HomeMy WebLinkAboutDWG 440-5A; CT 02-17; FAIR OAKS VALLEY; 01-17GRADING NOTES
(IN ADDITION 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 7HIS SET OF PLANS.
2. APPROVAL OF 1HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 1HE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR 01HER ADDITIONAL DOCUMENTS LISTED HEREON AS 1HEY MAY
PERTAIN TO 7HIS PROJECT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE 1HESE PLANS 'MIEN NON-CONFORMANCE IS DISCOVERED.
J, CITY APPROVAL OF PLANS DOES NOT RELIEVE 1HE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONsmucnoN. ALL PLAN REVISIONS SHALL BE PROMPTL y
SUBMITTED TO 1HE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN 1HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING 1HE 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 HA VE A RA TING 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 J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
1HE 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 ORA WINGS 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 CONsmucnoN.
12. 'MIERE mENCHES 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, PR/NC/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.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONmOLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF 7HE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TI-IE FIELD OF APPLIED
SOILS MECHANICS, ALL FILL OR FUWRE FILL AREAS SHALL BE CONSmUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND TI-/£
• EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR,
14. A PR£CONSTRUCTION MEETING SHAL t Bf HFI D AT 1HE SUE PRIOR ro 1HE
BFGINNINQ OF WORK AND SHAU BF ATTENDED BY All REPRESENTATIVES
RESPONSIBLE FOR CONSmUCTION. INSPECTION. SUPERVISION. TESTING AND ALL OTHER
ASPECTS OF 1HE WORK THE CONmACTOR SHALL REQUEST A PRECONSmUCTION
MEETING BY CALLING THE INSPECTION UN£ AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSmUCTION. THE CONmACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSmUCTlON MEETING. APPROVED ORA WINGS MUST 8£ AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY TI-IE PROJECT INSPECTOR
AT THE MEETING.
15. All INSPEC110N REQUESTS OTHER THAN FOR f'RECONSTRUC710N MEETING mu BE
MADF RY CAI I INC THF FNCINFFRINC &HOUR INSPfCTION R[OIIEST I INF AT
(760) 438 .389/. INS['ECJ/ON R[QUEST MUST Bf RECEl'a:Q eR!OR IO 2: oo AM.
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/OR CONmACTOR
SHALL DESIGN, CONSmUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
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. 440-5L, 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 TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. 'MIER£ AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING
OR smEET AREAS AND REPLACED WITH PROPERL y COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
TI-IE CITY ENGINEER.
JI. THE CONmACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF TI-IE GRADING PLANS IF IT IS
FOUND THAT THE ACWAL LOCA TlONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
32. THE CONmACTOR 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
SDG&E
PACIFIC BELL
TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD (SmEEST & STORM DRAIN)
*CITY OF CARLSBAD (SEl\£R, WATER & RECLAIMED WATER)
*SAN DIEGUITO WA TEk 0/Sm/CT
*LEUCADIA WASTEWATER DISmtcT
*VALLEC/TOS WATER DISmlCT
•OUVENHAIN WATER 0IsmIcT
*BUENA SAN/TA TION 0/Sm/CT
*AS APPROPRIATE
JJ. PERM/ T COMPLIANCE REQUIREMENTS:
800 422-41 JJ
800 660-7343
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
A. FOR CONmOLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONmOL THE WORK IN PROGRESS {15.16.120.8}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APeROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO 1HE CITY ENGINEER VIA 1HE
PROJECT INSPECTOR {15.16.120.9&10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONmoL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
( 2) AS-BUil T GRADING PLAN.
(J) 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 INVEST/GA TION. SHELLEY PROPERTY,
CARLSBAD. CALIFORNIA PREPARED BY GEOCON INC. GEOTECHNICAL CONSULTANTS,
DATED NOVEMBER 27 2001. AND UPDATE REPORT ENTITLED UPDATE GEOTECHNICAL
INVE$TIGA710N SHfll FY PROPERTY CARI SRAQ CAI /FORNIA QATFQ ,11/Nf 26 2006. 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"
OMWD NOTES
1. CONmACTOR TO MAINTAIN MINIMUM J FEET OF COVER OVER EXISTING OMWD FACILITIES
AT ALL TIMES DURING CONsmucnoN
2. RAISE EXISTING VALVE CANS (SEE UNIT G & UNIT G-1 PIPELINE DWGS 464-22 & 22-50)
TO MATCH FINISH GRADE PER OMWD STANDARD DRAWINGS.
J. PROTECT IN PLACE, REMOVE, AND/OR HIGHUNE EXISTING FACILITIES AS DIRECTED
BY OMWD REPRESENTATIVE.
4. 0/Sm/CT REPRESENTA TlVE SHALL BE PRESENT AT ALL TIMES DURING CONsmucnoN
NEAR EXISTING OMWD FACILITIES.
LWD SEWER NOTES
1. ALL SEl\£R WORK TO BE DONE IN ACCORDANCE WITH FAIR OAKS VALLEY IMPROVEMENT
PLAN CITY OF CARLSBAD DWG. NO. 440-5.
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION
BIORETENTION BIORETENTION
BASIN
SUSMP PROJECT PRIORITY HIGH
//tJT£: 1hlf' ,t f (,1w1ng /c,ts
tnarkf'cl ti/I .fh r1n r1slt'r1;J {..-+<-)
OWNERSHIP MAINTENANCE SHEET NO. AGREEMENT
PRIVATE BMP YAINTENANCE 4 AGREEMENT
VICINITY MAP
.CITY OF OCEANSIDE
HIGHWAY 7B
MAINTENANCE
FREQUENCY
MONTHLY, OR
AFTER MAJOR
RAINFALL
NOT TO
SCALE
vn l,y ;::i/r1,,, 5//~r"/5
,r~/t//r/' a 5t"'.u,'l'y' P~cf/¼w
/JI t" J/,!'n T/,:7~ riv /4,~ .' CITY OF VISTA Leis: IS,, 17, 1#£ /9, 2/, 2 2,
21. 2-::,, 26, 2 7__ 21, 3:::?
32 33 31 36 '12 ~.. ·• ..,. .., I
44 .Im4 5 !.
EROSION CONTROL NOTES
PACIFIC
OCEAN
CITY OF ENCINITAS
I. IN CASE EMERGENCY 'I/ORK IS REQUIRED, CONTACT CHUCK DUWWER. PHONE: (858) 756-56-W
2. EQUIPMENT AND '1/0RKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 1/MES DURING THE RA/NY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CON't£NIENT LOCA110NS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEWCES ilHEN RAIN IS EMINENT.
J. DEl1CES SHOWN ON PLANS SHALL NOT BE MOVE:D OR MOD/RED l',ITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEWCES TO WORKING ORDER TO THE SA 11SFAC110N OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RA/NF ALL.
5. THE CONTRACTOR SHALL INSTALL ADD/110NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA 1/0NS OR UNFORESEEN
C/RCUMSTANC£S ilH/CH MAY ARISE.
CAMINO JUNIPERO
SITE
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSmUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE 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, 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.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. CITY OF CARLSBAD RESOLUTION NO. PC 5951-5956 DATED AUGUST 17, 2005
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSmucnoN (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON INC.
DA TED NOVEMBER 27. 2001 & UPDATE REPORT DA TED JUNE 26. 2006
7. THE SAN DIE:GO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED NIA ·
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED SEPTEMBER 27. 2005
10. STORMWA TER POLLUTION PREVENTION PLAN (SWPPP PREPARED BY PASCO LARfT SU/1ER & ASSOCIATES DA TED OCTOBER 31, 2012 WDID NO. c 3-, . "l~ ' t.?,
11. STORM WATER MANAGEMENT PLAN PREPARED BY PASCO LARET SUITER & ASSOC/A TES
DA TED OCTOBER 25. 2012
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSmUCTION HANDBOOK AND
CAL mANS CONSmUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED LIMIT OF PAD
PROPOSED CONTOUR
PROPOSED INDEX CONTOUR
FX/STING CONTOUR
EXISTING INDEX CONTOUR
PROPOSED RIGHT OF WAY
PROPOSED LIMIT OF GRADING
PROPOSED SOUNDWALL (PER LANDSCAPE PLANS)
CONCRETE LINED BROW DITCH
PROPOSED 12"XI 2• AREA DRAIN
SDRSD D-75
TYPE B
RIP-RAP ENERGY DISS/PA TOR (2 TON MAX) SDRSD D-40 & D-41
2: 1 MAX SLOPE
-------
-----<@gg]e---
-. -. -'s::;-· --<~~--
----430-----
-------
'Y 'Y 'Y
1840 LF
D 92 m 9
y y y
i "
) I
~~J;N~No AffoEffftifAFfir JihE~fA1Wt~~Jtfo'-IRb~~ !J.Wf~'m}NfEJ8J~~JfCAL,
17. 1HE CONmACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
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
EXCAVATION OF SUCH mENCH 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 et AN VARIES FROM THE SHORING SVSTfM
I HEREBY DECLARE Tl-IA T 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 Tl-IA T THE DESIGN IS
CONSISTENT MT/-/ CURRENT STANDARDS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PR£CAU110NS TO PRE't£NT PUBLIC TRESPASS ONTO AREAS ilHERE IMPOUNDED WATERS CREA 1E A HAZARDOUS COND/110N.
PROPOSED DRAINAGE DIRECTION 033114 '
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
RESPONSIBILITIES FOR PROJECT DESIGN.
THE
MY
7. ALL EROSION CONTROL MEASURES PR0\1DED PER THE APPROVED GRADING PLAN SHALL BE
IN CORPORA 1ED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORKING DAY.
REFERENCE DRAWINGS
CT 99-04 DWG. 9J7-1A
18" RCP STORMDRA/N
3• PVC STORMDRAIN
--------
====
83 LF
3967 LF
FIRM: PASCO LARET SUITER & ASSOC/A TES
STANDARDS ESTABLISHED BY THE CONSmUCTlON SAFETY ORDERS. TITLE 8 ADDRESS: 535 N. H/GWA Y I 01 SUI TE A
9. ALL REMOVABLE PROTEC!l',£ DEWCES SHOWN SHALL BE IN PLACE AT THE END OF EACH 'I/ORK/NG DAY ilHEN THE RVE(5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS 'sf/ALL BE REMO't£D AFTER EACH RAINFALL
6" PVC SUBDRAIN
(PER GEOTECHNIC:AL REPORT) -=== 1065 LF . 0301;'15
CALIFORNIA ADMINISTRATIVE CODE, TI-IE PLAN SHALL BE PREPARED BY A
REGIS1ERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA f{8~t~~8~. PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM TI-IE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT l\£LL IN ADVANCE OF TI-IE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONsmucnoN, 9eERA TIONS WILL CEASE IMMEDIATELY. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TI-IE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARWRE OR OPERATION OF mUCKS,
EARTHMOVING EQUIPMENT, CONSmUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
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 l\£EKENDS OR HOLIDAYS. (A LIST OF CITY
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
CITY, STA TE: SOLANA BEACH CA
TELEPHON,✓._~tj8) 259-82110 BY: ~r;-~
(WILUAM G. MACK)
DATE: /t-lq/, 3 ~,
R.C.E. N0,:_.:.;73:::!6::2.e.0 ____________ _
REGISTRA TlON EXP/RATION DA TE:-'-=12,,._/:::.;31:£./.:...14:___ ___ _
SOILS ENGINEER'S CERTIFICATE
/, '7l/.AJJJ W~g,,._j , A REGISTERED CIVIL
ENGINEER OF THE STA TE: OF CALIFORNIA, PR/NC/PALLY 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 BfTWEEN THE DATES OF ::5...,,;e__ , ::&::i..oo(q AND fvove"'.I a-..r .a.<>t;i,. JJ§( • TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDA 110NS, HAS BEEN SUBMITTED TO THE OFFICE: OF THE: CITY
_.,
No. 73620
Exp. 12/31/ 10. ALL GRA't£L--i'/AGS SHALL BE BURLAP TYPE l',ITH J/4 INCH MINIMUM AGGREGRA1E.
11. SHOUW GERMINA110N OF HYDROSEEDED SLOPES FAIL TO PROWDE EFFfC11VE COVE:RAGE OF GRADED SLOPES (90% COV£RAGE) PRIOR TO NOVE:MBER 15, THE SLOPES SHALL D£ STABIUZED BY PUNCH STRAW INSTAL1£D IN ACCORDANCE l',ITH SECTION J5.02J OF THE EROSION AND SEDIMENT
CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA 110N. STA TE OF CALJFORNIA.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL
PHOTOGRAPHIC METHODS FROM INFORMATION GATHERED ON
SEPTEMBER 1, 2000 BY TOWILL, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
223-061-01, 223-061-02
EARTHWORK QUANTITIES
cu~_~2~8=5=65~o~_cy
FILL: JOJ 400 CY
IMPORT: 19 722* CY
REMEDIAL: 74 600 CY
•UNCOMPACTED VOLUME
CONCRETE HEADWALL
6" CURB & GUTTER
TYPE F CATCH BASIN
RETAINING WALL
SDRSD D-34
SDRSD G-2
SDRSD 0-7
DETAILS SHEET 17
LEUCADIA WASTEWATER DISTRICT APPROVAL
J
510 LF
[[Q]
2,295 LF
"AS BUILT"
l!~t/J».;:i.'r 10/e,/t:1
1~TEVE DEERING <:::s-----'-D~ALlE"-l,c...:;:;.___
~4~
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE ~
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR 15
ENGINEER. A/1 JI
SIGNED: ,,,_~_....,_V"--J'/...___;;;;=---------
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1978 E 6268, DUDEK R.C.E. 26514
NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE
i
•
SHALL Bf RESPONSIBLF FOR ANY Q£BRIS OR DAMAGE OCCURRING ALONG THE HAUL r:,,,__ I. I BENCH MARK INSPECTOR -, ATE
ROUTES OR ADJACENT smEETS AS A RESULT OF THE GRADING OPERATION. G.E./P.E:. NO.:__r:;,,;:-~Z_:-7~':i~-------i
2J. BRUSH SHALL BE REMOVED oNLY WITHIN THE AREA To BE GRADED. No mEEs ARE 1111.1714 /. ·/ DEscRiPnoN, roe OF CONCRETE Posr MARJ<Eo K302 19"5 .__--+--+---------------1~---1---4---1-----l I sH1EET j CITY OF CARLSBAD WJ1:rs ,i, TO BE REMOVED UNLESS SPECIF/CALL y NOTED ON THE PLAN. ,1.,,/, DA TE: Jc, ;..::J.._,_.:::.-Z0.=.1.:::.3> ____ -,--~----LOCATION: Sf£ SAN mEGo COUNTY NOR1H COUNTY VERTICAL CONTROL r ENGINEERING DEPARTMENT 1 7 . , .
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF I-/ DATA BOOK FOR BENCHMARK KJ02 ;:::=='...:::===============-====: -\
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A LICENSE: EXPIRATION DATE: ,:;. ~/1~ ELEVATION: 5,H,JBB DAWM: NAVO 29 GRADING PLANS FOR: ..., .,,• 1
MINIMUM ONE PERCENT SLOPE. -j
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPRO\"'D SET OF EROSION '"•cc•i,,,-·· OLIVENHAIN MUNICIPAL WATER DISTRICT CT 02-17 SHELLEY PRO PERT t!!~ j 0
CONmOL PLANS. EROSION coNmOL SHALL BE AS SHOWN Ai'I.' AS APPROVED BY "FAIR OAKS VALLEY" -ul C::
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTCJR. OWNER'S CERTIFICATE (OMWD W.0.#556600) :::lg 1 <:
26. ALL SLOPES SHALL BE mtMMED TO A FINISH GRADE TO PRODUCE A UNIFORM APPROVED BY: -Be¥tHNffiNEERIH6-eeRflORATIGN ~ ~ 4 , ~ G)
SUR A C' AN b ) .f)lS'fflJ&tS-WNWb-TING-ENGINEER· l ( \ '2 * I_ ~LE K VAN PESKI r-~ .
F: Cc D CROSS SECTION. TI-IE SITE SHALL BE LEFT IN A NEAT AND I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR • ~LI.I ~ ii ••,_·•: __ :_:_•. -· :• O; ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED GE LOG/ST HAS BEEN OR WILL BE RETAINED TO SUPERVISE: OVER-ALL c; l--"-f2-Lll.!..l_!o,L>l..D~..U.LL:."---'2lli<r...i.:;;t..2 ~ ,fi..:L,_B • l O • II , 12. 'I' I z.-4-I • l/~1,f~[J D: -
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. GRADING ACTIVITY AND ADVISE OF E COMPAC110N AND STABILITY OF 5 ~-..-,, J,( ,;.'/ SE OR CIVIL ENGINEER PE 41204 EXPIRES 3 31 15 DATE
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED THIS SITE. nl'lv"" I,''{-< /0, I I, I 15732.03 J-.e::.WfLl~~c.µ .... ~.tJJ=!.!:r,:....fu,c-V\!!:..!l!0~~~5c,Of:L.,i!&leeO/J!!!:,.,,,=A:l,!,U,._"-i"!c!;!!l'.":..t,F:!]M_j_:3& /f 111/J DWN BY: WGM PROJECT NO. DRAWING NO. •
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE IO , S, f '!!l / DATE INlllAL U I /: ., ....., I As sHoWN oN THE APPROVED GRADING PLANS. DATE :.. .c.E.' ae53 DAlE JOB NUMBER ENGINEER oF WORK REVISION DESCRIPTION 2~8 88Yy:_ 1"" CT 02-17 440-5A en ~ ·. UI 1----------------------------------------~.:::.._ _______ _::,:.::.. ______________________ _!::N~Of1Ef:~SIG~N~A~TU~R~E~E~X~Pl~RE§S~2~YE~A:R~S~A;FTE~R~D~A~TE:::==:d~;;~~;;;~===============:±O~TH~ER;;A;P;PR~O;VA;Ld::~Cl~1Y~A;PP;R;OV;AL~~~~~==~~=~=~=~=~~~=~~u f l ; )>
Thu. Oct 3. 2013 J:\Active Jobs\1451 DUVIVIER\1451.pro PE 1451
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SHEETINDEX
SHEET NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
---
TITLE
TITLE SHEET
GRADING PLAN KEYMAP
TYPICAL SECTIONS AND DETAILS
GRADING PLAN LOTS 1-5
GRADING PLAN LOTS 6-11
GRADING PLAN LOTS 15-19
GRADING PLAN LOTS 37-41
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
GRADING PLAN
LOTS 35, & 42-46
LOTS 47-49
LOTS 20-27, & 36
LOTS 28-33
LOTS 34, 35, 50, & 51
LOT 52
PORTION OF EASTERLY SLOPE ALONG
PRIVATE STORM DRAJNS
CAMINO JUNIPERO (FUTURE)
GRAPHIC SCALE 1 "•100'
100 200 300
PASEO ENCINO
1.* IF TWO-STORY OR HIGHER HOMES ARE TO BE LOCATED ON LOTS 8-11, 15-19, & 37-41, 2. TREES ARE ALLOWED, BUT SHALL NOT BE PLANTED CLOSER THAN 20'
AN INTERIOR NOISE STTJDY W1LL BE REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. APART.
J. /RR/GA TED
2. ALL ROCK CRUSHING OPERA 1/0NS SHALL BE LOCATED ON LOT 24.
6. THE CITY OF CARLSBAD RESERVES THE RIGHT TO ACCESS
J. BLAS11NG AT THE SITE SHALL BE DONE OUTSIDE THE BREEDING SEASON IF IT IS W1THIN AND MAINTAIN ALL PUBLIC DRAINAGE STRUCTTJRES W1THIN THE
JOO' OF GNATCA TCHER HABITAT OPEN SPACE.
4. NO CONSTRUC110N AC11VITY W1TH NOISE IN EXCESS OF 60 dB SHALL BE W1THIN JOO FT 7. BRUSH MANAGEMENT:.
OF AN AC11VE GNATCATCHER NEST OR 500 FT OF AN AC11VE RAPTOR NEST BETWEEN ANY FUTTJRE ZONE J BRUSH MANAGEMENT W1THIN OPEN SPACE LOT 12,
FEBRUARY 15 AND AUGUST 31. IF AC11Vl11ES OCCUR W1TH SOUND LEVELS EXCEEDING 60 SHALL BE DONE W1THOUT DISTTJRBING THE GROUND AND SHALL REQUIRE
dB, MEASURES SHALL BE TAKEN TO REDUCE THE SOUND TO 60 dB AT THE EDGE OF THE A BIOLOGICAL MONITOR. AC11Vl11ES IN THE PROXIMITY TO THE SAN DIEGO
COASTAL SAGE SCRUB. GOLDENSTAR SHALL OCCUR BETWEEN JULY 1 AND NOVEMBER JO, WHEN
THE PLANT IS NOT EXPECTED TO HA VE FOLIAGE ABOVE THE GROUND, AND
5. 60' FIRE BUFFER CONSISTS OF THREE 20' ZONES AS DEFINED BELOW. NO HEAVY EQUIPTMENT MAY BE USED TO COMPACT THE SOIL.
~ G F.00
I • 2
p. 12/31/1
CIVl
OF CAI.
GRADING PLAN (S) I
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PEfflA/'EJ'IT AllJ TE/.FffiARY EROSICN CONTROL PLANTim AllJ Iff/IGATICN SHALL BE INSTALLED
AllJ MAJNTAI1£[) AS FEGUIFED IN SECTICN 212 rF T/-£ STAllJAFO SPECIFICATICWS AllJ T/-£ FQLOHim:
I
I
ZONE 1 -20' CLOSEST TO STRUCTURE(S) B. DRAINAGE/EROSION/LANDSCAPING/AVOIDANCE OF EX011C SPECIES: ~' i
TEMPORARY IMPACTS W1THIN THE:' HMP PRESERVE AREA ADJACENT 1---+--+----------------1-----al---+---I------I , SH2EET, CITY o F CARLSBAD , SHEETS I il•r· 1. PLANTED W1TH GROUND COVER OR LOW GROW1NG SHRUB SPECIES. TO THE SUBDIVISION BOUNDARY SHALL BE REVEGITATED W1TH NA11VE 1 7 !;i '
(LESS THAN J' IN HEIGHT) KNOWN TO HA VE FIRE RETARDANT QUALITIES. SPECIES. USE OF INVASIVE EXOTICS SHALL BE EXCLUDED FROM ALL OTHER '.:==:::'..'.==:::E:::N:::Gl:::N:::E:::ER:::l:::NG::::::D:::E:::P:::AR:::T:::M:::E:::N:::T==:::...:==~ u' '
2. NO TREES OR SHRUBS ALLOWED. PROJECT PLANS. f :, J. /RR/GA TED GRADING PLANS FOR: 0:: 13 J: .(:
9. BIRD BREEDING SEASON: LI.I ,-•, '
ZONE 2-MEASURED HORIZONTALLY 20· OUTWARD FROM THE OUTLYING EDGE OF ZONE 1 VEGETATION CLEARING AC11VITES SHALL TAKE PLACE OUTSIDE THE CT 02-17 SHELLEY PROPERTY ~ ~9~ 1·.· .•
BREEDING SEASON FOR RAPTORS AND GNATCATCHERS (FEBRUARY 15 TO "FAIR OAKS VALLEY" -., ~ f 1. PLANTED W1TH LOW WATER USE NA TTJRALIZ/NG PLANT SPECIES KNOWN TO HA VE LOW AUGUST JI). PRIOR TO CONSTRUCTION AC11VITY, THE PROJECT W1LL U,"' s
FUEL CHARACTER/S11CS. CONDUCT A RAPTOR AND GNA TCA TCHER SURVEY ON THE PROPERTY TO t-< '.'.! f,
2. NO TREES ALLOWED DETERMINE IF THERE ARE ANY AC11VE NESTS. IF AC11VE NESTS ARE A~PR v DJL~ tl~E~', K. VAN PESKI LI.I ,,i ;: t .
J. /RR/GA TED LOCATED, A TEMPORARY 500' BUFFER SHALL BE ESTABLISHED BETWEEN . ;,L 1-? IX f.,
ZONE J-MEASURED HORIZONTALLY 20· FROM THE OUTLYING EDGE oF ZONE 2 TO THE OPEN ~tf~~~~0futFi~VI/%% fY~VEAgJJfc11{Jft tffffM :DTH~/00' rL-r SENOR CIVIL ENG1N"'E'-"ER=PE-LJ41""2"'04==-EXP-IR-Es_3_3_1 _15-li=1-;f,t1-!5 jifr
TAILED KITES IN ADJACENT DEVELOPED AREAS, THEY W1LL NEED TO BE DATE INITIAL DATE INITIAL DATE INITIAL -"/#'> -u ' SPACE BOUNDARY. NESTING AC11Vl11ES ARE NJT INTERUPTED. IF THERE ARE ANY WHITE 1 DWN BY: WGM PROJECT NO. I DRAWING NO. ~ ! f
1. PLANTED W1TH LOW WATER USE NATTJRALIZING PLANT SPECIES KNOW TO HAVE LOW DETECTED DURING THE RAPTOR SURVEYS, AND A 500' BUFFER ESTABLISHED REVISION DESCRIPTION CRHVWKDD BBYY: . .r• CT 02-17 440-5A u, z I FUEL CHARACTERIS11CS. AROUND THEM. ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL < ~ ' ~-------------------------------------..:..;:.::.::....:::.:.:.::..::..:.:.:.:::.::;:.:.:;::.:::... ______________________ _:::::.:::;::;.:::::._:::::::::__ _____________________ L ____ ....L _______________ __;L..:.. ............ .::.:,.L ____ J.======:::.::::=======:::::::====:::'.J~ ~·%.
JhU, Oct 3, 2013 J:\Active Jabs\1451 DUVIVIER\1451.pra PE 1451
·112013
I
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A
3
PROPOSED 4'
SOUNDWALL
r ''"'g_33• R9W
£it
CROSS SECTION -NORTHERN SLOPE ALONG LOTS 8-11 ' I
~
R/W
J.O'
--,
/
28'
J.B,
5.5'
J..5'
TYPE G-2
2% /CURB & GUTTER
2%
I
[ .
56' R/W
28'
J.B, J.O,
5.5'
J..5. ' . I
2% r ~ 2% -
NOT TO SCALE
JUNCTION BOX/
TRANSFORMER
PUE WHERE REG UIRED ,,,
SIDEWALK y..9. :::j6" ~ _Q ....___JOINT UTIL
PAD EL=492.0'
-"~.':':'fi;-11-il -ilf
PCC
JOINT UTILIT Y TRENCH
" " 4 A.G. OVER 6 A.8. MIN
(SEE STREET NOTE #J.)
'
j j '
I"" 8" PVC WATER MAIN
1.J. .5' (Ut/LESS OTHERWISE NOTED)
8" PVC SEWER MAIN
J.B "-48" RCP STORMDRAIN
(AS SPECIFIED ON PLAN)
TYPICAL SECTION -CORTE CLARO, SITIO AI,EGRE,
& PORTION OF PASEO CRISTAL
NOT TO SCALE
,'. J:;?
,, ~ 11.
It. l'/1 "'· i=~-, ~
~
'4' BCtl.'1·
DETAIL -SOUNDW ALL & BERM
NOT TO SCALE
6 mm MIN. /1./4 '? DIA. NYLON ROPE
PLASTIC SAFETY FENCE
PLASTIC WIRE TIES.-~
3 MIN. PER POST
~"T" POST 2.5 m O.C. MAX. (8?
' ~ ' 2.5 m MAX.
~B?~ .. 7
J..2 m MIN.
/4'
I
0
RIP RAP TYPE VELOCITY (FT /5)
1 2 7.99
2 2 7.63
3 2 3.40
4 2 J.2.J.5
5 2 21..83
6 2 28.39
7 2 1.9.1.2
8 2 25.28
9 2 2.26
([) CROSS SECTION -DRIVEWAY LOT 52
ENGINEER OF WORK
FIRM: PASCO LARE[ SU/1ER & ASSOCIATES
ADDRESS: 5J5 N. HWY. 101
CITY, ST.: SOLANA BEACH. CA 92075
TELEPH0No/tf!/i8) 259-8~2'
BY: ! 1 I,. Ti1 -E-. .1!
('MLLIAM G. MA /<)
R.C.E, NO.:
REGIS1RA noN EXP/RA noN DA TE: 121.31114
NOT TO SCALE
DA TE: -1.o/41 :,
NOT TO SCALE
1. SAFETY FENCE SHALL BE USED TO PROTECT ALL EXCAVATIONS IN THE RIGHT-OF-WAY.
2. SAFETY FENCES SHALL BE USED TO SEPARATE CONSTRUCTION ACTIVITIES FROM PEDESTRIAN.
3. ALL SAFETY FENCING SHALL BE PLASTIC, 1200 mm (48 ") MINIMUM HEIGHT AND ORANGE IN COLOR.
4. SAFETY FENCE USED WITHIN THE ROADWAY SHALL BE REFLECTORIZED WITH A MINIMUM OF TWO (2) STRIPS OF RETROREFLECTIVE MATERIAL, A MINIMUM OF 25 mm (1 ') WIDE, THE LENGTH OF THE FENCE OR DELINEATED BY CHANNELIZING DEVICES.
5. SAFETY FENCE USED TO SEPARATE SIDEWALKS FROM CONSTRUCTION ACTIVITIES SHALL HAVE MINIMUM ENCROACHMENT TO THE SIDEWALK.
6. AS A MINIMUM, SAFETY FENCING IS REQUIRED IN AREAS ADJACENT TO EXCAVATIONS GREATER THAN OR EGUAL TO 150 mm (6 "). 1
7. SAFETY FENCING SHALL BE CONSIDERED SUBSIDIARY TO ITEM 8038, "BARRICADES, SIGNS AND TRAFFIC HANDLING".
8. SAFETY FENCE SHALL BE MAINTAINED ALONG THE BOUNDARY OF ALL OPEN SPACE AREAS FOR THE DURATION OF ALL CONSTUCTION ACTIVIES.
GRADING PLAN (S)
R/W " 1.02' R '/W
42' 60'
32' 32' 28'
J.O,
5'
6" VARIES 1.0.
~ 6.5'-J.3' SIDEWALK
3' 3'
TYPE G-2
2% • r CURB & GUTTER 2% -2lL 2% -,.r:: " -{6" -JUNCTION BOX/
TRANSFORMER
PUE WHERE REGUIRED PCC SIDEWAL K .
'""-
J.0.5' 1.0.5'
8" PVC WATER MAIN
ITY TRENCH (SEE NOTE A) (' 25' (UNLESS OTHERWISE NOTED)
FLOW (CFS)
2.97
1.00
1. .01.
3.95
20.J.O
22.35
45.72
45.72
0.71.
VER 6" A.8. MIN 4" A.G. 0
(SEE STR EET NOTE # J.) ~ 8" RECYCLED WATER MAIN
3
PU
' r
R/W
5'
-6" -
r
JUNCTION BOX/
TRANSFORMER
/
PUE WHERE REGU IRED r
J.3.
" 24 RCP STORMDRAIN
TYPICAL SECTION -CAMINO JUNIPERO
60'
30' 30'
J.7' J.7'
3' 3' r-TYPE G-2
/CURB & GUTTER n 2% 2% 2% 2%
J:
I
---16" --
:IJ.' B" PVC WATER
NOT TO SCALE
J.3.
RIW
5'
-
6" - -
-/ n
3'
PUE
PCC SIDEWALK
i DG ALONG EAST SIDE
OF PASEO r=Nr.INO)
'-JUNG TION BOX/
TRAN SFORMER ..9. PUE WHERE REGUIRED
INT UTILITY TRENCH JO
H JOINT UTILITY TRENC C 1.J. .5 •
,, X
MAIN (UNLESS
OTHERWISE NOTED) 6"xB" PCC CURB TO CONTAIN
ON EACH SIDE OF TRAIL
ALONG EAST SIDE OF PASEO
ENCINO
" " 4 A.G. OVER 4 A.8. MIN
(SEE STREET NOTE #J.) " 8 PVC SEWER MAIN
J.8"-48" RCP STORMDRAIN
(AS SPECIFIED ON PLAN)
OG
TYPICAL SECTION -PASEO ENCINO, CAMINO MINERO,
CAMINO :REI J ,0, & PORTION OF PASEO CRISTAL
NOT TO SCALE
RIP-RAP SPECIFICATIONS
ROCK CLASS RIP RAP' THICKNESS (FT) WIDTH (FT) LENGTH (FT) UPPER LAYER LOWER LAYER LOCATION
NO. 2 BACKING 1 5 J.O 1./ 4" ROCK ( 12" LA YER) NIA BROW DITCH OUTLET LOT 4
NO. 2 BACKING 1 5 J.O 1./4" ROCK (6" LAYER) NIA BROW DITCH OUTLET LOT 47
NO. 3 BACKING 0.6 5 10 3/16" ROCK (3" LAYER/ N/A BROW DITCH OUTLET LOT 49
1/4 TON 2.7 5 J.O 3/ 4 " ROCK ( J. .35 ' LA YER) 6" SAND LAYER HEADWALL OUTLET SD-2
2 TON 5.4 5 J.O 2" ROCK (2.7' LAYER/ 6" SAND LA YER HEADWALL OUTLET 50-1.
2 TON 5.4 25 1.0 2" ROCK (2.7' LAYER) 6" SAND LAYER HEADWALL OUTLET CAMINO JUNIPERO
2 TON 5.4 5 1.0 2" ROCK (2.7' LAYER) 6" SAND LA YER HEADWALL OUTLET INTO BASIN
2 TON 5.4 5 1.0 2" ROCK (2.7' LAYER) 6" SAND LA YER HEADWALL OUTLET FROM BASIN
NO. 3 BACKING 0.6 5 1.0 3116" ROCK (3" LAYER) NIA SEWER EASEMENT ACCESS RD BROW DITCH
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TYPE DESCRIPTION
GRAPHIC SCALE
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~ a -LOTS 1-5
t==~===!~===================~==+==i===F=~~ls~H4E~ET~l~c~I~T~Y~o=F==c=A=R=L=s=B=A=D:::::::ls=RE=E~71 ~t . ~ G !/J +-ENGINEERING DEPARTMENT 1 7 ii !j
~ u.,' ~ ff ~ ~ f.\ t 'z GRADING PLANS FOR: LI.I ~ ; i
FIRM: PASCOLARETSUITER&ASSOCIATES ~ Exp~·12731~14 fil CT 02-17 SHELLEY PROPERTY !:::u-,;i~
ADDRESS: 5J5 N. HWY. 101 *. "FAIR OAKS VALLEY" ~i~J CITY. ST.: sol ANA BEACH, CA 92075 CIV1'-"' ti o<t o; ,
SCALE: 1 "-20' ENGINEER OF WORK
BMP TABLE
QUANTITY
TELEPH07i: _.f.858 259~ DATE: I ./ AP2£:E;i:z(a,, -f!t%:N K. VAN PESKI 11--/tf-13 s i~
1 .. =20 . BY, !1-/jlL WIL~AcKJ LDrlf/!'b '"' s~L ENGINEER PE 41204 EXPIRES 3 31 15 DAlE ci ~.~
DWN BY: WGM PROJECT NO. I DRAWING NO. u 8 r; -~ I R.C.E.NO.: 7 . DATE INITIAL DATE INITIAL DATE INITIAL CRHVWDKDBBYY:::Me CT 02-17 440-5A ~ ~~ l-~:=-==~o=~-~2:0~--~4:0 ___ ~6:0~----~============================~-----:RE~G~/S:TR:A~TT~O~N£~XP=/R:A~TT~O:N~D~A~7E~,==l,_2~/.~3~1/~j=~4=-=-=-=-=-=------------~-_}_JEEN:o:1N~££~R~O~F~w:o:RK'.[_ __ _:R~E:v:1s:1o~N:_:D:E~S:C~R~IP~T~l~O~N---.J~OTH~ER~A~P:PR~O~VAL~l..::Cl~TY~~APP~RO~V~AL~~~~~~~~:;~~~~~~:;;;;;;;;~E~1~4~571 a.; ill '.l.
BIO RETENTION BIORETENTION 10,455 SF BASIN
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J>.:. CIVl\.
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GRADING PLAN -LOTS 15-19
* INTERIOR NOISE STUDY REQUIRED
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SCALE: 1 "=20'
FL=424.10
SEE SHEETS
ENGINEER OF WORK
GRAD I NG PLAN (S)
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GRADING PLAN -LOTS 37-41
* INTERIOR NOISE STUDY REQUIRED
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SCALE: 1 "=20'
I
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' ' ' ------;::--~c....e;;c.-=-------, ____ _
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INSPECTOR ATE
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-3 FIRM: PASCO l ARET SUITER & ASSOC/A TES ..., "' ~ _.,,. {:/~ :.,:.~ GRADING PLANS FOR:
GRADING PLAN -LOTS 35, 42-46 ADDRESS: 5J5 N. HW't'. 101 ~ ~ j -o 01 ...._011.11
1:B No. 73620 :::J
"' Exp, 12/31/14 "" CT 02-17 SHELLEY PROPERTY
* "FAIR OAKS VALLEY"
NOTE:
DISTRICT REPRESENTATIVE SHALL 8£ PRESENT
AT ALL TIMES DURING CONSTRUCT/ON NEAR
EXISTING OMWD FACILITIES.
CITY, ST.: SOL ANA BEACH, CA 92075 =en., i w, Ul .9 t
TELEPHO°llN ~i2§8) 259-8212 L t:i: ~ ! '¼ / '7 --:i IA I I ,2, A~P · EQ./ L t4lG'EN K. VAN PESKI • OMWD NOTES: BY: '"+ f ?.~ ______ DATE: F(.L.[f./l-/✓ -t.,,:-_ ,K. ?,/J,,, 11-/#-/3 IX 1.1
1) DISTRICT REPRESENTATIVE SHALL BE PRESENT r (WllliAM G. MACK)"' -LL----Cl: j,11. AT ALL TIMES DURING CONSTRUCTION NEAR \ 2-f•IS :5,z,,. 2•'j,/5 ~ SE !OR CIVIL ENGINEER PE 41204 EXPIRES 3 31 15 DATE ..;;i "'
EXISTING OMWD FACILITIES. RC E. NO 7J620 Q : ' 2) WR/TIEN APPROVAL IS REQUIRED PRIOR TO . • . ·'~=~----------DATE INITIAL I OWN BY: -.WG\tl PROJECT NO, DRAWING NO. U a~
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WORKING WITHIN O·"WD EASEM"'NT. DATE INITIAL DATE INITIAL CHKD BY·. '5ff,J CT 02-17 440-5A en ~ l M c, • REGISTRATION EXPIRATION DATE: 12/Jl/14 REVISION DESCRIPTION -.-M •
-------~----------------------------------------------------------...;.. ____ -___________________ _._EN_G_1N-EE_R_o_F_wo_R_KJ... ______________ ...1._oTH_ER_A_P_PR_ov_AL-1_ci_1Y_A_P_PR_o_vA_L..J..._R_vwo __ B_Y_: -----------------,,1 ii: ::H
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OMWD NOTES: I) DISTRICT REPRESENTATIVE SHALL BE PRESENT
AT ALL TIM£$ DURING CONSTRUCTION NEAR
EXISTING OMWD FACILITIES.
2) WRITTEN APPROVAL IS REQUIRED PRIOR TO
WORKING WITHIN OMWIJ EASEMENT.
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ENGINEER OF WORK
FIRM: PASCO LARET SUITER & ASSOC/A TES
ADDRESS: 535 N. HWY. 101
CITY, ST.: SOLANA BEACH, CA 92075
TELEPHONE· 858 259-8212
'I DATE: B~ ~ _-..!L.:::c---
-'(WILLIAM G. MAC 1
R.C.E. N0.:_,7,:,JJ'Q;62~01_ _________ _
REGIS1RA noN EXP/RATION DA TE: 12/31114
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OAlE INITIAL
REVISION DESCRIPTION
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ENGINEER OF WORK
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FIRM: PASCO LARE'T SUITER & ASSOC/A IES No. 73620 ""
ADDRESS: 535 N. HWY. 101 p, 12/31/14
CITY, ST.: SOLANA BEACH CA 92075
TELEPHO
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S~IVIL ENGINEER PE 41204 EXPIRES 3 31 15 DAlE ..J ' z~!~5 INITIAL DWN BY: wm,f PROJECT No. j DRAWING No. B 1 ~
REVISION DESCRIPTION OlHER '"PRO"AL CRHVWOKD BBYY:: ~~eo<CL-CT 02-17 440-5A !:!Ja.; 1 \'.·:' REGISTRA noN EXP/RA noN OA TE: 12/31 /14 ENGINEER OF WORK ~ , CITY APPROVAL .... ~ a,__ ____________________________ _____.:::::..::.:=.:..:::.=::.:.:..::.::.:.:::=::::::::=::=. ______ _r::::=..::....::.:.:.i.._ _______ i::::..::::,::::...t..:.:.:..::.:::.:::.:.:::.J..;;;;;;;;:;::::~~::::;;:;;;;:::::;;:;;;;:::::;;:;;;;:~::::;;:;;;;:;;;;::;;;;;::J ,.
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OMWD NOTES:
1) DISTRICT REPRESENTATIVE SHALL BE PRE:SENT
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EXISTING OMWD FACILITIES. 2) WRITTEN APPROVAL IS REQUIRED PRIOR TO
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THE CITY OF CARLSBAD RESERVES THE RIGHT TO
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ENGINEER OF WORK GAE:00
FIRM: PASCO I ARET SU/7FR & ASSOC/A 7ES No. 73620
ADDRESS: 5J5 N. HWY. 101 xp. 12/31/14
CITY. ST.: SOLANA RfACH CA 92075 CM\.
BY: tJ/1/JiL+W _..,.1£,,. _____ DATE: JLrl1j I,._,,_~~~ TELEPHO~/-tl~:~-~2 I
(WIW M G. MACK) I ~
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REGISTRATION EXP/RA TJON DA TE: 12131114
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No. 73620
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ENGINEER OF WORK
FIRM: PASCO LARET SUJIF;R & ASSOCIATES
ADDRESS: 535 N. HWY, 101
CITY, ST.: sot ANA RFACH. CA 92075
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11-14-13
DATE
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MIUlMUM REQUJREMEUTS FOR IHfORMATION
BULLETIN Retaining Wall/Level Backfill
221 r.:fTY OF-SANOJEGO.DE'JELOPl,!Etff SERWJES
fo• '=11 • _;;,,,. u,~,.., 1222 FIRST A'/ENUE, MS:WI sANOIEOO,GA~2101-41S3
C.-!-.ll, ('319i 4-16-GSOOFOAAPPOlmMEtHS~_D ('3:1,',lj $-5000 FQR_J~JFQRM.ATION AllGUST-2000
C<i,u;trudi!ln. of rotullling w!Ul<J, <1.~~pf. t~ k!aEi Uum
lhr!<U f~t high, lll<!(l;l,U!ed..fmm th,i Wp .,ftlw fuvtl:ug
iu 1he! lop_ot' th!! wall mul 1wt 1>ui,~onti.Dg 11w'l;hlitl,'t1,
raquil:e11 a permit and ii; reguhtild by City ofS,!illDk>g,o
.MlJJllcipill Cti~-
to.fo,miltiou Bulktln 221 outline.i t.00 ~itr'a r-.qo.ir_e-
m&pt-a fur teiainuig w.tl!o'! wi-lh level be1ddill, Iri!otJUa-
lion BuJMin 2'.32 d,;,~~riW(i-,.,truu.h1g walla _With _-aJ_op-
W.,:-bt11..·klilL Th«a,;, bulliltwa me inkn,foJ lo ~rov.idiH1.
6impfa eltemafr,e-~ d;~uig.ning miullJ'n1tcii.cl1Jg_ waj_la,
bu_t ,;h(;u.ld b;; l);.',€d only whei·e appri;priat.c e.oil to1idi-
tion a~ the site, s~,,, s~~tiim VU. SOIL
Fli.r miormAlk.n P.11 how to obtai1H1 pel'1ni~ for areiu.in-
it.g w.nll, >1e.v Iufonn.atKtn BullE<tin 220.
L ZONING REGUL\'.f!ONS
Ratal.ning willh. lwl.ghl~ ai;:; ahu, J<Jgula:i,ts<l b:y
the wning .bwn ofthti diy !111 folla:,1~ Too b.eiaht
ora n!l.alai11g wn.ll fa mea.su.red fivu11,!,.ri..de·,:w,
~00 l:oWel' ~ide r.f ili<1 .c;)!.runln,;: wa.Jl lo th~ top o(
th~ retaining wall (E.1:::po-J-k.ilgM B), ffiOMG
ti3.0210(b)l2)J.
San DitigoMwlldpa.l CalaCJmt,W 14,Articl<i2.
Divifilon :Jugulaka th!¾ loeatiuu mid the Might of
th~ n,taiuing wrub lit the :i;qirin:tl ~.:itbB;;lh mld
Ui the ~biibilit:, ruea as follow:=,;
1. R!lt:u°nlµg wul!.. in vi...cibility aw:12 aha!! no<
i:;t-.:!!"d. 3 fMt 1n h~ight. (SOMO 1-12.984C0il).
2.·'J'w,-J refciiuillg v;ul.hl ,,ith n.m,i.'Umwu h~lghf
1,£ 3 r-..et llR~-h are pi.l'w.itt;;A _in the.n1'4.uired
tl-Unt and ,rba1t1~ 3ide yru:d if th.e _ty, .. .) retC1irilng
wal.b ati. <>ejiarate.d. by ii m.l.nim.uru hodz..,ntal
d.i>Jtilll.:'ll ~uial,i:oth,,, h. .. ip.toftb.i upp,e.-·wrut
@DMC l-t'.!.03~,J{cllll)
3. Tw,o rer)l.Uling wall.i wlili i. ruwci.mw1fho:izh~.~f
6 fuet s.!di. &J< p~l"mlti;~d in. th,i, r.:qufo:d akw
nnd mar ylif,:l if tho t;r,J !'iai~~nint wnlle urn
'.,;,p!!Iat.ld by a m.i1tirnum horh:t.1nt.:tl tlh,ituw,:,..
eqllal-to lli"' heigM aft.h.i, upp'<'r ,1.tll. (SDMC 142.Cl'J-lQ(dJ(:i)).
Noif!, R<Jtal.lling "ni.lb hlgh'i!r th!l.ll-5 fa~t iuay
r,,:qULl'.,o u ~radi!I~ p,:,rnllt.
-U, V.'ALL-UE!Glfl'
For the pu.rp!A:M! of di,-dsning the wall ill thi11 iu.•
fur.mofo::,n bulk-tin, wall h,:,ighl; hm•.Hl.allt•cd frum u~ ~op vfth,i footiµ,!l' W th ... tllp of tha w:,1:IL
\'lall11-not ,;ha1Tu. L1. Tahl~a A'-on p,1;?-2 mu.st be
d,rejgn~d spedfi«tlly I,u !hti "'-!![~ti,ng ,wudilio=,
Tiw walls ~hown OOn,uua tl""'1ign~d fo n;,taln only
1Dv!1l ba~klilL Nu liw!din)l foi1.m:l.e1tion, !da_iuing
wall, W'iv'J'vay, prukiug, t'euw, t1r oth!i.'-1' _p!!la!/nli..'ll
~uuu.:e uf lo<.ldiilg un th,sa upp<.!l' lev.-1 ~ a!b,wed
,.,ithi.n u diat.m~ij• 'a<J.llai to the h;,ight of lh<1.w.nll.
S!l.,digllie 1,
HI. CAUOSHA PJilU1UT1W1UYER
A UAIJOSHAo;:_9.11.!iU'lJ.ctiou. uelivi~ pe1mit' 8 w-
quii'ed fo~ ~oruilrudkm -:,f~ru:hes Or S;\.Cilvati,;,lli!t
whl•:h a1~ nv~ feet <>r ik.ip<:r D..lld lri.to whkh n
per.s,;,n .ia_n!qµired ;.-.. deaoarnL Ftir iru,J:'..-i:ulbrma-
tfo.11 pl~!! ,;:~nfoct:
CitlfOSHA Em'or~~m;;nt. Unit district oilke
717d. !ifotropolitl\u Ddv.i, St!!. 207
San D.111go-9'1103
{6UIJ '167-2280
!i's.JI'. (6!9) 71.J7-22.99
IV. l'r.L\i:!ONRY BLOCl{S
G<.;ni::efo nmw,;nry uni6 11hcl.l b-.;-"'-t' !ll.!w shown
on -d.rnwinp a.ad rnnfonn iu Ai:i'TM CSO (CBC
210/Ui .fi.fodium Weight-UJtits wi~h n.,ai::imum
liosmr sh.r.inkag.i r.if 0:,)6%-; F'n1:=1,50d pd gr11ul~d
wl.i,j r~ini<l-m,d ,-el.la.
All lli!.ld ruid' b.idjo\nla ,;,,.hall. be-3,3~ tbkk, Iled
join la: <.sf the ;;trut_ing colU':..s_o'Mt tha eo11~hlf>!
foundation Ulll;.' ho behre<m JJ.¼' n.nd :Yr, (AC!
G30·,U)6 a~dfo.li 3.BBi
Y, !3l'.EOlFJCATr6NS:
A.C:ONCRETE
Gonc1·~te for-footing~ muatha\0<1.J1. 1]1)niunun
iom_pf~Jsiv;i.~Wa11g!h ori,501} p1,i_,it,28'Jb1a.
(CBC ,1805.-!.2.1), C!<menh,!l!lll wnfo:m to
AS'l'hl-GlOQ (ACJ ::l18-illa.:.i.:lloa·3_2).
.No~: PldM.it (Stu~;;.c) ~-.im~nlASfM C 1228
is ncl p!"<mi.itted in tEifoiJll:Og w-alll! loteated in
Bs1lllu1J.¢ .Dd~ C'1,k).<ory D.
.O.l'i-IOR'!¼.R·
'fh~ 1i:t0rt,:u; mix: int.mt" liirrn 1t ,;ompre~ive
,'itr,m.i;lh <!•-1ual lo 1,800 pai mil!lniwn W.Bt!
T.ili!u 2105,2,2.1.2>. Mortm for u,,,,,:, iu lllllCl()_llfY
PrliiWd<Ju r~)cE _it p;,psr. '1lail our ~,eb ~it.! ill ,wrN.ea11d_gqo.9::.w/tfe-,-,roein_anJ-~ePvic:EU?-
Up;n 1eg1J.~f, lhi-s illfarrru:iii•m i:,i ava1l,at,!.1 fn alti,matrro ~,mats f,:;1 _parYiM ·111th disdlilil.1e1.
MINIMUM REQUIREMENTS FOR IHFORMA'flOM
BULLE"flN Retaining Wall/Sloping Backfill 222 CITY OF SAN DIEGO DEVELOPMENT SEFl'J!CES
., ... -O:ur-4-•Ll••~.. 1222.Flf!ST A'IENV.E,MS:lOI SAN DIEGO, CA921fJ!-41S:3
C'-All_(619) 44~~~0 FOR APPOlmMENT8 At-ID_ (1Vi1}446-50:!0 FOR 111FOAMATIOU JANUAm' 2010
C!ilnstrucdr,n c,lrewinlllgwallsi<ML1>.Pt 1.brui..> lt>.!>2 ihri.h
t1u ee fi.-et high, nma,au111d fr,.;m thd-t-Op of th.e-foo6D.¥
Lo lh-;1-W_p r,f th'"" wall.!1.mi .u.,;it auppoith1g ~w.--,barg~,
1'8q_uirea d p<ltllllt andia re;,:uh1hid by City ..,fS1m Diego
lrhmfofpril. Code:. -,
.fnf<Amnifon Bullutin 222" out.li.ue~ I.he! ~-it,:r"a 1equita-
m,:,nt,< fri.r 1"£f.,i1n,ing woJL; wllh ~loplllg ho.ckfil_l. lnfur-
mation Bulletin·221 de1ao..-rihea n,toini.og walls. iv.Ith
Nv.d bac,_X,,:filt 'Th~""' ln11lefolB ar..i iuWnded Lo provid,tl.l.
o.imp[,:vtl~ernative v.l deaigni.ng Illlnur.1emining w.lllL.
but ahuuld be u,;;;J: onl;; wh,w,.Bppr,;p.date ~uil ,;:011di-
tion at lho1 .site-, 800 .".ii,::ti.:au VIL SOIL.
F~.r iu.futlll..ti.li,;.11, on how\;.) uUa.i.uu peymit for a n,lliin•
in,¥' w¼ill, ~H, lufonnnti,:,n Bulfotin 2'.?0.
L -ZONING REGUL.-\.'l'IONS
Ratainlli!:" wc1lb fo.iif;hld aEE u.ho rei.-ulu~ed by
tlw ~oning lawa of tlw dt)' M foUows: '!'ha height
of a r.;;otaiuiug wall ia merulm!?tl &,om ;,1ra.J.i ,m
th-:i low..:?' ~ide-of the r,atuinlog \'fall tu th~ ts.,p uf
U.11, .r"rnini1:1.; wall, (E.,;11<~J. h..J;:ht El, lBDhlC
113,02'Hl(b)f.2)),
San Di,;,go Mrnlliipal C:0011 Cbapt,;,r 1--i.Arliclo 2.
Divii.fou 3 rr1g11laka th-o k-~atimruid the height rif
tlw rda.iuins wu.l.la in tho r.:,q11ire-tl 11<1!h;:i.::k>< ,md
in th<a1 ria.lbilhy ruo?a. as foUowQ:
1. Re-tni:ning wilh h1-visibility arn.n,; .dull} not
e-::u:~11;d-3 fuatin•h.,ight.(f.l_DMC U2.0340tbit
2. Two Nt~ w11lla with a w.a:sllu.urn lwlght
of3 (!lot ..mch am pennitt~d in the-re,1u:ir-ed
fr•'lat !Ind .i.t:.ni•;t ~de-.n1.rd if tlie hYo tuWnh g
walls me .!l"1p&s1t~J by II uiiul.inmn h-oriz:.cmt.,il
dialnri.~e aqua! to the hei.gld of Uw u_pp,ar 1mdt
ff.ID.MD .1-i'.!.!l-340{~)(1)/-..
2, Two.ro;ituiniug" wallia! withama.-cim.uw h:::igla~ uf
6 futit eltleh .u>! P,,:,1·mitt....I in·lhe '"''tlUr,.;J ~id,,
.iod :enr yard 1f the twp ru~&niog wall::; ru.i
separated by a m.ini.m.1J.1n.-l,r,i·ia,nt,tl J.i,,fo.noo
equitl l;u-Uwheigbt Qffui _uppsCr wa!L
(SDMU U2.IJ3'iG(d;(lJ).
Notet Rehtlnitig w-01.Ie. hi$"he~ thal). d-feet moy
:~11u.i.r<! a ,i:1ad.inr,i: ptl.1·ullt.
ll. WALLHEIGH'r
Fo.-th;. pwp~ of d~gning tbs wall in thls in-
furmnd-on bulliit.in, ;rnJlh~ighl: ia me,J,.i,Ured. fro1ll
tlw top of the fooUng tu the-bup •~f th~ o7alL
Wall~ uo~ ab.nm .in. 'fi;blli\!i A mid 8 0:11 p~e -.g:
JULc.t be d~.i.isoed $_p~d.fkal17 fo.t tlli' e:Uathlg
coud.itiona. 'fha wnlla .iliown kn, ar.-; d•"aign~d
W retain only .1lDplng_ budjill.. No building fbun•
datfon,uitaining wall, _dri~~wuy, pru·king, &m,;,,
or utffi;r pot,mtial M>W't" ..,f l<>.udlng ,:;n tlw up~•
fovel is allowed with.in. 11 dL!.tane'i! s,41.rn.l t<J the
h~lgbt cl'Uw walls~~ iigu1:e 1.
HI, CAilOSHAPERPill'fi\VAlVER
A CA!.JOSHA.-:on.strui:fiou a.c-t.:ivity p~rmit 13 ftl•
quired forcomtl!uction ,;;ftren:hea or fai'cava~oM
whi,;oh Jlfil tiv~ -f.::et o.t' d,:,ept'r Mri-iuW whfoh. a
p1mi1m b requii«d to dl;!B.,;,.iud. 1-'<llr m1:m, informo·
t:ion pl,!.:lil!l ~ou~act:
C.:il/OSHA Eufur~~n..:mt Unit.dlst.rfot Oftic1;.>
7t75 M~tror,olimll Driw, Stu. 207
Srul Di~ 921GB
\6t9) 767-2280
· Fu:d619) 767-\tl99
IV. bL\SONRl'. BLOCKS
~,;,ncrslo rnUSOill'y UAi_t!l ~h-ru.l be ~t\1ii.e1:1 ,iliowm:,1i
r:ka\-.Ulg.tand ~afOrm f1.1ASTM C91J (CBCZlO'J.1
J M.-idiwu Wef,;ht Unita with maxim.um. liitear
shiiiUUl,{'al" of 0,0!'tt.s, ll"m,,1,600 pJ>i gro~ed a,.;lid
-Ni:nfurood ocILi..
All h<:i&d Wl.d b,;,<l Joln\11 2fuiJJ :b.i 318" thick. n~ct
jr,frits lJr th.i-~~aiH.ug wurne uv.i.t-the c11n.:rete
fuwidatkm JUay be t.etwean 114" aud at-r. (AC!
53.0.1-M iiOC!tl,m. 3.3BJ
f>(o sp,:,-ci.lll. i.ltSJ)li'sCdon_ii; r.i1iuh·edfur mt.a in•
u.1..;: wall,;i up·t.., tJ kt!t u1htiJ1'Lt:.
V. SPEC.:fii'ICATIONB
A;CONCRETE
C-oncrnte for fo1Jtin:a:11 muat h1we a minimum.
~,;•u:ipr1:<~~iv'o ~rtl11gth u! 2,500 _psi ut 28 da_y~.
(CBC 1806.i.2,1), Cemimt_ afu1H conform to
ASTM-Cl50 (ACI .318.Qri oo;ti,;10 a.:,n.
No lei Pl!f.,;ti,i (SLu-...:o) -celiui11L ASTM C 1328
· ie·'.n,.H penuiUeil lli rntnining wall~ loi.:~tcd in
S.iiaw.i.: lk!,igll Ca.Wgvr.r D.
ll • .MORTAR
Th~ n10tta1· mii,: ml.lSt ha'ie a coiupred,Sive
d."ongth <'quol L:> 1,800 p<>l n:d.n~a:11.,n::,:(CBO
Tab.le 2105.2.2.121, M-orfo1 for I.),,;) in m=no-
P1ii1tad ""' 1.sc)Ck>d p~par, 1/1,ait our ·1,~b-;;ile. at·,v;",•,r,3and.im1.,pvrc1~•"![1>pmant-san•ic01a,
!JP,,n li!qU~I, this information i~ ru;iifffl!;I ITT alt8m,;iii.9fam1aH !;i'p.;i.x,M "f,ilh. disooilitillM".
City of San mayo• lnform;J.tlcm Bu!!Gtin 221 Auyust2QOO
wna_ku~tioo shall ~i;ufutm toASTM C270 wld
allllll m;,u.('r1t_µl ttJ the-pi:-oportiQ.ll _11pi-:..:11h, .. 9.tioLU
QiTabl~.1.1!)3,8.(1) or ih~ propQ_dy ~p.z.i:ilfoas
ll'.'llil ofT::i.ble 2103.8(2) of tlw CBC.
C. OROU'l'
GtuuhuU11tlu:rr<c1 a ~ompiM'>.~'ie atrongl:h ,.,q_U!ll
kl 2',000 psi !lliulu:i_t.mL G:rout i;"b.nli ,wufvmi tu
Table 2rnJ.12 or t,, M1'M C .476: ',V.Mn grout
cuufurrua t·o ·ASTM-(l· 47_6_. !he'. groul ~h:tll b-.i
6pe,;_iJhd b_:r pn;p,.:ti<.ir1 .tiiquiiem~ut.~ or p1op--
e~· ty nt1ull'enwnt~ (CBC 2!(/.2,12\
E, REINFORCING 6'f.E.EL
Ifoinfordna ~.toe} mus!:c h~ d..,fon_ned and .,,-An•
ply with ABTMA 6Hl (CBD.2,11}3.18.1), Gtrulo
60. Wlwn 1:1necc,minuu"Wi bar cannot De 11."Ed,
a !up i:ir i;plica -Of'40,bar tl.iFmwtElt6 .i!lrniiuirnd.
All bar" ..-hall be d'i!llll r,f IQ,;,,;\! flnl'l.7_ ruat.
gi:oru. .. «r,uther mi.1kl'lab .li..k,ily lo lrupau-t-,..,ru}_
(ACI 31:}05 w.dfo1;1· ii,7)
Reiuf,:)l'l\:6-U1a11t in fornm!h1 ~h;ill bi. pmtia.,;;ted
ll'om cum.cio.i:,. and: ez:po.i,;Uiu fo . ..:hforides (AC!
318-06 Se<:titin 7,7.61, Concr,aW protection.fur
r~infurceu:umt shnU b~ .it-l!<ilat 2" t.<, -siarth
w~n fhw wni:J"o!;te Li ptaunid v.galrult tha ~anh.
(ACI 318--% Bediou-7.7.I).
Oua ;14 n,lniudug hm-m!.lii-bil pla<;:..,..-llc,ngitu-
d:inally wLthin the \\'all tn a bQnd.bep.Jil bkd::
iev,uy 16in~•ht~-as th.. hl•,;,,:ka ti.re-laid up. Sa~
FJ:,:_u,ru 2,
i: MORTAU KEY
To .iWur-a pn,p,;,r OOnilin~ b,,_b'"-""'0 th'il' fu<>tlng
and the fin1_t cou,ae ofblodt, u iiw1La.i: luiy mtJ.St
b<1 fomwJ. by s,mbed<ling o.. lint 2.-.c.4 flush with
.i,nd.aJ .tli;, h,p uf ltw ti;e-ahJy pliL~e-d footing,
It ah!luld_ba·r.:rm;,v.,.,d ufl,ir ~lw wn.1:-:etE.> h.!1,1
swt ... d t,;i harden (!!~out 1 hoiU'J, A mortur
ko:,-_111a:r be oinitted if.the fuat Gowae, ofb~u~k
iu oola Info tho fne~h. ~olli'.r~W and'a good bdnd
ia obtalne.d-
y 1. WALL DRAINS
Wall draina m_ust b.i plo'l.ed a_t iUoo~ interval,,
a!u.og the len~th.ofth'e w!dl u.nJ_fo_~1.1t..djwt ;1u.l~•,;,
the !ITil'e1-0fthe-oo~ o~ pav_in;.on: th11: front fo.~., <>f
thQ wi.ill, Th3 drains u111.y-be-fo.pn.ed by pla~iug
a bk~k on ita ~de at 6-foat inte'rv~; Py lwvillg
out lhi mo.rtar ill. i-ha vsrti~al Sp.wea b"'tW\llill.l all th..t blt.o~t_;. iri tOO tln,t 'i.tiur8e ab_we 1-w ,:;oil Qr'
pu·.,ing-\M.f,l.d. joint) on th1J--O:out fue,. uf !he ~,nll,
by imoti.illi.ng 4-.in~h r.llum11ti,-r (.ha.in ill,i..1-.b..,hlnd
tha wall. or by ,111y oth~r· s1,:,ail-.l).1abl:s-'='"tuiv_ule_nt
1lli1-!.hod_ Badtltll b~hl11d wsll dri:iine. -or ap,rn ~d
j-,lll\a niu,;t b11'fowe· rubbb 01· gnwd ut_i<=fillt 1Z
im:-llila wida aild e.d..,udi.og fr'om flw· top ot' th!.!
1..-all to tho top. 0-ttl:i.e-· footing.
VU. SOIL.0E$.IQN CHl'l:EIUA
ThiainU,1·ni..'llion.Eiµlletiu bto b.. used ,ml}' ·nh,m
tho aoib ta be retitim.<l :11"ti ti.~t ~.Tpmwive (Le.
e.,md;y '°'°ils). The do&-Iguof llii:,i iufutUJUtto.b. bul-
letin W basud.on lhi;ic fulluwifli l'rit.:iria,
1. Soil typ11: gm.nu.tar, i:.c,n-oohwiv(? w;,jl b.!i.d&ll.
:l A~tivfl ell?th pr~~llUll! with nu tquivDlmt fluid
weight of3.0 poun.d.i p,;r cubfo loot.
J-. Pasaoivu. ,earth pr~aoours with au ~quiva.limt
Hqid ,n,ight of UiO ~oWlWl .P":' tubie .
,l .AllowE)bk, bear Lil,= ·1al!,LE> cflf,00 pu£.
fi. $,qil fr.id.ion fad(Jl 0.26,
Ifti:id,H_ing 1Hlil eouditions do nol o.we,; the~e-
ch,,rign ~rihuia 11r• lht1 cond1timw-,:u,1 UnlulQ',vn,
Yrn}fa-,:;hould bfl d.edi,Kll'i:.d by a..Statu ,;;f Califuruin
lkoi!u.wd dvil enginto,l' or .aidUk-d. A cuil report
nllly he ~,;:quired.
Nolt!: Soil latent! pr,rn.sure du., to .:,urtlitJlUlkr,-
IDl)tioJJ. l$ not lndu<l;;;d.
YUL INSl:'EC:TJONS
lnsp~c·Uom. mUBl be P"tformed tlurlllg aoaHmJ
pbil.>l?,l of,.:olllllruction.. P!eruia tall t\.,r .lru!p.,ctiow
altlw i\111..,wi.ug Um...,.,
A A fooling iu,1pedfo11 Li-Jle..id"'d wh,w fh'i!
!,!.'<o.;a·1ation furn footing haa be!ln dug with
thJ a1h,d tie.cl s.:curdy iri it."'1 find padtfo11,
iu;..i th11 11ite ia nmdy-fiu H..-, ~<>rn:rnW ~it b;i
placed.
B, A mllion,y pnign.iut h1.Spll{:tlon is ra,.,1ui.-,;;d
whan th,,. bfo,;.k hall bc.,n fold a.nd th,_, f>l,..-,1
fa in place-, but before-the ~1out h<1:J. be.;n
pluead.
1, If ds-fl.11.(Jut lwl~,i are used, bk,,;:k ma:, 00
lu.i<l tv the full hdgh-t 11l the gT<JUt i,oUI'
be-fora c1i.lli11¥ for the pr"1gr<>nt iusp"3t•
tfoi.1. Grout.3}-m.11 ba plw~ed ina eontin4--
cms po.ur in groqt lifta not ~-u,~,;;(:liul,1' 6
fv-,t.
1. H'cl1m.Mllt lwka are not_w~d. u,.11.1a.;onzy
p:agr.;ut i1:is~cti1>Jl ia requir«I.' prior to
.:.n.eh gt'Qllt PQUt, Blu,;k. 1.a=t be laid
hi.gh..-f thru:i' the grcrut pou.._ Nota thut
d'Cilll!JUlhl ill'.I refjuired !tr all grout pc,\l.f:a
uve: 5 fe;;t in h11ight.
C. Afl.er g-routiu.!I" L ~_p}.,k,,J and tv_d1. vt .-uL-
. bfowall dr11insme in-pla,,e,.but hifoM ~,uth
b.ackllil ~ plnc~d, cw.I fur 3 b!i~k.till/ih•aiWJgv.
in,i.~dion.
D, Wk>na!l -..,uk ll;j;j 00,:,11,;:□mpl~t.:J,call foi·~
final i1up.,diun .
'
Auyusl200!:I City of Sun D!9g0• h1formatk.in Bullr.ltln 22-1
WaliTJPe
Wnll Ho?.ight (fff1 ;r. 4~
E.~o,;ed Wrul H~ig:ht (Ef 2'-4"
St.im Hk111k 1'hid1:n..:~ ••
H,;d Dinmision IL) 1· -:r
'l'oe Dllui,11.,fou 1_T) 6"
v ... rt-Bru.:1 (Al if-1@24"'
V'i-'rt Bars (.8) if-1@2-i"
: Footing W.idth ( \Y) l' -9"
Fooling Bata /_CJ IIO!W
licy Di:31.!111~..:, ti·uw 'Tue u,;,ne
K~y1W;t0J non,;,
.li'Ob'JNcrrt:1::1:
1 'Uiblc:< A ma.k'<'¼ the J:blfowing .£11JSUmption11:
ft= 60fJOOOpai
Fa= 2-1000
SOiid ,Wiouting
Uaiog,holffm ~tres;_
II
4' -0" -1' -.s·
3' -O" 3' .3·
s· ••
1'-1" 1' · 4·
a· 11"
il-i@24~ 1#4@2-4~
ii4@24~ :U@2V
2'-1" 2' -3'
nun,; noPe
nun-i 6"
U(IIW 6~ x8"
6'*-¾$
-1,' -.,~ ~·
l' · 4~
l' • 6"
#4@ 16~
lf4@16"
2' -10"
if4@2-l~
12"
s•x-£r
2 ·WAfla nllt ,;h,nv.n in-T.ub1-i A m.w~ be de-siin.;d Sf,"dti~ully fur the ru:tu.al wnditiollil.
3 .!\II ~o~trudlon 11.1,wt <.:tmp.ly-w.ilh the sp..-,;:ifkallo113 .Ywwu in lhfa UW.i1mat.wn )lu!l~tiu,
• -,Vhiiu Wcill 'fyp-i.l l1I i.!I '""tulred, U:w llr,;t 32 iu~hea u£ blu..-k w,i_~t !xi-12--iui:h wkhl w-HU"Y units.
1,:o6'' BJr.i,;:k
Ii=B" Bb.:k
]Jl-,,,12" Bloc•k
Pog!i 3 otli
llI
e -o~
fi --0"
8"/ 12·
1'.-9c"
l' -4"
U@lll-"
1.14®:Hi-'""
3' -1"'
»4@24"
12·
8" :i: 12~
~ J/'wting depthahall b.-.i 24 inc~ b-.ifow Jlnl1:1h g1,v1= un.d 12 in~ of~orupw.ted ~oil ia roquired,,n top -0£fuot-lb..lf to .otabiliw tM wall.
1 .For the _purp;,se of tho:> ".r-u~tu ral deafgn, wall hei,ght Wlall be-m,;,a.sur€d fr•Jm Uw-kµ of Uw-footing to the-~oµ
,:,J'tha wull.
1 ]br moing nquite1m.•ot1> kn~e height ~hall be nw=ut'eJ fro-m tlniah grsck,
City of San Ols,y.o • lnfortnaU,m Bulletin 221
Fig,u;e I/ Surclrn.rge ond Slope &ithac.ks
z
"'S'Mlti.
F,i;~ud-"-...., iM!;ack-•-• f m•""'" ,a;;):.(.~ed-1Q foet
~ , ~k>pll st~Ufltl( !hui -..,(:!Lo,lCA 1:1 (JJ J':liij
0 ••-~ />2'U!n,~J••<I ~-1
'1/ll,IJ!lil 1;i fo!:! a
I H
i:■ f!)()tlna dlJ.iani:.a to --.--J. Surch~f(Je --J
nfoi,e <a~rfui:.':I'
CI'l'Y OF SAN DIEGO INFORMATION BULLETIN 221
Page,2of6 City of So.n Dh>,gu • lnl'Oun.aUon BuUaUn 222 J.anu;'tf"y 2010 January 201 O City of Soo DIG<:JO • lufom,atl-on Blttllitln 222 City of Sao DIQYO • lnfotmatl!)tl Bull~tln 222
oon.;trudionaholl cvnform e..o-.ASTM O 210 ruv.l
iiruill couform tr., the propo.rtfon 2p0ficntioll'3
c,r'fuble-2,103.8(1) .,r the pni,p.t'r~y ap.;;.c11ieu-
!k.na ofTnhle 2103.8{21 of the CBC.
C. GH.OU'r
G,out Wwt bu~;, a.~owpr~,;,;, ~mngth equal
to !l,000 p!U mitllmum. C:ruut ahall r.:01i.fon11 W
T.i!.hle..210a:.12 r:u: k!ASTMC 478. When·g.r11ut
•.mnfor.m8 to AflTMC476, the ~out i,hnH b,i
;;;pe..:ill'<'d by proportiun !Cl}llU!:aJU!!-!lt~ or _pro_p.-
tir cy .Ml uirsrm;:nta (CBC 21(1'J.12J:
E. REINFOilOING STEEL
R('iufo:cing :a?.OC'elmu.;t be: d...t'o1·1:iwd a.ri;1 com·
ply with AS'fM A 615 (CBC 2103:.taJJ,Gil:Y.)o
tlO. Wlrnn on,:,.t,:iu.Uu.uo\J.!I b'1!" rnnnut l:,e ll5'<aJ,
a lap 'i.i.C opli,;:e of40-bnr dii.UWlter::i is requic,i-d.
All hora ahall be d~.s.n uf.luos,;, flak:, ru~!,
gtel.lli_E! un1th.sr lllll!erinb likely taiwpairtorul. ·
(AC! 81&05 Sedlo11 iL1_1
R~inih1,;:em1mt in cm1;;reb sluill be prnh1cted
Irom·wr.rr-<;.fo1l Md f/.lCVJ.>Un> to ~hl<;rklu (ACI
818--05 Se-dfo.n 7.7.6). Co11~rn~· pL·ot(;cliou jm-
r<1lnl'0Hem=t .shrill ~8 at lorisl 2"0 to .;w:'th
,TW:•n thi! c,.,n!:fiita L3 p()ur-ad ngniruit. tllil eai:th.
(ACI 318-06 5,ietiou 7,7. O.
OILtl ii4ninfo,cing bur must ml plo«:.,<l.Jc,ngitu-
din.o.lly V1ithln tho wall Ul a bond b;ium. bloi:k
evi,ry 16 in.ch<#' ~ tfo; bkd:a :u:s1 laid up. Se..i
FJgure.2.
F. AIOIITAR IQ'!Y
'fo li:izuro p.n;per !)(}llW.(lg t,..it...-~n the Ulr,tiug
and th.e. fin;tcow:~&ofblod.:, a 1mirtnr key Dl!lit
bt1 formed by 0.ml:.edding a !ht: 2.1.4 tlush with
and a~ th..i top·o! Iha fni:ilily pfaced fO(oting, lt ahauld be n.ltnovcd nfteJ'..th-.1 wn.o.:zsie h.81!<
a!.a?t.ed t0-harden fo..bout ·1 h.,u;-}._ ,\ mortru<
k.iy may _be omittW .if'1be fm,t ~Omi;a Qfbk,ek ¥' ,wt into-th,; fh,sh. ·tom..'reW. and o gti«! bond
ti> ohtttk•~<l,
V! WALL.DRAINS
Wall drain.a roust be pla~t<d at 6-fout inier-vals
a.lung the length r,ftho wcli all.-dJ;'.!rn.ted J•.L;;t nhJye
the hivel oHhe soil 01· PaviPg !JU Hw front m~., of
!h,1 wall. The d:aill!.I nmY ba furnwd by pln.-.,i.!IB'
u bkitk uni.ta ~d"e l.l( 6:0foQt io.tan•ala, by I..av.iug
out the mortar ii:;I th,;; v!:!rt.ieaJ,s_pm;ea.hetween
all .t.b.e blo~k; in the firllt oo!Jf:iie cibov.o thtl .soil Ol"
pu.v:ing th1r.ad jointJ oii. th,;i U'oni fu_,;;J o-f the wall,
by inatalling 4-in~h dinnwkrr du.in liM b.;.hind
!hr;, wall, or by any other s.,m:1_ptnble ~,quiutlant
nwt.huc5. Batktill beWnd w-:i.11 dr!llllli or open hood
joints m\l\l-t-be lo,r,s,e, rubble ur gru-.ill at kaat 12
inches wido.! nnd e;d!lruliog from th!.' top ot' to/'
wall W' thi-top of tM fo1Jt.ing. /
'\,'i,!A GR
" .:;, "'~ ,_,
/:
i:B No. 73620
a:: Exp. 12/31/
VU. S01LDE81GN nUTE.RL\
'l'hia foftm®tion bulletin ht!} 00-u.s"d only wh;-,.o.
Ui.;, aulb fo be n,taiu..d are uut '-'-'i~u,...ive (i.e.
11a_nd7 ..ol!.!1). Th., -:fo~ign <>f lhis infonnutioll bul-
ldin ia ba,;,;:d un the follawing ,:,iwria:
1, Suil type; granular. oon-ci;~i.e wil b,a_dtfill.
2.-A~t.ive elU'tli pre~i:IUl'e with fill u1ui·1al~nt thrld
-weight <if:
t2 po\J.lld.3 per eubk foot fur-2 to 1-slof'"'•
60· p.-.,Utili p;ir cubic foot for 1.5 to! _;.lope.
3. Pa.ssiva earth prnaa>.tr;,-witb a.n equivi.leut
fluid WGigh~ ot':
200 _p-oumb .Pi?f 'iiuhil: foot fo1 2 to 1 :Mapa,
31JO p,:mn<la. pt:'!' o:ubfo foo~ for LQ W 1 alup...-.
4. Allowable benrin6 nilue of 1,POO paf.
6 . .So.ii friction factor 0.20.
_If e:icfotiog -soil c<>ntlitfons Jo not nief!t th~,;.e-
deaigu_o.,ite.r.ia.·_QI' the c1mdHium1 ,.mt w:i.luwwn,
,,.,an~ .ilioi.tld be u~~igu'ild by 11 Staoo ()fCalifurnin.
lfoem,;:,.d civil R!U,rin-r or mdlltwt.A ~oil report
n:w.y b.e req_\ll:W.
Noiei S .. il la-km! pr,;,~ure du;, to tia.r~hq_uak~
moUoo is notindudi.ad.
YUL lNSPEC'IJONS
lu.s_pecti"1m. mu.st be _perforuLed du.ri11g i;ev;;-rul
pha.,.e,s of eoll.lt.rudlon. Pl.,<u;.e call fot [naip11ctio,M
a~ llie fOllc,Wiug t.iu:a.02.>J:
A A fo.;itfo,g ina_p1icti!.n ii needed when the
a.,;cani.tioo fur a footing haa been,dug WHh
lJw ~t,:,-sl ti'.ld 11t1eurdy in its fl?al p~H.:m,
and the ,;it'! fa wudy for tha ,wnc1·ew ta be
plai.;ed. i
B. A WMomy pregrau! .i:u.~P~lion ia iequir,;id
when the Wad: ha.! b'}illt· Jai•l .i,nd the 11~.J
ia fo place, but b.e~la-thl:! g1out hao b<1.in
plaG11d, /
1, If i:kiam,ut IJ.ole11 al'e Ui:i.ed, bird: m.a;, be
la.id lo U¥-_,A'ull .00ight at th.a grout pcu.r
before. ~Hing fo.i_the_pitli\l"<>ut i.u11ptit·
tion, 910\;t shall hi< pfa,.:ed iu a continu•
O\l,J.pour in sruut lifti; not e:u;~_ooiug 6
t:; "
cho.ni:iuf llilles-1u-..J tJd uimcl, u ill=ruj·
_p19g1out .i11a1pE:1diu11 IB niqu.itwJ prior to-
~a,;h gn•ut l,Kl!ll', .Blood;. ,;:ii.nnot be WU
hi;Jher.-than the grout {l'-l"Llr. Note that
dMU!l.Ulil QI<';< ft1ql.Ul'11d fo.r uli grout POIIDJ
ovw 6 fa,i't Ill height,
C. A!hir 1w1utinw !.::. cowp!'.lt.ld anJ rack QI rub-
ble' wall dialllli ru:e in _place, but befe11,:, ee.rth
i.-ack_lill i,,-__pl_m:i,d~-~!ill . .Wr a ba~kJi.ll/drai:-1U1ge
iMpedi\m.
D. Wh,,en all wurk hna OOeu e1JmpletW;cru.J.fu1· u
fl.nu.} illll~ction.
T.tble A/ H.equin111umla for V1u-iou.!i W11II Ueigh.ta 2 tu 1 Slop~ f.:.1;ui
WallT_n,e j II
W.o.ll Hi!lght (H)s J'. -i~ J' -0~ 4'. a~
E:,rpo~ed Wall Heigh-t.1611 2' --1"' 3' ~ (f' 3' -8"
$Wm Bl<>ck Thlcl.u~= •• a· ,.
II.:~I .Oim11naio.i ~LJ 1' -O" 1' -O" 1' -4"
TQ11 Dim11iu-lon. (T) 1'. '.i!" 1'-s,• 1'-8"
\.'.;ut H11!1.iAl #--1-@ ~4• ii--1-@2-t.~ H@2-i"
\';;rt lyu.3 (BJ ff4@24" i-i@24'' !14@24"'
1"oi;ti1J~ Width ( WJ 2·-r 2' -B"' 3'" -O"
K.iy.Di:,itmlce from 'Il,e ,. 6" tr
Key{W.i:DJ b""x: 6" &" .. 6~ a·-" 12~
if1.1ble-B/&i1ull'iuu11-uti. fol'.' Vadous Wt1ll Jfoigl1la 1.5 W I Blol.)8 ,;t,:,,.;
Wru.lTyp11
Wall Ifoi.:ht (HJ~ 3' -4"
E.tp<evJ Height (E_f 2' -4"
.SUilll Btock 'fhlclme,ss a·
Heel Dirue1iaiun (L) 1'--1~
T11e Dimewlun ('r) 1'. 5-~
Ve:rt Biu.s: (A) #4@24" v ... rt:Bw,,i(B) if-i@ 24~
Foafa:ig Width (Wl 2'-9"
Ke-y Di.stan~-., frum ThB ••
Klly(\Vx:D) IJ."" I:: 6-"
fOO'INO'IES:
1 Tubk:,i Amuk~ ihe full..wka" "1.llll ,uuptions;
. l's=-600000 p~i
Fil=-24000
S!ilid ~'l'outi.ng
Uaing half fm i;:tr~
II
~ ... 4' -8"
3'-O" 2' -a·
a· 8" /12' •
1' -4~ 1' -4•
2' -O" 2' • 2·
,114 @24-~ 11-1@2-r'
J4@24"' i-1@2-r'
3' -4" a' ··6"
6' •• ,an li: 8" s·.!1:10"
5' --i"
4' -4"
8"/ 12"
1'. ""'
l'. 9"'
,H@l!i"'
ii4@ 11:) ...
a· -3" ,.
12~ _"( 1-i."'
Ill
6' --i~
4'--ls
3"/ 12·
l'. Ii~
2· -a~
if4@16*
1-1@a"'
4'. 0"
12"
12" it 10"
1 Walla nnf: ahown .In Tti.bla A mrut 00 u~.,ii&n.,,d :.-~cifu:ully fur the-actual rnndit-iouij_
3 All~o™trUdion mwt ccmply ·with t.ho 11p.;.dficul!oru; :ehowu in th.fa· inforuuttion bulletin..
111
' "Walla I= than 'J 4~ in heii,:ht ~Jutll be llonairw;ted to ru~t the :r -l'" \t0ll ht1igltt desi;,:n tiiterill.
I,,,Glnch..u.bfo~k
ll= 8 foch~ block
I1I=l2 foeh~a blao:.k
6' -{I"
5'-0"
8~ I 12v
1' -6"
2' -3"
/U@.Hi"
u@·t6~
2' . 9~
6"
12"x 18''
?' -o~
(/ .O"
tr I u·
T .o~
3' . a"
14-5@ 16'"
!t5@8"
-i' • a~
12"'
12"" .1 21~
1 F<ioting d.eptb ;,hBJ] b.e 2'1 ini:b.~ b.,fow fiuiah l!:ra.!W ll.ll,d 12 ind:w.a. ofoompactvd ~oil is wqu:fred~oJI tup offuot·
ing t-0 :.tu.billZl/a thll wall.
1 F-.w th!.> .PW'".POSI.! ut'iha cr-..ru~iu.ral d1?iiig11, will} hEl-!/ht ;;ih(:ill b\! 1w;i11,:;u1ed from th~ fop ,:;fib,,,, footing to ·the top
¢°thew.all.
1 For roniug :;;.quif.l?m,,.nbl &nee lwight-.rhall b"' w.,:,aaured fr(lm fuJL~h gtro:fo.
7.
Fiu1u-e_2/ 'f:,·_pl~al Cuuh•oLJu[nt,;1
V111llc.:1.I 11;/dc1c;~1r.s11l ";\' J:,~1:.-
·i#4 Horlwnt..t raln!~u:en:~ls
r H
-.J--2-foc1ln11 ~l~!anw:0---+--J.-:i;il!((:h.~r:).<I ~ slopa 3wrl.w.:;
~1;0"'" ' "-
:"-J;:.,
G11ulklri1J
CI'l'Y OF SAN DIEGO INFORMATION BULLETIN 222
ENGINEER OF WORK
FIRM: PASCO LAR£T SUITER & ASSQC/AITT
ADDRESS: 535 N. HWY. 101
CITY, ST.: SOI ANA BEACH, CA 92075
TELEPH~:!Jr/(858) 259-..§?Jl.-.
BY: _I j lflf~~~
' (WILLIAM G. MACK)
REGISTRA 1/0N EXP/RA 1/0N DA TE: ---e!Z,.,lc.3u,l LI(lc,4 __ _
DATE:
Auyu:;t 2000
Jam.taty 201 O
Aug1.r.1t 2.009 CHy cif Sun .Di9go • l11fo1111.dion BWJljttlll 221
Fi,iuse 3/ 'Iy~ioul I 01· ll Ii.it.ullllug Wall wiU1 Le-v..,J D.1ckf1U
"
·-Mu1!~r '.If ,,rnwnr/
cap
b1;1;I tw.k~lt
·-Wall Ull(;k'JJa:@ a~ er a41m UJtle A
Z Ji4' ta 1J11, esinWf cf bar
';c:J----'kbai:i-pec-'f,.ibli> A
---'e"bw-a
p~r faol11A
--Gf',i~~l l:tutktln..;f fl' 'llld!l
-~-·l,tw~11koy
t.-----J"P~flf"<>l.e:ddmill
~1;,i,, {Sw.:i :;~don Vl)
---'C'bilr!I
PtKJIJ 5 ol 6
r-· u• rdnt!r1Jtt1 <;Cl><.:r1Xo \jeplr,, 12· ml,'llm!;llllflto
12 t,;;ir dJ111newr h<.l(::d" rnhrnum J "'"·''""'"'""~'''"' CG01pa,;;l,ajiJI/
;. 'c·,----,4-:.."•:,.:•'-,;'/ ,.
Kil:;' slta
6"folwal[:;up--1•.a•-+.--,,..+----l -----i
;md 12" forh o;;t,;Jot ·11alls
Jmiuw-y 2010 CJty of Sw1 rnugo • lnformi:ltkm Bu!Min 222
l''igru""3/ Tyi>e I aDd ll lt.itahi1ug W:.ill with Slopi.ngEucklill
.. ':-~i---i--f.-'--•----~
:>;'-..,_ __ _,_,_,,
il4J;,.,~ typl•.:&il
PilgO 6 off
GRADING PLAN (S)
CHy ol San OiGgo • lntonm1ti,;,n 81111.,un 221 Augu,st:2009
Fii;:i.ue--i/'fy_peIII Retillniug Wall wtihl.eve1 Buck6JI
12'
j
','lull
Jrnln
l2 t,g.s tllurni:141
ho~k-rnll'.l«l!Jr"l'I
P~06of6
..
"' ;r to :h<1 ~"Jnt.:r iJI ta.i,
'. ·,c: _,------'B"_J;l:aii
, 41) ,::a; tll<ilfltOOI l&pmlnlm~m
•·-~ .. , .. ,,,~ Mui:nr ~ey
-Cia·,,el !l!i.~'411! ~ Lap Jplltf l'.r1~f;k 10 li1!1l,
r--'C'ba,r~
L------a~ P\11'!1,r~ mol11 l p/11<1
~.
..
,,, •• , 3-t bilr~
typical
-Ke7 s!le, K
.. '
-· IZ'mlr,n~/'llCOnWt~
d",;-plil, 12• mln!murn l!"lo
a;i-i1,m.d gflJ\lmJ ,;;{ ,:ip;,;rg,,,erJ
!:Cll'P.,ci.id JIit
Clt;, of Siln OJ(igo • Information Bulletin 22:2 Jar.u.atv 2010
Fiiu.r<J 4 /'fypv Ill Retaining Wall with SlopUlg Iladillll
"
f.-------w-------..1
Slopa of_1,1foJr.-W.;,lM
\Cil~9rl a.. l'i!)1!.:J1tlill rw1 I,;, •~ill~~! ti:;,;)
• !l-i1!1i'.
r1Jt:t~Awl>:
l\l~ .
2 Jbi"io lt:<t~l'!r-'1;11 u/ l)a,
l.lur:ciri<.ij'f
(Im~~ blqjlJN-l<'~ ~~11.:.i, !2" i,ldo 31}-' WJT-.
-1" f'#fum:ad ,blrr , ..
:Jttt. • w,oe GillAveL ~A<-1<.FtLl-1;11111 12.•· ru1c1I.. so,1.. cA-P.
)\';*G,V\t-JULl\"R. f:ACl<'.1'11..L. wrrn tiXr'Pr1-'6l'0N \NOEi', OF L!i$5 \\TI\N '50.
~ Ll.ZJ CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
Lill
CT 02-17 SHELLEY PROPERT
"FAIR OAKS VALLEY"
K. VAN P S
EXPIRES 3 31 15 DATE
DATE INITIAL DATE INITIAL DATE INlllAL PROJECT NO, DRAWING NO, .s_ I i,~i '--~ TE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY: WGM
CHKD BY:~
RVWO BY: CT 02-17 440-5A
Thu, Oct 3, 2013 J:\Active Jobs\1451 OUVIVIER\1451.pro PE 1451
112013
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