HomeMy WebLinkAboutDWG 455-3A; CT 06-01; LAGUNA BREEZE CONDOMINIUMS; 01-05GRADING NOTES
(IN ADDIT10N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN 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 WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL
DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN
RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM
RESPONSIBILITY FDR 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 MUST BE FILED
NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE
MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A " OR BETTER AND A SIZE CATEGORY
OF CLASS "V" OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(8)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS
OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEP ARA TE PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY
AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR
GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND
A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND
THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE
CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
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, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE
SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY 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
TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO
RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A
PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRING/PALLY 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 AND THE "EARTHWORK
SPECIF/CA TIDNS" ATTACHED TO THE PRELIMINARY SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION
REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK
AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION,
SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST
A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST
FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE
GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCVON MEEVNG WILL BE MADE BY
CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (619) 4:38 3891. INSPECTION
REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS
NEEDED. 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/DR CONTRACTOR SHALL
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH
STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL
PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING,
BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD
OF CAVING GROUND DURING THE EXCA VA TIDN OF SUCH TRENCH OR TRENCHES OR DURING THE
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 VARIES FROM THE SHORING SYSTEM STANDARDS [STABLISHED 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 PEf?MIT HAS BEEN OBTAINED
FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING PERMIT WELL IN ADVANCE OF
THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES 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 OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO
THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO
EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A
LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG 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, 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 ROUT[S OR ADJACENT STREETS AS A R[SUL T
OF THE GRADING OPERATION. -
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 SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT
SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION 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 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 OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE
CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN
(10) DAYS OF 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.
455-3M, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK
OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA T/ON PLANS
AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 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.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND
AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE
REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT
WITH THE PROPOSED WORK.
P: \1B0-6 LAGUNA BRt:[l[\G PLANNING AND t:NG/Nt:t:RING\GP\GP-01,DWG 6/ZJ/2015 7: 25 AM
PLANS FOR THE GRADING
LAGUNA BREEZE
OF: WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL
GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT
LANDSCAPING AND PREPARATION OF AS-BU/LT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND
REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS,
SPECIF/CATIONS, REQUIREMENTS, 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. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL
WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE
WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT-------------------(800)422-4133
SDG&E----------------------------------(800)660-7343
AT&T-----------------------------------(760 )434-5081
TIME WARNER CABLE-------------------------(760)707-1000
COX COMMUNICATIONS------------------------(760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN)---------(760)434-2980
*CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WA TER)--(760)438-2722
*SAN D/EGU/TO WATER D/STRICT------------------(760)633-2650
*LEUCADIA WASTEWATER DISTRICT-----------------(760)753-0155
*VALLECITOS WATER D/STR/CT--------------------(760)744-4550
*OLIVENHAIN WATER DISTRICT--------------------(760)753-6466
*BUENA SAN/TAT/ON DISTRICT--------------------(760)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 ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS
{15.16.120A8] CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE
SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120A10] CARLSBAD MUNICIPAL
CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL
EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING
DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A
STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND
LABORATORY TESTS. THE REPORT SHALL 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 THIS 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 ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGAVON, LAGUNA BREEZE
CONDOMINIUM PROJECT. 7J5", PREPARED BY ADVANCED GEOTECHNICAL SOLUVONS. INC.. DATED JUNE
16. 2014, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS
REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I, MARK A. BRENCICK HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT
WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
LANDMARK CONSULTING
9555 GENESEE A VE STE 200
SAN DIEGO, CA 92121
TELEPHONE: (858)-587-8070
BY: MARK A. BRENC/CK fl-\, .... ~~
DATE: 0/-z..;l..2-
R.C.E. N0.:48153
REGISTRATION EXP/RATION DA TE: 06/30/16
ENGINEER OF WORK:
LANDMARK CONSULTING
9555 GENESEE A VE STE 200
SAN DIEGO, CA 92121
TELEPHONE: (858)-587-8070
SOILS ENGINEER'S CERT/FICA TE
/, PAUL J. DER/SI, A REGISTERED ENGINEERING GEOLOGIST OF THE STATE OF CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
UNDER MY DIRECTION IN JUNE, 2014. THE RESULTS ARE SHOWN IN THE REPORT DA TED JUNE 16,
2014, REPORT NO. 1406-03-B-2. TWO COPIES OF THE~O/ S REPDRl-,_GOMPILED FROMJHIS
STUDY, WIKR l!N AT/ , HAVE BEEN SUBMITlfD THE OfF10iE OF ;:!5,CITY ENGINEER.
SIGNED: :::1i;~:c,,~:2~ SIGNED: '-L r ,... 1\ L /
PAUL J. DERIS/ -~ JEFFREY A-:-lcl-fii fy D-
OA TE: r,,/z.4(ts.-DA TE: _i,f ~ ( ,(
CEG NO. 2536 RCE NO. 46544/GE 2314
LICENSE EXPIRATION DATE: 5-31-15 LICENSE EXPIRATION DATE: 6-30-15
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENC(
' PERVIOUS PERMEABLE CONCRETE PAVERS PVT CC&R 3 AFTER EACH
PAVERS RUNOFF ON PROP. PRODUCING
DRIVEWAY STORM
CONSTRUCTION PRIORITY: LOW
CMWD SPECIAL GRADING NOTES
NO GRADING SHALL OCCUR OVER EXISTING DISTRICT FACILITIES WITHOUT WRITTEN APPROVAL
FROM THE DISTRICT ENGINEER.
OWNER'S CERT/FICA TE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THIS SITE.
OWNER:
LAGUNA BREEZE CONDOMINIUMS, LLC
700 2ND. STREET
ENCINITAS, CA 92024
(858) 461-5109
CITY OF OCEANSIDE
LAGUNA DR.
SITE
MADISON ST.
VICINITY MAP
NO SCALE
HIGHWAY 78
PACIFIC
OCEAN
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THIS PLANS WAS GENERA TED BY
FIELD SURVEY METHODS FROM INFORMATION GATHERED ON
JANUARY 31, 2005 BY MELCHIOR LAND SURVEYING.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
LEGAL DESCRIPTION
LOT 1 OF CARLSBAD TRACT CT 06-01 (LAGUNA BREEZE
CONDOMINIUMS), ACCORDING TO MAP THEREOF NO. 15818,
FILED ON MARCH 15, 2011 IN THE RECORDS OF SAN DIEGO
COUNTY. CALIFORNIA.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL
NUMBER(S) 203 110 48
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N: 3§.Q E: 1664
'DATE
EARTHWORK QUANTITIES
CUT: 534 CY
FILL: 26 CY
IMPORT: O CY
E,XPORT: 508 CY
REMEDIAL: O* CY
*THESE VALUES ARE SUBJECT TO
CHANGE BASED ON ULTIMATE
SUITABILITY OF ONSITE SOILS AND
THE NECESSITY FOR REMEDIATION
IN EXISTING DRAINAGE AREAS PER
SOILS ENGINEER RECOMMENDATION.
NOT TO
SCALE
CITY OF VISTA
~ q_-.0
CITY OF
SAN MARCOS
CITY OF ENCINITAS
APPROVED
THIS IS THE APPROVED TENTATIVE MAP/SITE
PLAN FOR PROJECT NO. C. 7 196--0/ PER
CONDITION NO. ;;z 7' OF PLANNING
COMMISSION RESOLUTION NO. -=J-O~':f
PL»NWJ OMS~
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
3. THIS SET OF PLANS
4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREEN BOOK).
5. SOILS REPORT AND RECOMMENDATIONS BY VINJE & MIDDLETON ENGINEERING, INC. DA TED
OCTOBER 25, 2007, JOB NO. 07-334-P, ADDENDUM DA TED APRIL 28, 2008. AND ADVANCED
GEOTECHNICAL SOLUTIONS, INC. DATED JUNE 16, 2014, REPORT NO. 1406-03-8-2.
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS.
7. STORM WATER MANAGEMENT PLAN SWMP 15-03 PREPARED BY LANDMARK DATED 1-08-2015
8. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) STORM WATER BEST PRACTICE
CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
9. RESOLUTION NO. 7077, DATED DECEMBER 17, 2014.
LEGEND
DESCRIPTION DWG.NO.
l!H£R£ APPL/GABL£
PROJECT BOUNDARY
PARCEL NO.
PROPERTY LINE
STREET GRADE
FINISH GRADE ELEVATION
PROPOSED SLOPE 2: 1 MAX. UNLESS
NOTED OTHERWISE
PROPOSED CONTOUR
EXISTING CONTOUR
CUT/FILL LINE
FINISH SURFACE ELEVATION (TYP.)
FLOWLINE/DIRECT/ON OF FLOW
18" RCP (PUB)
6" PVC PIPE
8" PVC PIPE
MASONRY RETAINING WALL **(C-4)
DEEPENED FOOTING (DF)
STEM WALL
6" CURB **(G-1)
PR/VA TE AREA DRAIN NOS #50 OR
EQUAL
6" CURB & GUTTER **(G-2)
PIPE TRENCH AND STREET RESURFACING **(G-24A)
STANDARD CONCRETE SIDEWALK *(G-7)
CONCRETE DR/VEWA Y *(G-14B)
SEWER LATERAL & CLEANOUT *(S-07)
WATER/IRR SERVICE AND WM CMWD DWG
NO. W-3A
GRIND AND OVERLAY
CONSTRUCTION OF AC PAVING
( 4" AC / 4" AB MIN.)** *(GS-17)
PERMEABLE CONCRETE PAVERS SEE SECTION
SHT 2
3' CONCRETE STAIRS
**( )
*( )
SAN DIEGO REGIONAL STANDARD DRAWINGS
CITY OF CARLSBAD STANDARD DRAWINGS.
SYMBOL QUANTl1Y
l!H£R£ APPL/GABL£ -
1
~
45.79 FG
fJY\l
--45-----
.
-45-
~
45.79 FS
--)> ---~)>--
------SEE IMP. PLAN
- -142 LF - -
- -140 LF --
137 SF
80 SF
IZ Z Z Z Z 2] 57 SF
204 LF
0 8 EA
SEE IMP. PLAN
l'<\X\XV<1 SEE IMP. PLAN
·.:.-···::·:•:.:·-·r·-: ~..-; SEE IMP. PLAN
'1· ··.::-:.-,j7 SEE IMP. PLAN
® SEE IMP. PLAN
~ SEE IMP. PLAN
r///1 SEE IMP. PLAN
I •.· .· s I SEE IMP. PLAN
r, ~ r;r~ r,r;.r; 2,645 SF
ITO
"AS BU I LT"
[vi-A -~' 5-Zl\-lb
RCE 1515'3 EXP. 6--~-(b DATE
kan~ln~E~~~\~jN~I~ $~
9555 Genesee Avenue, Suite 200
San Diego, CA 92121, (858) 587-8070 INSPECTOR DATE
BENCH MARK I SH1EET I CITY OF CARLSBAD I SHEETS I l-----+--+------------------1---+---1-----I----I ENGINEERING DEPARTMENT 4
l-----j---l-------------------:l-----l----1----1-----1
1-----j---l-------------------:1-----l----l----l----l GRADING PLANS FOR: DESCRIPTION: A STANDARD DISC STAMPED "oc 155, 1968"
LOCATION: IN CONG BASE OF AT&SF RR SWITCH BOX. 0.1 Ml
NORTH OF BRIDGE OVERCROSS/NG OF CARLSBAD BLVD
ELEVATION: 20.04 DATUM: NGVD 29
REFERENCE ORA WINGS
DWG. 140-6
DWG. 141-7
DWG. 153-9
DWG. 455-3
RECORD OF SURVEY NUMBER 18145
RECORD OF SURVEY NUMBER 9217
LAGUNA BREEZE
RP 14-10
1 REPLACES SHEET ORIG/NALLY SIGNED 5-12-12
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
THICK MIN WITH .
COMPRESSIVE STRENGTH
55MPA OR GREATER 4"
BEDDING COURSE (NO. 8 AGG.)
4" STONE BASE (NO. 57)
38" STONE SUBBASE (NO. 2)
CONCRETE PAVERS 2.26"\
SLAB PER PLAN SLAB PER PLAN , ~!•~· ;r: "'"'· 1,~,o=-~~r~!~ (ig;:;IDES)
END LINER 1'.:ld-' 1,.';J< ..,, JS?S 1<:::J( " "
5' FROM Jq'~ 7 ;:t {,Jg .A _,F, _
EDGE (TYP.) ,Tt •M1".l, '\<".; ' -~ "I>;
-------,;§:ii,tt-t,'$/C""7H C:J ~-· i<-I IC '17 0 im~ ;\ ,,~. 1. "',T' "1:J ~ 0
IMPERMEABLE LINER·~,' ;, ,-, •~ ':'. ~ ~
(SIDED AND BOTTOM) ' 8" PERFORATED
INFILTRATION PIPE WITHIN PA VER
THROUGH OPENING AREA
OF IMPERMEABLE
LINER
TYPICAL SECTION
PERMEABLE CONCRETE PAVERS
NO SCALE
q;_
20' 30'
If.
R/lw
10' 20· 10· 1-------t--------1----1 I 75'± I 4.5' 5' I
BERM TO B[
RtMOV[D SIDEWALK PER
R/W
PROP. STREET
SECTION TO CITY
STANDARD
TYPICAL SECTION
MADISON STREET
20'
2%
NO SCALE:
(PR/VA Tt)
q;_
20'
15'±
30'
6" MIN.
6" CONG. CURB &
P£RM£ABL£ CONG.
GUTTER PER DWG
455-3
ff.
10' I
14_5• I 5' I
I
' -
I
SDRSD G-7
LANDSCAPE
'kAC_J
EXIST. CURB,-PAVING
/,7/ /·'
EXIST. AC J, B[RM TO 8[
REMOVtD
EX GROUND
SIDEWALK PER
SDRSD G-7 GUTT[R & s/w
PROP. STR££T
SECTION TO CITY
STANDARD
TYPICAL SECTION
LAGUNA DRIVE
NO SCALE:
(PR/VA Tt)
-6" MIN. LANDSCAPE
8" CONC. CURB &
PERMEABLE CONG.
GUTTER P£f DWG
455-3 ;
P: \180-6 LAGUNA BR££Z£\G PLANNING AND £NG/N££RING\GP\GP-02.DWG B/23/2015 7: 28 AM
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SHAWN MONTEITH AT
(858) 461 5126 (PHONE NUMBER). \
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCT/ON
OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEER/NG INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
' 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY B£
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6, TH£ CONTRACTOR SHALL B£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH£ £ND OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST £XC££DS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERMINATION OF HYDROS££D£D SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
B.
C.
D.
£.
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND /RR/GA TION
ALL PERMANENT AND TEMPORARY £ROS/ON CONTROL PLANTING AND /RR/GA TION SHALL B£
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROS££D/NG SHALL B£ APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£ FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROV£MENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. /D£NT/F/£D BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY £NG/N££R
THAT WARRANTS IMMED/A T£ TR£A TMElr.
HYDROS££DED AREAS SHALL 8£ IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA: !
1. ALL SLOPES THAT ARE GRADED 6: 1 OR ST££PER AND THAT ARE:
a. THREE TO £/GHT FEET IN HEIGHT SHALL 1B£ /RR/GA TED BY HAND
WATERING FROM QUICK COUPL£RS/HOS£[BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHAL~ 8£ WA T£RED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
j
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRl(;A TED AS APPROVED BY THE CITY
£NG/NEER, PRIOR TO HYDROSEEDING. THE DEVfiLOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY £NG/NEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING TH~ NUMBERS, TYPES AND COSTS OF
TH£ ELEMENTS OF TH£ PROPOSED SYSTEM. ;
I
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF TH£ SOIL AT TH£
OPTIMUM LEVEL FOR THE GROWTH OF THE HYpROS££D£D GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO F£SCU£
c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALlfORNICA
d. 4 lbs. PER ACRE OF ACHILL£A MILLEFOLI(!
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET 1oF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA .
g. ITEMS c,d,e, AND f OF THIS SUBSECTIONi MAY B£ OMITTED ON
LOCA T/ONS WHERE THE AREA BEING HYD/:IOS££DED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RES/0£NTIA~ STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING. [
i. ALL S££D MATERIALS SHALL B£ TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TUR£ CERT/FICA T/ON TAG A TT) ACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MA'( BE ADDED TO THE HYDROSEED
2. TYP:\u:::c:T A::Ll::c:;::; :: TETH:F c::1T~::
0
:AN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY B£ SUBST/TUTFp, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO TH£ SLOPE BY MECHANICALLJY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO TH£ SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSP ATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 5001/bs. PER ACRE.
AREAS TO B£ HYDROS££D£D SHALL B£ PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING TH£ SURFACE TO B£ PLANTED BY; ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN l;i: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFIC/£NTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK Uf USING ITEMS a OR b ABOVE.
I
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MO/STURC: TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED. I
b. THE ADDITION OF SOIL AMENDMENTS, P/-j ADJUSTMENT, LEACHING OR
COVERING SALIN£ SOILS TO PROV/OED \ABLE CONDITIONS FOR GROWTH.
HYDROS££D£D AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
TH£ PROJECT IS PERMAN£NTL Y LANDSCAPED OR, FOR; AREAS WHERE HYDROSEEDING IS
TH£ PERMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED ANO ALL BONDS
RELEASED. I
-L NDMARK
CONSULTING
Planning Engineering Surveying
9555 Genesee Avenue, Suite 200
San □Iago, CA 92121, (858) 587-8070
...
"AS B U I LT" &A---"\
RCE 46(53 £XP. 6-3Q-16
INSPECTOR
--• ..
DATE
DATE 1----1-----+-------------+-----+------+----+----I SH2EET I CITY OF CARLSBAD I SH4EETS I
:=:::::::='...==:::::EN:::G::::l:::NE:::E:::R:::IN:::::G:::::::::D:=EP:::A:::R:::::TM::::::E:::::N:::T==::::'....':===::::
GRADING PLANS FOR:
LAGUNA BREEZE
A ~ RP 14-10
APPROVED: / / 1 -fl I JASON ljlq!IE$T Y~.1 i ,. 1!Vvt
ENGINEERING MANAGER, PE 63912 EXPIRES 9/30/16
/1\ REPLACES SHEET ORIG/NALLY SIGNED 5-12-12
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: #JM· I PROJECT NO. I DRAWING NO. ~~~ ~{~-----'--. CT 06-01 ~55-3,A
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C ff I
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REQUIRED
/----EXIST. FACl
\
-------------------------------;,-------------;,-----------------------.------==::C::::::::::::::_ _________ oF CUR_B __ _
-£X MH.
EXIST. FAG£
OF CURB
RIM=41.44
FL=33.69
EXIST. FAG£
OF CURB
TREATMENT CONTROL BMP TABLE
DESCRIPTION
PERMEABLE
CONCRETE
PAYERS
QUANTITY
2,645 S.F.
L NDMARK
CONSULTING
Planning Engineering Surveying
9555 G1mesee Avenue, Suite 200
San Di1,go, CA 92121, (858) 587-8070
\',.OfESSt
B
0 --1'--z. (!) fT\ ~ NO. 48153 !:;)
XP. 6/30/16
/y\\.,
EXIST. R/W
EXIST. FACE
OF CURB
EXIST. 30" RCP ~
PER DWG. 153-9
EX. 6" WATER
PER DWG. 140-6
---,
0 ___ <'!,__ __
LAGUNA DRIVE
(EXIST.)
PROP SWR
LAT
£ /ST. TR££
1ir--TO B£ REMOVED
1
\
Jx MH.
RIM=46.02
F; =38.22
45.40 TG
43.47 FL
46.5 FF
46.0 GFF
46.46
FS
5' SETBACK
I
46.50
FS
EXIST. 10" VCP S£W£R
PER DWG. 141-7
45.9
HP
-'-0.3' STEM I 46.0 FF I 45.5 GFF 0.2' STEM
WALL r'ol--t'I 0) a
•'
-----==----------
EXIST. R/W
NOTE: r-=-~~--=--=----_.S££ DWG 455-3 FOR IMPROVEMENTS TO LAGUNA DRIVE AND l,,,l MADISON STR££T.
SEE SHEET 4 FOR DEMOLITION PLANS
APN
203~'J'J0~4-J
,,
I Jt-,---,--, 46. 00 TC WALL
PROP. CORE, 45·5° FS 0.2' STEM 45.691 Ii
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I W/ WIRE MESH WALL 'FGI, 'A \ ,c~/
.5' DF
--2.2' DF.
5' SEIBACK
~"' ' :,; '-
46.;3
/4.87 BW
XIST. 46· 1 Q T ETAIN/NG WALL
Q 44.4~\BW TO BE REMOVED
~~G \ (TYP.)
46.oo Tw,
_43.90 BW \
45.71 TW
45.70 aw
E}/sT. RE . WALL TO
BE REMOVED AND
RffLACED BEGIN
xfsT. RET. WALL TO
E REMOVED
EXIST.
R/W
'
EXIST.
POWER
POLE
,, 4,6.61 TW HP
45.03 BW
EXIST. RET. WALL TO
BE REMOVED AND
REPLACED
APN
203~-J-Jo~4o
£Xl:fT. R£T. WALL TO
BE-/REMOVED AND
LACED'·~•·. ,.
· 145.48 ic I
~rFS i
' ~"'---EXIST WALL~ --- -
, TO 13c' ~Ef'L.4£.1:'D
. 47.35 TC
46.85 ts
SCALE: 1 "= 1 O'
10' 5' 0 10' 20' · ~I ~f-----1 __ 1
SCALE: 1"=10'
"AS 8 U I LT"
V'v-~ _,
RCE 4,8!53 EXP. 6-30-1{,
INSPECTOR
JO'
I
DATE
DATE
f---+---+------------+---t-----t---i----1 I SH3EET I CITY OF CARLSBAD I SH4EETS I
ENGINEERING DEPARTMENT
~G;:;R~A;:D;:IN;:;G;.'.P;:L~A;;N;:;S~FO;;R;::=========::::'...'.:====;
1 REPLACES SHEET ORIG/NALLY SIGNED 5-12-12
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
LAGUNA BREEZE
RP
PROJECT NO.
CT 06-01
14-10
DRAWING NO.
55-3
EXIST.> / ~ /
/
L NDMARK
CONSULTING
Planning Engineering Surveying
9555 Genesee Avenue, Suite 200
San Diego, CA 92121, {858) 587-8070
~oFESS
-:-~-}ft -~ ~~
NO. 48153 s:)
P. 6/30/16
/ y I\.-~
F CALI'<
~ EXIST. PP TO £ REMOVED
AND UTILITIES PLACED\ ' I\
UNDER ROUNQ._ \ f\
EXIST. R/W
1 ~
~ ~
EX. WM PLUG AT
MAIN & ABANDON
EX. LAGUNA DRIVE
EXIST. LATERAL
PLUG & ABANDON
EXIST. CURB ~ EXIST. R/W
EXIST. TR££ -FAWCUT EX. EXIST. AC £RM
EXIS . ST. SIGN TO BE RELOCATED PVMT TO WBE REM~r:D
TO BE IMOVED--......_~---_ W--i-----W--'rn------1vv--w---,,---w---,--~ ~
w-----w--rr----w-----w
\
\
\
\
\
\
\
PJ.\R
\
\ EXIST. TR££
TO 8£ REMOVED
EXIST. FENCE l>,
TO 8£ REMO D0
'~
I
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I
I
EXIST.
i---c-r--R,ETAINING WALL
TO 8£ REMOVED
(TYP.)
EXIST. TREE
TO 8£ REMOVED
P /\ rJ ri.rl
EXIST.---~
ONE-STORY
BUILDING TO 8£
REMOVED
(TYP.)
---EXIST. R/W ___ 1 ________ _ ---
I
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EXIST. RET. WALL TO
8£ REMOVED AND
REPLACED £ND
w=__::::--_-_-_--
1
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EXIST. RET. WALL TO
8£ REMOVED AND
REPLACED B GIN / I
I
~----
L'-¾--r-_-___ -_-__ -r---,,--c=-=-----,.--~~~J'-..--
X. CONG. STAIRS
TO 8£ R£ OVED
EX. CONG. PVMT
TO 8£ REMOVED
5'
"'-SETBACK
·--~~-,, --------~/ST WALL
\
TO REMAIN
EXIST. RET. WALL TO
8£ REMOVED AND
REPLACED £ND
EXIST.
~
Lo-r
J\Jjj.\p
SCALE: 1 "= 1 O'
"AS BUil T"
RCF 4815"3 EXP. 6-30-/6
I
DATE
~r, ltv
DATE
• ; •
1
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------------~----£---------------------r____________r LAGUNA DRIVE ___________ r__________ _ l r r r
_ \ l'. r:--N8979'59'W ,c ---------,:---------TL ----------r----
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SYMBOL LEGEND
\
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DESCRIPTION SYMBOL
ELEVATION, TOP OF FOOTIN"---__ TF
ELEVATION, TOP OF WALL ___ TW
ELEVATION, TOP OF CURB ___ TC
ELEVATION, TOP OF BERM ___ TB
ELEVATION, FINISH SURFACE ___ FS
ELEVATION, FINISH GRADE ___ FG
ELEVATION, TOP OF GRATE ___ TG
ELEVATION, HIGH POINT ___ HP
ELEVATION, LOW POINT ___ LP
ELEVATION, FLOW LINE ___ FL
ELEVATION, FINISHED FLOO-,~ __ FF
ELEVATION, TOP OF STRUCTURE_TOP
ELEVATION, INVERT ELEVATION __ IE
ELEVATION, EXISTING ___ (950.50)
ELEVATION, PROPOSED ___ 950_50
DETAIL REFERENCE ~DETAIL LABEL
\__[x;SHEET NO.
10 0 10
&:::11 F I
Seo.le: l" = 10'
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SCALE:, 1' = 10'
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NOT TO SCALE
SUBTERRANEAN
BUILDING \/ALL
FILTER MATERIAL: 3/4' MAX
, RUSHED AGGREGATE \/RAPPED _, L \/ITH FILTER CLOTH (MIRAFI 500X)
L___ ___ ,=~ 16' DIA PERF, PIPE
SECTION "T" -"T"
ULL LENGTH \/RAPPED \/ITH
FILTER CLOTH (MIRAFI 500X)
RETAINING WALL DRAIN DETAIL
ND SCALE
5' THICK CONCRETE ARAGE FLOOR
2' SAND
-. ·. ·. -.••. _ .... -_ ; :-·I>..-,-· .. -_
-· ! ... ,_. ' . . ·-... · FILTER CLOTH (MIRAFI 500X)
1--------12' CTYPr----1
4' DIA PERF. PIPE 10' THICK FILTER MATERIAL:
L---FULL LENGTH \/RAPPED \/ITH
FILTER CLOTH CMIRAFI 500X)
3/ 4' MAX. CRUSHED AGGREGATE
SECTION "LJ" -"U"
FOUNDATION DRAIN DETAIL
ND SCALE
11 AS BUIL T 11
P.E. __ _ EXP. __ _ DATE
INSPECTOR
I SHE5ET I CITY OF CARLSBAD I SHE5ETS I
ENGINEERING DEPARTMENT
,--L::_,_,---,----------------r--r---,--,---t GRADING PLANS FOR:
l----+--+--------------jf---t--t-----t-------1 LAGUNA BREEZE CONDOMINIUMS
735 LAGUNA DRIVE
CJ)
0
~ 0
" ,,
CIVIL ENGINEERING * LAND PLANNING BENCH MARK APPROVED: DAVID A AU E .rfdo<; ~
~b,1111pterra Engineering Inc. DEscRrPTr □N, couNTY oF sAN DIEGO BENCH MARK oc155 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 10 A ~
~• AND USC&GS AND NO5-NGS BENCH MARK ~ ~ 1843 Campesino Place LOCATION: STAMPED OC-155 STANDARD DISC 1 DWN BY: ~ PROJECT NO. DRAWING NO. -
GARAGE DRAINAGE PLAN
~ Oceanside, CA 92054 DATE INITIAL CHKD BY: CT 06 01 455 3A f-~ ~~ Tele: (760) 439-2802 RECORDED: -'-'-'-'-"----"-----'----'------------=---=cc-:--:-:-::-c---REVISION DESCRIPTION RVWD BY: , --------~ -SJ l..:::==~=::..:Fa:x~: ~(=76:0~) ~4:39:-~2:8:66~---------------------------------------------------~E~L~E:v:AT~I~ON:,~2:'o~,0=4"-=--=--=--=-=-=-=-=-=-=-===D~A~T~U=M:::'.'.M~.S~,L:, ==.lE:NG:IN:EE~R~O:F ~WO~R:JKL __ :.:,~..:..:.:.:.::...~:.._ ___ .L::.oTH:E:R.:A:PP;RO~V:AL.L.::Cl~TY~A:P::PR:OV:A:L .L;~~~~~~~-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;.:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:J o__