HomeMy WebLinkAboutDWG 408-8A; SDP 95-08A; TOYOTA CARLSBAD PARKING STRUCTURE; 01-04GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.) ,
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POUCY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GU/DE.
5. UNLESS EXEMPTED BY SEC7/0N 301.(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 HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES. ,
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS B£EN OBTAINED ANO A VAUD 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 ANO THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE 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.
13. A SOILS COMPACTION REPORT AND COMPUANCE VERIFICATION REGARDING
ADHERENCE IO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUWRE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
• EARTHWORK SPEC/FICA TIONS • ATTACHED TO THE PREUMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE
BEGINNING Of WORK AND SHALL BE ATTENDED BY ALL REPRfSfNTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( 438-1161 ext.4323) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRA'MNGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCVQN ME[VNG ft'Ll BE
MADE BY CAI t ING THE ENGINEFRING 24-HOIJR INsPfCTION RFDI./EST t lNE AT
(619) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. 'MLL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR 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 TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. Tf7LE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGIS1FRED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERM/TTEE 'MLL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
2B. 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. N/A , AND/OR AS DIRECTED BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS 'MTH 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.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 'MTH A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4•
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FDR
SOR 35 SOUD WALL PIPE.
31. 'M-IERE AN EXISTING PIPE UNE IS TO BE ABANDONED AS A RESULT OF TH£
GRADING OPERATION, IT SHALL BE REMOVED ~THIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE 'MLL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/UTIES
( ABOVE GROUND AND UNDER GROUND ) 'MTHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT WITH THE PROPOS£0
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
1-800-422-4133
(619)438-6200
(619)489-3441
(760)438-5241
(760)434-2980
(760)438-3367
PACIFIC BELL
ADELPHIA CABLEVISION
CITY OF CARLSBAD(STREETS &: STORM DRAIN)
CITY OF CARLSBAD(SEWER, WATER &: RECLAIMED WATER)
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTRnt Im GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINITR, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(B)j
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTE:O TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {11.06.190(B)J CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROS/ON CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE 'MTH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEER/NG DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDA nONs OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. 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 ~LL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED NEW PARKING STRUCTURE TOYOTA CARLSBAD
PREPARED BY WESTERN SOILS &: FOUNDATION ENGINEERING INC., DA TED
AUGUST 24, 2001, SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 1HE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
bliA,lnc.
land -PD1nlng, civil eng~, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
!~ ~~~y RCE 29271 DATE
SOILS ENGINEER'S CERTIFICATE
' I ;
✓
37. fiA,Ar;J,/N_I._qfe.J,..i..~-l,_i,,ifc~f;,_'n)''ij-ji;: pji.y-~Sot/, Af'l"-IL-I <r -0"T061i=/Z. I~•
?fc7il'i&lr y1£JRJ<.----. '6,~,iM6,::.·;1z2n.vcr1£-fi,:M'i!.? 'N-EXnffNPE D To r-!oV£Ml'>e1':. I$/
.... l3£:t£.YRHP, ,:,,q;zr:f;lA7#t:t5¥7f!!fJ!'liiif",t;;,:~:~:?77Y f,1{6,/N/£/£"'-AN I? t}fvL y IF-
~.Ji;..t.. 'li'l!Jl/$]i:Ji{ .C:~l/1J!!.JM.;.fi!'liA~$. $ /fC!:. .llLfK,IJt:~JJ.Y (IC7c)BE/<. t • ,:-
i
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL
SURVEY METHODS FROM INFORMATION GATHERED ON JUNE 21, 2001
BY SOUTHLAND SURVEYING. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARWRE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING I, DENNISE. ZIMMERMAN, A REGISTERED CIVIL ENGINEER OF THE STATE OF PROJECT LOCATION
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS THIS PROJECT IS LOCATED 'MTHIN ASSESSORS PARCEL NUMBER(S)
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) MECHANICS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 211-080-J+-
60
GRADING PLANS FOR:
TOYOTA CARLSB1'\I >
30 0 60
,
,//
'\' ---~\ v> / '-,_
/7/'
j./ // // (/
,
120
SCALE: 1" = 60'
EARTHWORK QUANTITIES
cu~ __ s_sa-o~ __ cy
FILL: 0 CY
IMPORT: CY
180
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF' ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND-
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 7'1-IIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF1CATIONS, 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
3. THIS SET OF PLANS
4. RESOLUTION NO. 5395 DATED 4(2(03 ,
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY WESTERN SOILS &: FOUNDATION ENGINEERING,
INC. DA TED AUGUST 24, 2001.
7. THE SAN DIEGO REGIONAL $TANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CAUFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TED 4/2/0J
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED CATEGORICALLY EXEMPT
10. STORMWATER MANAGEMENT PLAN AND STORMWATER MAINTENANCE PLAN PREPARED
BY BHA, INC. DA TED AUGUST 16, 200.t_-'RoYl$E.P MA'( ,,-, u,o;;, -
LEGAL DESCRIPTION
PARCEL A OF CERT/FICA TE OF COMPLIANCE FOR ADJUSTMENT PURPOSES,
ADJ 02-12, RECORDED AS 2002-0976615, DATED 11/1/2, IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA.
SITE ADDRESS
OWNER/PERMITI'EE
LEGEND
5124 PASEO DEL NORTE
CARLSBAD CA, 92008
TOYOTA CARlSBAD/PERMITTEE
STELLAR PROPERTIES. LLC/OWNER
5424 PASEO DEL NORTE
CARLSBAD CA, 92008
(760) 438-2000
SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS
ITEM SDRSD# SYMBOL QUANTITY
PROJECT BOUNDARY
EXISTING CONTOUR
EXISTING SEWER
RELOCATED WATER
EXISTING STORM DRAIN
PROPOSED SPOT ELEVATION
RETAINING WALL
EXISTING PAVEMENT ELEVATION
EXISTING TOP OF WALL ELEVATION
EXISTING ELEVATION @ GRADE
PROPOSED FIRE SERVICE
DIRECTION OF DRAINAGE
REMOVE EXISTING CONCRETE,
STRUCTURE OR AC PAVEMENT
& REPLACE W 3" AC/6" A.B. CLASS II
f),V£MENT 6A-,;e;
PROPOSED GRATED CATCH BASIN .~SJ !£Ju,,-$n
( Of'. ~lit-)
TOP OF GRATE ELEVATION
INVERT ELEVATION
FINISH FLOOR
SUB GRADE
-115--
--s ---
=W=
-(P 93.3)
(TW 98. 7)
(G 98_3)
--F--
□
TG 92.90
/£ 86. 7
FF
SG
"AS BUILT" PLANNING DEPARTMENT APPROVAL
%~-Ao o~W"'&., OOa., DATE: 7-/i ;-/o 3, ( )
JIICJWII. i. IIOJ.'lUJWI!. PJANlllNG DIIIECTOR
~~
32.5 Fr.Z.
:2 /:A.
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TD THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
CITY ENGINcER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TiO BEGINNING "F DIRECTION BETWEEN THE DA TES OF JULY 24, 2001 AND AUGUST 24, 2001. THE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS: EXPORT: 5 lilDO CY ,. -v, N 350 E_1~7~1 ________ _ ~~kb-i
RCE 29271 EXP, ~htjo9 DATE
WORK. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY REMEDIAL: 1.550 CY REZ:VI · D BY: /} /J .
22. IMPORT MATERIAL SHALL BE OBTAINED FRoM. ANo wAsTE MATERIAL sHALL BE RECOMMENDA noNs, HAs BEEN suBMITTED To THE OFFICE oF THE c,TY _/11. < ;,f{u, zlvt.!1Ji
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR EN~~f:;Ep~S:::::1n-..,.'A;;% ,41,,,,-,~~ BENCH MARK TEMPORARY OFFS/TE STOCKPILE: 1600 CY lll!COlllllNlll BY: furlocttA.. :k'ennedy 7.~L ,
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ~ 1J c ,tJ;Jj.1, SIGNED: ~J/1//' _ ~ (l".IIIIT NAME) I INSPECTOR DATE a
ROU1ES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERAnDN. ~ 't. zr,1 < -THE BENCHMARK FOR THIS PROJECT WAS DERIVED FROM COUNTY ~
23. ?iu;p ff,fJ~gEuif~~VE£,ft},~1f.t'/~o:Jf l'J1E~/~L~i. GRADED. NO TREES ARE ,1:-~,! ffs . '"··~1:%, ~,,,s.--•.-"'_,'~_:,',·,, P.E. NO.: ( RCE 26676 OF SAN DIEGO BENCHMARK "oc-151• PER ASBU/LT PLAN DATED L-----1---1-------------------+---+-----J---i I sHlEET I CITY OF CARLSBAD I SME4ETS I ~~
~_,-::,· ';"· . -3-15-89, DRAW. NO. 285-2 PREPARED BY NOLTE AND ~ ~::::::::::::::~==:::EN::::G:::IN:::E:::E:::R:::IN:::G:::::::::D:::EP:::AR:::::::TM::::::E:::N=T==::::'...:=·=' :==::; ~··, 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF i 1·c:o / " r• ?<"'" · •-• , .5 ASSOC/A TES, JOB NUMBER 8879-88-12. ELEVATION = 43. 14 MSL ~ °'
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A \~ \ "0'"""03/a /:.,._J/ DATE: -----~-~2_2_-_0~3~-----BASED LOCALLY ON "HV-48" (/148) EL=93.15D M.S.L. GRADING PLANS FOR: t.:io'
MINIMUM ONE PERCENT SLOPE. \\ \ /;/-;;:-31-o<f .• ~,; c§~
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION \. \_ · · ''// LICENSE EXPIRATION DATE: 3-31-04 TOYOTA CARLSBAD -
CONTROL PLANS. EROSION CONTROL SHAU BE AS SHOWN ANO AS APPROVED BY \-¼!'-( f:IVIL <<,;/ ~~
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. ""---Jjf___~ l.c::-::~;;'/ OWNER'S CERTIFICATE 5124 P ASEO DEL NOR TE «: ~
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM .J o,
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR APPROVED: LLOYD B. HUBBSdr , J., .
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL CARLSBAD MUNICIPAL WATER DISTRICT ff<-~..-:::"" t.-?--~--t'[ Z,U7_,fo3 ::::6
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF CITY ENGINEiffPE238~R£S 12 31 05 DATE' LO •
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED THIS SITE. ii-13-o'R t:. 1 A5·!WIL., OWN BY: §E ~
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE 5. d. 7 _ [),3 DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY:~J~(.,~(l--PROJECT NO. DRAWING NO. -3)
l ____ A_s_s_H_o_WN_ON_TH_E_A_P_P_Ra_VE...,.D_G_R_A-DI-NG-P-LA_N_s_. _________________ _:,l.\... _ _:,::=::.._~ ___________ !?;!!!;.... _______________ _j_.!;Wl:'.;Ll:.:.':IA~M~E::. :P:LU::M::M::E_R_.::::.:::.;..::~~--D-A-TE ____ ..J.:E:::N:Gl::NEE=R.::O:..F..:WOR=KL---R-E_v_1s_1_o_N_D_E_s_c_R_1_P_T1_o_N ____ 1~:~:..-:::::•=:RO:.:V!:..1 .. c:::.1TY:.:_:A::P:PR:O:.:VA1.:::_l..;;R;;VWD;;;;;;;B;;;;Y;;;:;;;:l:;Y::;;,=~;;;;S;;;;;;D;;;;P;;;;;;;;;;g;;;;5;;;;;;;;;;0;;;;8;;;;(;;A;;;;;);;;!;;;;;4;;;;0;;;;8;;;;;;;;;;8;;;;A;;;;:J-.!_-~ NAME DISTRICT ENGINEER R.C.E. 28176 r.rr ::::; ;::;
591-0804-603 DATD 05-16s-03 clb
RE-Yl:51(.17' 11{,//i.f/l>
040i
20 10 0 20 40 60
SCALE: 1'' = 20'
GRADING NOTE:
GRADING SHALL BE UM/TED TO THE DRY SEASON,
APRIL OCTOBER 1ST -OCTOBER 1ST OF EACH
YEAR. GRADING ACTIVITIES MAY BE EXTENDED TO
NOVEMBER 1ST OR BEYOND, UPON WRITTEN
APPROVAL BY THE CITY ENGINEER AND ONLY IF
ALL EROSION CONTROL MEASURES ARE IN PLACE
BY OCTOBER 1ST.
EX CURB
& GUTTER
20' GENERAL
UTILITY EASEMENT
EL 91.3
• · rii,
'\, ,I V' I . ,
l·-,, '
I
I i ' PROPOSED
PARKING 1
STRUC!URE
=rn "'
11 ' i
' I I . I/
PROPOSED 10/, D(AIN_: !
PIPE FROM OIL/ WATER ' \ ' SEPARATOR · .. \:I ,
EXISTING~ l }:::::=J,::!=~:3 \ \ \
8" SEWER _j 80.6 FL -24" I ,
EXISTING 80.8 -10"
24" STORM
DRAIN
FOR STORM DRAIN PROFILE
SEE SHT. 10 OF DWG. 285-2
CITY OF CARLSBAD
SECTION 'A-A'
SCALE: HORIZ. 1"=10'
VERT. 1"=20'
10'
EX. SERVICE
BAYS % -----""-'~ A
SECTION 'D-D'
NTS
PROPOSED
PARKING
STRUCTURE
Lo-r 5
J\;jj.\p 7 .,492 FE '-, -H-+___,
* INSTALL ROLLED CURB ALONG. .
SOUTHERN EDGE OF
DRIVEWAY TO ALLOW CITY
ACCESS TO EXISITNG PUBLIC.·
UTILITIES (SEWER/STORMDRAIN)
I I
I
d N lc.o
EX sroRM ' 'I
(RIM 94,21):' ,
(/£ 34,99) ,.
I
*
CONTRACTOR SHALL PROTECT IN
PLACE EXISTING SEWER AND . /
STORM DRAIN LOCA TION IN ./
PUBLIC EASEMENT. CONTRACTdF?-----
SHALL FLAG ALIGNMENT OF
EXISTING STORM DRAIN FOR
PROTECTION
:I I
, l [I
i ! \
I
I
\
\ \
', I
!
I
I i i ."
' i I I ,
I I
,I
I I
I
! r
I t·' ' I I i
I /
I I
I !
I
I' --_,
I !1
'i;
•. 1
I I
N6T30'38"E
\
. ~2i~n~g ~~1
. EfXISTING 6"
\
FURB TO REMAIN
EXISITN(p 20' GENERAL I
UTILITY .\EASEMENT
PER MAP 12242 I
EXISTING PR/r'A TE
STORMDRAIN
SEE DWG 2Bt/-2A
Lo-rd
J\;Jj.\p -J??.£.~ 2
RECONNECT FIRE SERVICE
AND WATER LINE
I I
I
EXISTING SERVICE BAYS
' EXISTING SERVICE BAYS !
TO REMAIN , .•
'
,.,'\),. ·,•'
-' "'&
. "'..-
EXISTING LIGHT .• ' .
TO REMAIN
. '
\ :i \.i11
.•. :~.. ., EXl G FIRE.
'¾SERVI,
"'{DDCVA'l·~ ,L-_..-EX. WATE'R.. . .. ·· .
METER,W/
BACKFtOJ/~( ·-.:\
D£VJCE
. >> !EXISTING SCREEN.·
WALL TO RE/vlAIN .
I
i I
····· '
I
I
'·,";_' ' ,, .
,," .
PROPOSED
PARKING
STRUCTURE >t
' 6'
SECTION 'B-B'
SCALE: HORIZ. 1"=10'
VERT. 1"=10'
EXISTING
RETAINING
WALLS
·.,·~
/-~-"---
',,: .:,-. ,
/'t"
. /_Ji
SAWCUT
LINE
,.,
(P . 93.,07)
' '
rfw 9s.7 j FE
(P,9'2::63)
rw 99 '
~-~• EXISTING LIGHT
TO BE REMOVED
/{TW 97.7)
. {P 95.55)
fW l00.7)
96.J;J
J\;Jj.\p -J2?1J?
·.EXISTING CURB
TO BE REMOVED
10' GENERAL UTILITY-fl
LANDSCAPE AND
SIDEWALK EASEMENT
·--·-----
~~ EXISTING ,io< ACP .
.WATERLINE ....
·PER DWG 304-5 .
R/W
4.5' 5.5 32'
: -PROPOSED
HANDRAIL ----
51'
PROPOSED
PARKING
RAMP
EL 89.6
102'
EXISTING
RETAINING
WALLS
SECTION 'C-C'
SCALE: HORIZ. I"= 10'
VERT. 1"=10'
R/W
51'
4.5'
1-'
EX. CONCRETE
SIDEWALK CANNONROAD
EXISTING PUBUC STREET
EX. 6" TYPE "G"
CURB & GUTTER
TYPICAL SECTION
NTS
RL 86' P.L
2' 2' '~--4~1_' __ __,_~--4~7_•_~~
5.5' 14' 5.5'
3% 3% 0--.--
H-10' GENERAL UTILITY
LANDSCAPE AND
SIDEWALK EASEMENT
.7)
96.97)
EXISTING
PARKll'f_G 'STALLS
TO BE REMOVE
'--1--'n
EX. CONCRETE}
SIDEWALK
2% :+-+--'
. ~
~
,1···
,.J'c'
\ .
. C:OVENAfV_T OF'EASEMENT
FOR. ACCf{SS PER-DOG ... NO.
90-07 454{2, REC. OJ-09c..90
~-,
, ,
INSP[CTOR
DATE
sfa/01
1 6ATE
EX. 6" TYPE "G"
CURB & GUTTER
PASEO DEL NORTE
EXISTING PUBLIC STREET
TYPICAL SECTION
NTS
bliA,lnc.
land planning, clvl englnGering, surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
R/W 60' R/W f-----------""'-----------1 s> 14-o'J
4.5'
,\ T
EX. CONCRETE
SIDEWALK
EX. 6" TYPE "G"
CURB & GUTTER
u 2%
30' 30'
20' 20'
AUTO CENTER COURT
EXISTING PUBLIC STREET
TYPICAL SECTION
NTS
.5 4.5'
NOTE:
FOR EXISTING SEWER AND
STORM DRAIN IMPROVEMENTS
SEE DWG 285-2.
RCE 29271 DATE
~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT
GRADING PLANS FOR:
TOYOTA CARLSBAD
5124 PASEO DEL NORTE
APPROVED: LLOYD B. HUBBS d r
&<-~~~:& CITY ENGi~ PE23 ~XPIRES 12
DWN BY:
CHKD BY:~
RVWD BY:~
PROJECT NO.
SDP 95-08(A)
DRAWING NO.
408-8A
GP02 591-0804-603 05-16-03 cfb
FiE\l.'S£D: C'l-03-·CJ
I I
' "-./, u,
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT BOB WOLF AT (760) 438-2300
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TE.RIALS SHALL BE
STOCKPILED ON SITE. AT CONVENIENT LOCA T/ONS TO FAG/LITA TE. RAPID
CONSTRUCT/ON OF TEMPORARY DE.VICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RE.STORE 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
RE.QUIRED BY 7HE CITY ENGINE.ER DUE TO UNCOMPLETED GRADING OPE.RATIONS 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 WA TE.RS CREA TE. A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORA TE.D HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT 7HE 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 3/4 INCH MINIMUM AGGREGRATE.
50'MIN.
PUBLIC RIGHT-
OF-WA Y
PROFILE. /'~
~3/4" AGGREGATE. (MIN.)
EXISTING GROUND
14'MIN.
PLAN
PUBLIC RIGHT-OF-WAY
PROVIDE. APPROPRIATE. TRANSITION
BE.TWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
GRAVEL FILTER
---------------------------------------------------------------------------------------I ---
·1 RUNOFF
WATER WITH
SEDIMENT
~I I
"=3 -11~11-'lm
SEDIMENT •
WIRE SCREEN
FIL TE.RED WA TE.R
DROP INLET
WITH GRATE.
~--coNCRETE. BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
i :
' ' ' i i
' !
I i
: I
! i
I i
i !
i i
' '
i : '
~i : !
i I i
i
I , . '
! !
,'i II I ,;•
1,1
20 10
RETROFIT EXISTING
CURB INLET W/ FLOGARD PLUS
FILTER INSERt, MODEL FGP-1836P (TG 88.67) ,--------------~
_/~,,.
./ I
/ '
/
,./ .1
----,-------.,-
• \ i
\ " ':-~-~--:)~' -~-~---,--~.
0 20 40 60
SCALE: 1'' = 20'
\
' \
.·.1_--1-1
_:__---'
·-------
I !
bl-tA,lnc.
land planning, oMI engineering, surveyng
5115 A VENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCT/ON ENTRANCE RQQ<J
BLOCK-SCREEN-GRAVEL SILT BASIN
LIMITS OF CLEARING & GRADING
STRAW WATTLES
\
STRAW ROLLS MUST BE PLACED
ALONG SLOPE CONTOURS
~
ADJACENT ROLLS SHALL
T/GHTL Y ABUT
10'-25' (3-8m)
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS
NOTE:
)
/.
SEDIMENT; ORGANIC MATTER,
AND NATIVE SEEDS ARE
CAPTURED BEHIND THE ROLLS.
3"-5" (75-125mm)
8"-10" DIA.
(200-250mm)
1 " X 1 " STAKE
(25 x 25mm)
NOT TO SCALE
1. STRAW ROLL INSTALLATION RE.OU/RES THE
PLACEMENT AND SECURE STAKING OF THE ROLL IN
A TRENCH, 3"-5" (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND ROLL.
STRAW
ROLLS
DATE
RCE __ _ E)(P. ___ _ DATE
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR
TOYOTA CARLSBAD
5124 PASEO DEL NORTE
APPROVED: LLOYD B. HUBBSdY / _ 1 ~ -, "ff I:?""' J
CITY ENGINE PE 23 EXPIRES 12 31 05 AT
DWN BY: -...,-,,....--PROJECT NO. DRAWING NO.
~~g ~~~~:.,,--SDP 95-08(A) 408-8A
597-0804-603 7-03-03 clb
..
TEMPORARY OFFS/TE
STOCKPILE AREA
SEE LETTER DA TED
APRIL 10, 2003 BY
CARLTAS COMPANY
PLACE SlRAW WAffiES
AROUND STOCK PILE -~
5:1
45+oo
110'
ELEV.= +3.0'
46+oo
AP N ?-J-J~ 023~-J3
LOT5
J\;JAP -J3357
47+00 48+00
',,
AP N -?-J J~-J O o~-J4
LoT-J7
1\/JAP -J340B
49+00
I
',,,4',,, EXISTING A.G.
, DRIVEWAY
,, '.
! ·,
PROPOSED
76' WIDE X 50' LONG
STABALIZED CONS7RUCTION
ENTRANCE
----===-SEE RIGHT OF EN7RY LETTER FROM
CARLSBAD ES! A TE HOLDING, INC.
DA TED: [(/Pr 9 ., ZQ0'.3
LOT20
RCE___ EXP. ___ _ DATE
NOTE: EROSION CONTROL NOTES PER
SHEET 3 APPLY TO THIS SHEET.
40 80 120
SCALE: 1" = 40'
b.kA, Inc.
land plamlng, clvll engineering, surveying ., !IW'JAi,. 5115 AVENIDA ENCINAS b NO. 29271 \!I EXP. 3-31-SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700 U.
f-14-03
E 29271 DATE
~ CITY OF CARLSBAD I SHEETS I l__±_j ENGINEERING DEPARTMENT 4
GRADING PLANS FOR:
TOYOTA CARLSBAD
5124 PASEO DEL NORTE
APPROVED: LLOYD B. HUBBS Qr /, J.
/4rz&e-~4'-v?: e-,,: -~ ~ .,? e,"3
CITY ENGIN ~9 EXPIRES 12 31 05 AT
DWN BY:
CHKD BY:~.
RVWD BY:~
PROJECT NO.
SDP 95-08(A)
DRAWING NO.
408-BA
591-0804-603 7-03-03 me