HomeMy WebLinkAboutDWG 422-6A; CT 03-01; LA COSTA RESORT & SPA - MODELS COMPLEX; 01-06GRADING 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 THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR W/>JVE />JNY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY ST/>JNDARDS
OR OTHER ADDITIONAL DOCUMENTS USTIED HEREON AS THEY MAY PERT/>JN TO THIS
PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVSE THESE PLANS WHEN
NON-CONFORM/>JNCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING CONSTRUCTION. ALL PLAN REVSIONS SHALL BE PROMPTLY SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK
IN THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSU/>JNCE, A CERTIFICATE OF INSURANCE
MUST BE FILED NAMING THE CITY OF CARLSBAD AS />JN ADDITIONAL INSURED ON THE
PERMlffiE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE
PROJECT SITE
l OLIVENHAIN
GRADNG PLANS FOR:
LA COSTA RESORT & SPA-
MODELS COMPLEX
SHEET NO. 2-6
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, EROSION CONTROL FACILITIES, DRAINAGE FACILITIES, AND PLANTING OF
PERMANENT LANDSCAPING AND PREP/>JRATION OF AS-BUILT GRADING PLANS, AS-BUILT
GEOLOGIC MAPS />JND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS
/>JND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES
CITTED 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 C/>JRLSBAD ST/>JNDARDS, DATED: 4-20-93
3. THIS SET OF PLANS
4. CITY COU NCIL RESOLUTION No. 2004-304 ond OR:,,~ANCE No. NS-719, NS-720 & NS-721.
5. THE ST/>JNDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK).
I
OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLJCY MUST HAVE A RATING OF "A-" OR BETTER
/>JND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
I 6. PRELIMINARY GEOTECHNICAL INVESTIGATION FOR LIMITTED SOILS INVESTIGATION FOR PROPOSED RESORT VILLAS
LA COSTA RESORT & SPA. DATED NOVEMBER 11, 2003, BY SLADDEN ENGINEERING.
7. THE SAN DIEGO />JREA REGIONAL ST/>JNDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD ST/>JNDARDS.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RET/>JNING
WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEP/>JRATE PERMITS FROM THE
BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE
CITY AND OTHER APPROPRVITE AGENCIES.
7. />JPPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE />JNY WORK
OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN
OBTAINED />JND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN />JPPROVAL OF
THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRVITE SHEET
OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED
BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVSED TO REFLECT AS-BUILT CONDITTONS 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 />JLL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF : (A)
SU MMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL
BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIP/>JLLY
DOING BUSINESS IN THE FIELD OF />JPPLIED SOILS MECH/>JNICS. THE SOILS REPORT WILL
BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE
COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REG/>JRDING ADHERENCE
TO RECOMMENDATIONS OlJTLINED 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 STATE OF CAUFORNVI PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. />JLL FILL OR FUTURE FILL
AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ST/>JNDARD
SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONs" ATTACHED TO THE PRELIMINARY
SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING
OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION, INSPECTION, SUPERVISION, TESTING />JND ALL OTHER ASPECTS OF THE
WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK
(438-3891) AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT
WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER TH/>JN FOR PRE-CONSTRUCTION MEETING WILL BE MADE
BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 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. WILL BE SCHEDULED FOR
TWO (2) FULL WORK DAYS LATER.
16. THE OWNER />JND/OR APPLICANT THROUGH THE DEVELOPER />JND/OR CONTRACTOR
SHALL DESIGN, C6 NSTRUCT />JND MAINT/>JN ALL SAFETY DEVICES, INCLUDING SHORING,
/>JND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE />JND
FEDERAL S/>JFETY AND HEALTH ST/>JNDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAIL PLAN TO THE CITY ENGINEER />JND/OR CONCERNED AGENCY SHOWING THE
DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF
WORKER PROTECTION FROM THE HAZ/>JRD OF CAVING DURING THE EXCAVATION OF SUCH
TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE
PREPARED FOR ALL TRENCHES FIVE (5) FEET OR MORE IN DEPTH AND APPROVED BY THE
CITY ENGINEER />JND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES
FROM THE SHORING SYSTEM ST/>JNDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS, TITLE 8 CALIFORNVI ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT
WELL IN ADV/>JNCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF />JNY />JRCHAEOLOGICAL RESOURCES />JRE DISCOVERED WITHIN ANY WORK ~ONE
DURING CONSTRUCTION.OPERATIONS WILL CEASE IMMEDVITELY />JND THE PE MITTEE
WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE
HAS RECEIVED WRlffiN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING
UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE
LIMITED TO THE PERIOD BETWEEN 7:00 A.M. />JND SUNSET EACH DAY, MONDAY THROUGH
FRIDAY />JND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON
WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING
DEP/>JRTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK.
22. IMPORT MATERVIL SHALL BE OBT/>JNED FROM, />JND WASTE MATERIAL SHALL BE DEPOSITED
AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR />JNY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS
AS A RESULT OF THE GRADING OPERATION.
LOCATION
GRADING NOTES
(CONTINUED)
NOT 'iO SCAI.£
MAP
NOTE: ALL CONSTRUCTION
ACCESS TO BE AT COSTA
DEL MAR ROAD
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE
AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT />JND ORDERLY CONDITION.
ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED />JND DISPOSED OF AT A SITE
APPROVED OF BY THE CITY ENGINEER.
KEY MAP
SCALE: 1" = 600'
JS[
8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR
WATER. SEWER AND RECLAIMED WATER.
9. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREP/>JRED BY: RICK ENGINEERING
DATED: NOV. 3, 2003 WDID NO. 937C318589
10. CALIFORNIA STORMWATER QUALITY ASSOCVITION (CASQA) STORMWATER BEST M/>JNAGEMENT PRACTICE,
HANDBOOK; AND THE STATE OF CAUFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE
BEST M/>JNAGEMENT PRACTICES (BMP) M/>JNUAL.
LEGEND
--s-EXISTING SEWER PAD
---w---EXISTING WATER FL
WATER PER APPROVED PLAN (PROPOSED) GF
SEWER PER APPROVED PLAN (PROPOSED) FF
FG ED -EXTRA DEPTH FOOTING
C TC
DAYLIGHT CUT /FILL HP
PAD ELEVATION
FLOW UNE
G/>JRAGE FLOOR
FINISHED FLOOR
FINISHED GRADE
TOP OF CURB
HIGH POINT
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.
F
PUE PUBLIC UTILITY EASEMENT BSL BUILDING SETBACK LINE
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. 402-2T, 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
IRRIGATION PLANS />JND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN
ACCORD/>JNCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF
1,350. FOR PRIVATE STORM DR/>JN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED
DEPTH IS LESS TH/>JN 15 FEET AND BACKFILLED WITH 3/ 4" ROCK PER SDRSD S-4 TYPE
"C: AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE.
31. WHERE />JN EXISTING PIPE UNE IS TO BE AB/>JNDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND BE REPLACED WITH PROPERLY COMPACTED SOILS. IN
OTHER AREAS THE PIPE WILL BE PLUGGED WITK CONCRETE OR REMOVED AS
APPROVED BY THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF />JLL EXISTING FACILITIES
(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW)
AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO ST/>JRTING GRADING NE/>JR
THEIR FACILITTES AND SHALL COORDINATE THE WORK WITH A COMPANY
REPRESENTATIVE.
UNDERGROUND SERVICE ALERT 1-800-422-4133
SDG&E ~801% 660-7343 PACIFIC BELL 800 892-0123
ADELPHIA CABLEVISION 760 438-7741
CITY OF CARLSBAD (STREETS & STORM DRAIN) 7 434-2980
•CITY OF C/>JRLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722
•S/>JN DIEGUITO WATE~ DISTRICT ~6, ~33-2650 •LEUCADIA COUNTY WATER DISTRICT 76 753-0155
•VALLECITOS WATER DISTRICT 60 744-0460
OLIVENH/>JN WATER DISTRICT 760 753-6466
•BUENA S/>JNITATION DISTRICT 60 726-1340 x1374
•AS APPROPRVITE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CML
ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE
TECHNICAL ADVICE, OBSERVE />JND CONTROL THE WORK IN
PROGRESS ( 15.16.120.8) C/>JRLSBAD MUNICIPAL CODE.
~0LL6~1~~ i0EP~~~§ ~Js~0~t s0Jst1Jtfi~G T~~R~:~ EN"fNEER
VIA THE PROJECT INSPECTOR ( 15.16.120.9 & .1 0) C/>JRLSBAD MUNICIPAL
CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING
ALL GRADING IS COMPLETE, ALL EROSION CONTROL, SLOPE
PLANTING AND IRRIGATION ARE INST/>JLLED IN CONFORM/>JNCE
WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE
OF COMPLl/>JNCE LETTER FROM CITY ENGINEERING DEPARTIMENT).
(2) AS-BUILT GRADING PLAN.
SOLS ENGINEER'S CERTFICATE
I, BRETT L. ANDERSON, A REGISTERED CML ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLJNG />JND STUDY OF
THE SOILS CONDITTONSPREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER MY DIRECTION BETWEEN THE DATES OF MAY 30, 2003 AND
JUNE 28, 2002. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS
STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
Of THE CITY EN~
SIGNED: ~tll---
P.E. NO.: ~1
DATE: //7/05'
UCENSE EXPIRATION DATE:
SLADDEN ENGINEERING
39-725 GAR/>JND LANE, SUITE G
PALM DESERT, CA 92211
(760) 772-3893
EARTHWORK QUANTITIES
RAW CUT: 4,000 C.Y.
RAW FILL: 4,000 C.Y.
REMEDVIL: 3,630 C.Y.
NOTE: GRADING QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY
AND ARE NOT TO BE USED FOR FINAL PAY QU/>JNTITIES.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS COMPILED BY PHOTOGRAMMETRIC
METHODS, FROM />JERVIL PHOTOGRAPHY DATED 08-03-01, BY RICK
ENGINEERING COMP/>JNY. TOPOGRAPHY SHOWN HEREON CONFORMS
TO NATIONAL MAP ACCURACY ST/>JND/>JRDS.
OWNER/DEVELOPER
KSL LA COSTA RESORT CORPORATION
2100 COSTA DEL MAR ROAD
CARLSBAD, CA. 92009
LEGAL DESCRPTION
A PORTION OF THE NORTHEAST 1 / 4 OF SECTION 35, TOWNSHIP 12 SOUTH,
R/>JNGE 4 WEST, S/>JN BERN/>JRDINO MERIDVIN, IN THE CITY OF C/>JRLSBAD,
COUNTY OF S/>JN DIEGO, STATE OF CALIFORNIA.
CALIF. COORD. N 1,978,000 E 6,249,000
ALSO BEING LOT 9 />JND PORTIONS OF LOTS 13, 14 & 1
No. ___ (CT03-01)
KEY MAP LEGEND
LOT UNE-----------------------------------
SHEET NUMBERS -----------------------------
PROPERTY BOUNDARY---------------------------
SHEET NO. 3
SHEET INDEX SHEET NO.
1 NOTES, KEY MAP & WORK TO BE DONE-----------------------1
PRECISE GRADING PLAN---------------------------------2
ONSITE STORM DRAIN PLAN-------------------------------3
HORIZONTAL CONTROL PLAN-------------------------------4
REFRENCE DRAWINGS
402-28
402-2E
402-2F
DECLARATION OF RESPONSBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS />JND PROFESSIONS CODE, />JND THAT THE DESIGN IS
CONSISTIENT WITH CURRENT ST/>JNDARDS.
FIRM: MOS CONSULTING
ADDRESS: 78900 AVENUE 47, SUITE 208
CITY, ST.: LA QUINTA. CA. 92253
DATE:{,¥,
OWNER'S CERTFICATE
I, (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RET/>JNED
TO SUPERVISE OVER-/>JLL GRADING ACTIVITY AND ADVISE ON THE COMPACTION />JND STABILITY OF THIS SITE.
I, /'1, z.oc.s-
TAD TOP OF AREA DRAIN
LEGEND
DESCRIPTION
S' AC/OVER NATIVE
fi CURB ONLY
4' PCC SIDEWALK
CURB RAMP TYPE D
'l x6" REDWOOD HEADER
PCC CROSS GUffiR
CURB RAMP TYPE A
1 'l PVC STORM DR/>JN
Ii PVC STORM DRAIN
fi PVC STORM DRAIN
4" PVC STORM DRAIN
/>JR EA DR/>J N
TYPE B INLET
TYPE A-4 CUE/>JNOUT
1 Ii RCP STORM DR/>JN
PIPE COLLAR
STD. DWGS.
SEE PLAN FOR LOCATION
G-1
G-7
G-31
SEE PLAN FOR LOCATION
G-12
G-27
AREA DRAIN
D-2
D-9
DS-5
'\
R/W
SYMBOL
I I I I I I I
I~ r1
y=y
~
P']
-¼--
•ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS EXCEPT AS NOTED.
••CITY OF CARLSBAD MODIFIED DRAWINGS
RIGHT OF WAY
QUANTITY
28,240 SF
1,300 LF
7,620 SF
1 EA
76 LF
EA
EA.
184 LF
596 LF
180 LF
508 LF
30 EA
2 EA
1 EA
143 LF
1 EA
PLANNING DEPARTMENT APPROVAL "AS BUil T"
Assi:t+.:,,;,,,-t-, PLANNING DIRECTOR
/-3/-oS" DATE R.C.E. 60283 EXP. 6•'30·/0
&·B•o9
DATE
APN·. 215-160-07 THROUGH 15 ;:::, C60283 CHEVS HOSEA VICE PRESIDENT OF LAND DEVELOPMENT DATE REVl 2W11:L.· B_Y: (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES -------w SL LA COSTA RESORT CORPORATION [_ fl.,. I • \ ,-., -2. J-/'"f( RtCOMMENDED SOIL BE/>JRING CAPACITIES, A STATEMENT AS . {;J/7,,,/,r:, RECO MMENDED BY:---'"'~•~<-~l".J~vccd~-0~:t,.__~/;~-~2=!-_<>~> _,l.,l""--'-""-===---'-_.,;,."'ll"'np""4.~.,___ '_f_ -""T
TO THE EXP/>JNSIVE QUALITY OF THE SOIL, AND SUMMARIES BENCH MARK --r--r' INSPECTOR I U DATE
OF FIELD AND LABORATORY TESTS. THE REPORT SH/>JLL ALSO CN\\.
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.8 l'i(l~ UMPTION OF RESPONSIBLE CHARGE: 1-----1--+---------------+---+----ll---+-----I I SH,EET I CITY OF CARLSBAD I SHEETS I GRADING WAS DONE IN ACCORD/>JNCE WITH THE REQUIREMENTS NORTHERLY FROM LA COSTA AVENUE. CAL AS OF 6-08-091 tiEl'\EBY ASSUME 6
AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS ~ESPONSIBLE CHARGE FOR DES IGN TO ENGINEERING DEPARTMENT
~ ,c(
~
i
(.)
~
0
ffi
od
REPORT />JND ANY SUPPLEMENTS THERETO. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA THIS DRAWING l-----+----+------------------1-----+----+---+-----' :=GR=A=D=IN=G'...'::::&=E=R=os=1=0N=c=o=N=lR=O=L=P=LA=N=S=F=OR=, =::::'...'====:
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY ELEVATION: 113.122 ADJUSTIED 2J41t ~~ RCE60283Ei(PG-30-I0 LA COSTA RESORT & SPA 1-
fHE CITY. MODELS COMPLEX C: 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE />JREA TO BE GRADED. NO TREES ARE TO DATUM: NGVD 29 0
BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)~~:::::::::::::::::::::=::;;;;:::;:::::;:;;:::;;:::;::::::;:::::=:::::::;::::::::::::::~... CARLSBAD, CALIFORNIA Cl'J
AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED Tl PLANNING ■ DE ■taN ■ CDN ■TRUCTtDN W
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF RESUBMITTED FOR PLAN CHECK. PLAN CHECK FEES WILL BE REQUIRED F • o • s ' 1a.,oo •••""" 41 APPROVED : d -LLOYD B. HUBBS a:
WATER IS NOT PERMlffiD. ALL EARTHEN SW/>JLES />JND DITCHES SH/>JLL HAVE A MINI MUM />JNY SUCH RECHECK. 5";,. 208 /4&' r ~ vtY' ~ .2,/J/~ 5" ,c(
ONE PERCENT SLOPE. 36. THE GEOTECHNICAL INVESTIGATION FOR PROPOSED RESORT VILLAS, LA COST 5'lSO AVENIDA ENCINAS, SUITE 2eO O O • I C H ~:.:;;~.-~.'!!:~ Cl TY ENwiffR R.C.e.iIBsi EXP. 12 31 oslfATE I-~
/>JND SPA, PREPARED BY SLADDEN ENGINEERING DATED NOVEMBER 11, 200 ■ ■ CARLSBAD, CAI.IFORNIAQ200B FAX, 760-111.4073 6·8·0'/ .,-7 AS· BU II.. T
25. THESE PLANS ARE SUBJECT TO A SIGNED />JND APPROVED SET OF EROSION CONTROL SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. />JLL GRADING 5 UL Tl NG 760_476_9193 , FAX 760_476_91118 , www.RBF.com 5 c , u 1 ,, """"""'"'""""""''~·~· OWN BY: ---PROJECT NO. I DRAWING NO.
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS />JND SPECIFICATION DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· GYJ? CT 03-01 422-6A Q L __ _:c~ITY~E=NG:IN:E:ER~O:R~AS:D:IR:E~CT:E:D~B~Y~T:H~E~C~ITY~IN:S:PE~C~TO:R~. ____________ _:::co:NT~A:IN:E:D~IN:.:S:Al:D~S:O:ILS:.:R:EP~O:RT~.-----------~::S~~~==2;:~;;;;;;;;;~;;;;;;2s;;~;;:;;:~~2::::::~~~~::::::::~~~~::::::::~•~u~,v~·~•o~•~·::~J!E~N~Gl~NE~ER~OF~WOR~K!::====~R~EV~l~Sl~O~N~DE~S~C~R~IP~T~IO~N~====~O~TH~ER~AP~P~RO~V~A~L~C~IT~Y~A~PP~R~O~VA~L:!~R~V~WD~~B~Y=:==~~====~==~~~==~====~~~~===~·j
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1 CONST. S' A.G. OVER NATIVE (INTERIM IMPROVEMENT)
2 CONST. ff CURB ONLY PER STD. DWG. G-1 (INTERIM IMPROVEMENT)
3 CONST. 4' WIDE CONCRffi SIDEWALK PER STD. DWG. G-7
4 CONST. CURB RAMP TYPE D PER STD DWG. G-31
5 CONST. '1' xff REDWOOD HEADER
6 CONST. PCC CROSS GUTTER PER STD. DWG. G-12
7 CONST. CURB RAMP TYPE A PER STD DWG. G-27
SEE SH EET 3 FOR PRIVATE STORM DRAIN PLANS
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SCALE 1" ~20•
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ENGINEER OF WORK
STM~
R.C.E. NO. 20596
EXPIRATION DATE: 9/30/2005
MDS
CONSULTING
MO R S E
DOKI C H
SCHULTZ
ENGINEERS
40 60
~""' C. '6 ~ ';O "' "' No. 20596 "'
Exp. 9-30-05
CJV\L
DATE pj,r
78-900 Avenue 47
Suite 208
La Quinto, CA 92253
Voice: 760-771 -4013
FAX: 760-771-4073
mddoquinta@mdsconsulting.owt
SU RVEYORS
"AS BUil T"
£»ff4a
R.c.E 1oozZJ EXP. 1,-YJ-LO
DATE
I SH2EET I CITY OF CARLSBAD I SHEETS I 1----+--+-----------------+--+-----;1----+-----1 ENGINEERING DEPARlMENT 6
l----+--+-----------------+--+-----;l-----+-----1
1-----+---+-----------------t----+----t~---+-----1 GRADING & ERO§ION CONTROL PLANS FOR:
i
ffi Id
LA COSTA RESORT & SPA t-~ MODEL COMPLEX ~
---,.,, ~ w /J+QQ ___________ ,!>~~~b APPR0\1£D: S// , . LLOYD B. HUBBS a:
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EXISTIN~-; PVC WATER MAIN _/" 6'04•44•w ~;-~-: ' 1 DATE INITIAL DATE INITIAL DATE INITIAL ~~~g ~~: hl/P CT 03_01 422 _6 A 0
PER DWG. No. 402-2E ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL <
~--------------------------------------------------------------------------------------------------------------------------------------------------...J ..J FILE, ic\ 51362\PG\MODEL COMPLEX\ model-PGD3.dwg 1-03-05
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INSTALL 1 t PVC STORl.t DRAIN
INSTALL ff PVC STORl.t DRAIN
INSTALL ff' PVC STORl.t DRAIN
INSTALL 4• PVC STORl.t DRAIN
INSTALL AREA DRAIN
INSTALL TYPE 8 INLET
INSTALL TYPE A-4 CLEANOUT
CONST. 1 ff RCP STORM DRAIN
INSTALL PIPE COLLAR
20 10 0
OF WORK
SCALE 1" ~zo•
20
R C.E. NO. 205
EXPIRATION DATE: 9/30/2005
MOR SI -~-
',DO KI C H
SCHULTZ
40 60
DATE: l~r:
78-900 Avenue 47
Suite 208
Lo Quinta, CA 92253
Voice: 760•771-4013
FAX: 760-]'.71-4073
mdslaquinh:i@mdsconsullin;,nut
SUIVIYORS
"AS BUil T"
R.C.E. (JQz,'83 EXP. lj, 30·/0
INSPECTOR
I ~3EET I CITY OF CA
ENGINEERING DEPARTMENT ~===~====l============================~t===1====!===~~==~ GRADING &: EROSION CONlROI. PLANS FOR: SP.' .. I-LA CIJ,,STA RESORT &: ,..
MODEL COMPLEX tt==t==~t====================t==1===~==t=~ I ';;;;~ON~S~I~TE~S;;T~OR~M~D=R='A=INLLO)P!OL'Aa.N~S~~
RLSBAD I SH~ETS I
f===l~===i=============================~===1====i===~f==~ r. LLOYO B. HUBBS
APPROVED: dY , . ., :-'i,/ 0 S-
1.,i~~~~c.-~~~~;,'-?~~~:!'-?Jf;e1Fel8-~EXP:,12J~~ ATE ICITY ENQNEEKR.C.E. '13889 EXP.12 31 05 1-~~;;J~;~=[;=~~~;~~===================f~~;]~;,~~t~;;~~:~~ CT NO I DRAWING NO. I-OWN BY: ~-:-~ I PROJE . , .As-ev11..r DATE INITIAL DATE INITIAL cHKo BY: ,;.ve CT 03-01 422-6A 6-8· 11 RVWO BY:
DATE INITIAL REVISION DESCRIPTION OlllER APPROVAL CITY APPROVAL ENGINEER OF WORK
FILE:: 1:\51352\PG\MODE:L COMPLEX\model-PG .dw9
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103"10'11"
2'122'35'
29'22'35'
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8722'50'
10 0
RADIUS LENGHT
8.00' 12.83'
3.00' 4.71'
5.00' 9.00'
14.00' 14.36'
28.00' 14.36'
5.00' 7.85'
8.00' 12.20'
SCALE 1" =20'
20
! MO II SE
DOKICH
SCHULJZ
ENGINEEIS
40 60
78.1)00 Avenue 47
Suitt 201
la Quinta, CA 92253
Vole&: 760,771 -4013
FAX: 760,771•4073
mdslaquinla@mdsconsulling,nut
SUIYEYOIS
"AS BUil T"
7#1'/U-r;p
R.C.E IIDl'/!3 EXP. trJo-10
17.2.,1~
DATE
14+oo I SH4EET I CITY OF CARLSBAD I SHEETS I 1-------+----+-------------------i------t--r-------i------i ENGINEERING DEPARTMENT 6
-~
1------+---+------------------;----t---r----r---i
f---+----+---------------;-----t--r-----r-, GRADING & EROSION CONTROL PLANS FOR:
LA COSTA RESORT & SPA
MODEL COMPLEX
HORIZONTAL CONTROL PLAN
)
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE CUSICK AT
(760) 931-7575.
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
3.
4.
5.
6.
7.
8.
9.
AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF
PRODUCING RAINFALL.
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.
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED
WATERS CREA TE A HAZARDOUS CONDITION.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
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 ?INCH MINIMUM AGGREGATE.
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 PUNCHED STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF
THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND
IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN
SECTION 212 OF THE STANDARD SPECIFICATIONS 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 AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
B. THAT WARRANTS IMMEDIATE TREATMENT.
C.
D.
E.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND 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 PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY
THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,
TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT
THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. ½Jb. PER ACRE OF DIMORPHOLECA. g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE 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 MATERIAL. WHEN STRAW IS USED IT MUST
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
50% OF THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0,
WITH 15%, SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b
ABOVE.
50'MIN,
PUBLIC RIGHT-
OF-WAY
12" MIN.
2" MINUS ROCK
PROFILE
I
FILTER FABRIC
EXISTING GROUND 20' MIN.
RADIUS
_L
30' MIN.
T eLAtJ
STEEL SHAKER PLATES/
RUMBLE RACKS
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE ANO PUBLIC RIGHT OF WAY
• PUBLIC RIGHT-OF-WAY
•
I~ FENCE/BARRIER TO
• RESTRICT TRAFFIC
TO THE CONSTRUCITON
ENTRANCE
STABILIZED CONSTRUCTION ENTRANCE
PER CALIFORNIA STORMWATER BMP DWG. TC-1
4" VERTICAL FACE
EMBEDDING DETAIL
ANGLE FIRST STAKE TOWARD -,<!.;
PREVIOUSLY LA/0 BALE ----,it_:_
ANCHORING DETAIL * DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
•if -
1. SET POSTS AND EXCAVATE A
4 BY 4 IN 110 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS,
2, STAPLE WIRE FENCING TO
THE POSTS.
J, ATTACH THE FILTER FABRIC TO
THE WIRE FENCE ANO EXTEND IT
IN TO THE TRENCH.
4. BACKFILL ANO COMPACT THE
EXCAVATED SOIL.
!I ~I
---,, I
. .......,.~---,,..
SILT FENCE
9 IN,
FILL SLOPE
MIN.
2 FT
EARTHEN RIDGE
GRAVEL FILTER
················· ··············,,,-..... ......................... . ···························· ·1 ..
RUNOFF 1
WATER II' I TH '~Tic1b 'IT1'1--'ITI p
SEO I MENT um 11-I I • SEDIMENT
FIL TEREO ll'A TER
DROP INLET
WITH GRATE
~-coNCRETE BLOCK
----------
... ------········ ..... .
BLOCK-SCREEN-GRAVEL SILT BASIN
COMPACTED SOIL
TO PREVENT PIPING
RUNOFF WATER
DROP INLET WITH SEDIMENT
WITH GRATE zx6 STRUT<SJ
STAKED
STRAII' BALE
• •
2X6 STRUT( SJ
FILTERED
WATER
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
ENO ANO SIDE
OVERLAP AT
CORNERS
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB \
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT /0.9 Mi MIN,
THREE LAYERS OF GRAVEL BAGS
WITH ENOS OVERLAPPED
GRAVEL BAGS
FLOW
LEGEND
DESCRIPTION QUANTITY SYMBOL
A
STABILIZED CONSTRUCTION ENTRANCE 1500 S.F.
GRAVEL BAGS 100 EA
FIBER ROLL 1080 L.F.
POINTS A SHOULD BE HIGHER THAN POINT B
EROSION CONTROL BLANKET 20,000 SF
HAY BALE CHECK DAM
6 IN (15 CMJ
\ r
24 IN (61 CMJ
( A J
j
COARSE AGGRE~GMTE
FLOW --24
0
I
IN (61 CMJ
I
0
0
0
0
0
0
0
Lc/JISTANCE SUCH THAT POINTS
A AND BARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
4"-6" LOGS
_\Ji
' , \ r, ~ , "
18 II
j
LOG CHECK DAM
OF WORK
-Affe~~um~L___-DATE: pµr:
R.C.E. NO. 20596
EXPIRATION DATE: 9/30/2005
MOS
' ' . CONSULTING
MO IS I!
DOKICH
SCHULTZ
78-900 Ave,nu• 47
Suite 208
La Quinla, CA 922S3
Voi<:e: 760•771-4013
FAX1 760-771-4073
md~1oquinto@md:.consul1in9,nut
SURVEYOIS
C6023
P. 0•90•
"AS BUil T"
'1mf7.4& (J·'l·D1
DATE
R.C.E. £10-z..13 EXP. (J·30·IO
~-Z.l-09
DATE
fsHffTl CITY OF CARLSBAD I SH6EETS I 1-----t-------1-----------------t-------1---+---+--t l._Q_j ENGINEERING DEPAR™ENT
l----+---+------------------t----1----+---+----I
1------t------t,-----------------+------t---+----+---1 GRADING c!c EROSION CONTROL PLANS fOR:
2. CONDITIONING THE SOILS so THAT IT IS SUITABLE FOR PLANTING BY: LA COSTA RESORT & SPA
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT MODEL COMPLEX
NOT SATURATED SEED BED. EROSION CONTROL PLAN
b. THE ADOITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
I
OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR APPROVED: t,Y LLOYO B, HUBBS
GROWTH. ~~ L7 ~,1/J-#"~ »d•.T <( 1----+---+-----------------+---t-----+---+----I Cl~Ci.2£89 EXP.12 31 05 DATE ~
HYDROSEEDED AREAS $HALL BE MAINTAINED TO PROVIDE A VIGOROUS LJNL I NED SWALE & BERM ,_6-_8_o_a_,_..-_T_+>'>_A_S_l3_U_lt..-T-----------.+------+--i----+----1 ~ ~~-~' ,-~'--l'--'-~~•~~--------------t---t----1----+----1 DWN BY: ---PROJECT NO. DRAWING NO. GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR r
AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ~\IP CT 03-01 422-6A L __ TH~E~PR~O~J~E~C~T~IS~C:O~M~PL~E~T~E~D~A~N~O~AL~L:_':B~ON~D~s,___i:R~EL~E~A~S~ED~. __________ J_ __________________________ J_ _________________________________ ~~E~NG~IN~Effi~O~F~~~R~K!::===~R~E~Vl~S~IO~N~D~E~S~C;R;IP~Tl~O~N====~O~lli~E~R~A~PP~R~OV~A~L~C~lrr~AP~P~RO~V~AL~~R~V~W~D~B~Y:~~~~====~~~=~==~=~~j.
FILE: 1:\5,362\PG\MODEL COMPLEX\model-PG .dwg 1-0J-o,
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021705 · .. \
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9.
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CONSTRUCTION
BENCHMARK
A STREET CENTERLINE MONUMENT ON EL
CAMINO REAL 0.88 MILES NORTHERLY FROM
LA COSTA AVENUE.
EROSION CONTROL BLANKET
-r -
- ------"'
20
,j,
VERTICAL SPACING
VARIES BETWEEN
8' AND 20'
NOTE:
INSTALL FIBER ROLL
ALONG A LEVEL CONTOUR
,j, ,j,
:'.''%J~__:::___ INSTALL A FIBER ROLL NEAR
SLOPE WHERE IT TRANSITIONS
INTO A STEEPER SLOPE
TYPICAL FIBER ROLL INSTALLATION
10 0
NO SCAfE
2"x2" WOOD
STAKES MAX.
4' SPACING
TYPICAL SECTION FOR FIBER ROLL
SCALE 1" =20'
20
NO SCAfE
ENGINEER OF WORK
s~~-
R.C.E. NO. 20596
EXPIRATION DATE: 9/30/2005
MO IS I
DOKICH
SCHULTZ
"AS
DATE:_•_ ~f'1C.J;,-,~'-"'-f" __
78-900 Avenu• 47
Suite 208
La Quinta, CA 92253
Voice: 760•771-4013
FAX: 760-771-4073
mdslaqulnta@mdscons1,1ltlng,net
SUIVIYOIS
BUil T"
C,·'?·P2
DATE
R.c.E. r,oz'11 EXP. /,·30•/0
IDE
INSPECTOR ~~/
1----+---+----------+------t----t--t---i I ~6EET I CITY OF CARLSBAD I ~E6ETS I
;:====---'==EN::=Gl::'N=EER=IN::::G=D=EP=AR=lM=EN=:T==:::'...'.:::==:::;
GRADING & EROSION CONTROL PLANS FOR:
LA COSTA RESORT & SPA
MODEL COMPLEX
EROSION CONTROL PLAN
I
DD DD DD DD DD APPROVED: dY LLOYD B, HUBBS RECORD FROM: NORTl-l COUNTY VERTICAL □□□□□□□□□□ STABILIZED CONSTRUCTION ENTRANCE ~ #/4J' ~
CONTROL DATA, PAGE 184. ,~~~□□□□□□□ CITY ENGINEER 05 DATE ~
ELEVATION: 113.122 ADJUSTED _ •-•-•-•-•+•-•-•-• _ FIBER ROLL 6;:;9 l;~L I As-eu11.-r DATE INITIAL DATE INITIAL g~~D BJ~-<-;vp PROJECT NO. DRAWING NO_ ~
l~D~A:TU~M::_:NG:V:D~
2
:
9
----------------------------------------------------------------------------------~EN~G~INE~ER~OF~WO~RKi===~R~EV~IS~IO~N~D~E~SC~R~IP~Tl~O~N~===~OTH~ER~AP~PR~O~VA~L~C~ITY~AP~P~RO~VA~L:!~R~V~WO~B~Y~: ~~~~~C~T~Q~J~~Q~1§§~~4~2~2~6~A.~~ 1
FIL : 1:\51362\PG\M0DEL C0MPLEX\mode/-PG06.dwg 1-0J-o,
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