HomeMy WebLinkAboutDWG 483-2A; CT 13-06; LA COSTA VILLAS; 01-09GRADING NOTES:
{IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD
MUNICIPAL CODE)
1. THIS PLNJ SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE DEVELOPER OR
ENGINEER-OF -WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS
AND 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 CERTIFICATE
OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED
NAMING THE CITY OF CARLSBAD AS ADDITIONAL INSURED ON THE PERMITTEE'S
POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE
OF LIAB ILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A
RATING OF "A-" OR BETTER AND A SIZE CATAGORY OF CLASS VII OR BETTER AS
ESTABLISHED BY "BESTS" KEY RATING GUIDE,
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE THE PUBLIC RIGHT-OF-WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPOPRIATE AGENIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S
PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN
ISSUED.
8. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT WRITTEN APPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPOPRIATE
SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL D.RAWINGS SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE 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. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: {A) SUMMARY SHEET, (BJ LABORATORY WORK SHEET AND (CJ 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 THE COMPLETION OF FIELD TEST.
13. A SOILS COMAPCTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS
REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED
GRADING SHALL BE DONE UNDER THE DIRECTION Of A PROFESSIONAL
ENGINEER OF THE STATE 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
SPECIFICATIONS AND THE "EARTH WORK SPECIFICATIONS" ATTAHCED TO THE
PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE
SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A
PRE-CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760)
438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING OF
CONSTRUSTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT
INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRE-CONSTRUCTION
MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE
MEETING.
15. ALL INSPECTION REQUEST OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL
BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INS PECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 PM ON
THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE
NEXT WORKDAY UNLESS YOU REQUEST OTHERWISE. REQUEST MADE AFTER 2:00
PM WILL BE SCHEDULED FOR TWO (2) FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
AND REGULATIONS.
17. THE CONTRACYOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY
SUBMIHING A DETAILED PLAN TO THE CITY ENGINEER AND/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
OR DURING PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL
TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY
ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN
VERIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE.
THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE
CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE
SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
I 9. IF ANY ARCHAEOLOGICAL RESORCES ARE DISCOVERED WITHIN ANY WORK
AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND
THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR ORPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER
ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN
7:00 AM AND 6:00 PM EACH DAY, MONDAY THRU FRIDAY AND NO EARTH
MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR
HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE ATTHE ENGINEERING
DEPARTMENT COUNTER)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO (2) FULL WORKING DAYS PRIOR TO
BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE
HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23, BRUSH SHALL BEREMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES
ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING
OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL PLANS SHALL BE AS SHOWN AND
APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER DEBRIS SHALL BE REMOVED AND
DISPOSED OF AT A SITE APPROVED BY THE CITY ENGINEER.
----.--·. ·---~---
GRADING NOTES (CONT.):
27. ALL SLOPES SHALL BE IRRIGATED, STABLIZED, PLANTED AND/OR
HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS
BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS
AS REQUIRED BY THE CITY LANDSCAPING MANUAL, THE LAN DSCAP ING
PLANS FOR THIS PROJECT, DRAWING No, 483-2L, AND/OR AS DIRECTED
BY THE CITY ENGINEER OR PLANNING DIRECTOR.
GRADING PLANS FOR
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL
COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN
ON BOIH THE LANDSCAPE AND IRRIGATION PLANS AND THE
IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDENCE
WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION IT SHALL BE REMOVED WITHIN TWENTY FEET OF
BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY
COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH
CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
LA COSTA VILLAS
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
FACILITIES {ABOVE GROUND AND UNDER GROUND) WITHIN THE
PROJECT SITE SUFFICIENTLY AHEAD OF THE GRADING TO PERMIT THE
REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL
LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
32. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANIES (SEE
BELOW) AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO STARTING
GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK
WITH THE COMPANY REPRESENTATIVE. . .. UNDERGROUND ALERT SERVICE (800) 422-4133 ... SDG&E (800) 660-7343 ... PACIFIC BELL (800) 892-0123 ... TIME WARNER CABLE (7 60) 438-77 41 ... COX COMMUNICATION (760) 806-9809 ... CITY OF CARLSBAD (STREET & STORM DRAIN) (7 60) 434-2980 ... 'CITY OF CARLSBAD
(SEWER, WATER & RECLAIMED WATER) (7 60) 438-2722 . .. 'SAN DIEGU ITO WATER DISTRICT (760) 633-2650 ... 'LEUCADIA WASTEWATER DISTRICT (760) 753-0155 ... 'VALLECITOS WATER DISTRICT (7 60) 7 44-0460 ... 'OLIVENHAIN WATER DISTRICT (760) 753-6466 ... 'BUENA SANITATION DISTRICT (7 60) 726-1340
'AS APPROPRIATE
33. PERMIT COMPLIANCE REQUIREMENTS:
A) FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL
ENGINEER, SOILS ENGINEER AND/OR GEOLOGIST TO GIVE
TECHNICAL ADVISE, OBSERVE AND CONTROL THE
WORK IN PROGRESS {15.16.120 A,8} CARLSBAD MUNICIPAL CODE
BJ PRIOR TO FINAL APPROVAL OF THE GRADING PERMIT-THE
FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER
VIA THE PROJECT INSPECTOR (15.16.120 A, IO} CARLSBAD
MUNICIPAL CODE.
I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING
ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE
PLANTING AND IRRIGATION ARE INSTALLED IN
CONFORMANCE WITH THE CITY CODE AND THE APPROVED
PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY
ENGINEERING DEPARTMENT)
2) AS-BUILT GRADING PLANS
3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT TO
THE EXPANSIVE QUALITY OF THE SOIL AND SUMMARIES OF
FIELD AND LABORATORY TEST, THE REPORT SHAL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE
PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO.
4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY
34. UNLESS A GRADING PERMIT FOR THE PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE
REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL
BE REQUIRED FOR SUCH RECHECK.
35. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION
UPDATE REPORT DATED JULY 7, 2004, SECOND UPDATE "PRELIMINARY
GEOTECHNICAL INVESTIGATION REPORT DATED JUNE 5, 2012,
ADDENDUM GEOTECHNICAL PLAN REVIEW DATED SEPTEMBER 9, 2014
AND ADDENDUM SOUTHERN PROPERTY MARGINS HILLSIDE TOE
RETAINING WALLS, PROPOSED LA COSTA VILLAS DEVELOPMENT DATED
NOVEMBER 17, 2014 SHALL BE CONSIDERED AS PART OF THE GRADING
PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATION CONTAINED IN SAID SOILS
REPORT.
SOILS ENGINEER'S CERT/FICA TE
I, SEYED. SAMSAM SHARIAT, A REGISTERED GEOTECHNICAL ENGINEER OF
IHE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SO ILS MECHANICS, HEREBY CERTIFY THAT A STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION ON THE DATES OF SEPTEMBER 6, 2014 THRU SEPTEMBER 9, 2014.
TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH MY ~;;-_
RECOMMENDATIONS HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY i~
ENGINEER. S J).MS441 J' <'.)~,
. ~ o/~
SMS GEOTECHNICAL SOLUTIONS, INC. ,CJ (;} 2885 ~ M
1645 s. RANCHO SANTA FE ROAD, SUITE 208 ,1:" G:i 12/31/14 ,;: ISB
SAN MARCOS, CALIFORNIA 92075 -1( u1 E,p. -, *
(760) 761-0799 JI G'~ e,+'
/ . __ 1 . 'f /' 0 T[c r\l'\ ~'<'
,. I (?) -t , ·--,. ") --(;' Op C/>.'1..\'<0~
SIGNEDq'/,~.___.....c _ ___/ DATE: / 2. -3 -f 4
6£ 1).8'.E. NO.:,,l-l __,,,:2=&8.=5~-----
REGISTRATION EXPIRATION DATE:
OWNERS CERT/FICA TE
I (WE) HEREBY CERTIFY THAT THE REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETINED TO SUPERVISE OVER-ALL GRADING ACTIVITY
AND ADVISE ON THE COMAPCTION STABILITY OF THE SITE.
MBM DEVELOPMENT. INC
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
PHOTOMETRIC METHODS BY GROUND CONTROL SET IN 2003 BY
MASSON & ASSOC., INC AND FLOWN IN 2004 BY SAN-LO AERIAL
SURVEYS AND WAS UPDATED BASED ON THE FIELD SURVEY IN
2013 BY SURVEYOR KARL CEBE
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
ASSESSORS PARCEL No.: 216-300-04-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
CALIFORNIA COORDINATE No. 1977-6256
LEGAL DESCRIPTION:
LOT 401 OF LA COSTA SOUTH UNIT NO. 5, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 6600, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
MARCH 10, 1970.
BENCH MARK
DESCRIPTION: CLSB-020 ROD DRIVEN TO REFUSAL W/ CAP
MK'D L.S. 6215
LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIDE OF
LA COSTA AVENUE
220 FEET WEST OF ROMERIA STREET
RECORDED: R.O.S. 17271
ELEVATION: _ __,_IO-,c4"".2""5'-----~DATUM: N.G.V.D. OF 1929
EARTHWORK QUANTITIES
CUT:
FILL:
IMPORT:
951 CY
120 CY
VICINITY MAP
CITY OF OCEANSIDE
OWNER
MBM DEVELOPMENT, INC.
1603 LAKE DRIVE
7&
LOT 401
GIBRALTAR ST.
APN 216-300-04-00
NOTTO
SCALE
CITY OF VISTA
EXPORT:
TOTAL
0 CY
831 CY
951 CY
CARDIFF, CA. 92007 n
s1GNED:-"'M-'-'1 __ ~'"''""·-v-•,..• ____ DATE: ,-z.1,1.( \4
REMEDIAL 774CY
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION ~703 OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND TIIAT 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.
ACE CIVIL ENGINEERING
CONSULTING ENGINEERS
7668 EL CAMINO REAL #104-463
CARLSBAD, CA 92009
661,260.3422
,._ 0
BY: r),.,,.-; , ,,,.,-n...,~ ~
MIKE M. MASSOODNIA
R.C.E. NO.: 40922
REGISTRATION EXPIRATION DATE: MARCH, 2015
DEVELOPER
RANCHO FARMS CONSTRUCTION
MAJID MORTAZAVI
1603 LAKE DRIVE
CARDIFF, CA. 92007
(858) 603-1763
INDEX OF SHEETS
I. COVER SHEET -WORK TO BE DONE, LEGEND, NOTES.
2. CONTINUED NOTES
3. GRADING PLAN
4. SECTIONS
5. DRAINAGE PLAN
6, DETAILS
7. DETENTION BASIN DETAILS _____,
..--....~_.____._~ --1<=. ) Rt'r"Al Nll'iC: WALL ·t>~Till!.S /fl'ID N'OT f.S _S
ft.E,-AlN1rlQ w,ttl '0.ETiHL.S _/ -.....-....______.._..~.
CIVIL ENGINEER .&
ACE CIVIL ENGINEERING
CONSULTING ENGINEERS
7668 EL CAMINO REAL# I 04-463
CARLSBAD, CA 92009
(661 I 260-3422
LEUCADIA WASTEWATER DISTRICT
PUBLIC SEWER SYSTEM APPROVAL . 6 APPROVED BY: LWD DISTRICT ENGINEER /,
,tlf.>¼J(~ 26s1f:_ l'?f(t t'/: STE HEN □EERIN~ RCE oAE 1 ft
.PttoEJr-ii..1,, ,)-
FIRM EXP1DAlE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING. ORAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING
OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT
GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND
THE CITY STANDARDS, SPECIFICATIONS, REQUIRMENTS, RESOLUTIONS AND ORDINANCES
CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. CIIY OF CARLSBAD PLANNING COMMISSION RESOLUTIONS NOS. 7052 DATE;D 6/24/2014
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY SMS GEOTECHNICAL SOLUTIONS, INC.
1645 S. RANCHO SAN TA FE RD,, STE 208,
SAN MARCOS, CA 7 60-7 61-0799
DATED: NOVEMBER 17, 2014 ~ ,;;e,n, G\, t~l•t
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED: _._N.,,/A_.,. __ _
AND COASTAL PERMIT #: N/A DATED: N/A.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED: _N~/A ____ _
10. TIER 2 STORM WATER POLLUTION PREVENTION PLAN PREPARED BY: SW14-309
11. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION {CASQUA), STORM WATER BEST
MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA DEPT. OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
LEGEND
DESCRIPTION
PROPERTY LINE
6" CURB
PERVIOUS DRIVEWAY
NEW CONCRETE WALKWAYS
DWG. NO.
SDRSD G-1
SYMBOL
p L
QUANTITY
150 Lf
3,080 SF
1.070 sf
4" PVC SEWER SDR-35 {PRIVATE)
4" PVC SEWER LATERAL (PRIVATE)
LWDS-17,S-18 ----(S)----{I) 160 LF
~-~WER CLEANOUT (PRIVATE)
EXISTING SEWER MAIN
EXISTING SEWER LATERAL
EXISTING WATER MAIN
TRENCH RESURFACING
LWDS-17,S-18 (L)~ 8
LWD S-8, S-9, S-25 (S)--~ 1
~
- --(S)-- -
-·-(ESL)-·-
CMWD 169-4 -----{W)-- - -
CITY STD. GS-25,26,27,28 ~ 200 SF
I" IRRIGATION SERVICE
I" METER UNIT I -8
FIRE SERVICE W /DDCV
PAD ELEVATION
FINISH FLOOR ELEVATION
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING CONCRETE DITCH
CMWDW-3
CMWDW-3A
CMWD W-22
DETAIL C/6
6" & 8" HDPE HANCORE SURLOCK STORM
DRAIN {PRIVATE)
12" TRENCH DRAIN
18" Xl8" CATCH BASIN@ DETENTION BASIN DETAIL E/7
2-4" HDPE dia. W/18" X18" CATCH BASIN DETAIL F/6
12" Xl2" CATCH BASIN LANDSCAPING
12" Xl2" CATCH BASIN AT WALKWAYS
4" dia LANDSCAPE DRAINAGE
DETAIL D/6
DETAIL J/6
DETAIL B/6
GRADED SLOPES ~-
SITE RETAINING WALL PER SHEET 8 /l,\ (DE)'~~:0
SITE RETAINING WALL SDRSD C-2 & C-3
BUILDING RETAINING WALLS (NOT PART OF
GRAD/NG PERMIT/ (BUILDING RETAINING
WALLS ARE PERMITTED UNDER THE BUILD/NG
PERMIT
CURB OUTLET
EXISTING SIDEWALK REMOVAL AND
NEW DRIVEWAY
PERFORATED PIPE
SDRSD DWG D-25
SDRSD G-14F
I SH1EET I
FG 96.92
FF 97.42
-· -· '••··(102) .. -·"
93 __ _
- - -
[]
□
11111
□
0 y y y
270 LF
. I
5
3
2
f~.J.JJ.• ... t.1111,P.JU:f 1702 SF =-1 M M M 694SF
-c::_r-,,-..,---.._,-,~
( :p::.t<=,m:•.!Fl~Zll"'f 155 LF . ....._____ __ '--""---'·
.1),
=(l!I : : I 35LF
I 85 SF-
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
LA COSTA VILLAS
TITLE SHEET
1608 LAKE DRIVE
CARDIFF, CA. 92007
~UILT" i'Jii;, 1, -CITY OF CARLSBAD FIRE DEPARTMENT ~ho/un.1 0'3-!'1-2< 15/f'". /\\ KE.VISE '6v.,l1)11'1G _F<CrPtlNT I ·-<.•2$•1< -::J,I.
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(858) 603-1763 Q ';l:1 '1-i'I sq 7 ""Ii,, t 1<>1-'?, REQUIREMENTS: RE.Vt1!o"E RE Tr\ 1N,N(; ,,.,,, U.5 APPROVED=/1, f/0' 1-JASON S. GELDERT
SIGNED: __.Ll.._., =-c~--~=-~-;:~;~ ___ DATE 1 ?_/ 5µ.fi
EXP. DATE .A---~£:T')IIN"INC WALL on·..tu. 'v .. c' A ,.; , I ~i I JI ,2,,2.,11..f
NO. OF F.H.(S) F.FLOW G.P.M. OUT OF __ F.H.(S). .fl OPEO s~ e.~ ·r 'j Ri: TAH1h{.;-WA-\.\. r,e·rAJ!C ENGINEERlpr{G MANAGER REC 63912 EXPIRES 9/30/16 DATE --RE1~ Jf~!li• BLDG. SPRINKLED: YES F.FLOW G.P.M. /1\ .le.v1<:E ?RIVA'!'S sroRM -ORAIN DWN BY:
I
PROJECT NO.
I
DRAWING NO. \ --,fl LJ4,. DA."E INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 13-06 483-2A ~-REVISION DESCRIPTION
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: INSPECTOR FIRE MARSHAL DATE
\
'i
\
·----~--
r '15 '\ . ' '
,
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROl'ESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY 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 FOUNDATIONS WILL BE
ALLOWED. ALL LUMINAIRES 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. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 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 SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
WATER NOTES
l. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST
EDITION) VOLUMES 2 & 3.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD 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) 438-3891 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
PROVIDED -TELEPHONE NO. (760)438-3891.
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 DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL
METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS}.
10. ALL WATER METER BOXES SHALL BE 17" X 30" 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 FLl)SH WITH THE FINISHED SURFACE
GRADE. .·
13. 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 HEAL TH 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.
LWD SEWER GENERAL NOTES:
STANDARD SEIJl/f:R LATE:RAL NOTES.FOR MINOR GRADING PLANS
1. LWO APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT,
PRIVATE: ENGINS:ER OF WORK., OR COl'ITRACTOR FROM RESPONSIBILITY
FOF\ THE CORRECTION OF ERRORS ANP QMI$SIONS DISCOVER.ED DURING OR
AFTERCONSTRUCTION.
2.1\LL bi;$IGN, MATERIALS, AND CONSTRUCTION WORK SHALL.CONFORM TO THE
Li:liCADiAWAST)S.VI/ATER DISTRICT 1.WD Si;WERST(INDARDS AND TO THE
REQUIREMENTSQF THE ST_AND(IRD.SPECIFICATIQNS FORPiJBUC l",ORKS
CONSTRUCTION (.GREENBOOK)AND THE REGIONAL STANDARD DRAWINOS, MOST
CURREl':ff EOITIONS. IN THE EVENT OF CONFLICTTHELVVD SEWER STANOAAOS
GOVERN
'.J OSHA $AE9TY ORDERS AND OSHA GQNFINED SPACE; ENTRY REQUIREMENTS
SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR $HALL HAVE A CQP'f OF Ttl.E DOCUMENTS SP6CIFIED IN
SEW~RNOTES 2 & :l ON THE )OBSITE AT ALL TlfAES,
o. Tf-1.E CONTRACTOR SHALL GUARANT!,E All WORK FORA PERIOD OF ONE Yi:AR
t~ITi~!~~~%<~~~~EP7~~~::tc"'.~~:~ vt~tJ1~t;:~~o 10R
MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPE,NSE WHATSOEVERTO LWO ..
6 Pg(OR TO BEGINNING. SEWER WORK, CONTRACTOR SHALL .SJ;;CUREA LWD
PEf<l/1IT FOR CONSTRIJCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS
NOTICE TO·LWD PRIOR TO CONSTRUCTION.
7. APPRO\IAL OF THIS PLAN BY LWD .PQES NOT CONSTITUTE A REPRE'.SENTATION
OF THE ACCURACY OF THE LOCATIOt-1 Of, OR HIE EXISTEN<;E OR NON
EXISTENCE OF,ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHlt-1 THE
LIMITS OF THIS PROJECT.
8 .. ALL REVlglONS IQ DRAV'IINGS SHA.LL BE APPROVED BY THE LWD DISTRICT
ENGINEER IN WRITING PRIOR TO CONSTRUCTION.
ij. CQNNECTIQNS TO EJ;ISTINO SEWER PIPE OR MANHOLES SHALL ONLY BE DO.NE
INTHE DIRECT PRESENCEOFTHELWD INSPECTOR. NEW SEWER SHALLNOT BE
CONNECTED OR ALLOWED TO FlOW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCJc OF ALL UPSTREAM WORK 8Y THE LWD INSPECTOR, OR AS
APPROVED BY DISTRICT ENGINEER.
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE
SEWER /MIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS.
1tA2·INCH.H.IGH "S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL
LOCATION BY THE CONTRACTOR·.
12, A1.0 Q/')G.E SHIELDE;P COPPER V\!lflE $HALL BE BURIED QVER EACH LATERAL
THE V'IIRE Sf\A,LL EXTENP UP 10 /\2" .COPPER TAG TIEO AND SOLDERED TO THE
WIRE. Tl-jE; TAG OVER THE SEWER MAlN SIJALL TERMINATE 6." ABOVE PAVING
SUBGRADE WllH FINAL LOCATION JUST BE!,OW PAVING. THE TAG OVER THE
CUSTOMER ENO OF THE LArERAL SHALL EXTEND AOOVE GRADE UNTIL
CONNECTED ANO SHALL THEREAFTER. SE BURIED AT THE POINT OF
CONNECTION.
13. ALL LATERALS SHALL SE CONSTRUCTEO CLEAR OF DRIVEWAYS.
14. ALJ.S~WER$AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW
PR!2SSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS
EXPENSE PRIOR TO CDNSID.ERATIQNfOR FIWILACCE.PTANCE BY. !..WO. AIR TEST
SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES ANO UTILITY
LATERALS.
15. A.LL SEWERS AND LATE:RALSSHAJ;L BE IN PLAClci AND SHALL HAVE FINAL
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING.
16. ALL.NEW C:ONt-lECTION.STO EXISTING SEWER SHALL BE MADE TO EXISTING
WYES, MADE WJTH GASKETED PVC SADDLE WYE, OR SHALL BE MADE 6Y
IN<iTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW Ml'NIJFACTIJRED
WYES, STANDARD BELL AND SPIGOT OR PLAIN END WIES AND PLAIN END PIPE
SPOOLS MATCHING THEADJACE'NT
17.EXISJING PIPE MAYBE USED FOl"l. lNSERTINQ.WYES INTOAN .EXISTINGSEl",ER.
ALL CONNECTIONS NOT MAOE TO EXJSTING WYES MUST 6E IN ACCORDANCE
WITH .LVVP. i;ITANOARD DRAWINQ S,32. IF'NECESSARY DURINGTHE LATERAL
CONNEQTION WORK, UPSTREAM FLOW IN l'HE EXJ STING SEWER SHALL BE
TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR
DISPQSALTOAl:)OWNSTREAM LW.D SEWER IN LQC(\Tlm!S WITtl SIONIFICANT
UPSTREAM FJ.OW, L\/\/D MAY REQUIFlE TEMPORARY PROVISION OF DUTYANP
BYPASS EQUIPMENT WITH FUlL-TIME MANNED MONITORING. NO Ur-I MANNED
BYPASS SHALL BE ALLOWED.
16, FOR CONNECTlON OF PLAIN END TO PLAIN END PVC SEWER., REPAI.R
COUPLINGS SHALL BE MADE OF PVOMATERIAL MEE;TING THI; SAME MATERIAL
REQlJIREMENTS ASTHE PIPE BEIN<, REPAIRED. PVC SEWER REPAIR COUPLINGS
SHALL BE RUBBER GASKETE[) WITH NO .GENTER STOP, PIPE ENOS SHALL BE
THQROI.JQHLY CLEANE.D PRIORTOJNS.TALLATION OF THE REPAIRCOUPLING(S).
~&!:!i~r~g~~!Nif~~~~gJ!iifii~A{~g~ilr,~~~i;:~
BETWEEN THE T'I\IOPLAINEND PIPE$, PVC SEWER REPAIR COUPLINGS SHALL BE.
AS MANUFACTURED BY PW PIPE OR EQUALAPPROVED BY THE LWD DISTRICT
ENGINEER.
19. PVC OR VITRIFIED CLAY PIPE (VCP}SEWER PIPEANDWYES MAY BE USED TO
TIE-IN TO EXISTl>IG VCP, FOR coN.NEC"flOl>IQR REPAIR OF PLAIN ENPVCP TO
VCPAROMAC INDlJSTRloS, INC. STYLE $01 COUPLING OR EQUALSHALL BE USt:D.
FOR CONNECTIONS OF VCP TO P\JC, A ROMAG INDUSTRJES, INC. STYLE RC 601
REOUCIJ:lG COUPLING WITH MATCHIN.0 INVERTS, OR APPROVED EQUAL, SHALL
BE USED WITH A 01\SKET RANGETO MATCH 1'JE OUTSIDE DIAMETER OF THE
PIPE ON TIJAT SIDE OF THE COUPLJNG BEING JOINEQ. THE CENTlcR RINGS SHALL
BE DUCTILE IRON PER AST.M A536, GRAQE 66-46-12 AND SHALL BE PROVIDED
WITH 16 MILS FUSION BONDED EPOXY COLOR COOED TO THE TYPE OF
<::ONNEGTiNG PIPE, GASKETS SHALL BE SBR PER ASTM 0.000 (ABll710,
<;Q;,tp<:JUl'/DED FOR WATER I\NffSE'/1/ERSERVICE. ALL NUTS AND BOLTS SHALL
BE TYPE 31e STAINLESS STEEL.
20 fl.NALAPPROVAL OF PLAN$ ~Y.DISTRl(;T ENGINEER I.S VALID FORA PERIOD
OF TIME NOTTO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF
CON.STRUCTION. IF THE ONE YEAR TJME LIMIT IS EXP!RlaD PRIOR TO STAAT OF
CON.STRUGTION THE DEVELOPERSl-ll\Ll. RESU~IT THE PLAN CHECK TO THE
DISTRICT ENGINEER FORAN UPDATED REVIEW ANO APPROVAL. ANY CHANGES
REQUIREO TO THE PLANS SHALL BE MAOEAT THE OE\IELOPERS EXPENSE ANO
APPROVED BY THE: LWD DISTRICT ENGINEER PRIOR TO THE START OF
CONSTRUCTION.
........ ~··· ··•-· .. "'-·'-,_
"AS BUILT"
~#=-P.~. :/-:l'lt"'f EXP. 't/;o/u,g
'1/wli...u
DATE
-"'
INSPECTOR f o/,TE
1-----+----+------------------j---j-------,l----+-----1 I s2ET I ci1~,N2,~G~P~T~,~~BAD W ~
1------+--+------~-----------+---+-----t----+---1 :====-'=;;:============~-'===~ ,,
. ..
3/25/2015 ( 1,,/ /., /1\ THIS SHEET REPLACES SHEET 2 APPROVED ON 12/12/2014
DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR: ' ' '
LA COSTA VILLAS
NOTES
APPROVEZD,Y ) I I ~,.,,,: ;-r---, JASON s. GELDER!
-~~'.":c'......,W:vl~,~/~,v~1.l/r:.___' ____ 3 125 • 15
CITY ENpiNEER REC 63912EXPIRES 9/30/16 DATE
OWNBY:
CHKD BY: \:f/.
RVWDBY: ~~~
PROJECT NO.
CT 13-06 I
DRAWING NO.
_ 483-2A
,
/
O ' ~-
"' G).;
O.i:., ..., 0:,
(0 (.,J
I "': )>'
.,,
_,
9500BW
FF 97.67'
PAD 97 17'
UNIT 4
FFG. 97.17'
PAD 96.67'
PR LINE
SEE RETAINING WALL
DETAIL 'A' ON SHEET #8
'--------+--1----l--1-
)
'
I ~
--------LINE OF SIGHT
._____, 'lll'.JcQ_R SOUTH
B UNDTRA
0 --
)
I I
I
j
I
', SH ET5 OR I~ RE RT
1 ST1RM RAIN I p N I
I I I
I
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SIDEWALK
I G 169-4
ii,' I ~
' I I I
--I ! i,.,--(S1'--j__
(E) LWD
SMH#10-1845
INV=96.79"
XISTING S WER LINE
I
~ '6, "' -',\
~I 1'
'
FF. 96.92'
PAD 96.42'
FF. 96.25'
PAD 95.75'
SHEET 7
8 .
~ ·-.;,
IP--... "'
UNIT2
FFG. 95.75'
PAD 95.25'
UNIT 1
FFG. 95.08'
PAD 94.58'
"\~ ~~
j( '
ti
. • -I_ •
Lll
UNT6
FFG. 5.33'
PAD .83'
FULL PORT 4";,,'
MAINLINE
BACKFLOW DEVI
#4963 ABS COMB
FULL PORT 4" t
MAINLINE
BACKFLOW DEVIC
#4963 ABS COMBO
I
U \T 5
FF . 95.08'
PA 94.58'
(E) P BLIC
SIDE ALK
I
(N) DRIVEWA PER 24'
CARLSBAD DRIV~ G-14F0, ,,;y1..,.,..,r-
(W)--7'----~-I---&• ~
(W) <O ill s ~ :5
C .NNECT TO (El PRIVAT
S1ER LATERAL PER
L S-17, S-25 tD S-3~
\ ,l
( _C~R GIBRALTA -_ STREET ---bl a:: I ~ ~ i;;
ill I
F
p
F . 95. 3'
p D
1
FF.9
AD .67'
GIBRALTAR STREET -!;, C/L FOR GIBRALTA --
I In C.L. TO L LENGTH
..
------REMEDIAL SLOPE GRADING
PER SOILS ENGINEER
REFER TO
SHEETS FOR
STORM DRAIN
PLAN
DRIVEWAY
REVISE BLD'G RE .
WALL TO MATCH
RET. WALL ON
BUILDING PLAN
109.00TW
~ SD S C 2 B
'
REFER TO
SHEETS FOR
STORM DRAIN
PLAN
108.70 TW
SDRSD C-2 _&.
I
\
\ \
I \ L .L-c-" ____ _ -
'-'
' '
~-~ '
6'CURBLINE -----, ~
INSTALL 1 EA -\ .
6" DOUBLE CHECK VALVE ASSY PER
(E) DRIVEWAY
LINE OF SIGHT
165' FOR NORTH
BOUND TRAFFIC
)
--W-22 6" FlxPJ G.V. 8"!8" X 6" TEE & T.8. ,:, ~-----l-~ ILT'
STREET ----
EXP.
I
Fl LD VERIFY EXIST WYE SIZE OF 6" DIA.
C NNECTED TO EXISTING WYE. IF FOUND WYE
IS NOT 6" DIA. THEN REMOVE AND REPLACE
Wt!rH 6" DIA. WYE PER LWD EWER GENERAL
NtjTES AND LWD STANDAR SPECIFICATIONS.
(S)--==+/J:_:cn f..;~;i\~~-~l_~_ t'ii'i-=~~~
FIRE PUt= 148.5' (S)
EXISTING 8" SEWER L
~-
E •
0
I I t
;:a,
I INSPECTOR
GRADING PLAN
SCALE: 1" = 10'..Q"
O' 2' 4' 6' 8' 10' 20' 30' 40' ~ I I I
,:n &/ teil.l -
03-25-2015 ff.#¥, 1 REVISE BUILDING FOOTPRINT
'f/wu1..1 REVISE RETA1NlNG WALL
SLOPE REMEDIAL GRADING PER SOILS ENGINEER. DATE NEW SHEET REPLACES SHEET 3 APPROVED
12-12-2014
NEW SHEET 9 ADDED
DATE INITIAL REVISION DESCRIPTION
ENGINEER OF WORK
50'
I
\
-
NOTES: NORTH SITE RETAINING WALLS ARE UNDER THIS GRADING PERMIT AND PERMITTED PER THIS PLAN
BUILDING RETAINING WALLS ARE UNDER THE BUILDING PERMIT
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
LA COSTA VILLAS
GRADING PLAN
CITY EN
OWNBY:
CHKD BY: <.f/-PROJECT NO.
CT 13-06 RV'ND BY:
JASON S. GELDERT 3,zs ,1s
DATE
DRAWING NO.
483-2A
•
043015
"' 0 S' "' N
8
F.F. 107.42'
/
F.F. 97.42'
.. ' . . . . . '
PLANTER CRIB
WALL, 3' MAX.
EX. GRD. --,
FG>c'.'.:./ ;2--
3Je'SLOPE ~I
-~-----ll~
0
PROP.
CONC. DITCH
PER D-75
RETAINING WALL PER
~-DETAILA/8
10'-0" HEIGHT
PERMITTED WITH
GRADING PERMIT
., Y / ·» ~~X RETAINING WALL , / /, ' . . 1/ / '" PERMITTED WITH
• "--/ • ""---~ THE BUILDING PERMIT •
SECTION A-A
SCALE• l/4"= l'-0"
F.F. 107.55'
12" WIDE X 3" DEEP
TROUGH SLOPE TO
~-fl+CATCH BASIN
OSED
,.
• F.F. 96_.05'
PACTED FILL ' EXISflNG GRADE
PROP. (2)4" PER DRAINAGE PLAN
ACTIVE ZONE -REFER
TO BACKFILL NOTE ON
SHEET#9
RETAINING WALL PER
DETAIL B/8. PERMITTED
WITH GRADING PERMIT
SECTION D-D
SCALE: 3/,/ = l '-0"
'" '
2%
CONNECT FOUNDATION
DRAINAGE TO BUILDING
RETAING WALL
DRAINAGE SYSTEM --..
SECTION 8-8
SCALE: l /4" = I '-0"
REFER TO DRIVEWAY DETAIL H/6
FOR ADDITIONAL INFORMATION
IT
I~
i1~111 j JI c::
·1 I 111
,.:__-_---:-: -:-"-:[!d·t:'::'.·_·~_: _11:::n1
. 1mg1millmlg
· --11 1c-=1 I 1=111
RETAINING WALL PER
' DETAIL A/8
\_ 10'-0" HEIGHT
PERMITTED WITH
GRADING PERMIT
RETAINING WALL PER ("'r--Y--.Yy-,_
DETAIL D2/9
' 10'·0" HEIGHT l PERMITTED WITH
GRADING PERMIT
EX. EASEMENT
w z
_J
Ii 0
0:: a_
·~
71"--"--"'.........C?f"--PROP. 3' HIGH
FENCE ON TOP
OF WALL
12" WIDE X 3" DEEP
TROUGH SLOPE TO
CATCH BASIN _ __,.,,+!-_
F.F. 107.13'
EX.GR
F.F. 96.13' 0
RETAINING WALL
PERMITTED UNDER
BUILDING PERMIT
PROP. 3' MAX.
SDRSD C-2
&·
100.50 TW WALL PER
BUILDING PERMrr------~
97.17FF ~ ,
--~
EX. PAD 95.5
SECTION C-C
SCALE: 1/4" = 1'-0"
VERIES BETWEEN 17'-0" TO 29'-0"
15'-0" SETBACK --------···---·------------,%
FIN. GRD.
2:1SLOPE~
EX. GRD. -....,✓-
/
2% 7'-0" TO -----< DAYLIGHT
PER SOILS
REPORT (TYP)
EX. GRD.
\_
1------+---+----~-----+------+-----1-~ ~ ~====-==========~=""r-1
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
9
"AS BUILT" ~g-e,/u,/un,1 ~}:mq EXP. '7/",Q ,2.o .... ,, DATE
03-25-2015 if ./1.
DATE INITIAL
ENGINEER OF WORK
1 DELETED NOTE NOT APPLICABLE.
REVISE RETAINING WALLS
THIS SHEET REPLACES SHEET 4 APPROVED ON 12-12-2014
NEW SHEET 9 ADDED
REVISION DESCRIPTION DATE INITIAL
OTHER APPROVAL
•25,/ 5 SS
DATE INITIAL
CITY APPROVAL
GRADING PLANS FOR:
LA COSTA VILLAS
OWN BY: r,
CHKD BY, Vr ~---RVWDBY:
SECTIONS
PROJECT NO.
CT 13-06
DRAWING NO.
483-2A
I /
' / . --~
'·
043015
--
)
I
I i I ;T
I " " " e
(2) 4" BS
@2
[
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UNIT4
UNIT 3
UNIT2
UNIT 1
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, ' T g:2,00% St'QPt: -_._ __ ; . ' ' ' ' --·_ ---i:::: =
: N ~? ~?• J4:·, E 63 9~~
'. ,· ' .
(140)------
-'rr ....
~NT6
U T5
-----
DRIVEWAY
INDICATED 12" X3"
DEPRESSION IN
SIDEWALK TO DRAIN
T CATCH BASIN
6" ABS
TYPE 'C'
@50%
LINE OF SIGHT
,ss· FOR NORTH
)
STORM DRAIN PLAN
SCALE: 1" = 10'-0"
O' 2' 4' 6' 8' 10' ~ 20'
I
30'
I
40'
I
50'
I NORTH
~ 4' ~
_., (N) DRIVEWA PER ~ ·~ w I SHgEETS I
EX/SY) Ga• s~;;;;;t;:::-:---/--/L~=f.«io~~~~"'+--CARLSBADDRIV G-14F,;:;; SIDEWALK ·11, ~,, CITY OF CARLSBAD
WATER LINE IFIE-0 ~ UNDERDRAJ ~ (' f----+----+--------------------+-----+----+----+----, '-===''-'====•N=G=l=N=•·=·l=N=G=D=E=PA=R=TM=E=N=T=====~,_ ~ ... =_~.._=j...,.=_;~'!--1' ~G (W) -~ • r
0
• -1.,----(S1 -
1
: i --t-----~-&-j-'._ __ (W)-l--t-~gii· -+--_:~-J:lll---(W)J ,--______ \.:!.w~f~r~~S:~t~l~¼E s~:F==-""""'~.~.A~S~B~U~l~L~r~·---.---.~-=-1~=~~=~~=~1=~~=~~:~~=~~=~~=~~=~~=~~=~~=~~=~~=~~=~~=~~=~~=~~=~~~t~=~~=~3;~~=~~=r~=~~=~3;~~=~3~ GRADING PLAN~:RCOST A VILLAS
-
7xiii,;s~Tl~N~G~S1W~E~R~L~IN~E4 ~~C/L~F~o~.R~G~IB;_RA~L~T~A~S~T~R~E~E~T:::::~--·-==i ==-·-=:-.: ~ ; "" [ 1f;k1~C -----,/u,124zr 3-25-2015 1 ~gg:~~~u~;~~~T:~~~~:1~,6~~~~~~s STORMDRAINPLAN
GIBRALTAR)STREET <sJ ---. ----_ "' ~ c1LFOR G1BRALTA srR_E_Er_ -·-· :c-Yl£'f EXP. ,/so/z,13, □ATE rH1ssHEETREPLAcEssHEET5APPROVEDON -----,--L-===--=1~=-==--;~R~~+~~~:~~. -12-12-2014 CITY ENG! R REC 63912 EXPIRES 9/30/16 NEW SHEET 9 ADDED
I
JASON S. GELDERT
3,z5,15
DATE
DRAW1NGNO.
483-2A
;043Q 15
i
(11 G')
0~
""" cc, U>W
I '
I
N )>
l
4" OR 6" GRATES
BY ADS PRODUCTS < ✓ <l.. 41 FINISH SURFACE
FLOW FLOW 1 DRAIN PIPE
... RISERS
t;:;· OF PAVER
DRIVE
4" OR 6" GRATES
BY ADS PRODUCTS
.A· .. /;., -, -, I 2 %>
· · ·--_~,'-,-1----,L, ----1MwlN.
·"'-· .. --~ ,·~ -.. ,,. .
_,,;._,uw
n q
•□□o □□□n
4" OR 6" DIA. PVC
OR ABS PIPE
CURB DETAIL -SDRSD G-1 A CATCH BASIN
NOTTO SCALE NOT TO SCALE
A--7
i ___ ~_L_-R/W ~~,-
1
I
I
I ...,,,,_~1.___,r
-METER BOX
(TYP)
, I l" COPPER
\ : SERVICE
FORD C84-440 ,. : ~FORD Yl 1-474
(TYP) ____ :'.'''::s.,,,_,;:·s:·I,1~-~-FORD CF31-77
2" ANGLE
METER STOP _ __,.
2"
SERVICE------I
I
I
I
I
A--..J
DETAIL Yl 1-474 MANIFOLD
NOTTO SCALE
8" C900 PVC
---W/ VALVE BOX
& COVER
·~--BACKOF
SIDEWALK
4'-6"
8" C900 PVC --+-
W / VALVE BOX
&COVER g
l" COPPER
-SERVICE
METER BOX
(TYP)
2" ANGLE ~-t-,-,..~R~---
METER STOP-~
FORD C84-440
SECTION A-A
NOTTO SCALE
"-----FORD Yl 1-474
• ...._ __ FORD CF 31-77
NOTES FOR 2" WATER SERVICE
1. INSTALL 2" COPPER SERVICE PIPE AND 2"
ANGLE METER STOP PER W-4. ANGLE
STOP SHALL BE LOCATED 12" MINIMUM
BEHIND THE SIDEWALK, 30" BELOW FINISH
GRADE. CONTRACTOR TO VERIFY GAS
LINE FOR EXACT LOCATION.
2. INSTALL MULR SERVICE WYE (Yl 1-474 OR
Y21-247) WITH BRONZE METER FLANGE
CF 31-77 AND l" COMP X MIP ADAPTER
C84-440.
3. INSTALL VALVE BOX AND COVER WITH
8" PVC WELL CASING PER W-13 OVER
ANGLE METER STOP.
4. INSTALL l" SOFT COPPER SERVICE
CONNECTION WITH l" ANGLE METER
STOP AND METER OX AND COVER PER
W-3. METER BOXES TO BE INSIDE
RIGHT-OF-WAY WITH 6" SPACING
BETWEEN BOXES.
5. INSTALL ZINC ANODE AND
CONNECTIONS PER W-15.
...
-~ 0.. 0.. WW w
·O = :: (.0 OJ
[ n □ □ □ 1"MIN. □ f7 4" OR 6" DIA. PVC
OR ABS PIPE
CRUSHED ROCK
MIN. 6" DEEP
NDS 12" SQUARE
POL YOLEFIN GRATE
W/ U.V. INHIBITORS.
"-r'@ -:=-:r~-~--,u,,--NDS 1 2" SQUARE
iw I! t,::! TAPERED
~ ! # 1216 POLYPROPYLENE
CATCH BASIN (RISER)
W/ U.V. INHIBITORS.
I ,-
CL
L1J
0
~I~
"'
/ I
'
I~ I
NDS 12" SQUARE
TAPERED
POLYPROPYLENE
CATCH BASIN W/
U.V. INHIBITORS.
DRILL½'° WEEP
HOLE TYPICAL
OF 4 PLACES AT
BTM CORNERS-
CATCH BASIN -LANDSCAPE APPL. D NOTTO SCALE
CURB/EDGE RESTRAINT
AS PER DETAIL 'A'
2%
5" SUB BASE COURSE l.V,," CLEAN
FRACTURED OPEN-GRADED #2
AGGREGATE --
A STEGO 15 MIL VISQUEEN WITH EDGES'
LD. OVERLAPPED 4" AND SEALED C?"
WATER SERVICE DETAIL G PRIVATE DRIVEWAY SECTION
NOTTO SCALE NOTTO SCALE
EXISTING ~----'k
F. L.
EXISTING SLOPE CONC. SWALE
NOTTO SCALE
8" 24"
F.L.
6X6 -1OX10 W.W.M.
TOP OF WALL CONC. SWALE
NOTTO SCALE
3 1 /2" BASE COURSE -3/4" WASHED
-----FRACTURED OPEN-GRADED STONE
#57 AGGREGATE
l l/2"BEDDINGCOURSE-l/4"-3/8"
-----WASHED FRACTURED OPEN-GRADED
STONE #89 AGGREGATE
----4" PERFORATED DRAIN LINE W/ MIN.
2% SLOPE TO DETENTION BASIN AND
3" OF ROCK UNDER LINE AS
INDICATED ON SHEET 3
----PRIVATESEWER
LINE VERIFY LOCATION
E
H
-~----------··
REMOVE TOP
BLOCK AT GRATE
FOR OVERFLOW
WALLAS PER
PLAN
33"
(2)4'/
ABS
CATCH BASIN -TOP OF WALL
NOTTO SCALE
20"MIN.
. 12 i" SQ. WIDTH i 4" -r-----------------------,
,,._,_,,_ ··-·· ··-··--,( I MIN,!
cv,---y--,,,---
# 1216
CATCH BASIN -PEDESTRAIN WALK
NOT TO SCALE J
t-----j----j------------+---+---t---t-----, fSHFil CITY OF CARLSBAD I SHgEETS I ~ ENGINEERING DEPARTMENT
GG~R;=;:A~D~IN~G~P;=;LA~N;=s ~Fo:;;R;=: =========1~~x~
"AS BUILT"
~if;<
;,:: ;;,;; exr. cr/50 lzo1J
<f/20/1.o1,1
DATE 3-25-2015 ./1. 1 THIS SHEET REPLACES SHEET 5 APPROVED ON
12-12-2014
ADDED SHEET 9
DATE INITIAL REVISION DESCRIPTION
INSPECTOR ENGINEER OF WORK
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LA COSTA VILLAS
DETAILS
APPROVED: JASON S. GELDERT
--~~..,..-i_~~"ll'-"_V ___ 3 ,Z,5,JS
cIrY ENGINE R REC 63912 EXPIRES 9/30/16
OWNBY:
CHKD BY: ~Jl.~-
RVWD BY:
PROJECT NO.
CT 13-06
DATE
DRAWING NO.
483-2A
·. / . ___ _____,,.
01}3015
__/
I
/
--
1 O" DRAIN BASIN W/
· SOLID COVER
BY NYLOPLAST \
/
) \ I.
~~7
I
10" DIA. ABS
PIPE
DETENTION BASIN CLEANOUT
SCALE; N.T.S.
\
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
C2
7
I I 94.33-TW
92 33_-~ I 89.50-BW
8950-B~ L·--;· c.. ~------------------·----·-----·--------·---~--
6;-:::, IL' --1 r --~No I .. . t~' ·-:-:,. I •
\.\ /iii ·1 J_ --ii.I 94.33-ffl ....-----'"'-,,i\ ~, --' -~ G ----. ,if,.,_ ··--. l I 8" A.BS -------=====----I ' 92.33-TVJ I
r·"''";:1."' ---· --------7 1---\'6 \-"""--~~-, 'D<o•" I -.;....--•
-:S-
7
---
l I .89.50-BW 89.50-BW ' '
es '\'l' D fENSI N I -
( ~~~ti\,_ ___ 8_9~ ~~=~--.J "' I
I ii, I
I
I!. T1 ·-__ _
1 \10"ABS 92.00-TW
89.50-BW TO CURB OUTLET D-25
8'-0" TO P/L 17'-0" .
DETENTION BASIN
SCALE: 3/, :' -l '-0"
94.33-TW 94.33-TW
88.00-BW EXISTING 89.50-BW
11\i'lf\[.[~~v;,~ ~-~TE GRADE / WALL TYPE C-3
rn~-~9~1.~66~T~O~G=------t----_-_-_,.,;,';L_~-------
WSL100 1 ____ .-
_. _ -¥E-Afr-=.:::_ _,. 8" ABS SEE
------------~----89.67 --18 PLAN FOR%
-88. HJ FL ;~66 ~L ·~ ~ _ ~L~P_'.: __ ..._,
=--~,= f;'mr -fili"~,,~IT:J!.l,(~Ji:~11-Jr-nJ1'1~Tr1 / -j ,, _,, ef ')~ '-l'=ll!c=L Ell[irrJ. ll;;c[J_~!fF.;I ~
~ffiWm1h1n~ffl -~lllif-~t:··w
SECTION
SCALE:½~= ·1•~0"
r-r--------------,r1.. ______ _
I
I
---LL=-==-=-=·==-===---==
FRONT ELEVATION
SCALE:½"= 1'-0"
DETENTION BASIN SECTIONS
SCALE:¼" ~ I '-0"
10" DRAIN BASIN
W/ SOLID COVER /"~'°-'
86.27
CL
◄llllllilllll---1
\
\
I
10" DIA ABS PIPE TO
CURB OUTLET D-25
I
88.12
rL
( ..
1 O" DIA ABS PIPE FROM
BASIN
B ..
D
9
c;;;:,.,::i -\. -"' 9~:;~
89.50...B I
----------~-8"ABS ------==::::::------------
,, A
DETENTION BASIN SECTION C
SCALE:¼" ~ l '-0"
91.66 TOG
------~/ __ B_9_.6_6_F_G ___ ~~·3_•;~~EBOARD
--:-~~~u/ l/ ,r---~ ~ _J :t\X 4" DIA. ·:i,; :.~· ~ ½<I~ LI_. :·. PIPE t/.~ .
~ r.•.t··•.·./ ... •.. 88. l O FS 1.··; [·.••.• i~~~~ :iE
1/,. ..•·:·'. ... /. 8 .. 8.l.2F.L .. :''.·,?: RSD-25 -;;;· _L_ "'-. i, L_L
·~-]~~-'
INLET
-~::,:;~;:.;;A~;:;;;.:.:~:.:;;-~;;,;,.· _D_E_T_E_N_T1_o_N_B_A_s_1N ____ _,1 :a
' '
>-----+---+-----------------+----+---+---+----< I SH?.ET I
~G:::R:::A::D::IN=G~P=LA=N=S=F::O::R=: ==========:::::1.;;.:~_~;(_l)I
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
9 ,,
~UILT"
~Al-..: iii, EXP. q}3n,/z,,2,?, DATE 3-25-2015 J,f.M. )I\ THIS SHEET REPLACES SHEET 7 APPROVED ON
" 12-12-2014
ADDED NEW SHEET 9
DATE !NJTIAL REVISION DESCRIPTION
INSPECTOR ENGINEER OF WORK
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LA COSTA VILLAS
DETENTION BASIN
I\
-A-PP_R_ov_E_□_, Ja,:L;.~~~//~)~'Ji~~-:t.'::1.'.11,u1,,'J,,_ ____ JAS:f,zs':°ls
CITY ENGIN.ElaR REC 63912 EXPIRES 9/30/16 DAlE
OWN BY:
CHKD BY; 4~~/. __
RVWDBY:
PROJECT NO.
CT 13-06 I DRAWING NO.
. 483-2A
\
N
(2) #5
AT TOP
4'-0" ' \ 3'-6"
7'-0" TO DA YLITE 7'-6"
(D-COMPACTED CAP SOIL AS NOTED
IN BACKFILL NOTES BELOW
#5@ 10" o/c
HORIZ.
¾"x 12" GRAVEL
\.i:;:;,;tl3++~-~WRAPPED IN
FILTER FABRIC
REFER TO
rnttlf;'----WATERPROOFING
#5
(J}-l" ROCK POURED IN PLACE (lc'=2500psi)
FOOTING (lc'=2500psi
(D-FORMATIONAL
SITE WALL -A A
SCALE: '½" = l'-0"
co
2"
#4X36"@ l ~•i O/C I, BENT AS NilED
#4 r[~--I ~--
. ,·'
2'-0" 12" 12"
4'-0''
7'-0" TO DA YLITE
2'-0" MINIMUM COMPACTED CAP SOIL AS
NOTED IN BACKFILL NOTES BELOW
COMPACTED BACKFILL SOIL AS NOTED IN
THE BACKFILL NOTES BELOW
FORMATIONAL
COMPACTED FILL WHERE OCCURS ON THE
PAD PER THE GRADING PLAN
SITE WALL -B
SCALE: ¾"= 1'-0"
4
#3@ 18" O/C
EA. DIR.
5" THICK CONCRETE SIDEWALK
0/ 4" SAND BASE
STRUCTURE SLAB ELEVATION
AND BUILDING FOUNDATION
,,--EXISTING
GRADE
¾"X 12" GRAVEL WRAPF'ED IN
FILTER FABRIC '
REFER TO WATERPROOFING
NOTES BELOW PLANS FOR
WATERPROOFING INFORMATION
4" PERFERATED PVC DRAIN LINE
(4) #5 TOP &
BOTTOM
#5@ 12" O/C
KEY REINF.
#5
SIDEWALK SHALL BE IN PLACE
AFTER THE RETAINING WALL IS
BACKFILLED AND THE FOOTING
FOR THE BUILDING FOUNDATION
IS IN PLACE.
BUILDING FOUNDATION
FOOTING TO EXTEND INTO
COMPACTED OR NATURAL SOIL
AS NOTED ON THE FOUNDATION
PLAN AND SOILS REPORT
B
#5 IN ND
.------BE~ S
_,,,-----(4)#6
#5@ 10" o/c
~~~~~~r-_HORIZ. & VERT.
REFER TO
WATERPROOFING
ll'c'c"#~=-crllil~NOTES BELOW
¾"xl2" GRAVEL
WRAPPED IN
FILTER FABRIC
2'-3"
7'-0" TO DA YLITE 2'-9" 3'-611
-(D-2'-0" MINIMUM COMPACTED CAP
SOIL AS NOTED IN BACKFILL NOTES
BELOW
(J}-l" ROCK (D-FORMATIONAL
SITE WALL -C
SCALE: '½" = 1 '-0"
¾"xl2" GRAVEL
:::.---WRAPPED IN
FILTER FABRIC
REFER TO
rntt±rr----WATERPROOFING
NOTES BELOW
BlT:'""...____#6@ 12" o/c
VERT.
4" PERFERATED
PVC DRAIN LINE
(5) #5 TOP &
._.,,,___BOTTOM
-------#5@ 14" O/C
#5@ 12" O/C (H)
POURED IN PLACE (fc'=2500psi)
FOOTING (fc'=2500psi
C
#6
@12'O/C
4'-0"
6'-6"
ITE WALL -D1
CALE: ¾"= l'-0"
.
..
12"
#6@ 12" O/C (V)
( 48" STEEL LAP)
_>--j-( 4) #5
3'-6"
2'-6"
~---------~
USE AQUADRAIN BY CETC OVER
WOOD LAGGING TO PREVENT
UNDER CUTTING UNDER THE
UPPER FOOTING (DO NOT
UNDER CUT UPPER FOOTING)
POURED IN PLACE (lc'=2500psi)
FOOTING (lc'=2500psi
D1
SITE "BACKFILLED" WALLS SHALL HAVE SELECTED SANDY GRANULAR COMPACTED SOILS WITHIN THE ACTIVE ZONE (1 :1
WEDGE BEHIND THE WALL), AS APPROVED IN THE FIELD BY THE PROJECT GEOTECHNICAL ENGINEER. SANDY SOILS
GENERATED FROM THE EXCAVATIONS OF THE SITE FORMATIONAL SANDSTONE BEDROCK (MAPPED AS Td ON THE
GEOTECHNICAL MAP BY V&M ENGINEERING REPORT DATED FEB. 20, 1991) SHOULD BE STOCKPILED AND USED FOR THIS
PURPOSE, USING SELECT GRADING TECHNIQUES. GOOD QUALITY SANDY GRANULAR D.G. TYPE IMPORT SOILS (100%
PASSING l-lNCH SIEVE, MORE THAT 50% PASSING #4 SIEVE AND LESS THAT 18% PASSING #200 SIEVE WITH EXPANSION
INDEX LESS THAN 20), MAY ALSO BE NECESSARY FOR BACKFILLED WALLS WITHIN THE ACTIVE ZONE IF CASE OF
INADEQUATE QUANTITIES OF ONSITE GENERATED SANDY SOILS AND SHOULD BE ANTICIPATED. WALL BACKFILL
MATERIALS AND COMPACTION SHOULD BE CONFIRMED BY THE PROJECT GEOTECHNICAL ENGINEER.
SAMPLES OF THE PROPOSED BACKFILL MATERIAL SHOULD BE TESTED BY SMS GEOTECHNICAL SOLUTIONS, INC. IN ORDER
TO EVALUATE THE SUITABILITY OF THE SOIL FOR THE PROPOSED USE.
RETAINING WALL WATERPROOFING
NOTES
APPLY A FILTER FABRIC AT THE
BOTTOM OF THE FOOTING AND THEN
PLACE 2 INCHES OF 1 INCH ROCK
OVER THE FABRIC (MIRAFI 140N OR
EQUIVALENT) AND A 4 INCH
PERFERATED DRAIN LINE ON TOP OF
THE ROCK WITH 8 FEET OF 1 INCH
ROCK AROUND THE DRAIN PIPE AND
WRAP THE FILTER FABRIC AROUND THE
ROCK.
MIRADRI 860-861 AND CCW 6200
PROTECTION (OR EQUIVALENT) SHALL BE
APPLIED OVER THE TOP OF THE FOOTING
AND DOWN TO THE BOTTOM OF THE
FOOTING.
SHEET t-----+---+---------------1-----+--t-----+-----, B:;., .· CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
"AS BUILT" LA COSTA VILLAS
~~ -q/u/2.0~1
PE. ws9 EXP. ~u,o/2.oz.1;; oArE
o3-2s-201 s P. 1 REVISED DETAIL 'A' ·2 ,IS ~
RETAINING WALLS DETAILS
'
PROJECT NO.
CT 13-06
DRAWING NO.
483-2A
G430l5
C :e·
00 G)
O.i::i,.
..... 00
C.Oc.,.,
I
I\)
)>
l
12".,
' . . ·. ·•
(5) @6 (H) TOP /''.°i:, , '
SITE WALL
'A' SEE
DETAILA/8~ •
•
•
• •
::'III-
M11~ 11--11
. ITII ITT;
&:. • · i n~~n
• S -----m.~~ ,cl It:
u 3; ~ _, F d111111m11 ~ ~ ( ) # @ " / v :y • ' -I<{ ~ -I--IIIr=T
FIRST 36" / ' ' · _,_. __ ,_, __ ,_. --j--'Ll• • •
ol!::1 2 5 12 oc .· co,--cc= 1,==1. ~. , .icuuo.: F =111-
WALLA/8
I", ''-.
SIMF!.\ON EPOXY 8,, 58,,
(ESR 250S) ,,.,..,·•1<:--------''1'.
,, ' ' ... WI SPECIAC'•., r (4) #6 X58"
INSPECTIO~··"' (LAP W/ 4, 6 HORIZ.} ,i._TOW -s;·; IT n..z ~ ( H) ~•. ' V1 'i -.... -.... ~ v, ,_J.11--11
-· •· · #6@ 9" 01c 1vi LU "' ~ o V1 z ~ In1--
@ g§ #5 @ 16" O/C (V) 1• ··, INSIDE FACE ~~ •-----/1+#''1'!:f~--i-~ }'::I II--:;lTf"'"I IT:.. -fTI';"'! c::Tff;';'fTE':ITf=
g§ 2 OUTSIDE FACE ' . rlit,--~L~A~P~BA~R=s~48="-MIN. > ' ,·1 . ·~ ~lJJ---ill-r,=illn;l~-n=lJ.l;:-~=T·rIHrr-lL.'--11 ,rl ~~ #5@12"0/C /v r·f ~ ~~~ ·· .. / <'; #6@16"0/C EXISTl~-~l;~~~;'N'G~L~:~~:l;LJ1::1::;~~~:: ~:cLO~~~~T/~SHrR ~5>-(H)-----<~ {·.' 'i'cc--.. (V) FORWALLA/8 rf-TIT=-nf'1nrff'rn ,
-o·' z !;z ' ""-' · •r i'l U@ I ,'. . --1••·--111-1•1-11 . o o -. I . ._:::JD[--,. • . JC]r=:Jr:]r_::rt . ~ i 2) # 6 'l-'_lnr rn ' m-/
2 U ~ ,;, I.•·· , ~ WOOD LAGGING WITH "° . ' ,. •· :,. · ·. '['. ;,'"':. , . (4) #5 (T&B) =I Iii I IJ~ll~l I II I lu
#5@12"0/C-1··,,· WATERPROOFING -.,.___,_ ........ ·; · •• _•.
. 34" 6" .... .. , ......... ~--:::E~~-;;;.-... . • I ... ,. .
(2) #5X40" -------•. , .
@l 4" 0/,_'.:C:...__.:::::=====::::t"" .. ~ '·.' WALL 01/8
, .. ,,..
WALL D l/8 7;;---.-:,;
--,,-,,,-----1· , 34" , 6':: ' r ,
BUILDING CAST IN PLAN
WALL (UNDER BUILDING
PERMIT)
SIMPSON SET EPOXY
.,--------~,_· ~--,(ESR 2508) TYP. . "'.,. I
, '.J
(2) #5X40"
@14" 0/C
.. _-. .
-----t,s· ,.
•·1 ,.,__--._____ #5@ 14" 0/C
'l•.J· --t---=-#5 . ----' . .JI ·~ .,, . -1 I 1--1 I I-IJ " · , WALL (UNDER BUILDING ,' =III ·,·:,1:r.·,.:., .. ,~ #6 @ 9"o/cVERT. . IIILcc:111= • PERMIT) ~ ,. t_"_~1111i1IT'1;1·1'\_·,.,1~:_.·1,·1l·F· •• ;1.i,·_J.'_·_./_·"'1·•1l_:_'"_.m·._l·l~--···~-.t-i1"·1_1i~l·l·I•.·'· -INSID-~-::-~-~-UA-0-RA_I_N_B_Y_C_E-TC_O_V_E~R • , l'-10" :2" 'l'-6" USE AQUADRAIN BY CETC OVER ' ~ill~ ~Ujij ____ ---,--#5X40" @l 2" 0/C ~~~~~~~~~~:-:=.""'·· ~.:-ci;---s(EIMSRP2S500N8)STEYTPE.PWO/XY
' '
I I I I JI IEI 11 '110 :sLn--I 11 In WOOD LAGGING TO PREVENT ''-;-__ 4_, __ 4,_, ---'I,. WOOD LAGGING TO PREVENT " 'ffillJI I 1:= ,
:111 " UNDER CUTTING UNDER THE ~ mWm~ ;
UPPER FOOTING (DO NOT
UNDER CUT UPPER FOOTING} ,. 1iTI'Jlhil JH1JlITTill
l-cffic-III III-·:ffi :111=111=111=111=
l~~f1r Llmµ\r 111~11 3•_9" ~gg~1~6~1~.~~;io;~i=2soopsil
, 5'--0':·-• ';J.,i,, :»-• J 2'-0" , POURED IN PLACE (fc'=2500psi) _/ .. .I
.,"',--_l_'-_O'_' _____ ''---"I.' FOOTING (fc'=2500psi _ ~'fL~~~/S •· ·.
~~=-.,..,-~·---=--=-------_...___~~""'.""""'.""""'.""""'.""""'.""""'.""""'.""""'.""""'.""~~,::~·t::-:=-:--=--:--:--:-:---:::-=------------------+· .. • __ 't--,----::---::-c..,.--c=--=-=:,---c--:-:-,.,--::,----::-:-,-,c-:--:--:--,--:-:---------!::·-;.:.·,,-1.....,--<-:---:::-::-----::--::-----::-----::-----------',,-o·.,_''
SITE WALL -D2 ,. "02 : SITE WALL -D3 ,, "03 -D4 CONNECTION TO SITE WALL A/8 ,.. D4 -SITE CONNECTION TO BUILDING WALL
SCALE: ¾" -]' rJ'
y D5 :
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"AS BUILT" _tjia--------------.
e.e. 'Af'/5'9 exP. q/.wl z.o-z.!, r ,
~ ,,INSPECTOR
I
.,
SITE "BACKFILLED" WALLS SHALL HAVE SELECTED SANDY GRANULAR COMPACTED SOILS WITHIN THE ACTIVE ZONE (1 :1
WEDGE BEHIND THE WALL), AS APPROVED IN THE FIELD BY THE PROJECT GEOTECHNICAL ENGINEER. SANDY SOILS
GENERATED FROM THE EXCAVATIONS OF THE SITE FORMATIONAL SANDSTONE BEDROCK (MAPPED AS Td ON THE
GEOTECHNICAL MAP BY V&M ENGINEERING REPORT DATED FEB. 20, 1991) SHOULD BE STOClr.:PILED AND USED FOR THIS
PURPOSE, USING SELECT GRADING TECHNIQUES. GOOD QUALITY SANDY GRANULAR D.G. TYPE IMPORT SOILS (100%
PASSING l-lNCH SIEVE, MORE THAT 50% PASSING #4 SIEVE AND LESS THAT 18% PASSING #200 SIEVE WITH EXPANSION
INDEX LESS THAN 20), MAY ALSO BE NECESSARY FOR BACKFILLED WALLS WITHIN THE ACTIVE ZONE IF CASE OF
INADEQUATE QUANTITIES OF ONSITE GENERATED SANDY SOILS AND SHOULD BE ANTICIPATED. WALL BACKFILL
MATERIALS AND COMPACTION SHOULD BE CONFIRMED BY THE PROJECT GEOTECHNICAL ENGINEER.
SAMPLES OF THE PROPOSED BACKFILL MATERIAL SHOULD BE TESTED BY SMS GEOTECHNICAL SOLUTIONS, INC. IN ORDER
TO EVALUATE THE SUITABILITY OF THE SOIL FOR THE PROPOSED USE.
RETAINING WALL WATERPROOFING
NOTES
APPLY A FILTER FABRIC AT THE
BOTTOM OF THE FOOTING AND THEN
PLACE 2 INCHES OF 1 INCH ROCK
OVER THE FABRIC (MIRAFI 140N OR
EQUIVALENT) AND A 4 INCH
PERFERATED DRAIN LINE ON TOP OF
THE ROCK WITH 8 FEET OF l INCH
ROCK AROUND THE DRAIN PIPE AND
WRAP THE FILTER FABRIC AROUND THE
ROCK.
\ \ ' ,
MIRADRI 860-861 AND CCW 6200
PROTECTION (OR EQUIVALENT) SHALL BE
APPLIED OVER THE TOP OF THE FOOTING
AND DOWN TO THE BOTTOM OF THE
FOOTING. ' '
f--~-+--+---------~--~-f------f---1---+----"--I I SHEgET I CITY OF CARLSBAD ~:
ENGINEERING DEPARTMENT ~-
~G:';;R~AD;:;IN:;;G~P~lA~N:;;S",:f;:c;OR;;_':========~:rj~~
LA COSTA VILLAS
RETAINING WALLS DETAILS
"J/u/2~z.11----+----+----------------1----1----+---+---j ~=====;,t==f',,·-~=.==;========~
APPROVED:// ') ( I 1--1-,f-' JASON s. GELDER! DATE
--~L,;Llj~~><.<'.'.'1....,Ll.1<'!!.£.' ',l,'.:.JI/ILL------3 · 2 f, IS
CITY ENGlWfER REC 63912 EXPIRES 9/30/16
ADDED NEW SHEET 9 :=====::::;-;::::=======;-;:,=-=-=-=-=-=-=~
l---=0A"°'TE=-1--::-,N:;o;c1T"'IAL-t-;,a,,C?t--1-------------t---=-□Ac=T=-E -+--,"'N1r=-1Ac--L-+-co,-,.A=TE--+-,-,N=1T,--1AL---, OWN BY: il"..f' I PROJECT NO. I DRAWING No.
./ REVISION DESCRIPTION CHKD BY: '.Pr·· CT 13·06 483-2A
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL LR_vw_o_B_Y: -=== ~------~
03-25-2015 fJ. e. /1\ ADD NEW RETAINING WALL DETAIL D2 · D5
Cf /ie/yz,(
( □ATE
DAlE
/
---------