HomeMy WebLinkAboutDWG 403-6B; CT 01-01; CALAVERA HILLS VILLAGE L-2; 01-03GRADING NOTES
(IN ADDmON TO THE REQUIREM£NTS or CHAP/FR 15. 16 or THE
CARLSBAD MUNICIPAL COD£.)
1. THIS PLAN SUPERS£DES ALL OTH£R PLANS PR£VIOUSL Y APPROV£D BY THE CITY or CARLSIWJ REGARDING GRADING SHOWN ON THIS SIT OF PlANS.
2. APPROVAL OF THIS PLAN DOES NOT l£SSEN OR WAIVE ANY PORTION or THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTfD HEREON AS THfY MAY
PERTAIN TO THIS PROJECT. THE £NGIN£ER IN RESPONSIBLf CHARGE SHALL
REVISE THESE Pl.ANS WHfN NON-CONFORMANCE IS D/SGOVER£D.
J. CITY APPROVAL or PLANS DOES NOT RElJf:Vf TH£ Df:Vf:LOPER OR fNGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION or ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN RfVISIONS SHALL BE PROMPTLY
SUBMITTfD TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY fNGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIRCATf OF INSURANCE MUST BE FILED NAMING TH£ CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POUCY IN TH£ MINIMUM AMOUNT
OF 11,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. M INSURANCt
~rlb'irlrV:mi&Wi,F!J1L1fft~~rkr'6?-&s&-TlfJ& :TING~Goftt? A SfZE
5. UNLESS EXEMPTED BY SECTION JO 1. (b )5 OF THE UNIFORM BUILDING CODE.
RITAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMfNCED UNTIL ALL PERMITS HAVE BEEN OBTAIN£D FROM
THE CITY AND OTHER APPROPRIATf AGENCIES.
7. APPROVAL or THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEfN ISSUED.
S. NO RfVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/TTfN APPROVAL
OF TH£ CITY ENGINEER, NOTED WITHIN THE R£VISION BLOCK, ON THE
APPROPRIA Tf SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BfCOMf THE PROPERTY or THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE R£VISED TO RffiECT AS-BUILT CONDITIONS
BY THE £NG/NEER-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 SIT£ AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRfNCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT GOMPRISfD
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEfTS AND (C) COMPACTION
CURVES, SHALL Bf SUBMITTED BY A PROFESSIONAL ENGINEER OF tHE STAT£ or
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THf SOILS RfPORT WILL BE SUBMITTfD TO THf CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION or FIELD TESTS.
IJ. A SOILS COMPACTION RfPORT AND COMPLIANCE VfRIRCATION REGARDING
AC'lifRfNCf TO RfCOMMfNDATIONS OUTLINED IN THf SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE or A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL £NG/NEER OF THE
STA Tf OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCf WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARTHWORK SPECIRCATIONS " ATTACH£D TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITT£D TO THE
PROJECT INSPECTOR.
I 4. A PRfCQNSTRUCT/ON MEITING SHALL BE HELD AT THE SIT£ PRIOR TQ THE
BEGINNING Of WORK AND SHA/ L BE ATTENDED BY ALJ, REPRESfNTA[IVfS
RESPONSIBLE FOR CONSTRUCTION. INSPECT/Oil SLJPERVISION, TESTING AND ALL
OTHER ASPECTS O[ THE WDR~ THE CONTRACTOR SHALL SCHEDULE THE MEETING
n-lROUGH THE PERMIT CLERK 760) 4J8-J891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVfD DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN fOR PRfCONSTRUCTIQN MITT/NG WILL B£ W'~ Ze~1~ ,~Ui#a%f~1££ 1198ft J~5&f&1Wa P;ld/iES!o 2L.fff e.~'.
ON THE DAY BEFORE THE INSPECTION /S NEEDED, INSPECTIONS WILL Bf MAD£
n-1£ NEXT WORK DAY UNLESS YOU Rf QUEST OTHERWISE. REQUESTS MADE ,4fTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATfR.
IB. THE: OWNER AND/OR APPLICAWT n-lROUGH n-lE Df:Vf:LOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL Bf SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND I-IEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR GODE SECTION 6705 BY SUEJMITTING
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCEF.,,E11 AGfNCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTfCTION FROM THE HAZARD OF CAVING GROUND LJ,,'?ING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THf PIPE INSTALLATION
n-lEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRfNCHES RVf FEET (5') OR
MORE IN DEPTH AND APPROV£D BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TH[ PIAN VAl?IES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORD£RS. TIT/ E B
CALIFORNIA ADMINISTRATIVE CODE, THE Pll\N SI/All BE PREPARED BY A
REGISTERED ENGINffR AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTfD TO TH£ INSPECTOR PRIOR TO EXCAVATION.
1 ll. NO BLASTING SHALL Bf PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEfN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. If ANY ARCHAEOLOGICAL RESOURCES ARE DISCOYfRED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON. OPERATIONS WILL CEASE 00/EDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UWTIL THE PERMITTff HAS RfCEJVfD WR/TTfN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON n-lE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION or TRUCKS,
EARn-lMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TfD
GRADING EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD BETWEEN 7:00 A.I.I. ANO
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA T/ONS SHALL BE CONDUCTED ON WITKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT n-lE ENGINEERING DEPARTMEWT COUNTER.)
21. All. Off SITE HAUL ROUTES SHALL BE; SUBMITTED BY THE CONTRACTOR TO THf:
CID'. fNGINFER [OR APPROVAL TWO [ULL WORKING DAYS PRIOR TO BEGINNING OF
1ifJEK,
22. n.lPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATfRIAL SHALL BE
DEPOSITED AT, A SIT£ APPROVE:D BY n-1£ CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPQNSIBIE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING QPERATION.
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO EJE REMOVED UNLESS SPECIFICALLY NOTfD ON n-lE PLAN.
HUNSAKER
& ASSOCIATES
SAN DIEGO, 11'C.
PLA~NI\JC 1D17Y Huennekens Street
ENGINEERING San Diego, Ca 92121
SURV~YINC PH(B58)558-4500· FX(858)558·1414
PLANNING DEPARTMENT APPROVAL
w,;o,,,;~:OQq~ DATE=IOAs-Jo3
VJCRAIJ. l. IIOIMIJ.ER, PIANNING DIRECTOR
~?-~'" . -'.) DATE:t<>/ tJ /<)3
Bl!CDllll!lillED BY: If(?. i C. M <.lf/0 t
(PBIMT NAIii)
24. ALL AREAS SHALL Bf GRADED TO DRAIN.GRADING RESULTING IN Tl-IE PONDING or
WATfR IS NOT PERMITTfD. ALL EARn-1£11 SWALES AND DITCHES SHALL HAVf A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVfD SET or EROSION
CONTROL PLANS. EROSION CONTROL SHALL Bf AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY GONDmON. ALL STONES, ROOTS OR On-lER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SIT£ APPROVfD OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE /RRIGAT£D, STABILIZED, PLANTED AND/OR HYDROSEEDED
Wln-1/N TEN ( 10) DAYS OF THE TIME WHEN .fMJ1 SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL Bf ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY or CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 40J-6L, AND/OR AS DIRECTfD BY TH£ CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATf
TH£ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH n-lE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREM£NTS.
JO. STORM DRAIN PIP£ SHALL BE REINFORCED CONCRETE PIP£ Win-I A MINIMUM
D-LOAD or 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS l£SS THAN 15 FEIT AND BACKFILL£D Win-I J/ 4 •
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SDR 35 SOLID WALL PIP£
JI. WI-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVE:D WITHIN TWENTY FEIT OF BUILDING
OR STREIT AREAS AND REPLACED WITH PROPERLY COMPACTfD SOILS. IN OTHER
AREAS THE PIP£ WILL Bf PLUGGED Win-I CONCRETE OR REMOV£D AS APPROVED BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL VfRIFY THE LOCATION or ALL EXISTING FACJLmES
(ABOVE GROUND AND UNDER GROUND) WITHIN n-lE PROJECT SITE sumctENTL y
AHEAD OF GRADING TO PERMIT n-lE REVISION OF n-1£ GRADING PL.ANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS AR£ IN CONFLICT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
fACILJTIES AND SHALL COORDINATE THE WORK Win-I A COMPANY REPRESEWTATIVf.
UNDERGROUND SERVICE ALfRT
SDG&E
1-B00-422-4133
(619) 696-2000
1-800-750-2355
1-800-626-6299
(760) 267-3777
(760) 839-4681
PACIFIC BELL
ADELPHIA CABLEVISION
CITY OF CARLSBAD(STRITTS de STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTRICT
34. PERMIT COMPLIANCE REQUIRfME.NTS:
A. [OR CONTROLLED GRA~NG-THE APPLICANT HIRES A CML E.NGINITR,
SOILS ENGINEER, ANDOR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL GODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTfD TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE:
( 1) RNAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL £ROS/ON CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
COO£ AND THE APPROVfD PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTfR FROM CITY ENGINEERING DEPARTMEWT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM n-lE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATfMENT AS TO
THE EXPANSIVE QLIAUTY OF THE SOIL, AND SUMMARIES OF
RELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE Win-I THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN TH£ PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT Win-I AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ON£ (I)
YEAR AFTER n-lE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PL.ANCHECK. Pl.ANCHECK FEES WILL Bf REQUIRED FOR
ANY SUCH RECHECK.
J6. Tl-IE SOILS REPORT TITLED, "UPDATE Of GEOTECI-IN/CAL REPORT, CALAVE"RA
I-IILLS, VILLAGE L-2, CITY OF CARLSBAD, CALIFORNIA", DATED OCTOBER 20,
1999, ANO ADDENDUM REPORT TITLED "INTERIM REPORT OF ROUGI-I (MASS)
GRADING, PHASE I LOTS 1-14 OF CALAVERA 1-1/LLS II, VILLAGE L-2,
CARLSBAD TRACT 01-01, CITY OF CARLSBAD, CALIFORNIA," DATED JUNE 25,
2003, PREPARED BY GEOSOILS, INC., SHALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITI-1 THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID
SOILS REPORT.
PROJECT LOCATION
THE CALIFORNIA COORDINATE INDEX FOR Ti/IS PROJECT IS N 366 E 1677
SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
SAN LO AERIAL SURVEYS, DATE JANUA/?Y 11, 1999 ANO DWG 390-9A
REFERENCE DRAWINGS
403-6
403-6A
390-9A
390-9
SWPPP WDID NO. 9375-317517
LEGEND OF ABBREVIATIONS
TC
GB
BVC
EVC
PVI
BC
EC
HP
LP
FL
FS
ST
RT
LT
TW
BW
RP
N.T.S.
CTB
MVC
GF
FF
OF
EDP
TOP OF CURB
GRADE BREAK
BEGIN VERTICAL CURVE
END VERTICAL CURVE
POINT OF INTERSECTION
BEGIN CURVE
END CURVE
HIGI-I POINT
LOW POINT
FLOW LINE
FINISHED SURFACE
STREET
RIG/-ff
LEFT
TOP OF WALL
BOTTOM OF WALL
RADIUS POINT
NOT TO SCALE
CEMENT TREATED BASE
MODIFIED VERTICAL CURVE
GARAGE FINISHED FLOOR
FINISI-IED FLOOR
DEEPENED FOOTING
EDGE OF PAVEMENT
ENGINEER OF WORK
~,,'/~~ tf;/,,J
R7>ND L ¼tiN
RC£ NO 48670 EXP. 6/J0/04 DATE
~
Y./6F~
cAr ~SBAD ~~TY ... •. v0--,,---\ SAN MARCOS .,.. ,,_ ,..-
> ~-J ,.
,!,
VICINITY MAP
NOT TO SCALE
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND STABILITY OF _ THIS SITE.
D I'-/~ ~ I" . I. t} ."3
BY: 000N ;:-;HEi/.PRo.i[c~ MANAGER -::DA:-:-TE=--------
SOILS ENGINEER'S CERTIFlCATE
I, DAVID SKELLY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF Tl-IE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
ON OCTOBER 20, 1999. TWO COMPLETE COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
GRADl~PLANS AND SPECIFICATIONS.
~ /1t,,, ./ti{ fISl>r ,q, U:,t:>J
SIGNATURE DATE
RCE 47857 EXP. DATE: DEC. JI, 2003
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER or WORK FOR THIS PROJECT. THAT,
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
, UNDERSTAND THAT THE CHECK or PROJECT DRAWINGS AND SPEC/f/CATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FI RM, HC/1'/SAKER a ASSOC /ATES
ADDRESS, 10179 HUa/NEKENS AVE
CITY, ST., 541'1 Ofl;GQ CA
TELEiE, /B5B/ 558-45QQ.
BY,-= ,./Z~
RAYMOND L . MARTIN
DAT£, ~~--l_1~'fa_,,_3 __ _
P.E. NO., RC£ 48670
EXPIRATION DAT£, ..,6,,(_..3..,Qf'-"04"'--------
OWNERS/ PERMfITEES
MONTARA MC MILLIN LLC
2727 HOOVER AVE.
NATIONAL CITY, CA. 91950
(619) 477-4170
LEGAL DESCRIPTION
LOTS I -14 OF MAP 14623
SHEET INDEX
SHEET I
SHEET 2
SHEET 3
TITLE NOTES
KEY MAP a NOTES
PRECISE GRADING PLAN
EARTHWORK QUANTITIES
CUT:
FILL:
EXPORT
REMEDIAL
700 CY
700 CY
0 CY
0 CY
*
* OUANT/TIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING. BUDGETS
OR OTHER PURPOSES, AND ARE BASED ON 50
CY /LOT, AS SPECIFIED BY THE CITY.
"AS BUILT" BENCH MARK
~~-' ~~--_g-31/tlk~
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL AT DATF RC£ 4bU1D EXP. cx,/-=,o/cx., ENGINEER'S STATION 454+92 PER I f ro::, / dl/o R.S. 1800-1
R~D BY.·, 5-10-0, RECORDED: COUNTY BENCH LEVELS (NO. e .,A. OAT£ COUNTY VERT. CONTROL DATA)
ie.u-,
ieLt-1
INITIAL 7/zsLtJt
INSPECTOR DATE ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF WORK
'
112\ ~-OW\l-.-T'
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST or THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILmES, AND PLANTING or
PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT
GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET or PLANS ANO
THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED
ON THESE PLANS.
THE GRADING WORK SHALL BE PERfORMEO IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY TH£ CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE.
2. CITY OF CARLSBAD STANDARDS.
3. THIS SET OF PLANS.
4. CITY or CARLSBAD PLANNING COMMISION RESOLUTION NO. 5290 & 5291 AND CITY
COUNCIL RESOLUTION NO. 2002-J40 DATED NOV. 19, 2002.
5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS RfPORT AND RECOMMENDATIONS BY GEOSOILS, INC. DATED OCTOBER 20, 1999,
AND ADDENDUM DA TED JUNE 25, 2003. 7. Tl-IE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY TH£
CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 10-16-02, RESOLUTION NO. 5289.
9. SWPPP WDID NO. 9J7S-J17517
10. SWMP DA TED JUNE JO, 2003.
DESCRIPTION
BACKFLOW PREVENTOR REQUIRED••
PAD ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION (FRONT)
DEEPENED FOOTINGS••
WATER LATERAL•••
SEWER LATERAL***
PLAN NUMBER (R-REVERSE)
LOT NUMBER
ENHANCED SIDE ELEVATION ••
LEGEND
STD. DWG.
(SEE ARCHITECTUAL PLANS FOR ENHANCED
ELEVATION TREATMENTS)
ENI-IANCED REAR ELEVATION ••
(SE£ ARCHITECTUAL PLANS FOR ENHANCED
ELEVATION TREATMENTS)
UTILITY SERVICE LOCA T/ON (HOUSE) ••
4" PVC DRAIN
SPECIAL VIEW WALL ••
(J' MASONRY W/3' INCLINED GLASS)
5' WOOD FENCE••
5' STEEL VIEW FENCE••
5' SOLID MASONRY WALL ..
STREET TREE ••
16" X 16" PILASTER ..
RETAINING WALL'*
FIBER ROLLS (SEE DETAIL ON SHEET 2)
PROPERTY CORNER
SIDEWALK UNDERORAJN•••
STREET NAME SIGN•••
FIRE HYDRANT**•
STREET LIGHT*.,
WATER MAIN•.,
SEWER MAIN•••
STORM DRAIN CENTERLINE.,•
STORM DRAIN CENTERLINE•••
EASEMENT
SDG&E ELEC. HAND HOLE••
SDG&E ELEC. TRANSFORMER ,.
PACIFIC BELL PEDESTAL••
CONCRETE STOOP••
JO" X JO" A/C CONCRETE PAO••
PROPOSED UTILITY SERVICE LOCATION••
DROPPED GARAGE FINISHED FLOOR••
• CITY OF CARLSBAD STANDARDS
•• CONSTRUCTED BY SEPARATE PLAN
'*' PER DWG 403-6
SYMBOL
IEl1
P=440.7
FF=441.37
GFF=440.7
kZZZZ?Z2Zi
@
®
1A
83
@
1£R£l
0
■
00000
0
+ ....
<>----0
-w--
s
so
RW
I I /
[Zl
~
fill
~
6.
CITY OF
QUANTITY
42 LF
BO SQ FT
770 LF
CARLSBAD I SHiET I
ENGINEERING DEPARTMENT
I SH3TS I
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
MONT ARA at CALA VERA HILLS II
LOTS 1-14 VILI..AGEL-2 /
APPROVED LLOYD B. HU!3BS,tY° .J. j ~ ~ -~-~ ~~~ ~o~ •3 ENGIN'tl'!t.:_ RCi: -~ '1J Exel 2 73] ZQ5 ~ -DATE
1/1\ ~t~e. L.OT 1-4 l"l....A.IJ ,-<"l"e ~-/l~, ._ r-r -/ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INlnAL CHKD B~· -C.T 01-01 403-6B REVISION DESCRIPTION RVWD BY: ~/ OTHER APPROVAL CITY APPROVAL
R:\0370\&Eng\Precise Grading\ VILLAGE L-2\Phase 1 \OJ70PGAu1.dwg W.0. No. 1941-54
BIN :
I
.~
102403
051704
' I \
Pl ANNIN(;
ENGINEERING
SURVEYING
_p TOP WALL
ELEVATION
SHOWN ON PLAN-----GROUND SURFACE
J" MIN.
.•:·•.->t
RITAINING WALL----L--<•,
RETAINING WALL
DRAINAGE DETAIL
NOT TO SCALE
J" MIN.[
RETAIN/NG WALL--~
RODENT CI-.P FLUSH W /WALc
FINISHED GRADE
COMPACTED FILL ---.. ----_-_ 6"
FILTER FABRIC ENVELOPE (M/RAFI 140N OR APPROVED
tOUIVALENT)
GROUND SURFACE
RETAINING WALL SECONDARY
DRAIN OUTLET
NOT TO SCALE
,,
r GROUND SURFACE
J" MIN.
BEGIN MEMBRANE 4" _::.:'.:'.:.(__j__._M~
BELOW FINISH GRAD[ .. ~ --I-I
RITAIN/NG WALL---WATER RES1$T4NT MfM/lRANf
10179 Huenne~f'l'l'i Street
Son Diego. Ca 92121
PH(858)558-4SOO· FX(858)558-1414
WALL
F
I
I
I
I
I
I
IQ
L
~ I~-DAMPRO~G U ~ ~R NON~ CO WALL LESS HANi' IN HEIGHT APPLY 2 COATS (APOC EMULSIFIED ASPHALT AND ACKFILL OPERATIONS
: WAT R PR FIN
USED IN ALL STIJCCO WALR & WALLS REATER THAN 2 IN HEIGHT 7J 4 COATS (APOC) EMUL IF/ED ASPHALT
2 1 PLY YELLOW JACKET (FIBERGLASS)
W$:r_4,Tlf/f' APPLY 2 COATS OF WALL. PLAC[ FIBERGLASS AND APPLY REMAINING TWO COATS OF ASPHALT.
NOTE, . CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING WA1'rn RESISTANT MEMBRANE DUR/NG DRAIN INSTALLATION AND BACKFILL OPERATIONS
RETAINING WALL
WATER RESISTANCE DETAIL
NOT TO SCALE
LOT PLAN
1 J
2 1
3 3
4 2
5 J
6 1
7 3
LOT PLAN
8 2
9 1
10 3
11 2
12 2
1J J
14 1
l
LOT TABLE
ELEVATION BACKFLOW STREET ADDRE:SS PREVENTOR
AR NO 3581 GRANITE: COURT
ZBR NO 35 77 GRANITE: COURT
B NO 35 7 J GRANITE: COURT
A NO 3570 GRANITE: COURT
CR NO 35 7 4 GRANITE COURT
ZA rrs 3578 GRANITE: COURT
A rrs 3582 GRANITE COURT
LOT TABLE
£!.£VAT/ON BACKFLOW STREET ADDRE:SS PREVENTOR
B YES 3586 GRANITE: COURT
A YE:S 3590 GRANITE COURT
C NO 3594 GRANITE: COURT
A NO 3598 GRANITE: COURT
C NO 3589 GRANITE: COURT
_l!R NO 3593 GRANITE: COURT
ZCR \ rrs J597 GRANITE: COURT
I
/,\
140•~--......;
PLAN 1A
!A>l?UT POii{!'
= = =
14• TRANSITION
DRIVE:WAY APPROACH
KEY MAP LEGEND
I
I
PROJECT BOUNDARY
LOT UN£
EASEMENT
STREET NAME
LOT NUMBER
,___ ___ 40' ___ _,
GRANITE COURT
5
GIWIITE COURT
lG
BOA OPEN
SPACB
KEY MAP
SCALE: 1" = 100'
r-=40'
PLAN 2A PLAN 3A
~
!Al'OUTPOIW
!A>l?UT POM
TYPICAL BUILDING FOOTPRINTS
6"-8" ABOVE STRAIGHT GRADE
GARAGF: SI.AB
_ • STRAIGHT GRADE FROM BACK OF
P.C.C. WALK
..
EXISTING
SIDEWALK
i,._
" "'
PLAN 1ZA
DIMENSIONS
PER PLAN
(TYPICAL)
• ' .
DIMENSIONS PER PLAN
(TYPICAL)
A
ii;:
II!
8 PL
~1 8 ~1
1:C
If' MIN. ~:i
"' :i! '\ ~
A
C Ml.
" -
4' MIN.
" MIN
SECTION A-A
f---'L---1_ 6" BE:RM TO BE MAINTAINED -r--r:z,---<J DURING ROUGH GRADING
~-1 l!r /.1/N.
C
SECTION 8-B
NO MOUNDING
IN THIS ARE:A (TOP OF SLOPE 0.5' MIN ABOVE
SWALE de NOT TO EXCEED FIN/SH PAD ELEV.)
PLACE FIBER
ROLLS DURING
GRADING OPERATIONS
SEE DETAIL BELOW 5•
4'
L
CURe---'
NOTE: SID£ SLOPE RATIOS ARE 2: 1
·: : ':·'• . ':' . ' BLDG PAD ELEV. 2
~--r-===:::;;;;::~--ir--'-~...'.'..~t=_,--==:::'.;::::=-,-.~ 1 TYPICAL LOT PLOTTING &
EROSION CONTROL DETAIL
N.T.S.
HOUSE
F.F.
6" MIN.
*ALLOW 6" FROM
C/L OF FENCE
TO P/L
PROPERTY LINE
F"E:NCE
i--~-1 ' MIN.
4' MIN.
4' Ml .
1 ' MIN. -'---11
6" MIN.
([_ SWALE
2% MIN. -21% MAX.
SIDE YARD DETAIL
NOT TO SCALE
:. --~ ~ ~
ELEV. MUST BE EQUAL
TO BLDG. PAD ELEV. OR
HIGHER
DEEPENED FOOTING
WHEN REQ'O
SECTION C-C
HOUSE
F.F.
FIBER fKJLL l!J • MIN
ROW------__.>,j
GARAGE
GARAGE DOOR
FoPEN1Ncrl
~--JOINTS JTO MEET IN EVERY INSTANCE
CURB LINE
,--:::::--ALLOWABLE* DISTANCE
R/W LINE
*NOTE:
DRIVEWAl'S SHALL BE "CHALKED" IN THE f'IELD AT LAYOUT.
ANY DISTANCE OVER 1.0' SHALL 8E BROUGHT TO THE
ATTENTION OF THE PROJECT MANAGER WHO SHALL DETERMINE
THE ALLOWABLE DISTANCE. THIS DETERMINATION SHALL BE
MADE PRIOR TO BEGINNING ANY HOUSE CONSTRUCTION.
NOTE:
12" MIN.
. NOTE:
ABER ROLL
N.T.s.
WOOD STAKE
3/4"x3/4"
MAX 4'
SPACING
1. FOR ROUGH GRADING PLANS AND SPE1,1F/CATONS
SEE CITY OF CARLSBAD DWG. NO. 40J-6A
2. STREET, CURB, ct PAD f:t.EVATIONS AR,-P£1!
EXIST. PLANS ct SHOULD BE VERIFIE/1 IN THE:
FIELD. IF ACTUAL ELEVA T/ONS VARY FROM
TH0$E SHOWN, NOTIFY THE ENGINEER OF WORK AT (858) 558-45DO
J. FOOTPRINTS ARE BASED UPON ARCHITfCTURAJ.
PLANS DATED 5-20-QJ.
4. DRIVEWAY PAVING MATERIAL TO BE 4•
P.C.C. MIN.
----DRIVEWAY APPROACH TO GARAGE SLAB. SPECIAL DRIVEWAY CONSTRUCT/ON DETAIL
I) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR STEEPER
SIDE OF THE DRIVEWAY, SHALL BE 74%. SLOPES EXCEEDING 14% SHALL
REQUIRE SPECIFIC APPROVAL BY TH£ McM/LUN HOMES PROJECT MANAGER.
5. STREET ADDRESS SHALL BE LOCA TE:D ON IIIUILD/NG
EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE.
NOT TO SCALE
DRIVEWAY TRANSITIONS FOR 2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 12%, INCORPORATE
TRANSITIONS AS SHOWN LEFT THIS ''ROLL• IN THE DRIVEWAY IS INTENDED
6. SEWER It. CLE:AN-OUTS ARE PER CITY OF CITY OF
CARLSBAD STANDARD DRAWING S-7
7. AN APPROVED BACKWATEI? VALVE IS REQUIRED FOR
DRAINAGE PIPING SERVING FIXTURE:$ LOCATED
BELOW THE ELEVATION OF THE NEXT UPSTREAM
MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION
SHALL DISCHARGE THROUGH THE BACKWATER VAL VE.
DRIVEWAY EXCEEDING 12% SLOPE
NOT TO SCALE
"AS BUILT"
ENGINEER OF WORK
jo~~~ ,/4/43
E NO 48670 EXP. 6/30/04 DAT[
~,J~-2,~
RCF 4t>v1Q__ EXP. =l":>olov j •
REVIEWED BY:
TO HELP AVOID BOTTOMING BY LONGER VEHICLES ANO TO MAKE
THE DRIVEWAY MORE PLEASING VISUALLY.
J) SEE ARCHITECTUAL FOR ENHANCED RE:AR ELEVATION DETAILS.
ALL LOTS THAT ABUTT COLLEGE NEED ENHANCED RtAR tLEVATIONS.
l---+---l-------------+-----+----l--------l------1 ~ CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 3
BENCH MARK
DESCRIPTION: STANDARD M-10 STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL ATl----+---+-------------------l-----l----l----1-------1
ENGINEER'S STATION 454+92 PER
R.S. 1800-I
RECORDED: COUNTY BENCH LEVELS (NO.
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.4 79 DATUM: NGVD OF 1929
AO-eLllL.T
/. ~
DA TE INITIAL DAT£ INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
R:\0370\&[ng\Precise Grading\VILLAGE L-2\Phase 1 \0370PGA02.dwg
PRECISE GRADING ANO EROSION CONTROL PLANS FOR:
MONTARA at CALA VERA HILLS II
LOTS 1-14 VILLAGEL-2
APPROVED LLOYD B. HUBBS./
A L CJ~ J/1/~r J.?/J.•/,,3 CITY tNGINEl?CEBC EXPJ2/3] /06 'DATE
OWN BY: ___ _
CHKD BY,--,,,,.---
RVWD BY,
PROJECT NO.
C. T. 01-01
DRAWING NO.
403-6B
W.0. No. 1941-54
BIN :
J
\
\ \
' ,r
I I V"'7'
~~~ i ',~, / i
f I ' ~ ' I '.-. ,. ,, . ; ( !
/ ',/' / / Y< \ ' . I ·1 / /' < \,.-/ .....
.,,,/ _) ,/A y/
i I
I i i I
I tf--·Vl
N ,~ 'yl
2_µ.. ·u-0.,.
------
PLANNING
ENGINEERING
SURVEYING
DISCLAIMER:
1) ALL WALL, FENCE, AND LAWN EDGE LOCAnONS ARE
SCHEMA TIC ONLY AND WILL VARY WITH SITE CONDITIONS.
2) A/C PADS MAY BE RELOCATED TO OTHER SIDE OF THE
HOUSE AT THE BUILDER'S DISCRETION.
NOTE:
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
10179 Huennekens Street
San Diego, Ca 92121
PH(858)558·45UU· FX(858)55B-1414
1) LOCA no NS OF CABLE TV PEDESTALS ARE NOT KNOWN AT
THIS TIME. LOCATIONS OF TELEPHONE AND SDG&E SURFACE
OR ABOVE GROUND STRUCTURES IS PER PLAN INFORMATION
ONLY. FINAL LOCATIONS CAN BE DETERMINED AFTER CONSTRUCTION.
2) EACH LOT WILL RECEIVE A MINIMUM OF ONE STREET TREE
TO BE PLANTED WITHIN THE RIGHT OF WAY.
J) PROPERTY LINE SEWER CLEANOUTS ARE REQUIRED.
EASEMENT NOTE:
1) SDG&E WILL BE REQUIRED FOR FACILITIES ON LOTS
2/J, 4/5, 9/10, AND 13/14.
2) SBC WILL BE REQUIRED FOR FACILITIES ON LOTS
2/J, 7/8, AND 12/IJ.
ENGINEER OF
b(f ,-ii:2:-·i:.
NO 48670 EXP. 6/30/04
WORK
1;1/~J
DATE
9.2'
5' e
-2.B
5'
PAD 420.6
FF=4 1.27 •••••••• rzm•••·. I
GFF-20.5
LOT 15
REC LOT
"AS BUILT"
~,-/Z~-L
EXP. ,:x.,/o:,o fat.,
5'
7 /-z.. 5 / o(,
DATE
----------------
/
I
-------
',, ',,, '/'-
">,'-
\ ' ' ' ' ' i • I
\\ \ ,,
! \ . /} . . 4.f>,2,,
p ···•··. 4 1. s7 ,, ,c. ,'0 ~. r-, ,
'
I
W,NDSCAPE MAINTENANCE
· EASEMENT TO HOA
!
D
!
I
i
I \ I
\ I
\
I I
20 40
SCALE 1 '= 20'
LANDSCAPE MAINTENANCE
EASEMENT TO HOA
60
I I I
I I
,,
'41%\>r~-v __ /' 41.).2s"[F'
' I
\
I
\ I
""•-~, 1---~--·---/ ' ____ :-:,._~ . :i•. 7;:-;
I V •:. ' i ··~.,u
I I
I -·
~ CITY OF CARLSBAD I SHEETS I 1---+--+-----------------t----t----t----ii----; ~ ENGINEERING DEPARTMENT 3 l---!---+---------------t-----t---t-----t-----1
BENCH MARK
DESCRIPTION: STANDARD M-1 D STREET
CENTERLINE WELL MONUMENT
LOCATION: CENTERLINE OF EL CAMINO REAL ATl-:-,=::l-,=-:-:-o-+t:,x-J>b---:0:-u-\c.:-:r=------------4----ir---t--,---,
ENGINEER'S STATION 454+92 PER le.LI-"\ 1 i<b,/1= L.OT 14 !"LAU TYl"e
R.S. I 800-1 ...,_,, .....__,.
RECORDED: COUNTY BENCH LEVELS (NO. DA TE INITIAL COUNTY VERT. CONTROL DATA)
ELEVATION: 68. 4 79 DATUM: NGVD OF 1929 ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INlnAL
OTHER APPROVAL CITY APPROVAL
R:\0370\&Eng\Precise Groding\ VILLAGE L-2\Phose 1 \0370PGA03.dwg
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
MONTARA at CALA VERA HILLS II
LOTS 1-14 VILLAGEL-2
APPROVED LLOYD B. HUBBS /I /4
/4 6 • ~ ~~~ •6 -.L.-1~ .. , CITY ENGINE£ RCE FYPJ2/3J /On r DATE
DWN BY: ___ _
CHKD BY: ---,,,..,~
RVWD BY:
PROJECT NO.
C.T. 01-01
DRAWING NO.
403-6B
W.O. No. 1941-54
BIN :
102403 a
w
0 .....
w
C ~
G')
,l:aio
0 w
I
O')
OJ