HomeMy WebLinkAboutDWG 432-2; SDP 01-01B; LAUREL TREE LANE; 01-04V ' GRADING NOTE S 31. THE CONTRACTOR SHALL VER!rY THE LOCATION OF ALL EXISTING FACILITIES LEGEN D 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/OUSL Y 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
(ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT TH[ ACTUAL LOCATIONS AR[ IN CONFLICT WITH
THE PROPOSED WORK.
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PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT
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\ \ \ ,r~'-;;:f;,f'-;"f;!'-';,'!'s'-;:I~ ,cc, ~c::_ •~-::=":~'."."";~"~":"':;~-::::= ;__ REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REWS/ONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WIL L 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 MUS T HAVE A RATING OF "A" ANO A SIZE
CATEGORY OF CLASS VAS 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 8£ REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY R[PRESENTA T/VE .
UNDERGROUND SERVICE ALERT
SDG&E
SBC
ADELPHIA CABLE COMMUN/CA TIOS
COX COMUNICA TIONS
CITY OF CARLSBAD(STREETS ANO STORM DRAIN)
ti TY OF CARLSBAD(SEWER, WA TER & RECLAIMED
'SAN DIEGU/TO WATER DISTRICT
'LEUCADIA COUNTY WATER DISTRICT
VALLEC/TOS WATER DISTRICT
t!UVENHAIN WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
' AS APPROPRIATE
WATER)
1-800-422-4133
1-800-660-7343
1-800-892-0123
(760)438-7741
(760)806-9809
(760)434-2980
(760)438-2722
(760)633-2650
(760)753-0155
(760)744-0460
(760)753-6466
(760)726-1340
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EXISTING EAS M NT FO.R -=--"\ \
RD. & UTILITIES PURPOSES • \
RECORDED FEB. 2, 1961 AS
FILE N0.19367 TO BE VACATED
EXISTING SEWER EASEMENT RECORDED
MAY 11, 1982 AS FILE NO. 82-139472
.IIPJV 212~0-40~2cPROJECT.
SITE
CIT Y OF OCEANSIDE
NOT TO
SCALE
C,14,IJ\la
"'"' 1-CI TY OF VISTA
ROA
'c'°
IND/CA TES 2' INTERVAL EXISTING SURFACE
PER AERIAL TOPOGRAPHIC SURVEY, -----
SEE GENERAL NOTES.
IND/CA TES 2' INTERVAL FINISHED SURFACE
IND/CA TES PROPERTY LINE -----
IND/CA TES STREET CENTERLINE -----
IND/CA TES PROPOSED ROAD PAVEMEN T MIN. PAVEMENT
S(CTIOJ I~ 4 AC 4 AB
IND/CA TES PROPOSED SIDEWALK -----(SEE SECTION A SHEET 2)
I~ ~ I
f~I
I t I
t ~ I
14,387 SF
IMPROVEMENT AGREEMENT.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK
OR GRADING TO 8[ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN
OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
33. PERM/ T COMPLIANCE REQU/R[M[N TS: ~o U) n
)> ::; IND/CA TES PROPOSED 8" PVC WATER LINE -----f------w __ _,
2,200 SF
265 LF
8. NO REVISIONS WIL L BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF TH[ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET.
9. ORIGINAL DRA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10: THE ORIGINAL DRAWING SHALL BE REWSED TO REFLECT AS-BUILT CONDITIONS BY
THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH[ WORK BY THE CITY.
11 ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12 WI-JERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL Bf SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. TH[ SOILS REPORT WILL 8[ SUBMI TTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. TH[
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE
ANO CONTROL THE WORK IN PROGRESS/ 11.06. / 70(8)/ CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PFRMIT -THE FOLLO WING REPORTS
MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /11.06.190(8)/
CARLSBAD MUNICIPAL COD[:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE.
ALL [ROS/ON CONTROL, SLOPE PLANTING ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE
WITH CITY CODE AND TH[ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM
CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN
(3) REPORT FROM TH[ SOILS ENG/NffR, WHICH INCLUDES RECOMMENDED SOIL BEARING
CAPACITIES, A STATEMENT AS TO TH[ EXPANSIVE QUALITY OF TH[ SOIL, ANO SUMMARIES or FIELD ANO LABORATORY TESTS. THE R[POR T SHALL ALSO INCLUDE A STATEMENT BY
THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS
ANO RECOMMENOA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH[ CITY.
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THEfffTO.
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PACI FIC
OCEAN
CITY OF ENCINITAS
VI CINI TY MAP
Z-< (C-150)
IND/CA TES EXISTING 8" PVC WATER LINE
IND/CA T[S PROPOSED 3 WAY FIRE HYDRANT
IND/CA TES PROPOSED WATER THRUST
BLOCK AND ENO CAP
IND/CA TES 2" BLOW-OFF ASSEMBL Y
IND/CA TES 2• AIR VACUUM ASSEMBLY
-----
PER CMWO W/2
PER CMl!V WI 5
PER CMWO W6
PER CMW W7
fw Sin PVC j
I E;.I
1 EA
I EA
1 EA
1 EA
1 EA
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TH[ FIELD TESTS.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON[ (1) YEAR AFTER TH[ CITY
ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK.
PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.
I Sheet 2J
-----INDEX MAP INDICATES EXISTING 8" PVC SEWER LINE
Per OWG. 213-7 Sht. 2 of 4 fEx Sin Pvc--3
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHER[NCE
TO RECOMM[NDA TIONS OU TL/NED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DON[ UNDER
THE DIRECTION OF A PROFESSIONAL ENGINffR OF THE STA TE OF CALIFORNIA PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS ALL FILL OR FUTURE FILL
AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD
SPECIF/CATIONS ANO THE "[AR TH WORK SPECIF/CATIONS" ATTACHED TO THE PRELIMINARY
SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TH[
PROJECT INSPECTOR.
35. THE SOILS REPORT TITLED GfOTFCHNICAl INVEST/GA [ION FOR PACIFICA CARI 5BAD,
PREPARED BY GFOCON INC, DAT[O FFBRIIARY Z
14. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK ANO SHALL 8£ ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING AND ALL
OTHER ASPECTS OF THF WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK{438-3634) AT LEAST F/V[(5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8[ AVAILABLE PRIOR TO
SCHEDULING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MffTING WILL BE
MADE BY CALLING /HE ENGINEERING 24 -HOUR INSPECTION REQUEST LINE A I
(619) 438-3891./NSPECT/ON REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
QN TH[ DAY RFFQRF TH[ INSPFCTIQN 15 NEEOFQ 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.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY D[WC[S, INCLUDING
SHORING, ANO SHALL BE SOL[L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT[ ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17 TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENG/NffR AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF
WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCA VAT/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA T/ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRA T/VE 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.
18. NO BLASTING SHALL 8£ COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM
1
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY,
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA T/ONS WILL NOT
UNTIL THE PERMITTff HAS RECEIVED WRITTEN AUTHORITY FROM
ENG/NffR TO DO SO.
WORK AREA
AND THE
RESTART
THE CITY
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING [QUIP M[N T, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL B£ LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOL/OA YS. (A LIST OF Cl TY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. 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.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL B£
DEPOSITED AT, A SITE APPROVED BY THE CITY [NG/NEER THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE
HAIi! ROI/TFS OR AQ.IACFNT STRFFTS AS A RFS!lt T OF TH[ GRAQING OPERA [ION
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA
TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS
SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING
OF WATER IS NOT PERMITTED. ALL EARTHEN SWAL ES ANO DITCHES SHALL HAVE
A MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET or [ROS/ON
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED
BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL 8[ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECTION THE SITE SHALL BE LEFT IN A NEAT AND OROERL Y
CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED
OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN
TEN (10) DAYS or THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON
THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE
CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT,
DRAWING NO. _____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE
WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO
/RR/GA T/ON PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN
ACCORDANCE f\1TH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. TH[ EXISTENCE ANO LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHO WN OR IN A LOCATION DIFFERENT
FROM THAT SHO WN 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
2001 & ADDENDUM No./ DA TED NOV-4-2005, SHALL BE CONSIDERED AS A PART OF
THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS f\1LL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINffR OF THE STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL M[CHAN/CS,ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENG/NffRED STRUCTURAL SECTION MUS T BE SUBMITTED TO THE
[NGINffRING INSPECTOR FOR REVIEW AND APPRO VAL A MINIMUM OF TWO (2)
Cl TY WORKING DAYS BEFORE TH[ WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNOERGROUNO
CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STRffT LIGHT FOUNOA TIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROWOED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH
3/4" ROCK PER SORSD 5-4 TYPE "C" ANO PIP[ MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
5 WHERE AN EXISTING PIP[ LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FffT 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. WHffL CHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL 8[ INSTALLED PER SECTION IV 0.3 or THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SORS OWG M/9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENG/NffRING /NSP[C TOR.
WATER NOTE S
I. CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2 POTABLE & RECYCLED
WATER STANDARDS & VOLUME 3 STAND ARDS DR AWINGS & NOTES. DATED JUNE
2004
2. TH[ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE Olv1S/ON
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROVIDE PROOF
OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
J BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. WO.
LINES, A PERMIT SHALL 8[ OBTAINED FROM TH[ C.M. WO. OFFICE ANO MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTRNO[NT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 ·
DAYS BEFORE CONSTRUCTION BEGINS THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD [NG/NEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION (TELEPHONE N0.{619) 438-3891) FOR SCHEDULING.
5. NO TRffS 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.
6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMEN T ANO TYPE OF MA T[RIALS OF
THE FIR[ LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE ANO BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7 ALL RECLAIMED WATER MAINS ANO APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CARLSBAD REC.LAMA TION RULES AND REGULATIONS FOR
THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPA L WATER
DISTRICT", OCTOBER 1993 OR AS AMENDED.
8. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL B£ PROTECTED BY
MfANS OF CA THOO/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT ANO OEMONSTRA TES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WIL L CONSIDER AN ALTERNA TIV[
FORM OF PROTECTION.
Scale l "= 150'
15881
LAUREL /,C/EE
APAFJT;V/EJVTS
SE WER NOTES
1. CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 1 & 3 CHAPTER
• 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES & APPURTENANCES
DA TED JUNE 2004
2. TH[ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIWS/ON
OF INDUSTRIAL SAFETY BEFORE ANY [XCAVA TION ANO SHALL ADHERE TO ALL
PROWSIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST B[ SIGNED ANO APPROVED
BY TH[ DISTRICT'S ENGINEER ANO SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC R/GH T OF WAY, A Cl TY RICH T
OF WAY PERM/ T SHALL BE REQUIRED.
5. TH[ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD [NG/NffRING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TELEPHONE NO. [619) 438-3891)
6. THE EXISTING SEWER IS ACTIVE AND NffDS TO BE FUNCTIONAL AT ALL TIMES.
THE CONTRACTOR SHALL PROPOSE A MECHANISM TO THE CITY OF CARLSBAD
TO ACCOMMODATE THE SEWER FLOW DURING CONSTRUCTION. THE
IMPROVEMENTS CAN NOT BE STARTED UNTIL CITY HAS APPROVED THE
TEMPORARY BY-PASS OF THIS EXISTING SEWER FLOW ACROSS ENCINAS CREEK.
TH[ IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER
I.
2
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STANDARDS
THIS SET OF PLANS
RESOLUTION NO. 5881 5882 & 5883 DA TED 5/04/2005
THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
SOILS REPORT ANO RECOMM[NOA TIONS BY GE OCON INC.
DA TED FEBRUARY 7 2001 & ADDENDUM No.1 DATED NOV-4-2005
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED 5/0412005
THE CARLSBAD MUNICIPA L WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS
FOR WATER, SEWER ANO RECLAIMED WATER.
STORM WATER POLLUTION PREVENT/ N PLAN. PREPARED BY-
W0/0 NO. 9 37C Jl4680 DA TED· 6 08 2005
SHAPOURI & ASSOC/A TES
CALIFORNIA STORM WATER QUALITY ASSOC/A TION, STORM WATER BEST MANAGEMENT
PRACTICE, CONSTRUCTION HANDBOOK ANO STA TE OF CALIFORNIA, DEPARTMENT OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
STORM WATER MANAGEMENT PLAN. PREPARED BY:
SHAPOURI & ASSOC/A TES DA TED: 11/08/2005
PROJE CT LO CAT ION
THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S)
~c;,ESSIO~
[_f :}" £,rlAPOt,f;<',t,<i':t-,
; C52794 SJ
LEGEND
B INDICATES PROPERTY LINE LJ INDICATES PROPOSED ROAD PAVEMENT
11 PROPOSED PUBLIC ROAD & UTILITY
L____J EASEMENT B INDICATES 8" PVC WATER LIN[
I ~ 11 PROPOSED QUADRUPLE BOX CUL VERT
CUL vfRT TYPE "c" 5;::J IND/CA TES EXISTING 8" PVC SEWER LINE
REFEREN CE DRAWI NGS
1.
2.
J
4.
LAUREL TREE LANE
ONS/ TE GRADING
ONSITE IMPROVEMENTS
CHANNEL MIT/GA T/ON GRADING
AB BREVIATIO NS
368-1
4J2-2C
432-20
432-28
SORSD =SAN DIEGO REGIONAL STANDARD DRAWINGS
CMWO= CARLSBAD MUNICIPA L WATER DISTRICT
CCSO= CITY OF CARLSBAD STANDARD DRAl\1NGS
APN= ASSESSOR PARCEL NUMBER OWG= DRAf\1NG
TC= TOP OF CURB
FL= FLOW LINE
AC= ASPHALT CONCRETE AB= AGGREGATE BASE
SF.= SQUARE FEET
LF.= LINEAR FEET
C. Y.= CUBIC YARD
EA.= EACH
FT/S. = FEET PER SECOND
GPM = GALLONS PER MINUTE
CFS.= CUBIC FEET PER SECOND
BVCS.= BEGINNING OF VERTICAL CURVE STATION
BVCE.= BEGINNING OF VERTICAL CURVE ELEVATION [VCS = [NO OF vfRTICAL CURVE STATION
EVCE.= END OF VERTICAL CURVE ELEVATION
PW= POINT or VERTICAL INTERSECTION
STA.= STATION "DE CLARATIO N 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 PROJ[C T AS
DEFINED IN SECTION 6 703 OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
ANO SPECIF/CATIONS BY THE Cl TY OF CARLSBAD DOES
NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
APN 212-040-64 APN 212-040-26 & APN212-040-56 ,
THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS \ 12-~1--" • ,\ EXP I FIRM: SHAPOURI & ASSOC/A TES
~~~c ~,'_ ADDRESS: 16089 SAN 0/UEGU/TO RO. SUITE H-104 N ___ .....,_,,"'--------E ____ _u;tLL ___ _
BENCH MARK
DESCRIPTION:
LOCATION:
~ RANCHO SANT£ FE CALIF. 92067
-.::;~\., CITY, ST.:
CHISEi ED "D "IN TOP OF Cl/RB AT EASTER! Y ENO TELEPHONE: (858) 756-8 340
OF CURB RETURN IN THE SOUTHEAST QUADRANT OF BY: M H SHAPOURI
INTERSECTION OF PALOMAR AIRPORT ROAD ANO {NAME OF ENGINEER)
PASEO DEL NORTE.
CITY OF CARLSBAD
STANDARD NOTES FOR SIGNING AND STRIPING PLANS
GENERAL NO TES:
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA T/ON OF ALL SIGNING ANO
STRIPING.
2. ALL SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE
FEDERAL HIGHWAY AOMINISTRA TION {HA W) MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCO 2003 CALIFORNIA
SUPPLEMENT, THE CALTRANS STANDARD SPECIF/CATIONS (2002 OR LA TEST VERSION
THEREOF}, THESE PLANS ANO THE SPECIAL PROWS/ONS.
3. ALL SIGNING ANO STRIPING IS SUBJECT TO TH[ APPROVAL OF THE PUBLIC
WORKS DIRECTOR OR HIS REPRESENTA T/V[, PRIOR TO /NSTALLA T/ON.
4. ANY DEV/A TION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE APPROVED
BY THE ENGINEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE
IN THE FIELD.
5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIF/CATIONS STRIPING
SHALL BE REPAINTED TWO WffKS AFTER INITIAL PAINTING.
6. ALL S/GNAG[ SHALL 8[ REFLECTIVE PER CAL TRANS SPECIF/CATIONS AND SHALL
USE ENCAPSULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL)
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING
AND MARKINGS WITHIN A 500' PERIMETER OF TH[ CONSTRUCT/ON PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF
THE CITY INSPECTOR.
8. EXACT LOCA T/ON OF STRIPING ANO STOP LIMIT LINES SHALL BE APPROVED BY
THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND
PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE
CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS
STENCILS.
11. LIMIT LINES ANO CROSSWALKS SHALL 8[ FIELD LOCA TEO. CROSSWALKS SHALL
HAVE /0' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMEN T
LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
13. FIRE HYDRANT PAVEMENT MARKINGS SHALL CONFORM TO THE MUTCO 2003
EDITION AS AMENDED BY THE 200] CALIFORNIA SUPPLEMENT ANO SAN DIEGO
REGIONAL STANDARD DRAWING M-19.
14. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE MUTCO 2003 EDITION
AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT OR UNLESS OTHERWISE
SPECIFIED.
16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY
BAS[ PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.
17. WI-JEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A
STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE
CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK
IND/CA TES EXISTING SEWER ACCESS HOLE
Proposed 8" PVC Se wer Line
CUT SYMBOL
FILL SYMBOL
LIM/ TS OF GRADING
IND/CA TES ROCK RIP-RAP
(SEE SHffT 2 FOR TYPE)
PROPOSED QUADRUPLE BOX CULVERT
CULVERT TYPE "C''
VEGETATED SWALE CHANNEL
CURB OUTLET
PROPOSED CONCRETE DRIVEWA Y
100 YEAR FLOOD WA Y
IND/CA TES PROPOSED STREU LICHT
Lumens= 9,500
SDRSD 040
SORSO 078-B
Detail D
s,e-Sheet-2
SDRSO D25
SDRSD G26
SORSO E-1
Note: Light Fixture to be Shielded in order to
avoid any Lighting of the proposed dedicated
open space/habitat area east of the cul-de-soc
IND/CA TES 6' HEIGHT CHAIN LINK FENCE
PROPOSED FINISHED GROUND
SORSO M6
SPOT ELEVATIONS
PROPOSED S.0%, SIGN & STOP PAVEMENT
MARKING PER CALTRANS STANDAR PLAN
A24D WITH L/MIT LINE IN THERMO PLASTIC
PER CAL TRANS STANDARD PLAN A24E
RI -I
PROPOSED 6" PVC SEWER LATERAL ccso 5-7
Bs Sin Pvc3
I
1 ,1
t---v----rrl
I b I
I ~ ~ I
1~~-J
I mnnno I
□ JJ
I ' -J
I O I
I ( -0-' ~ '
13 I X 96.63
FL
----0--0-M I
@I
EXISTING UTILITIES --_ -_ • 103.46
Pre ared b : Water Mete
SHAPOURI & ASSOCIATES
PROJECT MANAGEMENT SERVICES
ENG I NEERI NG . INFORMATION SYSTEMS . PLANNING
EE
508.60 LF
79 CY.
1 EA
200 LF
2 EA
2 EA
1 EA
185 LF
-----
2 EA
1 EA
AVENUE. 16089 SAN DIEGUITO ROAD , SUITE H-1/H
19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND P . 0 . BOX 676221 , RANCHO SANTA FE, CALIF. 92067RB/I~ 11/20/67
INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS PHONE.-(858) 75~-8340 FAX .-(858)756-8344 3/14/06 EXISTING TO BE RELOCATED OR TO REMAIN. ~-----------;,,,,;:,;,,,;;,,,;.;,,;;;;.;..:..;;.;;..;;.;:.,;,,,;;,,,;"--'"""'.,;;,,,. ___ _;;_="-'-"-'-;,,,,;;,,,'-'-'""'-,,,;;,,,;;.,,;,.,; ___ ..-_-'-~
ESTIMATED EARTH QUANTITIES
C.UT YARDS: 612 C. Y.
FILL YARDS: 1 100 C.. Y.
IMPORT: 488 C. Y.
NO TE: THIS 488 C. Y. WILL BE
SUPPLIED FROM TH£ 24 HOUR
Fl TNESS BUILDING SI ff.
CITY OF CARLSBAD FIR E DEPARTMENT
REQU IREMENTS
NO. OF FH (s)_LF FLOW /5co GPM. OUT OF -1.__F.H.(S).
FIRl'MA
BLDG~~=,'IIO
F.FLOW __ G.P.M
"AS BUILT"
11t -ft.~ 1~,-2.o .. g
p E cc;27<r1/ EXP. lt.-?,/.of DATE
--
~7_?ffi
INSPECTOR RECORDED.
ELEVATION: -~7~·=6~ _______ 0ATUM: MSL DATE: 5-/S-2aoG,
SOILS ENGINEER'S CERTIFICATE
R.C.£. NO.: C52794
1---+---+---------------1------t----t-----r------, I SH1EE T I CITY OF CA RL SBAD I SH4[[TS I
ENGI NE ER ING DEPARTMENT ~=:::'....'.::==========:::'....'.::=~ /, JOSEPH J. VETTEL , A REGISTERED
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG BLISINE.SS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
REGIS TR AT/ON EXP/RATION DA TE: !c,EX~P'.._. _!_12£,' /c,:,J'!,1 /(_!IO!Q6~r----t----t-----------------t---t----t----t--1 IMPROVEMENT PLANS FOR
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE OATES OF
_______ ANQ ______ TWO COPIES OF THE SQ/LS REPORT
COMPILED FROM THIS 'MTH MY RECOMMENOA TIONS, HAS BEEN
SUBMITTE THE(\ OF: THE CITY ENGINE[ -. -
SIGNED: -¥-"---'"-''_.L::.'-& '-'l~--------.,½:.-;:i?.C'°E~,0+1'
/' 1:,,11 J, Vc,~,/•-fl ~ ~'<?,
CARLSBAD MUNICIPAL WATER DISTRICT
P.E. NO.: __1;::i:i;::..,:i,,.:n..4--________ --#iil -, No.2401 < ~
OA TE: ::, !\ S
LICENSE EXP/RATION OA TE: __ "'9/~J~Oc,c6~06~--
ROBERT E. WOJCIK
DISTRICT ENGINEER
DATE
R.C.E. 28176
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVA L
DATE INITIAL
CITY APPROVAL
LAUREL TREE LANE (P UBLIC)
STA 6 +07 TO 8 +68.73
APPROVED L:LlNN T. PRU IM /31: .Q.J ,(-l(t.£ 1.J0&I C.,,,. ,1lopt
CITY ENGINEER PE 51274 EXPIRES 9/30/07
OWN BY-
CHKD BY:
RVWD BY:
.. JL .. it.
.Jut.
PROJECT NO .
SDP0l -01B
DRAWING NO
432-2
CMWD _____ _
I
1
021308
114'
112' Existing Ground @ <i_-
----108'
106' --
8' Water Y!le
~ ~
106'
--104,-____ @~tingCTround®'t,7
~ ----
3.5'
Cover
End of Existing Road
Pavement Per Plans of the
Improvement Plans for :
Laurel Tree Lane Apartments
See Sheet 3 of 16
Dated: 9-25-98
STA:6+ITT
ELEV: 98.11'
Existing Ground
@Ii;
1.67%
LOW POINT ELEV = 97.96
LOW POINT STA= 6+27.74
PVI STA = 6+ 30
.,., ..,. o-
PVI ELEV= 97.73
A.D. =3.67
K = 13.63
~ 50.000'VC
8 "' -;t ~
~ ;
2.00%
lilGH POINT ELEV = 99.50
HlGHPOINTSTA = 7+36.75
PVISTA=7+50
~ ~ ~ ~ ..
.t~ <µ:i
~I::
3.5'
Min. C.over
PVI ELEV = 100.13
AD.= -5.44
K = 18.37
100.000'VC
Finish Ground
~
& -g
-~
µ:i
8 + 00
~
5
~ ~ "' ' a 8 °' ! -~ ~ ""' g;: 'o + ~ 00 ~ 'o ~ 5 ~ ]
Ill "' 4
3,44%
CURB DATA STREET LAUREL TREE LANE
No. LENGTH RADIUS DELTNBRG REMARKS
1 48.69' 288.00' 09" 41 '08" AC.BERM
2 28.05' 65.00' 24°43'25" A.C.BERM
3 60.00' N05"44'50"E 6' CURB & GUITER
4 185.92' 50.00' 213"02'39" 6' CURB & GUITER
5 60.00' S38"47'30"W 6' CURB & GUITER
6 34.03' 118.00' 16"31 '2(1' 6' CURB & GUITER
7 116.17' 326.00' 20°25'01" 6' CURB & GUITER
110' 8 48.90' N05°44'50"E 6" A.C. BERM
9 15.85' 288' 3°09'10" 6"A.C.BERM
'See Sheet 3 for Profile
~~ ~ ~ 00 • s! +~
~~ J: ~ a ~µ:i
CONSTRUCT/ON NOTES & ESTIMATED QUANTITIES
NO.
1 Construct 3' Wide Curb Outlet Per SDRSD D-25
DESCRIPTION u QUANTITY
EA. 2
] $
+~ 00 • .. .,,
~~
2 Construct Asphalt Concrete Spillway Per SDRSD. D-22
Construct Concrete Thrust Block for 45° Bend Pipe Per CMWD W15
EA. 1
EA. 1
EA. I 1+00 2+00 981
96'
Existing Sewer
DWG 368-1 STA3+54
Rim elev= 103.59'
8" Water Y/le .flGL,, 375
Existing Ground @ ~ ~
j
"' 1;l 3.5' ---1ililr.Umr--
Install 8 X 8 X 8 Tee & 3-8" FLG XPJ GV Per CMWD W-16 at STA:8+37
Install Fire Hydrant Assembly per (W12) at ST A: 7 + 96.22 EA. 1
-,
6' Wide Swale
SectionD-D
Vegetated Swale Channel
Not to Scale
R/W
Horizontal Scale 1"=30'
Vertical Scale 1"=6'
R/W
10' Future Parkway -14' Future lmprovement --,_..--Existing Laurel Tree Lane= 38 Ff. wide pavement---a------10'---i--4'
,-.--10·-~---12·---i---------26'·------~
8 BASE MIN
f'--(<) g .....
5+
~ ~ ,,., ,,., ~ :;;. &l ,,., ..... N N ..... ~ 00 00 '° 00 -g., °' °' °' °'
6+00 7+00
-
IDCTSTING GROUND
@ Install 2' Air Vacuum Valve Assembly & Appurtenance Per CMWD W7
Install 2' Blow-Oft' Manual Air Release Assemblies Per CMWD W6
® Install Water End Cap & Thrust Block Per CMWD W15
9 Install 6' High Chain Link Fence Per SDRSD M-6
@ Construct 5.5' Wide Concrete Sidewalk See Section A for Details
~ Construct Wingwall per SDRSD. # D-79A w/ Rip Rap
~ Per D-40 50W x lO'L x 4.3'T I Ton w/ Type "B" Filter Fabric
,,., Install Stop Sign & Stop Pavement Marking Per Caltrans Standard Plan A24D
~ and Limit Linc in Thermo Plastic Per Caltrans Standard Plan A24E
@ Remove fuisting End Cap Assembly and Connect to Existing 8" PVC
(CL-ISO)Water Line, (HGL=375) DWG. #368-1 Station 6+ 10.00, TP=94.15'
0 Construct Drop Accesshole Per Oty of Carlsbad
STD DWG. S-2 at STA: 5 +97.45, See Sheet 3 for Details
Construct Rip Rap Energy Dissipator Per SDRSD. D-40 with No. 2 Backing 10'
Min. Length & 12' Min. Width
@ End Of Proposed Concrete SideWalk, Provide CurvcTransition From
6" Curb & Gutter to A.C. Berm, See Street Section A-A
EA. 1
EA. 1
EA. 2
L.F. 185
S.F. 2,200
EA. 2
EA. 2
L.F. 265
EA. I 1 -
C.Y 14
L.F, 598
5.5'
? AC Berm
al r (Temp) To Mate
p;.. 2%
Existing
4" AC OVER 6" AB
6" Curb & Gutter,
Type "G" per Std. Dwg. G-
2%
ISO'EA~
IN FAVOR 1/);,P.G.& .
J(,c-l l Y A P JV
?1?~040~54 PC'l
P!YI ;;99~
40\io,Wide
Concrete ~___!Y/
-r:==t>er SDRSD G-26
@ Proposed Typical One-Ramp Corner Per Caltrans 2002 Revised Dual Units Std. Plan EA
RSP A88A & General Notes for Pedestrian Ramps Per Oty of Carlsbad GS32 . 1
Construct Street Lighting Per SDRSD. E-1 EA. 1
Welded Steel Pipe Section with Thrust Walls for Slopes and Dips Per CMWD W34 EA. 1 --,
~.
REC. 8-14-1957 A:S
F/P NO.122214 IN B00~706,
PAGE5l4OFO.R. ' Bcf ~ · I iv Existing 8" PVC Gravity ~wer
1m~,ktsn1:!gor ' lr.::i'0"' /@ Proposed Road Section For Laurel Tree Lane
/
Traffic Index= 4.5
TA: +-00.00 WG# 368-1 Scale 1"=8'
Sec ~!~,8 6 f ' lo(; ·S f ~
4"PCC SIDEWALK
I ,.)~i -6
. 'l:,t;9,-;_ 0 \,, I f's/. ':; • 1 a;7.;re pull bOS
~,gs; "~1 .•10;, '
------~ ----1 ;a,,; 6 I' ----•: v :-,..S \ ® !' /J -..,,_
7
/ ...
" j
t' ~ 0:: 10.040'
~ ~~<;. "~>"11 &. -=-------._ ~ ...,,_of -...
"
Proposed Laurel Tree Lane=
Wide Pavement at Cross Section
ImtaU 6' High ----... U
Chain Link Fence q u
----
=L~~ Per SRJ)SD M-6~-,
(Sec For Location)
1 }(;::'GAJ!YA AP!V
Ex. Temp. Const. &J1mcnt
_,._.-,,-r Doc.# 2000-0123 25 r
----1¼;,,,_ ----
...,,g s,•A ----U~it/t
Future Access
Drivewa=----..
EPsring Water Linc 8" PVC
·on Per DWG. 368-1
Sht. 3 of .---...
-"D -E.xis . Water Linc 8" PVC Existing 38' Wide Sidewalli 0 ~ 0
"'
98'
Per SRDSD M-6 ~ (SeePliiiFor Locat10n)1-i ~~t:::_; __ ~_~_~~=;i=~~~~~=~~=~~=~~=~~~==;~==;~:~f;~~;~.:;,----r-Connection Per DWG. 368-1 Pavement ®
Sht. 3 of 16 f c.., -.. o°' o
APIV 2-J.?~04~~_:9 P' L ;li:,'"
96'
95'
94'
Proposed
Finished
Ground
1 Existing
I Ground
92' -1-- - -
90'
88' IE= 89.64'
86'
84'
82'
Min.
ELE : 95.42'
E V: 95.16----...
______________________________ l'ropofled 8" PVC Water Line
r ,, 1 W1 tee Sleeve
'qn culvert croosing ,
Slope0.5%
Wingwall per \jiu1:' ~: i?.d~~r D-40 L=lf O'±
Wx10'Lx4.3'T I
1 Ton w/ Type "B" Filter Fabric 1
QlOO= 1,400 CFS I
Per Master Drainage & I
Storm Water Quality I
Management Plan I
~GL...• -,~ - -Q;.=I;;jj)O'"CFS_,-
UpstreamY,••= 9.79
Slope 0.5%
Bottom of Culvert
at Sewer Location ELEV: 88.70'
Proposed 8" PVC Sewer Pipe
ELEV: ±87.41'
NOTE:
Contractor to verify exact
location of Sewer Pipe
Prior to comtruction.
\
ingwallper
Std. Dwg. # D-79A
w/ Rip Rap Pad Per D-40
50'W x lO'L x 4.3'T
1 Ton w/ Type "B"
~~~L __ .,...,Fabric
QlOO= 1,400 CFS
-IE= 90.24'
Proposed 2 Sets of 12-X 4' Double
Box Culverts Per STD.DWG
D-77A&B
~----=to Replace Existing Culverts
Use Detail for
12' Span X 6' Height
PJYI 10081 .t
' Area Subj to inundation
by a HXl' Flood
'oo
IJ!upooed (j wide.
Vegetated Swale
&,,e Section "DD"
Q100= 0.97 cfs.
V 100= 2.79 ips.
Slope= 2.5%
BENCH MARK
· New Street Im vements at
Station 6-t-07 .00 Maleh Existing
Road Per Plans for the Improvement
Laurel Tree La,/e (Public).
File No. SD~ 9r-01
Sheet 3 of 16 1
Proposed o' wide
Vegetated Swale
on D"
Q100= 5.47 cfs.
V100= 4.29 fps.
Slope= 2.5%
"AS BUILT"
lh .h.~
Oty of Carlsbad, California I
March, 1994 :
See Sheet 3 for Details
• ~-1!>'-.loo(p
D[SCRIPTION:CHISFIFD"o'' IN TOP OF CURB AT EASTER! Y END
LOCATION: OF CURB RETURN IN THE SUTHEAST QUADRANT OF
INTERSECTION OF PALOMAR AIRPORT ROAD AND
R[CORO[OPASW D[L NORTE.
PE. Cf2.7't'( EXP.fZ-3/-08
Section B-B Proposed Profile at Laurel Tree Lane Road
Horizontal Scale 1"=20'
Vertical Scale 1 "=4 '
[L[VA TION: ~7=9.=6=2 ___ ~DA TUM· MSL
INSPECTOR
-
Limits Of
Grading
<••~.,, __
0
ide
Driveway
DRSDG-26
Curb Outlet Type
Per Plan 432-2
L=l3.83'
Per SDRSD D-25
Q,oo= 0. 71 cfs.
Proposed Public Road
60.0' & Utility Euement
PerT.P.M
MS 05-21
Ve ta
See Section~ Q,oo= 2.8 cfs.
Vioo= 3.63 fpo.
Slope= 2.1%
~ Public ' Easement
PerT.P.M
MS 05-21
-. ··-'
Remove Existing M-9 Barricade & Signs
Construct Acccsshole Per Qty of Carlsbad DWG S-lA
@J Install 6" PVC Sewer Lateral Per Oty of Carlsbad DWG S-7,
Sec Sheet 3 for Details
Remove Existing Culverts
EA.
EA.
EA.
EA.
Remove Existing Poles EA.
: AREAPPROXIMATE,ANDAREES71MA1EDFORPERMITl'ING
PURPOSES ONLY, AND SHOULD NOT BE USED FOR CONSTRUCl1ON BIDDING.
EXISTING EASEME✓FOR ROAD AND
UTILITY=SES RECORDED FEB UARY 2, 1961 AS
FILENO.1936 TOBEVACATED
EXISTING sjWER EASEMENT
RECORDED MAY I 1982ASFILENO. 82-139472
J-\PJV 212~040~2~
p J-l CJFIA < I
1
2
I
3
2
WATERLINE DATA LAUREL TREE LANE
No. LENGTH RADIUS DELTA/BRG REMA!lKS
<I) 97.55' 319.00' 17°31'12" 8" PVC CL-150
< '.) 92.79' --N22"16'10"E 8" PVC CL-150
< ,) 42-40' 300.00' 08°05'50" 8" PVC CL-150
<4) 30.82' -. Nl 4°10'20"E 8" PVC CL-150
( > 44.71' --N75°49'20"W 8" PVC CL-150
( :> 15.63' --N30°49'40"W B"PVCCL-150
CEN'IERLINE DATA LAUREL TREE LAM!
No. LENGTH RADIUS DELTNBRG
1 92.86' 300.00' lr44'09'
2 165.30' .. N21°42'03"E
3 0 ' 60' 100 '
SCALE : 1"=30'
Prepared by:
,LlPJV-?J-2-040~?5 . -, ..... Arca Subject to in'J"datio1
by a 100-yr bod SHAPO U RI & A SSO C I A TES
DATE
DATE INITIAL
DATE ENGINEER OF WORK
....
'
PROJECT MANAGEMENT SERVICES
ENGINEERING -INFORMATION SYSTEMS -PLANNING a · EE
16089 SAN DIEGUITO ROAD , SUITE H-104
P . 0 . BOX 676221 , RANCHO SANTA FE , CALIF. 92067
PHONE:(858)756-8340 FAX :(858)756-8344
Rl3/lSfl) II ZO 07 J/1 4/06
"""----+---+--+--+--------l I SH2EE T I CIT Y OF CA RLSB AD I SH4EETS I
ENGINEERIN G DEPARTMENT ::===='....':==========---====~
DATE INITIAL DATE INI TI AL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IMPROVEMENT PLANS FOR:
LAUREL TREE LANE ( P UBLIC)
STA 6 +07 TO 8 +68. 7 3
APPRO ~D / GL,E NN T. PRUIM s 'f • D.....t t ( ... -,
CI TY ENGINEER PE 51274 EXPIRES 9
DWN BY: ~=-PROJECT NO .
CHKD BY: J_l4-_ SDPOl-01B
RV WO BY:~
'f/zo/o&
30 o;, DATE
DRAWING NO.
432-2
CMWD ______ _
/]
1
122310
021308
(
110'
105'
100
' 95'
90'
I '; ;la~ Pwiowo No. 31)""4 -
-slit:, ~ iifl9 , -
2" ---=-----:
-1----53' 53'---+'-<-+-
'-----
E•i,ring~Widlh-~06,'---+-e-
126' iWide Ripll-of-W1y--+-t-----'
' '
Invert M,anb!B__/
Elevation: 83.93'
STA: 0+46
0+50
.. 2 QJ
~0c..Q a
1+00
' I
' --
..... ~ -
1+50
-
C
-r
t
Invert Manhole
e rnovE;d ~.tioa: S9.1'
"' -Q -
2+50
"" "-' ~ 0 E &
"-' "'"' -0 a ' CX) .2 c-.: 1J en °' CJ
a, ::;: U)
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3+00 3+50 4+00 4+50
I~ ~ I I I 11'' I i
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2+00
--------J Sewer Profile at Laurel Tree Lane
Horirontal Scale l" • 30' • •
0
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\
l!X!STING EASEMENT FOil ROAD;,,----..
Ul1LITY PURPOSES -
RECORDED Fl!BR.UAitY ~ 1961 AS
FILl!N0.19367TOBE VACATED
l!XISTINO SEWEil EASEMENT
lU!CORD£D MAY 11 , 1982 AS FILE NO. 82-13,""\L----'-==:;:=='=--:-":"'=';#,:::la==rt----:!~/,--,J~~
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PJv/ ?993
CONSTRUCTION NOTES & EST/MA TED QUANTITIES
NO. DESCTUPilON ·~
0 urop 1w , b :'e hr City al Carllbad E.A !l'JD DWG. S-2 at STA: 5+91.45
@ ... i :'e "or City al Carllbad DWG S-lA
at STA: 0+97.61 olcSTA: 3+47.53 E.A
@ 6" PVC Sewer Laterai hr City of Carllbad DWG S-7
at STA: 2+74.72 E.A
l'!UJE: OUANITl7ESARBAn'Ral'.l.W4JE; AND ARB Ef'IDIATBD FOR l'fIRMlTT1NO
PU1tlUSBS ONLY, ANDSHOUUJ NUT BE USED FDR CVNS'IRUCTION lllDOING.
2S.OOW"Jde
QUAN'ITl'Y
1
2
1
-------,._ --.--
I
•
UmillOf
Ondlaa
End ~ Pliatina
RolldPa;mnt
hrPlamald,o
hap.DY C f Plw for :
,._.,.T,eeJ..am
Apaiblmll
STA: 6+07.00 DWG# -1
See-3of16
~9-25-98
FeiMi.TC,
Ille,,• :t 98.23'
•
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Pl@?Med a.--uple
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Flood
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8" PVC @ 0 8-~%
i-{in Sewer Pipe
-',. \ \. \
\\
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6+50
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105'
95'
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7+50
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3.3 PIP[ CASING INSTALLA noN
Installation of pipe cosing and carrier pipe shall be as
described below and in accordance with the Standard Drawings
A Pipe cosing shall be installed in on open trench
type excavation.
B. Pipe casings shall be lowered onto the bedding of the
proper lines and grades called for on the Approved Plans.
C. Pipe casings shall have firm bearing along their full length,
D. Pipe cosing sections shall be bell and spigot joint
connection for PVC. PVC casing sections shall be restrained
by mechanical means or by the use of splined gaskets. Steel
cosing sections sholl be jointed by full-circumference butt
welding in the field. Steel casing shall hove all areas of
damaged coating repaired.
[_ Carrier pipe shall be pushed in to the cosing incorporating
the use of cosing spacers as described below.
F. PVC or ductile-iron carrier pipe joints shall be restrained
either by mechanical means or by use of splined gaskets.
G. Steel carrier pipe sections shall be lap joint
welded per Section 15061.
H, Upstream and downstream elevations of the carrier pipe
shall be verified prior to installing the end seals.
I. The portion of carrier pipes installed within casings shall
hove pressure, leakage, and infiltration testing completed in
accordance with Sections 15043 and 15044 prior to
installation of the end seals. 8+00
-"' \
J. The annular space between the carrier pipe and cosing
shall not be filled with any material unless otherwise
noted on the Approved Plans.
/_
/
---
/
o· 30'
SCALE: 1 "=30'
Prepared by:
60'
1'41.,,...:-~ -tr -'2.NI~
100'
SHAPOURI&: ASSOCIATES
/'lt.0/E CT JIA.NAG•1t•N T SEif.Vi CES
ENGINEERING . I NFORMATION SYSTEMS . /'LANNING
EE
16019 SAN DIEGU/TO ROAD , SUITE H-1/N
I'. 0 . BOX 6 7 6221 , RAN CHO SA NTA FE , CALIF. 9 2 067
/'HONE : (158 ) 756-1 340 FAX : (1 51) 756 -8344
J/14 06 --'----j------l---+--+---I I SH3EET I CIT Y OF CARLSBAD I SH4EETS I
ENGINEERING DEPARTMENT :=:=:::'...'.:::==========:::'...'.:::=~ IMPRO VEMENT PLANS FOR:
LAUREL TR EE LA NE (PUBLIC)
STA: 6+07 TO 8 +68.73
PRDJECT NO.
SDPOl -01B
DRAWING NO.
4 32-2
CMWD _____ _ .,
I -~•
-
EROSION CONTROL NOTES
1. INCASEEMERGENCYWORKISRBQUIRED,CONI'ACT _________ AT (_J-_-_
(PHONE NUMBER)
2. EQUIPMENTANDWORKERSFOREMERGENCYWORKSHALLBE MADE AVAlLABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCITON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED W11HOUT THE APPROVAL
OF THE ENGINBBRING INSPECTOR.
4. THE CONTRACTOR SHALL RESJORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACITON OF THE CITYENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADDITTONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUB TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WIHCH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITTON.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENI'(40%).SILTAND01HERDEBRISSHALLBEREMOVEDAFTEREACHRAINFALL
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOUID GERMINATION OF HYDROSEEDED SWPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SWPES (~ COVERAGE) PRIOR TO NOVEMBER 15, THE SWPES SHALL BE
STAB!UZBD BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECITON 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PIANTING AND IRRIGATION SHALL BE
INSTAILED AND MAINTAINBD AS REQUIRED IN SECITON 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SWPES 1HAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT WA PUBUC WALL OR
STREET.
b. ALL SWPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER 1HAN 6:1 WHEN ANY OF THE FOLLOWING CONDIDONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCITON OR GENERAL
LANDSCAPING) W1TillN 60 DAYS OF ROUGH GRADING.
b. IDENIJF1ED BY THE PARKS AND RECREATION DIRECTOR AS ffiGHL Y
VISIBLE TO THE PUBUC.
c. HA VE ANY SPECIAL CONDIDON IDENIJF1ED BY THE CITY ENGINEER
1HAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SWPES 1HAT ARE GRADED 6:1 OR STEEPER AND 1HAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF WW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER 1HAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF WW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SWPED I.E.SS 1HAN 6:1 SHALL BE IRRIGATED AS APPROVBD BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVEWPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATIONSHAILMAINTAINTHEMOISTURELEVELOFTHESOILATTHE
OPTIMUM LEVEL FOR THE GROW11-l OF THE HYDROSEEDED GROW11-l.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEEDMIXSHALLCONSISTOFNOLESS1HAN:
a. 10 lbs. PER ACRE OF ROSE CLOVER
b. 10 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF JHIS SUBSECITON MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBUC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF 1HIS SUBSECITON MUST BE INOCUIATED WITH A NITROGEN
FIXING BACTERIA AND APPLIBD DRY EITHER BY DRILUNG OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPF.NED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHBD TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYIO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS 1HAN 2<XXJ lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAUUCALLY APPL/BO FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SWPE BY MECHANICALLY PUNCHING NO LESS 1HAN 50% OF
THE STRAW INIO THE SOIL
3. FERTIL/ZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-(), WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TOHYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BEPLANIEDBY ANY ORA COMBINATION OF:
a. TRACKWALKINGSWPESSTEEPER 1HAN6:1
b. HARROWINGAREAS6:1 ORFLATTER 1HATARESUFFICIENILYFRIABLE.
c. RIPPING AREAS 1HAT WUL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDIDONING THE SOILS SO 1HAT IT IS SUITABLE FOR PIANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THEADDIDON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDIDONS FOR GROW11-l.
E. HYDROSEEDED AREAS SHALL BE MAINTAINBD TO PROVIDE A VIGOROUS GROW11-l UNTIL
THE PROJECT IS PBRMANBNTL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
r-CF/USH[D ROCK TD Bf 2·• MINUS
/1 FIL T[R FABRIC ORIGINAL
C)o 1 GRAO[
12'" MIN. UNLESS OTH[RWIS[
SP[C/Fl[D BY A SOILS [NGIN[[R
SECTION B-B
NTS
/ CRUSH[D ROCK TO Bf 2 .. MINUS
/ CORRUGATED 5T[[L PAN[LS
/ 1 ORIGINAL
LO......,_cr _.,_7' X,--'l..':,1~~1_::'f '±'/-L':'; :2;\' i;~ ::J,~ f~~~\~-B::":7' ::,:~" 2.-'7:\r..~ GR AD[
12 .. MIN. UNL [SS OT~[RWIS[
SP[CIFl[D BY A SOILS [NGIN[[R
\
\_FIL T£R FABRIC
NOT[
SECTION A-A
NTS
CONSTRUCT SfDIM[NT BARRl[R
AND CH ANN[L/Z[ RUNOFF TO
S[DIM[NT TRAPPING DfVICf
I
/ 1 ~ / >-/ 0
~ 1/
a /
<,: / C)
A ~
Q
a
's:
<,:
Q
\.:J ,c
"" ln >c
CJ
1/ I-
--
24'MIN
S[DIM[NT TRAPP/NG
DfVICf
CORRUGATED STf[L PAN[LS
A B
-I
10· MIN OR AS
R[OUIR[D TO
ACCOMODA T[
ANTIC/PA TED
TRAFFIC,
WHICH[V[R
IS GR[AT[R
50'MIN
OR FOUR TIM[S TH[ CIRCUMF[R[NC[
MATCH [XISITNG
GRAD[
OF TH[ LARG[ST CONSTRUCTION Vf_HICL[ TIR[
WH!CH[V[R IS GRfA TfR
PLAN
NTS
STABI LIZED CONSTRUCTION ENTRA NC E/EXIT TC -1
1. S[T POSTS ANO [XCAVA T[ A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM ANO
ALONG TH[ UN[ OF POSTS.
J ATTACH TH[ FIL T[R FABRIC TO
TH[ WIR[ F[NC[ ANO [XT[NO IT
INTO TH[ TR[NCH
2. STAPLE WIR[ FENCING TO
TH[ POSTS.
4 IN (10 CM)
4 BACKFILL ANO COMPACT TH[
[XCA VA TED SOIL
I
----
IN FAVOR )l,D.G.&E.
REC. 8-14-1937 AS
F/P NO.122214 IN BOO!Wi706,
PAGE 514 OF 0.R.
1.50'~
' ' Area Su · to inundation
Uf(r::GA J;Jl;:J APJV
?j_?-OLJ0-56
----
\
------------
-
Existing 38' Wide
Pavement
Propooed 6' wide
.S tated Swal,,,,e';;----...
Section "DD"
1"= 0.97 els.
, .. = 2. 79 fps. I
Slope= 2.5%
loo i 2;
ROVIDE STII.JI.IUZED CON:UCTION
ACCESS PER CITY STANDARD TC-1
p::--·~:+--J
by a 100: F1ood
}(PLL Y APJ'✓
1?-040-64 PDL D
PJ\1/ ?99.c:
Existing S.M.H #2 I
STA:6+62.85
Estimated Location
PerDWG2B-7
Rim elev=98.l'
\ I
AY
Limits Of
Grading
,00 -//s
0 /.
·-
Wingwall per
Std. Dwg. # D-79A
w/ · RapPadPer~
50'W X l< 4.3'T
1 Ton w/ 1ype "B"
Ftlter Fabric
CONSTRUCTION STAGING
AND MATER!ALS'IORAGE ~ Trail per
DWG432-2B
~ r"'"'s
, ' ' -' ' ' -, , PROVIDE TEMPORARY SILT FENCE '
~.::---"PiPROTECTION DURING CONSTRUCTION
,JJPJV ?1_?-040-59
PJ\1/ 15661
GRA V[L BAGS OVERLAP
ONTO CURB )
3 (0.9 M) MIN.
RUNOFF
CAP B[TW[[N BAGS
ACTS AS SPILLWAY
THR[[ LA Y[RS OF GR A V[L BA GS
WITH [NOS OVERLAPPED
GRAVEL BAGS
BENCH MARK
D[SCRIPTION:CHISfi rn·o· w TOP Of CURB AT EAS1fRL y £ND
LOCATION: OF CURB RETURN IN TH[ SUTH[AST QUADRANT OF
INT[RSECnON or PALOMAR AIRPORT ROAD AND
R[CORD[Q;PAS[O DEL NORTE.
ELEVA T/ON: 79.62 DATUM: MSL
I I
I /I
LLLLLLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLL
I ®-I
@===@
F FR I
F ·-.. J
I . n,-f-~~~~~Propj;,ied&wide
· New Sum ements at
Statioo 6-t-07 .00 Match Exisring
Road Per ~ f-or the Improvement Laurel Tree (Public).
File No. SDP -01
si-t 3 of 16
APIV ?1?-;D-40-50
LE GEND
Indicates 2' Interval
Finished Surface
Indicates 2' Interval Existing
Surface Per Aerial Topographic
Survey f--------------l
Stabilized Construction
Entraoce, TC-I ----+1--+Ex Sin PVC I
Gravel Bags, SE-<i ----+l-w Sin PVC I
Construction Staging
and Material Storage
Area
Propooed 3' Wide Curll Outlet
See SDRSD D-25
Propooed Vegetated Swale
Fiber Roll, SE-5
Area Subject to inundation
by a 100-yr Flood
I '. : . : · · ·. I
I I
& I
E I
ege
See Section "DD" o, ... = s.47 e1s. v..... 4.29 fpo.
Slope z 2.5%
Bonded Fiber
Matrix, EC-7
Silt Fence, SE-I
Eli-ting Sewer Lines
Emling Water Line
Proposed 15' Wide
Cross Gutter Per
SDRSD G-13
Rip Rap Pad
SDRSD~
50'W x IO'L x 4.3'T
1 Ton w/ Filter Fabric
Indicates 6' Height
Chain Fence
SDRSDM6
Indicates Limits
of Grading
.... , ,,~,.,-.,
---..!. ' --· '' -. ---' ' ___ ..... ,,
""" ,,
Area Subject to inljJl<llali<m '~~
by a 100-yr
,, ....
'
IN THE CITY OF CARLSBAD, CALIFORNIA
STORMWATERPOLLUTION
PRE VENTION PLAN
o· 30' 60' 100·
SCALE: 1 "=30'
Prepared by:
S H A PO U R I & AS SO C I A T ES
PROJECT Jl.ANAGEAIENT SERVICES
ENGINEERING -INFORMATION SYSTEMS -PLANNING
EB
16089 SAN DIEGUITO ROAD • SUITE H-104
P . 0. BOX 676221 , RANCHO SANTA FE, CALIF. 92067
PHONE:(858)756-8340 FAX :(858)756-8344
REJAS=:> II o 07 03/7 4/06
:===:::;===:~~~~!~£~~~3===3===:===:==~rr1~S~H4EiETfl1~7C~IifiT~Y....;::::7-0~F~=;-C~A~~R~L~S~B~-A~D~~l~S~H4E~ET~sl"11 ENG INEERING DEPARTMENT ~=="==========-====~ IMPROVEMENT PLANS FOR:
"AS BUILT'
/h. 4 .~ /-~-'Z.00'8
p,E.C5°2.7~'f EXP. /t-3/-of DAlE
R:~:?'/}/ ~ :z../,.,/4y:
INSPE CTOR DAlE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INI TIAL
OlHER APPROVAL CI TY APPROVAL
LAUREL TREE LANE (PUBLIC)
STA: 6 +07 TO 8+68. 73
APPROVED GLENJ T. PR UI M
i]y, 0 J ~ .. 9/z,./09
~ I CITY ENGI NEER PE 51274 EXPIRES 9 30 Ol DATE
DWN BY: CHKD BY:~ RVWO BY:~
PROJECT NO.
SDPOl-018
DRAWING NO.
432-2
CMWD ______ _
-
I
l
021308
'