HomeMy WebLinkAboutDWG 432-5A; CDP 04-58; CUSTOM HOME NEC OF CARLSBAD BLVD & EL CEREZO DRIVE; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. 7HIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON 77-i/S SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\IE ANY. PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDf110NAL DOCUMENTS LISTED HEREON AS 1HEY MAY
PERTAIN TO THIS PROJECT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE 1HESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE 1HE DE\IELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORREC110N OF ERRORS AND OMISSIONS
DISCO\IERED DURING CONSfflUC7JON. ALL PLAN REVISIONS SHALL BE PROMPT/. Y
SUBMITTED TO 1HE 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
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING 1HE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON 1HE 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\IE A RA77NG OF "A' AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA 7/NG GUIDE.
5. UNLESS EXEMPTED BY SEC770N 301.(b)5 OF 1HE 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
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF 1HESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UN11L 1HE 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 WR/ TTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF 1HE PLANS AND THE TITLE SHEET.
9. OR/GiNAL ORA WINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS
BY 7HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY \IEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSfflUCTION.
12. WHERE 1RENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC110N
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 COMPL£110N OF FIELD TESTS.
13. A SO/LS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OU71.INED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CON1ROLLED GRADING
SHALL BE DONE UNDER THE DIREC110N OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSfflUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA T/ONS AND THE
• EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA 110N. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHAU 8£ HELD AT TH[ SITE PRIOR TO THE
BEGINNING OE WORK AND SHAii BF ATT[N[)[D BY All REPRESFNTAUVES
RESPONSIBLE FOR CONSfflUCTION, INSPEC110N, SUPERVISION, TES11NG AND ALL OTHER
A$PECTS OF TH[ WORK, THE CONfflACTOR SHALL REQUEST A PRECONSTRUCTION
MEETTNG BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F/VE(5)
WORKING DAYS PRIOR TO STARTTNG CONSTRUC7JON. THE CON1RACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONS1RUC770N MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT MLL BE PROVIDED BY 1HE PROJECT INSPECTOR
AT THE MEETING.
15. ALL /NSPFCTIQN RFQIJESTS QTHFR lliAN FOR PRECQNSTRUCUQN MEFJJNG WU l BE
MAQF BY CAIi ING Tl:/F fNG/NfFRINO 24 HOUR INSPFCTIQN RFQllESI I INF AT
{Z60) 438-3891. lt/.SPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDE:O. 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 1HROUGH THE DE\IELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 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 PROTEC7JON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA110N
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 VAR/[$ FROM 1HF SHORING S'CSTFM
STANDARDS ESTABLISHED BY THE CONSTRUC110N SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISfflA TIVE; CODE. 7HE PLAN SHALL BE PREPARED BY A
REGISTERED [NGIN.££../L AT llif CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLAS11NG SHALL BE PERFORMED UN11L A VALID BLAS7JNG PERM/ T HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCO\IERED WITHIN ANY WORK AREA
DURING CONSfflUC110N, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERM/TT££ WILL N011FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEI\IED WRITTEN AU1HORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA 110NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSfflUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SliALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL Bf SUBMITTED BY THE CONfflACTOR TO THE
CITY tNGINEER 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 APPRO\IED BY THE CITY ENGINEER. TH[ CONTRACTO/?
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAG[ OCCURRING ALONG THE HAUL
ROUTES QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMO\IED ONLY WITHIN THE AREA TO BE GRADED. NO fflEES 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 APPRO\IED SET OF EROSION
CONfflOL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
7HE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE 1RIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECnON. THE Slit SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMO\IED
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 7HE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. NIA , AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
2004 -105\.,. TITLE3LOCK.clwg
29. 7HE OWNER/APPLICANT SHALL INSURE THAT ALL CONfflACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS Wl1H THAT SHOWN ON BOTH THE LANDSCAPE
AND !RR/GA 110N PLANS AND THE IMPRO\IEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 1'111H 3/4"
ROCK PER SDRSO S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXIS11NG PIPE LINE IS TO BE ABANDONED AS A RESUL'T 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 W11H CONCRETE OR REMO\IED AS APPROVED BY
THE Cl TY ENGINEER.
32. THE CONfflACTOR SHALL VERIFY THE LOCA110N OF ALL EXISTING FACILl11ES
( ABO\IE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE sumctEN71. y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND 1HAT THE ACTUAL LOCA 110NS ARE IN CONFLJCT MTH THE PROPOSED
WORK.
33. THE CON1RACTOR SHALL NOTIFY AFFfCTED U7JLITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 1HEIR
FACIL/11£S AND SHALL COORDINATE .THf WORK WITH A COMPANY REPRESENTA TI\IE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)660-7343
PACIFIC BELL (800)892-0123
ADELPHIA CABLE COMMUN/CATIONS f760)438-7741
COX COMMUN/CATIONS 760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) 760)434-2980
"CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722
'SAN DIEGUITO WATER DISTRICT (760)633-2650
"LEUCADIA COUNTY WATER 0/Sffl/CT (760)753-0155
*VALLECITDS WATER DISTRICT (760)744-0460
'OLIVENHAIN WATER DISTRICT (760)753-6466
"BUENA SAN/TA TION DISTRICT (760)726-1340
*AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -1HE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOlOGIST TO GIVE TECHNICAL ADVICE,
OBSER\IE AND CONfflOL THE WORK IN PROGRESS {15.16.120 A.BJ
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 {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLElf. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE Wl1H 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, \.\HICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF 1HE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER 1HAT 1Hf
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS 1HERETO.
( 4) REPORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YfAR AFTER THE CITY ENGINEER'S APPROVAL, 1HESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL EVALUATION ,
PREPARED BY GEOSOILS INC. DA TED
JANUARY 21 ,2Q./).5_, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPEC/FICA TIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 1HAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE 01/E'R THE DESIGN OF THE PROJECT AS DEFINED
IN SEC110N 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND 1HA T 1HE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT 7HE CHECK OF PROJECT DRAWINGS AND SPECIF/CA 110NS BY THE
CITY OF CARLSBAD DOES NOT RELIE\IE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBIL/11ES FOR PROJECT DESIGN.
FIRM: ___ __,T"'R,:l-::.D<JJIM,,,E=LN,,S"'/O""N,,A,..L'-"'EN11G?.L/Nu,Ee,E"'R"'IN,.,G,... __,/:uN.,,,C,~
ADDRESS: __ .,_P,,.O"'._,B,,,O,,X,_,_7.,,_9.,_t _______ _
CITY, STATE: POWAY. CA 92074-0791
TELEPHONE: A {85• J 748-8333
.Jl •. • IIMII. B~ r n -• DA TE: _c.:' o:::_-.,,,2 .. s:c::-"'o'-'s;,__
ERNEST H. CRABBE, , .
R.C.E. N0.:-"'04:,:,7c,3,,e2c<.7 ___________ _
REG/SfflA T/ON EXP/RATION DA TE: _,.,12.,/c,3<!.1.,_/,.,,_0,_7 ____ _
SOILS ENGINEER'S CERTIFICATE
I, DAVID W. SKELLY , A REGISTERED Cl \/IL
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIEW 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 BETWEEN THE DATES OF
JAN. 07 , 20 OS AND JAN. 21 ....._2f!05 . TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WlTH MY
RECOMMENDATION;,L J-.1,',S IJEEN SUBMITTEDQTO THE OFFICE~ ~F THE CITY
ENGINEER. 1,,#.0 ..... .,,,-,.,.,( IJ I h
SIGNED: I 1,,/. ~~~~-~)_• __
II
P.E. NO.: R.C.£. 47857
DA TE: _ __;lt>:___C'r.,___-'2;'-'1.____c.,,00=---r ___ _
LICENSE EXP/RA 110N DA TE: 12/07
OWNER'S CERTIFICATE
I ( WE) 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 INFORMATION:
G£0RCE PAGLIARO
PAMILA PAOIJARO
1 CALLE ALWBJIADO
SAN CLEMENTE CA, 92013
PHONE: {949)610-70-IS
LEGAL DESCRIPTION:
LOT 117, MAP No. 3312 IN THE COUNTY OF SAN
DIE:GO STATE OF CALIFORNIA APN: 210-111-08
VICINITY MAP
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED RY FIELD
SIJE)L£:( METHODS FROM INFORMATION GA 1HERED ON SEPT. 1
20 05 BY TRI-DIMENSIONAL E:NGINEERING. INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
1HIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
210 111-08
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
350 1665
BENCH MARK
DESCRIP110N: 2 1/2" DISC IN MONUMENT MARKED CLSB-I37
LOCA 110N: IN TH£ CTR ISLAND OF BULB TURN AROUND
20' WESTERLY OF A DRAINAGE BOX INLET
RECORDED: SAN D/cGO. STATE OF CALIFORNIA
ELEVA 110N: 62.87 DA TUM: NAD §.8
EARTHWORK QUANTITIES
CUT: 213/J. CY
FILL: 100CY
IMPORT: -0 -CY
EXPORT: 20J§. CY
REMEDIAL: 570 CY
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF' THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CON1ROL 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/CA T/ONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE MTH THE FOlLOWING
DOCUMENTS, CURRENT AT THE 11ME OF CONSTRUC110N, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 5872 DATED 5/18/05
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC110N (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY G£OSOILS, INC.
_____ DATED JANUARY 21. 2005
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT COND/110NS CDP 04 58 KOKOPELLI RESIDENCE DATED MAY 18, 2005
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED _,_Nu:/...c:Ac_ ____ _
LEGEND
DESCRIPTION DWG.NO. SYMBOL
'
PROPE:RTY LINE
LIMITS OF GRADING
EXISTING CONTOUR
PROPOSED CONTOUR
--90--~
EXISTING SLOPE
CUT SLOPE (2: 1 MAX)
FILL SLOPE (2: 1 MAX)
DAYLIGHT LINE
CMU RETAINING WALL SDRSD C-4
CMU RETAINING WALL (BY SEPARATE PERMIT) (SE£ SHEE:T 4&5)
24" ADS (DETENTION PIPE}
f5" PVC @ 1 % MIN.
4" PVC @ 1% MIN.
UNLESS OTHERWISE NOTED
4• PVC SCH 80 ( FORCE: MAIN)
2.5" PVC SCH 80 (DISCHAGE: TO CURB INLET)
6" LANDSCAPE DRAIN & CLEANOUT
4" LANDSCAPE DRAIN & CLEANOUT
36" x.J6" BROOKS BOX CB
ON DETENTION OUTFALL
8"x 24' TRENCH DRAIN
PROPOSED SPOT £L£VAT/ON
DRAINAGE SWALE OR DIRECTION OF FLOW
DUPLE:X SUMP PUMP SYSTEM
1" WATE:R SERVICE & METER
INDEX OF SHEETS
TITL£ SH£[T
GRADING PLAN
[ROS/ON CONTROL PLAN
R[TAIN/NG WALLS
DETAIL '8'
DETAIL 'D'
DETAIL 'A'
RDS-W-1
RDS-W-15
SH£[T 1
SH[£T 2
SHE[T .3
SH£ETS 4 & 5
---9D---
y
y y
y y
It F
JJ //
C JI
II! 1 ! ! !I!!! 11 ! 11 :j !JI I I 11: I ii 1111 !I I 11 · I :j
QUANTITY
340 S.F
750 S.F
42 L.F.
46 L.F.
95 L.F.
76 L.F.
3
5
'
1
1
1
CONSTRUCTION SIT£ PRIORITY: HIGH
Pcf:N~EPARTMENT0A~:~~~
(SIGNED)
Co,., NetA J 4sff; PLANNING DIRECTOR
II AS BUILT"
RCE __ _ EXP,, ___ _ DATE . f.L ◄-0 Jl}uf,,,._.,.. __ DATF.:"/'j/fl~
(SIGNED) I'
REcoMMENDEn Er,Cbris S-e.~ ... (PRIN'f NAME)
REVIE\./ED BY•
INSPECTOR DATE
1----4--+---------------+---+--1----l----JLTI CITY OF CARLSBAD
ENGINEERING DEPARTMENT
~·
1----!----+-----------------l-----l----t----1----1 GRADING AND EROSION CONTROL PLANS FOR:
DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL
DA TE INITIAL
CITY APPROVAL
CUSTOM HOME
NEC OF CARLSBAD BLVD. & EL CEREZO DRIVE,
CARLSBAD, CA -" ------·-
le. le.
I I
LINE OF FINISH GRADE
NATURAL GROUND~
d!i__J !lsc:fr1,:.:.:.:.:.:.:it.:.:.:it~F_l:::.R..,S:-_T::.:.F.!;;L_o::o~R~-=-L~O_ !!.w_ ::;E __ R;;LE;;VE;L~-;.2~0_5:.·:.3::::3_ -l-H~
_____________ '»'" ~"I LINE OF NATURAL GRAD£
"fJ"' !SHOWN DASH£D --------
BASEMENT
FF= 196.17 GARAGE FF= 195.8
DRAIN P£R PLAN, WITH W
GRASS SWALE PER DET. 'C!_J
SECTION AA
SCALE:: HORIZ.: t" -10'
VERT.: 1• = 10'
232-___, __ _, -232
224-1---
216-
208-1-------+--~~-----__ __,__, -208
200-
192-
184-
1+00 1+20 1+40 1+60
DRIVEWAY PROFILE
SCALE: HORIZ.: I" = 1 O'
VERT.: 1• = t O'
DRAINAGE KEY NOTES
0 4" PVC SCH 80 STUB-OUT @ 2.5% MIN FOR FUTURE CONNECTION TO CURB INLET
0 4" PERFORATED PVC SCH 40 STEMWALL SUBDRAIN @ 1% MIN PER SOIL REPORT DETAIL 1
BACKUP GENERATOR WHICH MEETS POWER STANDARD
FOR BOTH PUMPS RUNNING TOGETHER, IS REQUIRED TO
BE STORED AT ALL TIMES NEARBY THE DUPLEX SUMP
PUMP I
I
DUPLEX CONTROL PANEL W/ ALTERNATING---01
STARTER OP£RAT/ON MOUNTED OUTSIDE OF I
SUMP IN LANDSCAPE AREA 1
I
I
60" ¢ FIBERGLASS
PREFABRICATED MANHOL
E\
DUPLEX HYDROMA TIC
PUMPS MODEL SK60A2
• SINGLE: ¢ POWER
•230 V
• /HP
• STAGGERED FLOATS
• 4• DISCHARGE LINE
(EACH PUMP)
~
2'
I
~ ~ ~
I'
\
f;j
,,---. ,,--..
--'
TOP MANHOLE
16" MIN RIM ELEV. ± 195
COVER -
4" PVC FORCE MAIN
(SCHEDULE 80}
~ BTM SUMP
FLOW PROPERTIES:
p @ 100 YEAR STORM: 84 GAL/MIN/PUM
APPROX: 15 FT. TOTAL HEAD TO
DETENTION BASIN PIPE
CONTACT JAMES BUNCH @ BARRETT PUMPS @
(619) 232-7867 & REFERENCE: KOKOPELLI
ELEV. = 191
60" ¢
THIS IS NOT A COMPLE:TE
COMPONENT AND INSTALLATION
DETAIL -SEE COMPANION PUMP
& SYSTEMS SPECS FOR MORE
INFO.
DETAIL 'A' SUMP WITH DUPLEX PUMP SYSTEM
NO SCALE
?004--10.5\ .. GP02-MA!N.dwg
-200
-192
-184
1+80
a+ a
Y'"
I I
I I
I I
I I
I I
l
1---------
0.5%
INFLUENT_
FROM SITE
IE IN 199.75
11" SCH. 80 PVC
4'' 'WYE''
CONNECTOR
4" SCH. 80 PVC @12%
(TO STREET CURB INLET)
IE OUT 199.60 @ 9.2%
SCH. 80 PVC REDUCER
I. NO SUBSTITUTIONS OF MATERIALS OR ELEVATIONS ARE
ALLOWED WITHOUT APPROVAL FROM THIS OFFICE
2. END OF 2.5" SCH. 80 PVC PIPE TO BE STRAIGHT
90' CUT W/ FRAYED EDGES SANDED (DO NOT "ROUND")
DETAIL 'B' -DETENTION OUTFALL
NO SCALE {PRIV A TE}
24"
NOTE:
r, r·'r) r7r ' ,_, ~1 r·--' 0 ~-./ ..'........-J J ,,;__.j ...:.........1
EXISTING IMPROVEMENTS PER DRAWING NO. 141-5
~30" BEND
ADS/ PVC COLLAR
CONNECTION
ALL CONNECTIONS TO 24" ADS STORAGE PIPE
SHALL BE "TOP-IN" "SEWER STYLE"
CONNECTIONS.
DETAIL 'C'
PIPE CONNECTION
NO SCALE
3" MIN
DEPTH
DETAIL 'D'
GRASS SWALE
NO SCALE
. / -SAW CUT
// ASPHALT
i3 10-li! No. C04 * Exp. 12-3
c1v1
Op CA
$CAL£: 1 = IO'
10 0 10 20 30
~
"AS BUILT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
1----1---+------------+---+--+--+----I I SHE2ET I CITY OF CARLS BA.DI I SHEETS I
ENGINEERING DEPARTMENT -~ 5 ;::==::::..:::==========::::..:::===:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLAN FOR:
CUSTOM HOME
NEC OF CARLSBAD BLVD. & EL CEREZO DRIVE,
CARLSBAD, CA
APPROVED: .,.;..,.;IJ F
ITY ENGINEER _PE33081 EXPIRES 6/08 6_A_TE_~
;.:===P==R=o=J==Ec=T=N=o=. =::::;;~D~R=A w==1=N==G=N=o~. DWN BY: -;;;;-=c-
CHKD BY: ..,R'¥'1!r-
RVWD BY: CDP 04-58 432-5A
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT ___ t_'EOR~GE~/>.~:il_fil.lMO~~----AT
(kl:,,,0-TO.fi (PHONE NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TERI AL$ SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
J. DEVlCES 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED 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
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND 7EMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE 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 THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES 11-IAT ARE GRADED 6: 1 OR $7EEPER ANO THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRfCIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREA7ER THAN 8 FEET IN HflGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENG/NfER. THE:
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
11-IE ELEMENTS OF THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE: LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF 11-IE HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
D.
E.
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPH6LECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED W/11-1 A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSIT£ IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MA 7ERIAL. WHEN STTi'AW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA 7E SULFA 7E, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLAN7ED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLA T7ER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
2004---105\ .. , GPOJ-]MP.chr;g
8/l'FY\-
DETAIL 'A'
TWO LEVELS OF
SAND OR GRAVEL
BAGS -ON£ BE:LOW
VISQUE:EN, ONE:
ABOVE
{TO CONTAIN
SPILLAGE)
SANITARY TOILET (8/FFYJ PROTECTION
NO SCAU:
I I
SCAU:: 1 = 10'
EXISTING GROUND RE:MAINIHG
I
20 'MIN.
T PLAN
PAVED
SURFACE
REMAIN/HG
PROVIDE APPROPRIATE TRANSITION I GRAVEL STONE SHALL 8£ 1-J INCHES I BETWEEN STA81L/ZED CONSTR.
ENTRANCE AND PAVED SURFACE:
DETAIL 'B'
STABILIZED CONSTRUCTION ENTRANCE f PVTJ
NO SCALE
' < ''0'
( :,·
1.,1
jjEJ
CEFiEZO rJFi
\
___g__
DETAIL 'C'
GRAVE:L BAGS STACKE:D 2 HIGH,
TO COMPLETE:LY SURROUND INLET
"--DRAIN INLET
SECTION
DESCRIPTION
DIRECTION OF FLOW
LIMITS OF VEGETATION AND GRADING
GRAVE:L BAG BARRIER
STACKED TWO HIGH
STABILIZED CONSTRUCTION ENTRANCE
MULCH OR STRAW
COVE:R FLAT ARE:AS
LEGEND
STANDARD DWG.
SS-2
SC-6, SC-8
re-,
SS-6, SS-8
SYMBOL
//))))/))//)
c::x::x:x::x::x
-0--0--0---
GRAVEL BAGS AT INLET (PVT) SILT FENCE SC-1
WM-1 I WM-1 J
I WM-81
I WM-51
I WM-91
I WM-61
NO SCALE:
=, / •' :
·sc LIMITS OF VEG£TATIV£
~-DISTURBANCE:,·//'
',/ ,,.,,,:.
)
r ; ',_
.___GRAVE:L BAGS STACKED
2 HIGH AT E:NTRANCE
"""1
-/ ..r'J r1 ,00
J\;//1P
..___ __ GRAVEL BAGS,.S· .. TACK£D EB
2 HIGH AT INl:FJT;. PER _ :,</./
MATE:RIAL DELIVERY & STORAGE
CONCRETE WASHOUT AREA
SOL/0 WAST£ (TRASH) AREA
WM-8
WM-5
SANITARY WAST£ AREA (PORTO-JOHN)
HAZARDOUS WASTE MANAGEMENT
STORM DRAIN SEDIMENT TRAP
WM-9
WM-6
SC-10
(/NLE:T PROTECTION)
1. SET POSTS AND EXCAVATE: A
4 BY 4 IN (10 8Y 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH TH£ FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO TH£ TRENCH.
DETAIL 'D'
SILT FENCE
NO SCALE
~
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE:
EXCAVATED SOIL.
II AS BUILT"
RCE __ _ EXP. ___ _ DATE
REV!Ew'ED BY,
INSPECTOR DATE
l------f----+-----------+---+--1------4---l I SHE3ET I CITY OF CARLSBAD I SHE5ETS I
ENGINEERING DEPARTMENT
1-----1---+---------------->----+----<-----+---f -··--·--·=~ =============-:==~
t----t----+----------------t----1---+----t----l EROSION CONTROL PLAN FOR:
DATE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL
CUSTOM HOME
NEC OF CARLSBAD BLVD. & EL CEREZO DRIVE,
CARLSBAD, CA
A=OVED: ~ Jt!,"!"_ 11 ff 6?
~ENGINEER ... PE.3.S081. EXPIRES 6 08 DATE
DWN BY:
CHKD BY:-:];~=
RVWD BY:.
·;.=:::'.::::====:=::::;-==-==. PROJECT NO. DRAWING NO.
CDP 04-58 432-5A
CONCRETE NOTES
1. ALL CONCRETE SHALL CONFORM TO THE LA TEST EDITION OF THE UNIFORM BUILDING CODE.
2. CEMENT SHALL CONFORM TO ASTM (C-150) TYPE I OR fl.
3. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM (C-33) FOR STANDARD WEIGHT
CONCRETE.
4. LIGHTWEIGHT CONCRETE AGGREGATE SHALL CONFORM TO ASTM (C-330) E:XPANDED SHALE
OF APPROVED MANUFACTURE.
5. DRYPACK SHALL BE COMPOSED OF ONE PART OF PORTLAND CEMENT TO NOT MORE THAN
THREE PARTS OF SAND.
6. ANCHOR BOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED IN PLACE PRIOR TO
POURING OF CONCRETE.
7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR TEN DAYS OF BY AN
APPROVED CURING COMPOUND.
8. REVIEW ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, AND PLUMBING DRAWINGS
FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, PITS,
ETC.
9. SEE ARCHITECTURAL, LANDSCAPING, CIVIL, AND REGIONAL STANDARD DRAWINGS FOR
LOCATION OF EXPANSION JOINTS, SCORING, ETC., FOR CONCRETE WALKS AND SLABS.
10. THE MINIMUM CONCRETE COMPRl::SSIVE STRENGTHS AT 28 DAYS, THE MAXIMUM AGGREGATE
SIZE, AND THE SLUMP SHALL 8£ AS FOLLOWS UNLESS OTHERWISE SPECIFIED ON THE
PLANS:
ITEM STRENGTH (PSI)
SLAB ON GRADE, RET WALL FTGS 2000
MAX AGGREGATLll!f)
1
SLUMP ON)
4
FOUNDATIONS, CAISSONS 3000
SUPPORTED BEAM AND COLUMN/WALL 3000
STRUCTURAL CONCRETE ON DECK• 3000
TILT-UP CONCRETE PANEL/PILASTER 3000
•LIGHTWEIGHT CONCRETE ( 115 PCF}
1 1/2
3/4
1/2
3/4
11. ALL CONCRETE SHALL BE STONE WEIGHT CONCRETI:: EXCEPT AS NOTED.
4
4
4
4
12. CONCRETE STRENGTH EXCEl::DING 2000 PSI SHALL HAVE A • SPECIAL INSPECTION" BY A
CERTIFIED DEPUTY INSPECTOR DURING CONSTRUCTION.
13. TILT-UP CONCRETE PANELS SHALL NOT BE LIFTED UNTIL REACHING THE DESIGN
STRENGTH.
14. NO JOINT WELDING OR POURING OF PILASTER OR POURED STRIP UNTIL TILT-UP PANELS
HAVE REACHED 28 DAYS AFTER POUR.
15. SLAB-ON-GRADE SHALL BE Rl::INFORCED WITH 6X6-W1.4/W1.4 E.W.W.F. UNLESS
OTHERWISE NOTfD ON PLAN.
REINFORCING STEEL NOTES
1. BAR REINFORCING SHALL CONFORM TO ASTM A-615 GRAD£ 60 FOR NO. 5 AND LARGER,
AND GRADE 40 FOR FOR NO. 4 AND SMALLER.
2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, FLAT SHEETS. KEfP
REINFORCING AT CENTER OF SLAB-ON-GRADE.
3. DETAILS OF REINFORCf:Mf.NT SHALL 8£ IN ACCORDANCf WITH CHAPTfR 7 OF AMfRICAN
CONCRl::TE INSTITUTE 318 UNLESS NOTED OTHERWISE IN THIS DRAWING.
4. LAP BARS IN CONCRETf CONSTRUCTION SHALL BE 36 BAR DIAMETERS (18" MINIMUM)
UNLESS NOTfD OTHERWISE ON A BAR SCHEDULE, DETAIL, OR NOTE IN THIS DRAWING.
LAP BARS IN MASONRY CONSTRUCTION SHALL BE 48 BAR DIAMETERS (24" MINIMUM).
5. LAPS OF WELDfD FABRIC AT SPLICES SHALL NOT BE LESS THAN 8 INCHES.
6. REINFORCING STEEL DETAILING, Bf.ND/NG, AND PLACING SHALL BE IN ACCORDANCf WITH
THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST
EDITION.
7. SPACER TIES: FURNISH #3 TIES AT 24" O.C. IN ALL BEAMS AND FOOTINGS, UNLESS
OTHERWISE SHOWN IN THE DETAIL.
8. ALL REINFORCING STEEL, ANCHOR BOLTS, AND DOWELS SHALL BE SECURELY Tlf:D IN
PLACE BEFORE PLACING CONCRETE OR MASONRY GROUT.
9. ALL CONCRETE BLOCK WALLS SHALL BE DOWELED TO THE SUPPORTING FOOTING WITH
BARS OF THf SAME SIZE, GRADE, AND SPACING AS THE VERTICAL BARS IN THf WALLS.
10. Wf:LDING OF REINFORCING STEEL, IF PERMITTED BY THE ARCHITECT, SHALL BE ASTM
A-706 Rf:INFORC/NG STEEL AND 8£ DONE IN CONFORMANCE WITH TH£ "STRUCTURAL
WELDING CODE -REINFORCING STEEL" OF THE AMERICAN WELDING SOCIETY AWS 01.4 BY
WELDERS QUALIFIED UNDfR THE PROCEDURES CONTAINED THEREIN. USE LOW HYDROGEN
ELECTRODES, GRADE (EBO) FOR GRADE 60 REINFORCING BARS. SPECIAL INSPECTION IS
Rl::QUIRED FOR ALL FIELD WELDING OF REBAR.
11. SUBMIT REINFORCING SHOP DRAWING FOR REVIEW BY THE ARCHITECT BEFORE FABRICATION.
12. PROVIDE THE FOLLOWING MINIMUM CLEAR COVER OF CONCRETE OVER REINFORCING STEEL
UNLESS OTHERWISE NOTED ON THE PLAN:
ON EARTH SIDE WHEN PLACED AGAINST EARTH
ON EARTH SIDE WHEN FORMED
EXTERIOR WALL STEEL ABOVE GRADE
INTERIOR WALL STEEL AND SUPPORTED SLABS
TIED COLUMNS (STIRRUPS) ABOVE GRADE
BEAMS (STIRRUPS) ABOVE GRADE
WELDED WIRE FABRIC
3•
2"
½"
¾"
1½"
1½"
CENTERLINE OF SLAB
A COMPACTION REPORT MUST BE SUBMITTED TO THE
BUILDING INSPECTOR
ALL GRADING AND IMPROVEMENTS SHOWN HEREON,
OTHER THAN THOSE FOR THE RETAINING WALLS,
ARE SHOWN ON THIS PLAN FOR REFERENCE ONLY.
SEE BUILDING PLAN FILI:: # _______ _
FOR PRIVATE GRADING PLANS
?004---105\ .. GP04 --0ETAll.S.dwg
MASONRY NOTES
1. ALL MASONRY WORK SHALL CONFIRM TO THE MOST RECENT EDITION OF THE UNIFORM
BUILDING CODE AND TITLE 24 CCR.
2. MASONRY UNITS SHALL BE OF SIZES SHOWN ON ARCHITECTURAL DRAWINGS AND / OR
CALLED FOR IN SPECS. AND CONFORM TO A.S.T.M (C-90), GRADE "N" MEDIUMWEIGHT
OPEN £ND BLOCKS WITH MAXIMUM LINEAR SHRINKAGE OF (0.06%).
3. MORTAR MIX SHALL 8£ TYPE 5 COMPOSED OF ONE PART PORTLAND CEMENT AND 3-1/2
TO 4 PARTS SAND, BASED ON DRY LOOSE VOLUME, AND NOT LESS THAN (¼) PART NO
MORE THAN (1/2) PART LIME. MORTAR SHALL 8E 1800 PSI @ 28 DAYS MINIMUM. NO
PLASTIC CE:MENT SHALL BE USED.
4. GROUT MIX SHALL 8£ COMPOSED OF ON£ PART PORTLAND CEMENT TO 2-1/4 TO 3
PARTS SAND AND 1 TO 2 PARTS PEA GRAVEL AND NO MORE THAN 1/10 PART HYDRATF:D
LIME OR LIME PUTTY GROUT SHALL BE 2000 PSI @ 28 DAYS. MAXIMUM HEIGHT OF
GROUT LIFT SHALL BE 4'-0". IF HIGH LIFT GROUTING IS USF:D -PROCESS SHALL BE PER
UBC GUIDELINES.
5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT
LIFT EXCEEDS ( 4'-0" ).
6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF (1/2") GROUT.
7. BOLTS SHALL 8£ GROUTED WITH (1") OF GROUT BETWEEN BOLT AND MASONRY.
8. NO PIPES OR DUCTS SHALL 8£ PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED
OR DETAILED IN STRUCTURAL DRAWING.
9. ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING EARTH SHALL BE LOCATED
IN THE CENTER OF THE WALL, UNLESS OTHERWISE NOTED ON PLAN.
10. REINFORCING SHALL 8£ SECURELY HELD IN PLACE BY HORIZONTAL MEMBERS OR
OTHERWISE TO PREVENT MOVEMENT WHILE PLACING MASONRY AND GROUTING.
11. SOLID GROUT ALL CELLS OF HOLLOW CORE MASONRY UNITS.
12. TH£ ALLOWABLE COMPRF:SSIVE STRESS OF MASONRY SHALL BE F'm = 1500 PSI.
13. MASONRY WORK SHALL BE SPECIAL INSPECTED WHERE SHOWN ON PLANS.
14. ALL MASONRY UNITS SHALL BE PLACED IN A RUNNING BOND PATTF:RN UNLESS OTHERWISE:
NOTED ON PLAN.
JOINT NOTES
1. VERTICAL CONTROL JOINTS SHALL BE PLACED AT 30 FOOT INTERVALS MAXIMUM.
2.
VERTICAL l::XPANSION JOINTS SHALL 8£ PLACED AT 90 FOOT INTERVALS MAXIMUM.
SPECIAL INSPECTION,
REQUIRED:
13. 1 -VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN COMFORMANCE
WITH THE SOIL INVEST/GA TION REPORT.
13.2-VERIFY THAT THE FOUNDATION EXCAVATIONS EXTEND TD PROPER
DEPTH AND BEARING STRATA.
13.3-PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL,
RELATIVE DENSITY, AND BEARING VALUES.
(NO SPECIAL INSPECTION OF THE MASONRY STEMS OR FOOTINGS
IS REQUIRED AT THIS TIME.)
A CERTIFICATE OF STATISFACTORY COMPLETION OF WORK
REQUIRING SPECIAL INSPECTION MUST 8£ COMPLETED
AND SUBMITTED TO THE INSPECTION SERVICES DIVISION.
EARTH SWALE AT TOP
OF W/1% MIN. SLOP£
TO DRAIN OR END WALL
MULTI-FLOW 6" CONTIGUOUS
NIT-SURROUND PRODUCT TOP
& SIDES WITH 2" MINIMUM
COARSE WASHED SANO
(< 5% RETAINED ON A #10 AND
< 5% PASSING A #30
U.S. STANDARD SIEVE).
NOTE: THIS IS lJQI A STRUCTURAL DETAIL. IT IS FOR
INSTALLATION OF WATERPROOF/NG AND FOOTING DRAIN
ONLY.
DETAIL 'Q'-TYP. RETAINING WALL
WATERPROOFING AND DRAIN (MUL Tl-FLOW)
NO SCALE
RETAINING WALL DESIGN ENGINEER
JOHNS COFFE~ RC£
TRI-DIMENSIONAL ENGINEERING, INC
P.O. BOX 791
POWAY, CA 92074
(858)748-8333
JOB NUMBER 03-028
SOILS ENGINEER
JOHN P. FRANKLIN, CEG
DAVID W. SKELLY RC£
GEOSOILS INC.
5741 PALMER WAY
CARLSBAD, CA 92008
(760)438-3155
JOB NUMBER 4646-A-SC
LEGAL LOT OWNERS
Ga)rW,E. PAO,L'J:A A.o
PAMl!.LA PACnL.:tA-~
l C.AI..J.e ALl-i""'31l.4-0o
"::,An C.\.'l!M&/VTE C.A, '1~013
PlkWE: l 'J'f't) b'IO-70'il,
SITE ADDRESS
NEC OF CARLSBAD AND CEREZO DR.
CARSBAD, CA.
LEGAL DESCRIPTION
LOT 11 7 OF MAP 3312
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
ASSESSOR'S PARCEL NUMBER <APNJ
210-111-08
SCOPE OF WORK
THE SCOPE OF WORK FOR THIS PERMIT IS THE CONSTRUCTION
OF SITE: RETAINING WALLS OF CMU AND CONCRETE CONSISTENT
WITH APPROVED COASTAL DEVELOPMENT PERMIT
REFERENCE DOCUMENTS
DESCRIPTION
PROPl::RTY LINE
CMU RETAINING WALL
CMU RETAINING WALL
ABBREVIATIONS
TW
TRW
BRW
TF
1. SOILS REPORT ENTITLED 'REPORT OF PRELIMINARY GEOTECHNICAL EVALUATION
KOKOPF:LLI RESIDENCE'
2. BUILDING PLAN FILE # _________ _
FOR PRIVATE GRADING PLANS
RETAINING WALL AREA,
1 ) _ 750 Sq fl TOTAL ,FACE AREA OF RETAINING WALLS -________ _
=
LEGEND
STD DWG
(SEE SHEET 5)
SDRSD C-4
SYMBOL
----------
[2% %2 , ,, ,,, ,,,,
TOP OF WALL IF WALL EXTENDS ABOVE GRADE
GRADE AT TOP PORTION OF RETAINING WALL
GRADE AT BOTTOM PORTION OF RETAINING WALL
TOP OF FOOTING ELEVATION
CDP NO
BUILDING PLAN FIU: # _________ _
GRADING PLAN DRA¥(1NG NO. _______ _
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
fsi-iEl=:T] ~CITY OF CARLSBAD I sHE5ETs I 1---+---+----------------+---1----+---+----1 L_!j ENGINEERING DEPARTMENT
l---+---+----------------+---1----+---+----I
t---+---+----------------+-------,1----+---+------1 RETAINING WAIJ.. PLAN:
CUSTOM HOME
NEC OF CARLSBAD BLVD. & EL CEREZO DRIVE,
CARLSBAD, CA
APPROVED: (} c,>,.vu::> HAU~l!Jf.
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CHKD BY:'ll;-,_,.-.:;-CDP 04-58 432-5A ENGINEER OF WORK REVISION DESCRIPTION OlhER APPROVAL CITY APPROVAL RVWD BY: '-
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2004 105\ .. RET,WALL S£C.dwg
CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING
8" C.M.U., SLD. GROUT
fm= 1500. psi, Fy= 60000. psi
#4 @ 32.' Vert @ Edge
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#4 @ 24" Horiz
12"" C.M.U., SLD. GROUT
f'm= 1500. psi, Fy= 60000. psi
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#4 @ 24" Horiz
TOE, #6 @ 24" O.C.
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8" C.M.U., SLD. GROUT
fm= 7500. psi, Fy= 60000. psi
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REVIEWED BY:
INSPECTOR
DATE
DAlE
i---+---+------------1---1----L-----1----1 j sHESET I CITY OF CARLSBAD lsHI:5I:ts]
ENGINEERING DEPAR1MENT ~='--===· ·=--=·=· ··=·=· ========='-'======::;
DATE IN111AL DATE INITIAL DA TE INl11AL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
RETAINING WALL PLANS -STRUCTURAL SECTIONS
CUSTOM HOME
NEC OF CARLSBAD BLVD. & EL CEREZO DRIVE,
CARLSBAD, CA
DWN BY:
CHKD BY:
RVWD BY:
PROJECT NO.
CDP 04-58
DRAWING NO.
432-5A