DRIVEWAY
(CL STATION, WIDTH SHOWN)
CONCRETE SIDEWALK
8' PVC SEWER MAIN
6' PVC SEWER MAIN
SEWER ACCESS HOLE
SHALLOW ACCESS HOLE
4" SEWER LATERALS
SUR'IEY WEU MONUMENT
STREEr LIGHT (9500 LUMENS)
DOUBLE STREET NAME SIGN (DSN}
STREET SIGN
8' PVC WATER MAIN
I' WATER SERVICE
I" WA TER + FIRE SPRINl(LER SERVICE
FIRE HYDRANT ASSEMBLY
Z' BLOW-OFF
GATE VALVE
TRENCH RESURFACING (TYPE A)
G-2, TYPE G
G-5, TYPE A
G-Zl, TYPE :4'
G-/4A •
G-1
S-4, CMWD S-5
S-4, CMWD S-5
CMWD S-1, S-2
CMWDS-J
CMWD S-7, 5-8
M-10
E-t•. GS-21 (CSD)
PER CITY SPECIF/CATIONS
AS IND/CA TED
CMWD W-J
CMWD W-JA
CMWD W-/Z
CMWD W-6
CMWD W-Z, IJ 8 /6
G-Z4
SYMBOL OUANTITY
I.·_.·_. . .... -I _. ' ........... _. ._. 9,507 Sf
546 Lf
265 Lf
I EACH
d 609 Sf
• Z.180 Sf
8' PVC ► 185 Lf
6"PVC ► /J6 Lf
-I EACH
I EACH
1--I --@ z EACH
I EACH
I EACH
I EACH
I EACH
Z51 LF
-J EACH -, .
~ ~--{f
I EACH
I EACH
~ --·-
I EACH
I EACH
I 205 LF
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED USING
AERIAL PHOTOGRAl'iMA TIC METHODS FROM INFORMATION GATHERED
ON NOVEMBER ZJ, /999 BY.'
NO SCAL£ QUANTITIES ARE SHOWN FOR BOND PIJRPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR BID OUANTITIES PER PLAN.
EARTH GRAPHICS, INC.
1370 E. EDINGER AVENUE,
SANTA ANA, CA 92705
(114) 54/-4229
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORD/NA TE SYSTEM
-/983, ZONE VI, /99/. J5 EPOCH, NORTH AMERICAN DA TUM OF !98J (NAO 85),
LEGAL DESCRIPTION:
NOTES:
Lr = LEFT OF CENTER LINE
RT = RIGHT Of CENTER LINE
CMWD W-= REFERS TO CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS
CSD D-= REFERS TO CITY OF CARLSBAD STANDARD DRAWING
SDRSD D-= REFERS TO SAN DIEGO COUNTY REGIONAL STANOARO DRAWING
' = IND/CA TES AS MODIFIED PER CITY OF CA/llSBAD STANDARDS
'* = ALL REFERENCED STANDARD DRAWINGS ARE AS PROVIDEO IN SAN DIEGO
REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE SPECIFIED,
GRID BEARINGS BETWEEN STATION ECR 0009 ANO STATION ECR 00/1 AS SAID COORDINATES
ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY
RECORD OF SURVEY No. /1Z71. FILED IN THE OFFICE OF THE SAN DIEGO COUNTY
A PORTION OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF SECTION ZZ, TOWNSHIP /Z SOUTH, RANGE 4
WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE Of CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF.
ASSESSOR'S PARCEL NUMBER: RECORDR ON fEB. 8, Z.OOZ.
IE: NORTH 30°48 'JO' WEST
BENCHMARK:
DESCRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH HEADWALL
OF 24' RCP
LOCATION.' 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE.
AND SAXONY ROAD.
RECORDS fROM: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS:
REPORT SV0/06-01, /0//5185
ELEVATION: /381 DATUM: M.S.L.
J )
Z/5-070-09
CALIFORNIA COOROINA TES:
/984-6Z.4Z
CARLSBAO MUNICIPAL WATER DISTRICT
~~ "11/ ~ i ~ /I i,,I .. ,L R~PUTYC~~.,.9EE~~~INE£~~R-----' rf.i
R.C.E 33698, 1/EG. f.<P. 8/J0/06
I·-,_
CITY OF CARLSBAO FIRE DEPARTMENT
REOJJIREHENfS:
No. OFF.H.(s)_I _ FIREFLOW /500 G.P.M. OUrOF_I F.H.(s).
BLDG. Sl'RHll(LEOQ'E)-No, FIRE FLOW G.P.M. PArc.el J O\J.V/-. ~
-.
Underground Service Alert
1,pJ ~ CALL: TOLL FREE
I 1-soo-221-2600
I
THREE WORKING DAYS BEFORE YOU DIG
CAUTION:
REMEMBER Tl/AT THE USA CENTER NOTIFIES
ONLY THOSE UTILITIES BEL ONG/NG TO THE
CENTER. Tli/:RE COULD BE OTHER UTILITIES
PRESENT AT THE WORK SITE. THE CENTER
WILL INFORM YOU OF WHOM THEY WILL
NOTIFY.
·As-BUILT.
LYNN MINOR SUBDIVISION
-4-.~,,./4-"d
Engineering
Prefessional Civil Engineers and Land S urvryors
APPROvEo: LLoYo B. HuBBS d r
L~../~,,,z ,,,,v~~ 1,;¢e/4.J_ l----+---+-----------------1----l---+--+--~ C1TYE~F'.,,2Jc,.88"=9=~"'f"-G."'E""XP"'. 1cc,"=31~12~00=5---~-DATE
1----1----1-----------------+---+---+---+----1 '.======~1 ==========1:--~=--=--=--=--=-=-=-=-.:::'. MICHAEL L. BENESH
RCE 37893
EXP. JIJ/105
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbelJ.net
DATE /NIT/Al DATE /NmAL DATE INITIAL /)RA~/'/ BY: F'Ro.lEC[ No. DRAWING No.
CHECXED BY: MS 01 04 410 6
ENGINEER OF WO/il( REVISION DESCRIPTION OTHER APl!IOVAL CITY A/'?ROVAL REVIEWED Br:-P~1g~~~+1= ~ . ~----~
I
/
.: i 11 •,;
J t -. .-i. ' ' '
f
' L._ --
•~--.sr. LIGHT (TYP.)
RIW RIW
l--ttt------------+---60''------------
I--Hl-----30'------l------.J0'------i
1--m-~W----1~-~4~•--i---lh'·---
4.5' ,◄ 5.5'
' 1'
.---+-Z0''-----"
4'AC/6'CL !/AB (OR
PER SOILS REPORT) FIRE HYDRANT (TYP.)-___ji--JI 2%
~~-14'-'-1::::$3~ r
4' PCC SIOEWALJ( (TYP.)
TYPE "G' CURB Ii GUTTER (TYP.)
-------/~C,...~.l>.c::;:x,. AC SWALE To BE REMOVED ZI' --
----------------
Ex,sr. IZ" WATER MAIN EXIST. /8" WATER MAIN XIST. 18" RECLAIMED WATER MAIN
~tae~ ~ail ~oai'J
R/W
RESIDENTIAL STREET (PUBLIC)
T/=6. 0
, --=---ST. LIGHT (TYP.)
R/W
1------lll-----------+,60'-----------l
1-------m--J0'----~1,;'=======-50(1··~_-----l
-10··--H1--.----zo·----1j-'"--1z·--z.
FIRE HYORANT (TYP.)
1YPE 'G' CURB
/l GUTTER (TYP.)
-5'
-2·
6" MIN.
4" AC/ 6' CL II AB 10R
PER SOILS REPORT)
'
2'
Z-,iton STROT
RESIDENTIAL STREET (PUBLIC)
DESIGN SPEEO 25 MPH T/=5. 0
l+----+--n.1TURE S1REET INIDE"llNC,
'Z:gpieal St,eet Sections
THE STRUCTURAL SECTIONS SHOWN ARE FOR QUANTITY PURPOSES ONLY. THE ACTUAL STRUCTURAL SECTION Will BE BASED ON
R·VAWE ESTABLISHED IN THE FIELD. SEE STREET NOTE No. I ON SHEET!.
BENCHMARK:
DESCRIPTION: OC·0/79 DISC SET IN WEST END OF SOUTH HEAOWAll
OF 24' RCP
ENGINEER OF WOR
\
LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE.
ANO SAXONY ROAO.
RECORDS FROM: COUNTr OF SAN DIEGO, DEPT. OF PUBLIC WORKS: ~~~~~1~/121
MICHAEL L. BENESH, RCE 37893 DA TE
REPORT SV0/06·01,/0//5/85
ELEVATION: /J.87 DATUM: M.S.L.
REG. EXPIRES JI J//05
-----
-----
PARCEL J
INDEX MAP
-SCALE: l'=/00'
GRAPHIC SCALE
200 ----",l--------1 _______ ___,
( IN FEET)
I INCH = /00 FT.
ABBREV/A TIONS
Cl CURB INLET R/W
ELEV ELEVATION RW
FL FLOW LINE S
FP FLOOD PLAIN SD
FS FINISHEO SURFACE SF
GB GRA/J£ BREAK re
IE INVERT ELEVATION TF
MH MANHOLE TW
NSF NET SQUARE FEET VC
NTS Nor To SCALE w
P PAD ELEVATION WS
PC POINT OF CURVATURE
PCR POINT OF CURB RETURN
PCC POINT OF COMPOUND CURVATURE
PRC POINT OF REVERSE CURVA TUR&
Pl PROPERTY LINE
PV/ POINT OF VERTICAL INTERSECTION (VC)
RCP REINFORCED CONCRETE PIPE
RIGHT OF WAY
RECLA/MEO WATER
SEWER
STORM DRAIN
GROSS SQUARE FEET
TOP OF CURB
TOP OF F DOTING
TOP OF WALL
VERTICAL CURVE
WATER
WATER SURFACE
SEWER LATERAL TABLE
Underground Service Alert ?ARCE. STATION I.E. @ MAIN I.E. @ PL
CALL: TOLL FREE
~ 1-800-227-2600
THREE WORKING DAYS BEFORE YOU DIG
CAUTION:
REMEMBER THA T THE USA CENTER NOTIFIES
ONLY THOSE UTILITIES BELONGING TO THE
CENTER. THERE COULD BE OTHER UT/UT/ES
PRESENT AT THE WORK SIT£ THE CENTER
WILL INFORM YOU OF WHOM THEY WILL
NOTIFY.
I 36+59.67 (AH#J 363.08 365.04
2 31+/5± BLACK RAIL Ro EXIST. LATERAL
J 36+59.61 AH#J 363.08 363.38
4 36+32± BLACK RAIL R. EXIST. LATERAL
'AS-BUILT'
. ~ s/1> /o7,_______
MICHAB. L. BENESH 1/ OATE
R.C.E. J789J, REG. EXP. JIJ//f,IJ" o1
t------j--+------------+--+--1---1------1 j sH2EEr \ City of Carlsbad 147
~===-========EN=Gl=NE:::ER:::/NG:::OEP:::" :::AR:::T/1£:::N=T=======-~=S:=/iEE=T=S ::'.
l11PRO V£11ENT l'UNS FOR:
Engineering
Professional Civil Engineers and Land Surveyors
.
600 South Andreasen Drive, Suite E, :Escondido, CA 92029
Phone 760 741---3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net
LYNN MINOR SUBDIVISION
APPROVED: LLOYO 8. HU138S q ,,.-
/4 _,. <-~Jd""_..;.~ 1.z,bafa3
1-------1--+---------------l----l---l-----+-----l 'orrENG1NFER itt2JBB?-.iG.Txi0mi12ooS __ _L,q.L~o-"'~'--'TE2.
l-=-+-;::::::-::---l-----------~-----+--=------1------l~--l---~ :=~-=--=~-=-=-=-=-=--=~~ '--;=========:::;-;:..=..=..=.:.::::::::.=.::::! DA TE INITIAL DATE /NIT/Al DA TE /NIT/Al IJRA!+II Br: -PROJECT No. 0//AW/NG No.
REVISION DESCRIPTION CHEC<EOBY:~~~ HS 0/ 04 ENGINEER (Jf WORK OTHER APfflOVAL Clff APPROVAL REVIEWEO Br. t -4/0-6
!
'
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~ r.i,
-..J
JJ+00
C £} E3
\ Ci ~ XIST. 12' WATER PER DWG. tAi. JJS-5
J4+00 J5+00
-J E3
EX. StDEWLK, C. 8 G.
W'LY T. C. GRADE
J6+00
PROPOSED 6' SEWER
SEE SHEET 4 ,.__
! :SC ~ PAR. 4
Jl+00 38+00
'd 1s' '
·-----.-
.... -. . ' . . .
7
I
I
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I
------1
~ L _J_ ExIsr. 8' SEWER PER DWG. No\ 335-5
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---R\'1-\-
-----~ _ W ___ TRENCH_RfSIJEEAClNE_ _ W--
-1~--· ·~ ------w-----------r
7
I
~
Underground Service Alert
CALL: TOLL FREE
1-800-227-2600
THREE WORKING DAYS BEFORE YOU DIG
CAUTION:
Rf MEMBER THAT THE USA CENTER NOTIFIES
ONLY THOSE UTILITIES BELONGING TO THE
CfNTER. THERf COULD 0£ OTHER UT/UT/ES
PRESENT AT THE WORK SITE. THE CfNTER
Will INFORM YOU OF WI/OM THEY Will
NOTIFY.
-=-_£::--~ f=R-~ J ~-\-\_-1&--=_ -----=-=----P\,W--/
-y---~ ')
EX/Sr. E. O.P. :i::
.,;
,-.:
!'2 ,z
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,-.:
tr,
~ ~
EXIST. 24' WATER
ExIsr. 18' RECL. WATER
ii
i I "' :i:: :i:: '!j, 'at Ex. ,d· ,-.: 'at :i:: I I ... _, ,-.: :i:: ~ !'2 [li ~, ~ 'at C/j
~ -..J ! ,-.: <.J I C/j -..J !'2 ~ '< <.J ,z I ltj "' ~ ,-.:
!~ ~ !l,! -i-~ I
i-t ~ I ~ Q:
BENCHMARK:
DfSCRIPT/ON: OC-0I79 DISC SEr IN WfST END OF SOUTH HEADWALL
OF 24' RCP
LOCATION:
RECORDS FROM:
ELEVATION:
0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE.
ANO SAXONY ROAO.
COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS:
REPORT SV0/06-0I,I0//5/85
IJ.81 DA TUM: M, S. L.
I
EXIST. 8' SEWER PER DWG. No. 335-5
SCALE: /"=40'
Engineering
Professional Civil Engineers and Land S uroryors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbelJ.net
DATE INITIAL
ENGINEER OF WOlil\'
'
JJ+00
) CENTER LINE DA TA
No. DELTA/BEARING RADIUS LENGTH REMARKS
I N 1°28'29" W -851. 74' CL S'LY TO CORTE ORCHID/A
2 N 1°28•29• w -579.37' CL N'L Y TO POINSETTIA
( ) CURB DATA
No. DEL TA/BEARING RADIUS LENGTH REMARKS
I N /028'29" W -282.99' 6' TYPE 'G' C 8 G
2 85'30'09' JO.DO' 44.11' 6' TYPE 'G' C 8 G
3 94•29•5r 30.00' 49.48' 6" TYPE A' AC DIKE
□ SEWER C.L. DATA
No. DELTAIBfARING RADIUS
I N 1'28'29' W -
ENGINEER OF WORK
MICHAEL L. BENESH, RCE 37893
REG. EXPIRES J/J//05
LENGTH
/90./J'
RE,'ISI0N OESCRIPTI0N
REMARKS
8' PVC C-900
DATE INITIAL
OTHER APPROVAL
' ' ' ' ' ' ' ' ' ' ' ··-·-··•---•··-•---♦-•-•···•---♦-•·•··· , I ' 0 I , I I I
1 I I I ' ' ' I I I I I I I I ·--+••·•·--•---•-◄---•---+---•··· I I I O I I I I
' t ' ' ' I I I I I I ' I .......................... , __ •-·--•---•---+-•••··-
' ' I I I I ' I ' ' ' ' ' ' ' ' ' ' ' ' . ' ' ' ' ---+···•---•···•·•-♦---•···•···•--·•··-
1 ' ' ' ' ' ' ' ' 1 I O I I I 1 I
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1 o l < 1 t I I I I t I I I I I ··-••--♦---•·--•---•··· ·--•---•---•-' I O O O I I
O I I I ' ' I I O I I I I O
·--♦---•···•··-•---•--◄·--•---•---' I I I I 0
I I I ' I I ' ' ' ' ' ' ' ' ---•---•-··•·--•---•···•··-•---•···•·--' 0 1 I t I 1 l 1 I I I I I < 1
I 1 I 1 I I
GRAPHIC SCALE
40 0 20 40
~ 1_1
/NIT/AL
Ciff APPROVAL
( IN FEET}
I INCH = 40 FT.
'AS-8
I Sjr I City of Carlsbad
ENGJNEERiNG DEPARTMENT I s:~ I
IMPROVE/1/;NT PLANS FOR:
LYNN MINOR SUBDIVISION
APPROVED: LLOYD 8. HUBBS dr
&c:: .,,eL n-:;;. -,.,,b(.~-~--~t.:i,htS43 C1TY ENG1NEE•rtf 2J1Jat:t:: ExP. 121J112oos DA TE
DRAWN BY: ___ _ l'RWECT No. DRAWING No.
C(IECKE{) BY:
Rf.V/fWfl) BY: MS 0/-04 410-6
' ' ' ' I • t ' 1 I I I I• ---+---•---•---•---+---+---•---+---+--' ' ' ' ' ' ' ' ' I I 1 I I I 1 I l I , I I I I I ! 1
---•---♦---•---•---•---•---♦---•---+--' I I t ! I I I I I I t I I I I I I I I I I I 1 t I 1 ---+---•---• • -+---•---+---•---' I I I I I I I I I 1 I I I I I, 1 I I I I I I I I ---•---•---•---•---•---•---•---•---+---' 0 I I I I I I I I I I I I I I I I
I I I I O I I I 0 ---+---•---•---+--•-t---•---+---+---1 I O I I I I I I
I I I ' I I I I 0 0 I I O I I O I t
---•---•---•---•---+---•---•---♦---•---' ' ' ' ' ' ' ' ' I ' ! , I I I I
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' ' ' ' ' . . ' ' . .
Underground Service Alert
CALL: TOLL FREE
1-800-227-2600
THREE WORKING DAYS BEFORE YOU DIG
CAUTION:
REMEMBER Tl/Ar THE USA CENTER NOT/F/£S
OM Y THOSE UT/l/T/£S BELONGING TO THE
CENTER, THERE COULD BE OTHER UTILITIES
PRESENT Ar THE WORK SITE. THE CENTEI?
WILL II/FORM YOU OF WHOM THEY WILL
NOTIFY.
J/4' CRUS//£0 ROCK
6' DEEP
IJ+00
-N'LY TOP DIKE CL FS + 0.26
-----
EXIST.
/2+00 l/+00
EXIST. 12' WATER PER DWG. No. 335-5
(HGL = 550')
l:cl ~
~
----... r--4 -
2_.-_ .. -._.
........... ·-••-•·0 11s;> ........... ,.
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~ ~ ~ d
' :::::: ~ tg ~ "-i \Q -:!: -:!: 1 !!2 \Q --~ ,!: ~
I
Z'riton
SCALE: /•=40'
WATER SERVICE NOTE:
10+00
I
: __ ,6 I
O'
O'
7
~ro·
I
/6'~ 1--:r >\~ 11f
EXISTING PRIVATE WATER LINES TO PROPERTIES TO THE WEST OF THIS PROJECT HUST REMAIN IN SERVICE UNTIL
XIST. 24" WATER
XIST. 18' RECL. WATER
I0+!2.l3 TRITON S~
= 38+30.2/ BLACK RAIL Ro,
WET TAP
/-8' FL X PJ GV
EXIST. E. 0.P.
J6+00
\ /+70 LAT PAR, I
~°'l''t,· CONST. CLEANOUT PER SDRS DWG S-3
/ \,,.;; ,f• 364. 78 /NV. PAR. 2 PAR.
,,°'~b'->· -----t--tt--------------------I /+35 LAT PAR.-'I -+-__;__J
ENO CONC. ENCASEMENT \ I I 364.43 /NV. \
--1!}' PR/VA TE SEWER EASE/1ENT-'1~-Hi!-! 1
PROS-Rte. --4.5' \ I
AS INST, No. --7 0+85 LAr PAR, I \ \
PAR. J I CONsr. CLEANour PER SDRSVJwG'-S-3
363, 93 !NV. \
20' ACCESS EASEMENT t
PER PARCEL MAP I 'AR.
4" PRIVATE SEWER LATERAL\!-4.U\
1L--,,..--CON, ENCASEMENT
4 \ \
\ \ s
r '
S O+JO LAT, PAI?. 3
363,38 INV.
PER 'SDRS DWG. S-7 J
-------------
SCALE: /"=40'
/1ETERS ARE RELOCATED OFF BLACK RAIL ROAO. WATER LINES ARE LOCATED 3' TO 5'i: N'LY OF S'LY TRITON Sr. R.0.W. AT 3'i: OEEP.
BENCHMARK:
DESCRIPTION: OC-0/11) DISC SET IN WEsr ENO OF SOUTH HtAOWALL
OF 24' RCP
LOCATION.' 0,4 MILE EAST OF INTERSECTION OF LA COSTA AVE.
ANO SAXONY ROAO. .
RECORDS FROM: COUNTY OF SAN DIEGO, DEPr. OF PUBLIC WORKS:
REl'ORr SV0/06-01, /0//5/85
ELEVATION: /J.87 DATUM: M.S.L.
ENGINEER OF WORK
d ~ RCE ,e /6/44?
• • ng1neer1ng
Professional Civil Engineers and Land S urvryors
E
REG. EXPIRES 3/31105 600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-.3577 -FAX 760 897-2165 E-Mail, MLBenesh@pacbell.net
: I
I
I
I
I
(
------------
)
No.
I
< )
No.
I
2
3
□
No.
I
2
~--VARIES -16' MIN.--~
2' 2'
6" MIN DEPTH -314" CRUSHED ROCK
SECTION
Nor TO SCALE A
CENTER LINE DA TA
DELTA/BEARING RAO/US LENGTH REMARKS
N 86'58'31' W --CL
CURB DATA
DEL TA/BEARING RAO/US LENGTH REMARKS
N 86'58'31' W -215.67' 6' TYPE 'G' C 8 G
N 86°58'31' W -218.33' 6" AC TYPE '.4' DIKE
SEWER 8 WATER C.L. DATA
DELTA/BEARING RAO/US LENGTH REMARKS
N 86°58'31' W -257,/1' 8' PVC CL 150
N 86°59'04' W -141./1' 6' PVC C-900
GRAPHIC SCALE
/60
I
( IN FEET)
/ INCH = 40 FT,
'AS-BUILT"
..... ·-~l.r'?~ /1/CHAEL L. BENESH yu, 0ATE
RC.f. J189, REG. EXP. J/J/¢,'O'I
I s4r I City of Carlsbad
ENGINEERIN6 DEPARTMENT I s!Ts I
IMPROVEMEl/f PLANS FOR:
LYNN MINOR SUB0IVISI0N
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