HomeMy WebLinkAboutDWG 421-3A; CT 02-15; BRESSI RANCH INDUSTRIAL; 01-09. ,,\ 00
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(7 5 \'
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9
R/.W R/.W
J6' J6' -----l------~--------j
10' 26' 26' 10'
5.5' 4.5'
~ AC PAV
EX. METROPOLITAN STREET
R/W
10'
4.5'
TYPICAL SECTION -NO SCALE
MINIMUM TRAmc INDEX= 7.0
36'
26'
5.5'
FIRE HYDRANT ~&mom,,ry
72'
36'
26'
~
TRUCTURAL SECTION
R CITY OF CARLSBAD
ID SPEC/FICA TIONS
• ~ ,:-. ,-\,. ' .. :
DRY UTILITY TRENCH >:'.} _I \ ·,
LDCA TIONS PER DRY '
UTILITY PLANS
4 • P. C. C. SIDEWALK
6" TYPE "G" CURB ----1
&-GUT/ER
STORM
DRAIN j 1/fC ~~ q WATER~~
PROPOSED STREETS
TYPICAL SECTION -NO SCALE
CAMPBELL PLACE SLATER PLACE
COLT PLACE WHITNEY PLACE
77 /04/2004 03. I 1, J~ PM PST
10'
5.5'
R/W
4.5'
GRADING AND
BRESSI
EROSION CONTROL PLANS
RANCH INDUSTRIAL
WORK TO BE DONE:
THE /MPRO>f:MENT WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEO/AL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PREPARATION OF AS-BUILT PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN
OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS,
REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl/ED ON THESE PLANS.
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECIED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE .
( 2'{ ) ... : I \
: _I I . ( 28 )\
PA-4
LOT. 4
2. CITY OF CARLSBAD STANDARDS.
3. THIS SET OF PLANS.
, i I • (\24)
~:>
('26)
INDEX MAP 0 100 300 600
SCALE 1"=300'
INDEX MAP LEGEND
-.. -PROJ£CT BOUNDARY
SHEET LIMITS
LOT NUMBER
SEffiEMENT MONITORING STATIONS
PER DWG. NO. 4DD-8A
SEf\fR
-----WA/ER
= =O== STORM ORAIN
GRAPHICAL SCALE
J SHEET NUMBER
1 FIRE HIDRANT
~ STREET LIGHT
If'"== rl 'l}-::::, IEMP. DESIL T BASIN PER THIS ORA WING "'ff,,,y
R/W
10'
' ' 4.5, ' '
36'
EX. TEMP. DESIL T BASIN PER 0111'.;. N. 400-8A
72' R/W
36'
26' 26' 10'
I 5.5' . i 4.5'
\ \,/
<1JD
( 33)
1' ( JB ) \
PA-15
LOT 15
900
SHEET INDEX EARTHWORK
SHEET 1 ............................... TIM SHEET, KEY MAP, &-LEGEND FILL: 29,000 C. Y.
SHEET 2 ................................ NOIES &-STREET SECTIONS CUT: 39,000 C. Y.
SHEETS 3 .........•.........•.....•.... EROS/ON CONTROL NO/ES AND DETAILS EXPORT: 10,000 C. Y.
SHEETS 4-9 ...........•............. GRADING &-EROSION CONTROL PLANS
REFERENCE DRAWINGS:
CARLSBAD
CARLSBAD
EL FUERIE STREET
POINSEmA LANE
INDUSTRIAL BACKBONE IMPROVEMENTS
RESIDENTIAL BACKBONE IMPROVEMENTS
EL CAMINO REAL
MASS GRADING
INDUSTRIAL BACKBONE STORM DRAIN IMP
RESIDENTIAL BACKBONE STORM DRAIN IMP
DWG. NO. 318-5 AND 314-3
DWG. NO. 386-6
DWG. NO. 400-8E AND 400-BF
DWG. NO. J97-2J &-397-2K
DWG. NO. 400-88
0111'.;. NO. 400-8
D 111'.;. NO. 400-8G
DWG. NO. 4DD-8A
D WG. NO. 400-8D
0111'.;. NO. 4DD-8C
SO/LS ENGINEER'S CERTIFICATE:
tN~~;~"'~ ~E~~; o?~AL~P~,t~~L Y ~o~ffg'~lff~~~s~~~
THE FIELD OF APPLIED SOIL MECHANICS. HEREBY CERTIFY THAT A SAMPLING
ANO STUDY OF THE SOIL CONO/TIONS PREVALENT WITHIN THIS S/IE WAS
MADE BY ME OR UNDER MY DIRECTION BETWEEN. THE DA/ES OF A .I ~-e ..... loy-2000 AND Odol•"-''-20Q:±,
TWO (2) COMPLEIE COPIES OF THE SOILS REPORT COMPILED FROM THIS
STUDY, l',fTH MY RECOMMENDATIONS, HAS BEEN SUBM/TIEO TO THE omc. cu,
~---1----=5·=5 .... : FIRE HYDRANT
/AS SHOWN ON ' i TREET LIGHT STRUCTURAL SECTION
OF THE Cl~ ENf,fER[l ,I) / 1_'t,.~,:;-e--~
SIGNED: -"-'l:JL'"-"',.L,UL,c, __ -,,,CHCCU..-..-=-',-~~~---~ ,~• D. ·~
, PLANS (TYP.)
4~ CONTIGUOUS P.C.C.
PER CITY OF CARLSBAD : [ WILLIAM DA YID OLSON ~ ~ II •-"Ill !! !ii:: o. _ ...
R.C.E. NO.: _4_52_8_J___________ ; "--°Y~~
Project site.
LEGAL DESCRIPTION
PARCEL '8' OF BOUNDARY ADJUSTMENT 543, DOC. NO. 1999-0085753
FILED IN THE OFFICE OF SAN DIEGO COUNTY RECORDER, FEB. 11, 1999.
PROJECT LOCATION
THIS PROJECT IS LOCA /ED WITHIN ASSESSORS PARCEL NUMBER(S)
213-030-17 &-213-030-1B
THE CALIFORNIA COORDINA IE INDEX OF THIS PROJECT IS:
1990-6252 (LAMBERT COORDINAIES 346-1696)
SOURCE OF TOPOGRAPHY
4. CT 02-15 RESOLUTION NO. 5564 AND SUP 02-03 RESOLUTION NO. 5565.
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}.
6. THE SOILS REPORT T/1LED "SUPPLEMENTAL GEOIECHNICAL /NI/EST/GA TION FOR
MASS GRADING, BRESSI RANCH, CARLSBAD, CA• PREPARED BY LEIGHTON AND ASSOC/A /ES
DA /ED MARCH 14, 2001.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS, DOCUMENT NO. 769332.
B. ENYIRDNMENTAL APPROVAL DOCUMENTS DA/ED DEC. 15, 1998.
LEGEND:
JI EA
ITEM SYMBOL --
PROJECT BOUNDARY ---------------------------------- - - -
PLANNING AREA BOUNDARY -------------------------------· • -
EXISTING CONTOUR
FINISHED CONTOUR
FINISHEO SPOT ELEV. -----------------------------------
CUT SLOPE ------------------------------------------
FILL SLOPE ------------------------------------------
CUT-FILL LINE----------------------------------------
DA YLIGHT TO NATURAL----------------------------------
. ' ... ,_-
-230-
259.0
']_ 2:1 MAx.°'J,_
'Yli11 ¥f1Tl
-C ;=--
--{ 1---1 f-
EXISTING BLADED SWALE----------------------------------·-··-··· ~····
STANDARD DRAWING
IEMP. DESILTA TION BASIN --------------DS-3* ------------
12,000 LF BLADED SWALE------------------DETAIL SHEET 3 ---------------
3,500 CY RIP RAP -----------------------SDRSD D-40 ------------
NQT[S: 1. ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL
STANDARD ORA WINGS UNLESS OTHERWISE IND/CA /ED.
2. • CITY OF CARLSBAD SUPPLEMENTAL STANDARD DRAWING -IEMPORARY
DESIL TA TION BASIN OU1LET AND CAPACITY TABLE.
3. SEE SHEET 3 FOR EROSION CONTROL LEGEND
OWNER/DEVELOPER
NAME:
ADDRESS:
BY:
NAME:
TIM:
BRESSI RANCH DE>f:LOPMEN T LLC,
A DELA WARE LIMIIED LIABILITY COMPANY,
AS OWNER
BY: SRG BRESSI, LP., A CALIFORNIA LIM/IED PARTNERSHIP
AS MANAGING MEMBER
BY: REGIS CONTRACTORS INC., A CALIFORNIA CORPORATION,
18802 BARDEEN A Vf:NUE PHONE: (949) 756 5959
JR VINE, CA 92612
~, ,,Be.,, -
a,p u ee c.. l,,eAlt.eiit
@2 , 11"1 C 1£ P&ft I OlrH°'r
OWNERS CERTIFICATE
2: 1 MAX.. >, / /:~~•.!, SIDEWA~TYP.)
STANDARD SPECIF/CATIONS .· y'7I RE ,H·. YDRANT
(SEE STREET NOTE: 1) I I
("i i ./'-' 2:C -
,' _:/'...( :;;:;;:_ ,.:./,~/
:a;
-2X,, ,, ,c,,, ',,
i, F\' ::;-';/?;):/;, .~,
. ,:'-,t'--✓):(
r ~IVI\. OAIE: 1/-tr-ot/ ~ It
LICENSE EXPIRATION DAIE: ___ 09~'/._J~O/i_0_6 ___ OF-
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA /ED BY
PHOTOGRAMMETRY METHODS FROM INFORMATION GATHERED ON MAr
11, 1998 BY SAN LO A£RIAL SURVEJS AND DWG. NO 400 BA.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
I (WI:) HEREBY CERTIFY THAT A REGISIERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERYISE
OVER-ALL GRADING ACTIYITY AND ADYISE ON THE COMPACTION
AND STABILITY OF THIS SIIE.
STREET LIGHT AS SHOr,t,I ON PLANS (Tl1'.)
FIRE HYDRANT AS SHOMI ON PLANS (Tl1'.)
>//'7"j"" >""', ,·/ !///.,,;/ '/;' , ,,,-, ;<:
T 7 //'· "/·,:· 7 ,,..,, !:IE
<o
~
-_, '--"--··:c./,,,·.
/, /. 5• TYP.
6" TYPE "G" CURB
&-GU R (TYP.)
7'
/
STORM
DRAIN
(DWG. NO. 400-8D)
10' 9' 7'
RECYCLED
WA/ER
(SIEEL) .. ~
EX. INNOVATTON WAY
TYPICAL SECTION -NO SCALE
MINIMUM TRAmC INDEX= 7.0
NOTE: FOR ADITIONAL EXISTING STREETS
TYPICAL SECTIONS SEE SHEET 2.
BENCHMARK
UNDERCUT PER
SOILS ENGINEER'S
RECOMMENDATION
DESCRIPTION: BRASS DISK IN CONCREIE IN A STANDARD SUR'IEY Wl:LL ON
ON GEN/ERLINE OF EL CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC
ELEVATION: 311.407 M.S.L. DA TUM: N.G. V.D. 29 -~~~~----
•DECLARA TTON OF RESPONSIBLE CHARGE•
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA 'IE EXERCISED
RESPONSIBLE CHARGE 01/ER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/SIENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF
CARLSBAD DOES NOT RELIE'IE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN.
FIRM: PROJECT DESIGN CONSULTANTS --------------------ADDRESS: 701 B STREET, SUITE 800 -----~~------------
CITY. STA TE: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 235-6471
~
B~ ~ • ~
WILLIAM R. DICK
DA TE: II f 1i../ O 1-
R. C.E. NO. 34563
REGISTRA T/ON EXP/RAT/ON DA TE: 09/03/05 ---'---'--------
0 PR.omcrDFSIGN CONSULTANTS
l'IANNINO • ~ • BNmNIIBIJNo • StDMtY~
701 B Street, Suite 800, San Diego, CA 92101
619-235.6471 FAX 619-234--0349
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GO'IERNMENT CODE REQUIRES A DIG
ALERT /DENT/FICA TION NUMBER BE ISSUED BEFORE A "PERMIT TO
EXCAVA IE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL
UNDERGROUND SERYICE ALERT: TOLL FREE 1-B00-422-4133; TWO
WORKING DAYS BEFORE YOU DIG.
NAME:
$'.e .11 ... L,. _!!J,~
Tl1LE: DA IE:
"AS BUil T" rfLANNING DEPARTMENT APPROVAL ~ 21u DATE: / /2'//~
0.,,.. Net.( (SIGNED) Aui..+-,+ 1S. .24 ~ 'JS· 1<-f· Ob
llllel li'<EL d. I 16ti'IIIILLER, PLANNING DIRECTOR = DATE
~ ~ ,.,, /. I RCE 4: l<t,il EXP'°1 "'>/ ·D!$°
f , Wf •-DATE: Pl /2'1 ;•S-1--------------~ (SIGNED) REVIEWED BY:
RECOMMENDED BY: ~ 1.
l---t---l-------------1---1----,1---1----l l sHE1ETI, __ c_1TY __ o_F_c_A_R_L_ss_A_D~ISHE9ETSI _ ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA
APPROVED: LLOYD
,o,.,.
,iiiiiAii'itiiiautIT"3'!5i:r--,ow,rr.--. .. roasisi,.,.,,ic""'..-,rnDESMHD'simrn77ii,...;i,.,.iii'-T=mrio-c<>--{Y.j~-00-+-_POC~__,,-1~A'S~-~eu=1L~TS~-----------<----1---<---+----< ~-----~ t El<PIRES D9-30-oo •~ ~ BY, DA TE INITIAL DA TE INITIAL DA TE INITIAL g;'/::!D BJ~: 00£-:
I Y ENGIN ER
PROJECT NO. DRAWING NO.
~, IL/ 0 Cf--O.~t.. l'-jYJ ~ NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~ CT 02-15 421-JA
JN. 2 737.00
17 •0~
le ,1 /
02 1705
0
=E
..... (i)
g_.s::i,.
-0 I\) -I
(,.)
)>
R/W
6J'
136'
If
I
'
R/W
R/W
73'
63'
10' 44'
NO SCALE
126'
8'
63'
54'
VARIES
10·
5.5'
10' 44' 9' 1 9' 54' 10'
EX. Sl'GI __ V-.----
6" TYPE 'G' CURB &: GUTTER (G-2
EX. EL CAMINO REAL
FROM STA 296+14.44 TO STA 298+37.37
TYPICAL SECTTON -NOT TO SCALE
EX. PALOMAR AIRPORT ROAD
R/W
4.5'
4• coNncuou
6" TYPE "G" CURB
&: GUTTER (TYP.
TYPICAL SECTTON -NOT TO SCALE
10'
5.5'
R/W
10'
5.0'
VARIES (72' TO 6Z5'}
36' VARIES IJ6' TO J7.5')
26'
FIRE HYDRANT
S SHOWN ON
PLANS (TYP.}
-
• I
26'
5.5'
1 rSTRUCTURAL SECnON
, DETERMINED BY
SOILS ENGINEER (MIN.
SECnON 4" AC OVER
1 6" AB)
7' 5' 14' 1Q' 7'
STORM RtCYCLED 1,', WATER
DRAIN WATER ~•
VARIES
VARIES
[..,.STREET LIGHT
i.... AS SHOf'rf'i ON
PLANS (TYP.)
I ,,JIRE HYDRANT V AS SHOf'rf'i ON
2% •' PLANS (TYP.}
6" TYP.
-UNDERCUT PER
SOILS ENGINEER'S
RECOMMENDA nON
5.0'
104'
52' 52'
42' 42' 10'
1
STREET UGHT
AS SHOWN ON
PLANS (TYP} 5.0'
I
EX EL FUERTE STREET
DESIGN SPEED 40 MPH; T.l.=±8
STA. 8+72 TO 14+65
TYPICAL SECTTON -NOT TO SCALE
R/W
5.0'
EX TOWN GARDEN ROAD R/W 70' R/W
STA 3+30.37 TO 7+39.39
MINIMUM TRAFFIC INDEX = 6.0
TYPICAL SECTTON -NOT TO SCALE
10'
4.5'
35'
5.5'
FIi r HYDRANT
AS SHOWN ON
PL NS (TYP.)
35' • 25' 2J' 71 12'
5' 0.5' • I I~
'
STREET UGHT , >-=,-i---=-
AS SHOWN ON,
1 PLANS (TYP.} \ re PAV
4• NDN-cONnGuous ----+-+---\ i P.C.C. SIDEWALK (TYP.} _1.2,t\
J I~ ~ ~~~~z~l~X
'···>/·<>/>;;' / '., //
4• CONnGuous P.c.i:.'< • -
• // / ,_,,/ ,· /,, h ,,, :---_.F1'~::X~~s:><
/,. ' / , , /I ,_ ·,, . ·.'..;<:'(/•
i~ -;: ~ ~ ...=:t····:
ic:1~ _ 1 Y)>Y
"i :::i;·-:\•y_ ''?. ///'
SIDEWALK (TYP. J +i---+-6" TYP.
6" TYPE "G" CURIL STORM
,.) SEllfR
REC 'CLEofj)
)WA R
WA 'ER
&: GUTTER (TYP.) DRAIN
7' B' 10' 16' 7'
EX AL/CANTE ROAD
TYPICAL SECTTON -NOT TO SCALE
MINIMUM TRAFFIC INDEX = 7.0
BENCHMARK
\_ UNDERCUT PER
SOILS ENGINEER'S
RECOMMENDA nON
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD _SURVEY llfll ON
ON GEN TERLINE OF EL CAMINO REAL
R/W
4.5'
LOCA nON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA noN NO. R1800 288+89EC
ELEVATION: 311.4D7 1.1.S.L. DA TUM: N.G. V.D. 29 -~==~~----
SPECIAL NOTES
THE FOlL0"'1NG NOTES ARE PROWDED TO GIVE DIRECnONs TO THE CONTRACTOR BY
THE ENGINEER OF WORK. THE CITY ENGINEER'S S/GNA TURE ON THESE PLANS DOES
NOT CONSnTUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY Will NOT BE
RESPONSIBLE FOR THEIR ENFORCEMENT.
1. THE LOCA nON OF EXISnNG unUTIES ARE BASED ON AVAILABLE RECORD INFORMATION.
CONTRACTOR SHALL VERIFY THE LOCATION ANO ELEVA nON OF ALL EXISTING FACIUTIES
(ABOVEGROUND AND UNDERGROUND) mTHIN THE PROJECT SITE. THIS WORK SHAll BE
PERFORMED sumC/ENTL y AHEAD OF CONSTRUCTION TO PERMIT CITY APPROVAL
REWSIONS TO THE CONSTRUCTION PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN
CONFLICT "'1TH THE PROPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK
OF ANY CONFUCTS OR ANY OTHER UTIUTIES ENCOUNTERED PRIOR TO PROCEEDING
mTH CONSTRUCTION.
2. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UnLITY FACILITIES OR
STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOf'rf'i ON THE
PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOf'rf'i AND ANY OTHER UNES NOT OF RECORD DR NOT SHOWN ON
THESE PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE IMPROVEMENTS DAMAGED
BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD
ENGINEERING DEPARTMENT.
J. SAFETY PRECAUTIONS AND ADEQUATE BARRICADING TO BE IN FORCE BY THE
CON TRACTOR AT ALL nMES. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL
ENFORCE SAFETY MEASURES DR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT, AND MAINTAIN ALL SAFETY DEWCES, INCLUDING SHORING, AND SHALL BE
SOLELY RESPONSIBLE FDR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY
AND HEAL TH STANDARDS, LA~ AND REGULATIONS.
4. ALL LENGTHS AND DISTANCES FDR IMPROVEMENTS SHOf'rf'i ON THESE PLANS ARE
MEASURED IN A HORIZONTAL PLAN£
5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE WITH ALL
CURRENT LOCAL. STA TE AND FEDERAL REGULATIONS.
6. THE "WORK TO BE DONE" SECTION ON THIS SHEET USTS THE STANDARD
SPEC/FICA TIONS AND ORA "'1NGS USED DURING THE IMPROVEMENT PLAN / GRADING
PLAN DESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE mTH THE
CURRENT ED/710NS OF THE STANDARD SPEC/FICA TIONS AND ORA WINGS IN EFFECT ON
THE DA TE OF THE SIGNATURE BY THE ENGINEER OF WORK.
7. IF THE IMPROVEMENTS SHOMJ ON THIS PLAN HA VE NOT BEEN CONSTRUCTED AND
ACCEPTED BY THE CITY WITHIN TWO (2) YEARS OF THE DA TE OF PLAN APPROVAL BY
111E CITY ENGINEER, 111ESE PLANS mu BE SUBJECT TO REWEW BY 111E CITY'S
ENGINEERING OMS/ON FOR CONFORMANCE WITH CURRENT CITY STANDARDS, POLICIES
AND/OR ADD/710NAL REQUIREMENTS.
8. AN AS-BUil T ORA mNG SHALL BE SUBMITTED FOR ALL PROJECT IMPROVEMENTS
PRIOR TO ACCEPTANCE OF SAID IMPROVEMENTS.
9. THE ENGINEER-OF-WORK SHALL BE NOTIFIED 'MIEN CONSTRUCTION COMMENCES.
10. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 111E DIWSION OF
INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND PROWDE PROOF OF OSHA
NOTIFICATIONS AND SHALL ADHERE TO ALL PROWSJONS OF 111E STA TE OF CALIFORNIA
CONSTRUCnON SAFETY ORDERS.
11. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE.
12. ALL CUT AND FILL SLOPES SHAll BE PLANTED WITH A MIXTURE OF TREES, SHRUBS,
AND GROUND COVER TO CONTROL EROSION. SLOPE LANDSCAPING SHALL BE
INSTALLED FOR PERPETUAL MAINTENANCE OF THE PLANT UFE USED FDR SLOPE
STAB/LIZA TION.
1J. DUST CONTROL MEASURES, SUCH AS THE PERIODIC llfmNG DOWN OF THE BARE
AND EXPOSED AREAS, SHALL BE UTILIZED AT ALL TIMES DURING CONSTRUCTION TO
THE SATISFACTION OF THE PUBLIC WORKS AND/OR BUILDING INSPECTORS.
14. ALL MAJORS SLOPES SHAll BE ROUNDED INTO EXISTING SLOPES TO PRODUCE A
CONTOURED TRANS/710N FROM CUT OR FILL FACES TO NATURAL GROUND AND
ABUmNG CUT OR FILL SLOPES.
15. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE COND/710NS DURING THE COURSE OF CONSTRUCnON
OF 111/S PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY.
THIS REQUIREMENT SHALL APPLY CONnNUALL Y AND NOT BE LIMITED TO NORMAL
WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD THE
OWNER, THE ENGINEER AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY,
REAL DR ALLEGED, IN CONNECnON mTH THE PERFORMANCE OF WORK ON THIS
PROJECT EXCEPTING FOR UABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER, ENGINEER OR CITY.
16. ALL EXISTING FEATURES AND STRUCTURES IN CONFUCT WITH THESE PLANS SHALL BE
RELOCATED OR REMOVED AT THE CONTRACTOR'S EXPENSE. MANHOLES SHALL BE
ADJUSTED TO FINISHED GRADE.
17 .
18.
19.
20.
21.
MINIMUM 9D% COMPACTION IS REQUIRED IN ALL ON-SITE FILL AREAS mTH A MINIMUM
OF 95% COMPACTION SIX INCHES (6") BELOW SUBGRADE.
ALL PROJECT IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS SHALL BE
CONSTRUCTED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR PRIOR TO
ACCEPTANCE.
NO PR/VA TE /RR/GA TION MAINS DR CONTROL VAL VES SHALL BE ALLOIIW mTHIN THE
PUBLIC RIGHT-OF-WAY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR 111£ INSTALLATION, RELOCA nON OR
REPLACEMENT OF ALL STRIPING, SIGNING OR TRAmc DETECTOR LOOPS AS REQUIRED
BY 111E PUBLIC WORKS DIRECTOR.
A TRAmc CONTROL PLAN, INCLUDING THE LAYOUT OF CONSTRUCnON WARNING AND
DETOUR SIGNS, SHALL BE SUBMITTED TO THE PUBUC WORKS DEPARTMENT FDR
APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
22. FOR STREET TREES, IRRIGATION AND LANDSCAPING IN PUBLIC RIGHT-OF-WAY
ALONG CT-90-03 PROPERTY FRONTAGE, SEE THE APPROPRIATE LANDSCAPE AND
/RR/GA TION PLANS D~. NO. J80-1K.
2J. THE EXCAVATOR SHALL CAREFIJLL Y HAND DIG WITHIN 2-FEET OF THE NATURAL GAS
TRANSMISSION LINE.
24. NO POllfR OPERA TED EQUIPMENT SHALL BE ALLOllfD mTHIN 2-FEET OF ANY PORTION
OF THE NATURAL GAS TRANSMISSION LIN£
25. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS NO WSJBLE DAMAGE, THE
CONTACT AREA MUST BE 11.11./EDIA TEL Y INSPECTED BY AN SDG&:E WELDING INSPECTOR.
THIS MAY S/GNIFICANTL Y DELAY YOUR JOB IF SHORING OR OTHER SAFETY PRECAUTIONS
ARE NEEDED TO ALLOW THE INSPECnON.
26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (BOO}
227-2600.
2Z INSTALL 12"x12"x6" 111/CK P.C.C. HEADWALL AT OUTFALL OF SUBDRAINS TO SURFAC£
28. SUBDRAINS WILL BE INSTALLED PER SOILS REPORT RECOMMENDATIONS.
~~ofESS/o,I(
<) •'-'R '1( ~ "''""" . 0 ~ ~ ~" /~ 1, ., 'f--
GRADING NOTES
(IN ADD/710N TO /HE REQUIREMENTS OF CHAPTfR 15.16 OF /HE CARLSBAD
MUNICIPAL CODE.)
1. /HIS PLAN SUPERSEDES ALL OTHER PLANS PREWOUSl Y APPROVED BY /HE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON /HIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIi-£" ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUnON OF CONDtnONAL APPROVAL. CITY
STANDARDS OR OTHER ADD/710NAL DOCUMENTS L/S7ED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. /HE ENGINEER IN RESPONSIBLE CHARGE SHALL
REWSE THESE PLANS 'MIEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOE:S NOT RELIEVE THE DEVEIOPER OR ENGINEER-OF-
lll?RK FROM RESPONSIBll.lTY FOR /HE CORRECnON OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCnON. ALL PLAN REWSIONS SHALL BE PROMPTLY
SUBMITTED TO /HE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER "'1LL BE REQUIRED FOR ANY
lll?RK IN /HE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A
CfRTIFICA TE OF INSURANCE MUST BE FILED NAMING /HE CITY OF CARLSBAD AS
AN ADD/710NAL INSURED ON /HE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WR/71NG THE POLICY MUST HA I£ A RA TING OF "A• AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BU/WING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BU/WING DEPARTMENT.
6. NO 11\?RK SHALL COMMENCE UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE
CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
lll?RK OR GRADING TO BE PERFORMED UNTIL /HE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS mu BE MADE TO THESE PLANS mTHOUT THE Wl?ITTEN APPROVAL
OF THE CITY ENGINEER, N07ED "'1THIN /HE REWSION BLOCK, ON THE
APPROPRIATE SHEET OF /HE PLANS AND THE nTI.E SHEET.
9. ORIGINAL DRA"'1NGS SHALL BECOME /HE PROPERTY OF /HE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. /HE ORIGINAL ORA WING SHALL BE REWSED TO REFLECT AS-BUILT COND/710NS BY
THE ENGINEER-OF-lll?RK PR/DR TO FINAL ACCEPTANCE OF THE lll?RK BY THE CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY 1£HICLES SHALL BE MAINTAINED TO
/HE PROJECT SITE AT ALL nMES DURING CONSTRUCTION.
12. 'M-IERE TRENCHES ARE WI/HIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A} SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND {C} COMPACnON
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN /HE FIELD OF APPLIED SOILS
MECHANICS. /HE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR "'11HIN 00 (2) WORKING DA l'S OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA nON REGARDING
ADHERENCE TO RECOMMENDA nONs OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECnON OF A PROFESSIONAL ENGINEER OF /HE
STA TE OF CALJFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE "'1TH /HE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS AND THE
• EARTHWORK SPEC/FICA TIONS • A TTACHEO TO THE PRELIMINARY SOILS
INVESTIGA nON. DAILY FIELD COMPACTION REPORTS "'1LL BE SUBMITTED TO /HE
PROJECT INSPECTOR.
14. A PRECONSTRUCnON MEETING SHALL BE HEW AT /HE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE A TTENDEO BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERWSION, TESTING AND ALL
OTHER ASPECTS OF THE 11\?RK. /HE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH /HE PERMIT CLERK (760-4JB-J891) AT LEAST FIVE (5) lll?RKING
DA!'S PRIOR TO STARnNG CONSTRUCTION. A'f>PROVED DRA"'1NGS MUST
BE AVAILABLE PRIOR TO SCHEDULING. /HE GRADING PERMIT WILL BE PROWDED
BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER /HAN FOR PRECONSTRUCTION MEEnNG mu BE
MADE BY CALLING /HE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 4JB-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON /HE DA y BEFORE THE INSPECTION IS NEEDED. INSPEcnONs "'1LL BE MADE
/HE NEXT WORK DAY UNLESS YOU REQUEST OTHER"'1SE. REQUESTS MADE AFTER
2: 00 P.M. "'1LL BE SCHEDULED FOR 00 (2) FULL WORK DAlS LA TfR.
16. /HE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES, 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 SUBMtmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SH0"'1NG THE
DESIGN OF SHORING, BRACING SI.OPING OR OTHER PROWSIONS TO BE MADE OF
WORKER PROTECTION FROM THE HAZARD OF CAWNG GROUND DURING THE EXCA VA nON
OF SUCH TRENCH DR TRENCHES OR DURING /HE 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 CONCfRNED AGENCY
PRIOR TO EXCAVA nON. IF THE PLAN VARIES FROM /HE SHORING Sl'STEM STANDARDS
ESTABLISHED BY /HE CONSTRUCnON SAFETY ORDERS, nTI.E 8 OF THE CALIFORNIA
ADMINISTRA nVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED
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 BLASnNG PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA nON FOR BLASnNG
PERMIT llflL IN AD VANCE OF THE SCHEDULING OF BLASnNG OPERA noNS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED "'1THIN ANY WORK AREA
DURING CONSTRUCnON, OPERA nONs "'1LL CEASE IMMEDIATELY, AND THE PERMITTEE
"'1LL NOnFY /HE CITY ENGINEER. OPERATIONS "'1LL NOT RESTART UNnL THE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
20. ALL OPERA nONs CONDUC7ED ON TH£ SITE OR ADJACENT /HERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERATION OF TRUCKS,
EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETllfEN 7: 00 A.I.I. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARIHMOWNG OR GRADING
OPERA nONS SHALL BE CONDUCTED ON "1ITKENDS OR HOL/DA l'S. ( A LIST OF CITY
HOLIDA l'S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTfR.}
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL 00 (2) FULL WORKING OAlS PRIOR TO BEGINNING
OF WORK.
22. IMPORT MA TfRIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOS/7ED AT A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPERA nON.
2J. BRUSH SHALL BE REMOVED ONLY mTHIN /HE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY N07ED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN /HE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
GRADING NOTES <CONTJ
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SI.OPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECnON. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDtnON. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY TH£ CITY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
"'1THIN TEN (10) DA l'S OF /HE TIME 'MIEN 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 /HE CITY OF CARLSBAD LANDSCAPE MANUAL, /HE LANDSCAPING PLANS fOR
1HIS PROJECT, DRA"'1NG NO. 400-81.. AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE 1HAT ALL CONTRACTORS SHALL COORDINATE
1HE WORK OF 1HESE GRADING PLANS Wl1H 1HA T SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK
IN ACCORDANCE Wl1H TH£ LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL 8£ RE/NfORCED CONCRETE PIPE "'1TH A MINIMUM D-LOAD
OF 1,350 OR ASBESTOS CEMENT PIPE WITH A MINIMUM D-LOAD OF 2,000. fOR
PRIVATE STORM DRAINS. PIPES UP TO 15" PVC MAY BE UTILIZED PROWDED DEPTH
IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SORSD S-4 rrPE •c•
AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIP£.
JI. 'MIER£ AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RE:SUL T OF THE GRADING
OPERA nON, IT SHALL 8£ REMOVED 'MTHIN TllfNTY FEET OF BU/WING OR STREET
AREAS AND R£PLACED "'1TH PROPERLY COMPACTED SOILS. IN OTHER AREAS, THE PIPE
"'1LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCA nON OF ALL EXISTING FACIL/n£s (ABOVE
GROUND AND UNOER GROUND} 'f,ITH/N /HE PROJECT SITE SUfflC/ENTL Y AHEAD OF
GRADING TO PERMIT THE REWSJON OF /HE GRADING PLANS IF IT IS FOUND THAT THE
ACTUAL LOCATIONS ARE IN CONFLICT "'1TH /HE PROPOSED WORK.
JJ. TH( CONTRACTOR SHALL NOTIFY AFFEC7ED UTILITY COMPANIES (SEE BELOW} AT LEAST
00 (2) FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR fAC/UnES AND
SHALL COORDINATE THE WORK "'1TH A COMPANY R£PRESENTA TIVE.
UNDERGROUND SERWCE ALERT
SOG&:E
SBC
ADELPHIA CABLEWSION
1-800-422-4133
{760} 4JB-6200
1-800-892-0123
(760} 438-5241
CITY OF CARLSBAD (STREETS ,t STORM DRAIN}
CITY OF CARLSBAD (SEllfR, WA 1fR &: RECLAIMED WA TfR}
LEUCADIA COUNTY WASTEWA 1fR DISTRICT
Ol/VENHAIN MUNICIPAL WA 1fR DISTRICT
J4. PERMIT COMPLIANCE REQUIREMENTS:
(760) 602-2720
(760) 438-2722
(760) 753-0155
(760) 753-6466
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER
AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN
PROGRESS 15.16.120A.8. CARLSBAD MUNICIPAL COO£.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -/HE FOLL0"'1NG REPORTS MUST
BE SUBMITTED TO /HE CITY ENGINEER WA /Hf PROJECT INSPECTOR 15.16.120A.10
CARLSBAD MUNICIPAL COO£:
(1) FINAL REPORT BY SUPERWSING GRADING ENGINEER STA nNG ALL GRADING IS
COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING AND /RR/GA TION ARE INSTALLED
IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF
COMPLIANCE LETTER FROM CITY ENGINEER DEPARTMENT}.
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM SOILS ENGINEER 'M-1/CH INCLUDES RECOMMENDED SOIL BEARING
CAPAC/nES, 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 /HAT /HE GRADING WAS DONE IN ACCORDANCE
WITH THE REQUIREMENTS AND RECOMI.IENDA TIONS OUTLINED IN THE PRELIMINARY
SOILS REPORT AND ANY SUPPLEMENTS THERETO.
(4) REPORT mTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
J5. UNLESS A GRADING PERMIT fOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER
THE CITY ENGINEER'S APPROVAL, THESE PLANS I.IA Y BE REQUIRED TO BE RESUBMITTED
FOR PLANCHECK. PLANCHECK FEES WILL 8£ REQUIRED FOR ANY SUCH RECHECK.
SOILS REPORT
36. THE SOILS REPORTS TITLED 'AS-GRADED OF MASS GRADING, PLANNING AREAS PA-1,
PA-2, AND PA-J, M£TROPOLITAN STREET, AND A PORnON OF TOl'.tl GARDEN ROAD,
GATEWAY ROAD, AND AL/CANTE ROAD, CARLSBAD TRACT NO. 00-06, BRESSI RANCH,
CARLSBAD, CALIFORNIA' AND 'AS-GRADED REPORT OF MASS GRADING, PLANNING
AREAS PA-4 AND PA-5, INNOVATION WAY AND A PORTION OF GATEWAY ROAD,
CARLSBAD TRACT NO. 00-06, BRESSI RANCH, CARSLBAD, CALIFORNIA' PREPARED BY:
LEIGHTON ,t ASSOCIATES, INC. DATED: APRIL 15, 2004 AND MAY 25, 2004,
RESPECTIVELY, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE 'MTH THE RECOMMENDA nONs AND
SPEC/FICA TIONS CONTAINED IN SAID SOIL REPORTS.
AIR QUALITY NOTES
1. ALL GRADING SHALL BE DONE IN COMPLIANCE WITH SDAPCD AND GARB
STANDARDS AND REQUIREMENTS AND DUST CONTROL STANDARDS IN nTLE
24 OF THE CALIFORNIA ADMINISTRATION CODE.
2. WATERING OF THE GRADING SITE SHALL TAKE PLACE BEFORE AND DURING
GRADING OPERA noN TO MINIMIZE DUST GENERATION. A WATER TRUCK SHALL
BE REQUIRED TO BE ON SITE AT ALL TIMES TO THE SATISFACTION OF THE
CITY ENGINEER.
HYDROLOGY REPORT
HYDROLOGY /HYDRAULIC STUDY FOR THIS PROJECT HAS BEEN PREPARED BY PROJECT
DESIGN CONSULTANTS. THE REPORT IS TITLED "DRAINAGE REPORT FOR BRESSI RANCH
PA'S 1-5, INDUSTRIAL AREA PROJECT, CT 02-15 CARLSBAD, CALIFORNIA SEPTEMBER
2oo4• "AS BUil T"
DATE
RCE 4Z'r5f EXP.>-3(-a&
j-Al
l---+--+---------------r-----t---;-----1r----il sH2EET I. __ c_1TY __ o_F_c_A_R_L_s_s_A_D_~lsHE9Ersl _ ENGINEERING DEPARTMENT
GRADING AND EROSION CONlROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA
:z: ~ No. 34563 ~
c< Exp. 09-J0-05 -"'
* * "'1Je c1v11._,,,r#;-..
619-235-6471 FAX 619-234-0349 f---+--+-----------------11----+--t---t-----j 4~1iii (~~, {,/.z.~t:15
OF C~I.I~ EXPIRES 09-l0-05 "" BY, DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ~
C ps;W,cy \ 1 l 1'2./ ot4 O.~l-f'1s _NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: ~ CT 02-15 421-JA
I !./ ')77--, r,fl
1'2 307
021705
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY 11!,1/K IS REQUIRED, CONTACT BRUCE BEARER AT
(949) 4J9-0147 (CELLULAR) OR PATRICK RUSSELL AT (949) J75-2576
{CELLULAR) OF SARIS-REGIS GROUP.
2. EQUIPMENT AND 11!,1/KERS FOR EMERGENCY IIVRK SHALL BE MADE AVAILABLE
AT ALL TIMES DURING 711E RAINY SEASON. ALL NECESSARY MA TERIAI.S SHALL
BE STOCKPILED ON SITE AT CONlf:N/ENT LOCA T/ONS TO FACIUTA TE RAPID
CONSTRUCT/ON OF TEMPORARY DEVICES 'MIEN RAIN IS IMMINENT.
J. DEVICES SHOIIN ON PLANS SHALL NOT BE MOW OR MOD/RED Wf7110UT 711E
APPROVAL OF 711E ENGINEERING INSPECTOR.
4. 711E CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 11!,1/K/NG
ORDER TO 711E SA TlSFACTlON OF 711E CITY ENGINEER AFTER EACH RUN-Ofr
PRODUCING RAINFALL.
5. 711E CONTRACTOR SHALL INSTALL AOOtnONAI. EROSION CONTROL MEASURES
AS MAY BE REQIJIRED BY 711E CITY ENGINEER DUE TO UNCOMPLETED GRADING
OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES 'Ml/CH MAY ARISE.
6. 711E CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PRElf:NT PUBLIC TRESPASS ONTO AREAS 'MIER£ IMPOUNDED
WATERS CREA TE A HAZARDOUS CONDtnON.
7. ALL EROSION CONTROL MEASURES PROVIDED PER 711£ APPROlf:D GRADING
PLAN SHALL BE /NCORPORA TED HEREON.
8. GRADED AREAS AROUND 711£ PRo.ECT PERIMETER MUST DRAIN AWAY FROM 711£
FACE OF SLOPE AT 711£ CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECT/If: DEVICES SHOIIN SHALL BE IN PLACE AT 711£ END
OF EACH 11!,1/K/NG DAY 'MIEN 711E Rlf: (5) DAY RAIN PROBABIUTY FORECAST
EXCEED FORTY PERCENT (40%). SILT ANO 0711ER DEBRIS SHALL BE REMOW
AFTER EACH RAINFALL
10. ALL GRA \,fl BAGS SHALL BE BURLAP TYPE v.1711 J/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERM/NAT/ON OF HYOROSEEOED SLOPES FAIL TO PROVIDE EFFECT/If:
COlf:RAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NO'vfMBER 15, 711£
SLOPES SHALL BE STABIUZEO BY PUNCHED STRAW INSTALLED IN ACCORDANCE
Wf711 SECTION J5.02J OF 711£ EROSION ANO SEDIMENT CONTROL HANDBOOK OF
711£ DEPARTMENT OF CONSERVA TlON, STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTNG AND /RR/GA T/ON NOTES
Ail PERI/ANENT AND TEIIPDRARY EROSION CONTROl PLANTING AND
/RR/CATION SHALL BE INSTALLED AND MAINTAINED AS REWIRED IN
SECTION 212 OF THE STANDARD SPEC/RCA TIONS AND THE FOllOMNG:
A. HYOROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES 711A T ARE GRADED 6: 1 (HORIZONTAL TO lf:RT/CAL)
OR STEEPER 'MIEN 711£Y ARE:
a. 711REE FEET OR MORE IN HEIGHT ANO ADJACENT TO A
PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED Fl.A TTER 711AN 6: 1 'MIEN ANY OF 711£
FOLLOWING CONDtnONS EXIST:
a. NOT SCHEDULED FOR IMPROlf:MENTS{CONSTRUCT/ON OR GENERAL
LANDSCAPING) Wf711/N 60 DAYS OF ROUGH GRADING.
b. /DENT/RED BY 711[ PARKS AND RECREA T/ON DIRECTOR AS
HIGHLY VISIBLE TO 711£ PUBLIC.
c. HA If: ANY SPECIAL CONDtnON /DENT/RED BY 711£ CITY
ENGINEER 711AT WARRANTS IMMEDIATE TREATMENT.
B. HYOROSEEOED AREAS SHALL BE /RR/GA TED IN ACCORDANCE Wf711
711£ FOLLOWfNG CRITERIA:
1. ALL SLOPES 711AT ARE GRADED 6: 1 OR STEEPER ANO 711A T ARE:
a. 711R££ TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HANO
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONlf:NT/ONAL
SYSTEM OF LOW PRECIPITA TlON SPRINKLER HEADS PROVIDING
100% COlf:RAGE.
b. CREA TER 711AN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONlf:NTlONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS
PROVIDING 100% COlf:RAGE.
2. AREAS SLOPED LESS 711AN 6: I SHALL BE /RR/GA TED AS APPROW
CITY ENGINEER, PRIOR TO HYDROSEED/NG. 711£ DElf:LOPER SHALL
SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO 711£ CITY
ENGINEER. 711£ PROPOSAL SHALL BE SPEC/RC REGARDING 711£ NUMBERS.
TYPES AND COSTS OF 711£ ELEMENTS OF 711£ PROPOSED SYSTEM.
J. /RR/GA T/ON SHALL MAINTAIN 711£ MOISTURE LElf:L OF 711£ SOIL AT 711£
OPTIMUM LEI.fl FOR 711£ GROW7H OF 711£ HYOROSEEDED GROW7H.
C. H YOROSEED/NG MIX SHALL CONSIST OF ALL OF 711£ FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS 711AN:
a. 20 lbs. PER ACRE OF ROSE CLOvf:R
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORN/A
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 DIMORPHOLECA
g. ITEMS c,d,e, AND f OF 711/S SUBSECTION MAY BE OMITTED ON
LOCA T/ONS 'MIER£ 711£ AREA BEING HYDROSEEOED IS NOT VISIBLE
FROM E/711£R A PUBUC STREET OR RESIDENT/AL STRUCTURES.
h. ITEM a OF 711/S SUBSECTION MUST BE INOCULA TEO Wf711 A NITROGEN
RX/NG BACTERIA ANO APPLIED ORY El711£R BY DRILLING OR
BROADCAST/NG BEFORE HYOROSEEO/NG.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 711£ JOB SITE IN
UNOPENED CONTAINERS Wf711 711£ CALIFORNIA DEPARTMENT OF FOOD
AND AGRICUL TUR£ CERT/RCA TlON TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC '(r[mNG AGENTS MAY BE ADDED TO 711£
HYOROSEEO SLURRY AT 711£ DISCRETION OF 711E CONTRACTOR.
2. TYPE I MULCH APPLIED AT 711[ RA TE OF NO LESS 711AN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPUED RBE.R MATERIAL. 'MIEN STRAW IS USED IT MUST
BE ANCHORED TO 711£ SLOPE BY MEGHAN/CALLY PUNCHING NO LESS
711AN 50% OF 711£ STRAW INTO 711£ SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE. 16-20-0,
Wf711 15% SULFUR APPLIED AT 711E RATE OF 500 lb .. PER ACRE.
D. AREAS TO BE HYOROSEEDEO SHALL BE PREPARED PRIOR TO HYOROSEEOING BY:
1. ROUGHENING 711£ SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF:
a. TRACK WALKING SLOPES STEEPER 711AN 6: 1
b. HARROWfNG AREAS 6: I OR Fl.A TTER 711A T ARE sumCIEN1L Y FRIABLE.
c. RIPPING AREAS 711AT Vr!LL NOT BREAK UP USING ITEMS a OR b ABO\£.
2. COND/TlONING 711£ SOILS SO 711A T IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING 711£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SEED BED.
b. 711E AOO/llON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COvf:R/NG SAUNE SOILS TO PROVIDED VIABLE CONOtnONS FOR GROWlH.
E. HYOROSEEOEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROW7H
UNTIL 711£ PROJECT IS PERMANEN1L Y LANDSCAPED OR, FOR AREAS 'MIER£
HYOROSSEO/NG IS 711E PERMANENT LANDSCAPING, UNTIL 711£ PROJECT IS
COMPLETED ANO ALL BONDS RELEASED.
T \rnor\22C8\C,RADiNG & EC \2268-GRD-[C0J.dwg !!/05/2004-12: 17:38 .PM PST
LEGEND
DESCRIPTION S)1(BOL QUANllTY
STABILIZED CONSTRUCT/ON ENTRANCE · · · ·
SILT FENCE· ·· ·· · -0----0---0----
6 EA.
1,750 S.F.
12,500 EA. GRAvf:L BAGS · · · · · · · · · · .. · · · · · ·
STRAW E.ROSION CONTROL MA mNG { RLL SLOPES) · · · · · • · · · · · · · · ·
HYOROSEEO { CUT SLOPES} · · · · · · · · .. · · · · · · · · · · .. · · · · · · • · · · · .. · · · · -~ r -y-
J5,000 S.F.
8000 S.F.
Lot
N.Jni:Jer
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
__ L ___ -
DESIL T ~NS RISER.AN> am.ET PIPE SIJIIIVIARY
Riser Debris Surface Riser
kea °" l,blurre /lrea Wdlh Length Pipes;,,,
(acres) (cfs) (Id') (II') (ft) (ft) ~nches)
E)<ISllf\G B"SIN PER DIAG N:l. 4()().SI\
E)<ISllf\G B"SIN PER DIAG N:l. 4ooao,
3.96 11.40 108 1,458 30 60 30
3.59 9.34 96 1,296 30 60 36
2.25 7.C6 61 824 25 50 30
E)<ISllf\G B"SIN PER r:JN3. N:l. 4ooao,
E)<ISllf\G B"SIN PER DIAG N:l. 400-8/\
1.78 6.09 49 662 20 40 30
1.94 5.87 52 702 20 40 30
E)<ISllf\G B"SIN PER DIAG N:l. 400-8/\
1.60 5.77 43 581 20 40 36
1.58 5.53 43 581 20 40 30
1.93 6.62 52 702 20 40 30
3.03 9.31 81 1,094 25 50 30
1.57 5.66 43 581 20 40 30
1.96 629 54 729 20 40 30
7.C6 21.78 191 2.579 40 80 36
2.13 6.90 59 797 20 40 30
2.28 8.19 62 837 25 50 30
E)<ISllNG BC.s!N PER DIAG N:l. 400-8/\ STCBMffilllN SYSTI:MPER 421--3
1.89 6.42 51 689 20 40 30
1.62 5.84 43 581 20 40 30
1.80 6.15 i 49 662 20 40 30
4.33 13.38 113 "1,526 30 60 36
6.10 19.00 165 2,228 40 80 42
E)<ISllf\G B"SIN PER r:JN3. N:l. 400-8/\
3.02 9.47 81 1.094 25 50 36
2.47 7.68 67 905 25 50 30
6.C6 18.98 163 2~1 40 80 36
8.29 25.65 224 3.024 40 80 42
E)<ISllf\G B"SIN PERr:JN3. N:l. 4ooao,
3.02 10.16 81 1,094 25 50 30
3.79 12.29 103 1,391 30 60 36
E)<ISllNG B"SIN PER r:JN3 N:l. 400-8/\
1.43 5.1 4 38 513 25 50 30
1.69 5.96 46 621 25 50 36
1.85 625 50 675 25 50 30
1.62 5.74 44 594 25 50 30
2.52 7.95 68 918 30 60 30
1.55 5.59 42 f':lj7 25 50 30
E)<ISllNG B"SIN PER r:JN3. J\b. 400-8/\
DES/LT BASINS NOTF:S:
1. AREA IS TRIBUTARY ACREAGE TO DES/LT/NG BASIN.
2. RISER Q100 BASED ON A CLEARED ANO MASS GRADED SITE USING C=0.55.
J. DEBRIS VOLUME IS FROM CITY OF SAN DIEGO CAPACITY TABLE AS SHO'r'rN ON
PAGE 128 OF 711£ CITY OF SAN DIEGO DRAINAGE DESIGN MANUAL.
4. SURFACE AREA IS DES/L TING BASIN AREA ASSUMING 2 FEET OF SEDIMENT
DEPOSITION.
5. OU1LET PIPE SIZE BASED ON NORMAL OEP711 CALCULA T/ON USING RISER Q.
6. BASIN DEP711 ASSUMES 2' SEDIMENT DEP711 2'SET1LING OEP711, 1.0' FROM TOP
OF RISER TO FL OF SPILLWAY ANO 1.0' SPILLWAY OEP711 FOR A TOTAL OF 6'
TOTAL BASIN OEP711 UNLESS 0711£RWISE SPEC/RED ON PLANS.
7. WEIR WITH 12' WIDE BY I' DEEP W/ 2: 1 SLOPES.
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY '(r[LL ON
ON CENTERLINE OF EL CAMINO REAL
C\Jtlet
Pipe
~n<tes)
18
24
18
18
18
24
18
18
18
18
18
24
18
18
18
18
18
24
30
24
18
24
30
18
24
18
24
18
18
18
18
LOCA T/ON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA T/ON NO. R/800 281}+89£C
ELEVATION: Jll.407 M.S.L. DA TUM: N.G. V.O. 29
CRUSHED AGGREGATE CREA T£R THAN J"
UT SMALLE.R THAN 6"
ORRUGA TEO STEEL PANELS
CRUSHED AGGREGA TE GREATER 711AN J"
BUT SMALLER 711AN 6"
RL T£R FABRIC
IN ll4SE £1(£RCENCY 111:WK IS REQUIRED,
CONTACT PATRICK RUSSELL AT
,-,.mlGINAI. GRADE ORIGINAL GRADE
(949) 375-2576 (CELLULAR) LTER FABRIC
2• MIN., UNLESS 0711ERWISE
SPEC/RED BY A SOILS ENGINEER
12• MIN., UNLESS OTHERVrlSE
SPEC/RED BY A SOILS ENGINEER
CY? BRUCE BEARER OF SARES-REGIS GROl/P AT
(949) -f39-0147 ( CELLULAR)
De~
(ft)
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
4.5
4.5
6
6
5.5
6
5.5
6
52
5.1
6
6
5' LONG TRANSIT/ON FROM
BLADED SWALE TO OD'r'rN
DRAIN ANO LIMITS OF
RL T£R FABRIC
--------a
SECTION A-A
N. T.S.
SECTION B-B
N. T.S.
DRRUGA TED STEEL PANELS
B
B
...
'"'----------50' MIN. ----------1
"' OR 4 TIMES 711£ CIRCUMFERENCE OF THE LARGEST
MATCH CONSTRUCT/ON VEHICLE TIRE, WHICHEVER IS CREA T£R
XIST/NG GRADE PLAN
N. T.S.
STABI..IZED CONSTRUCT/ON ENTRANCE
TYPICAL SECTION -NO SCALE
FINISH GRADE
WI0711 AS
REQUIRED TD
ACCOMODATE
ANTIC/A TED
TRAmc
L SWALE 2
I OR FL.A TTER /LTER FABRIC OR SAND AND GRAVEL
FILTER 6" (150mm) MINIMUM THICK I
NOTES:
I . WIDTH = 4 FEET.
FLOW LINE
GHT CL.ASS RIPRAP
KEYWAY AT TOE OF SLOPE
OR AS SHOWN ON PL.AN
BOTTOM OF DETENTION
BASIN PER PL.ANS
SWALE
2'
2. MINIMUM THICKNESS SHALL BE 1.5x THE MAXIMUM STONE DIAMETER,
NEVER LESS THAN 6" {150mm).
R/W
DESI.. T BASN AM) EMERGENCY OVERFLOW RIP-RAP
SECTION B-B
5• ~j J !It GS ~I
Hf
2 JIGS
5'
0
1:./IH 10'
WEIR WEIR 0
I
B B
TEMPORARY DESIL TING BASINS
AT INLETS IN SUMP CONDITION
R/W
TYPICAL SECTION -NO SCALE
GRAVEL BAGS OVERLAP
ONTO CURB
-------RUNOFF ______ ,.,..,
GAP BETWEEN BAGS
ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS
v.1711 ENOS OVERLAPPED
GRAVEL BAGS
NO SCALE
PROVIDE vf:LOC/TY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPA VEO AT 711£
INTERVALS IND/CA TEO BELOW. VELOCITY CHECK DAMS SHALL BE CONSTRUCTED OF
SANDBAGS. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS.
GRADE OF 1HE STREET
LESS 711AN 2%
2X TO 4%
4% TD 10%
Olf:R 10X
INIERVAL
AS REQUIRED
100 FEET
50 FEET
25 FEET
90X COMPACTED EARTH BERM
12" 2: I MAX. {TYP) BLADED SWALE WHERE
SYMBOLIZED ON PLANS
TOP OF SLOPE AS SHO'r'rN ON PL.AN
PROPOSED <Al'...._
EXISTING SLOPE
W/ SANDBAGS EVERY 100'
4' ____,_ 5' -+-'"'RI
(MAX. 10')
BLADED SWALE AMJ BERM
NO SCALE
1. SET POSTS ANO EXCAVATE A
4 BY 4 IN {10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE RLTER FABRIC TO
THE Vr!RE FENCE ANO EXTEND IT
INTO 711£ TRENCH.
2. STAPLE Vr!RE FENCING TO
THE POSTS.
SLTFENCE
#
I'
NO SCALE
a•-10• DIA.
{200-250mm)
-r...,..if,1 ,."> , fit \/;, 1" X 1• STAKE
UVE STAKE
NOTE: RBER ROLL INSTALLA T/ON
REQUIRES THE PLACEMENT AND
SECURE STAKING OF 711£ ROLL IN A
TRENCH, J"-5" {75-125mm) DEEP,
DUG ON CONTOUR. RUNOFF MUST
NOT BE ALLOWED TO RUN UNDER
OR AROUND ROLL.
(25 x 25mm)
~
10·-20~
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS
J'-4'
RBER ROLLS MUST BE PLACED
ALONG SLOPE CONTOURS.
SEO/MEN T, ORGANIC MATTER,
AND NA TlVE SEEDS ARE
CAP TU RED BEHIND 711£ ROLLS.
FEJER ROLJ. NSTALLA TION ON SLOPES
H
(IN FEET)
LESS 711AN 10'
10' TO 20'
OVER 20'
NO SCALE
UBDIVISION BOUNOARY ___ -,--1
~ B ,-
f
At,(\
TYPE C OR D RRACE DRAIN
AS REQUIRED BY GS-14 FOR
,,,r,
EXISTING
GROUND
£ B BROW DITCH AS
REQUIRED BY GS-14 FOR
CUTS ANO RLLS
X/ST/NG GROUND CUTS ANO FILLS
TYPICAL SLOPE b"EJBACKS FROM
SlJBDIVISION BOUNDARY
NO SCALE
"AS BUil T"
A B
2' 3.5'
H/5 4
4' + H/10 H/5
RCE 4-7-f5/ EXP "¼ · 3ct -2>8:'.
REVIEWED BY:
DATE
{ 10' MAX) {10' MAX)
oT/to/eff DATE TEMPORARY DESR...TNG AND
EROSION CONTROL/GRAVEL DETAILS
NO SCALE 1---+---+-------------+---+---+---+----l I SH3EET I CITY OF CARLSBAD I SHEgETS I
~==::::::'.--=====EN=G=IN=E=E=R=IN=G=D=E=P=A=R=TM=E=N=T====:'....':::====~
GRADING AND EROSION CONlROL PLANS FOR:
0~~~~
619-235-6471 FAX 619-234-0349
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA
I ~ROVED: LLOYD 8. HUBBS ar :===:===:========================:====:===:::===::;~==:::: ~~!f ~ ~:tmANGINEER ~/.;,~S ,iii11wTIA11iiiliR.:lD1iliCK.CTR.c.clE.C:3<!50ilsi<J,-----,o;,:,JEiEIREm<aasSlRiRAATTiiiiON,TiiEDESGNEDSGNinT9i~;"r"""CREtmrl ,--------~
EXPIRES 09-J0-05 e-,, B't DATE INITIAL DATE INITIAL DATE INITIAL OWN BY:_--:nTi1c:--I PROJECT NO. DRAWING NO.
11{ 12.(04 o.~t... ~ NGINEER OF WORK REVISION DESCRIPTION OTliER APPROVAL CITY APPROVAL ~~ ~{; CT 02-15 421-JA
·11 3~7
,, , ',._ ,
\ ,. /'
~ -----
THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2-FEET
OF THE NA TTJRAL GAS TRANSMISSION PIPELINE.
NO PO'MR OPERA TED EQUIPMENT SHAU BE ALLOWED WITHIN 2-FEET
OF ANY POR710N OF THE NA TTJRAL GAS TRANSMISSION PIPELINE.
0 <o
II
N':.-
0 20 40 60 120
GRAPHICAL SCALE
180
,,
2.?.r<:·.::... __ ,,..
,,
' ~ ~-"'
-
\
/
/ ,.·.
-, !
,,. --
EXIS71NG EL tAMINO REAL
ROAD IMPRO'rEMENTS PE,c,--+,:;,,,,\,_
CITY OF CARLSBAD Ollt!,
NO. 386-6 .,
\ ;
-----f \
CAUTION: .__ ,
EXIS71NG JO" AND 10" GAS MAINS. CONTRACTOR
'J ' '
TO FJELD 'rERIFY LOCA 7/0N .t ELEVA 7/0N. CON,fACT l--4cc---
ENGINEER IMMEDIATELY IF LOCA 7/0N OR ELEVA 7/0N
DIFFERS.
,/
BENCHMARK
\ \ ' , ,, , o • o· +.' i:O ' -'I)
g
lt;-r1
\ \
'. i
1\951 . .
295,•5
-0--,-~
l V ;
I '
,I . . i
I
L ! ; , I
I
I
·" 1 L=218.71'
/ R=206J.OO
I I •.
SEE SHEETS
DESCRIP710N:
LOCA710N:
BRASS DISK IN CONCRETE IN A STANDARD SUR'rEY WEU~ON~---
ON CENTERLINE OF EL CAMIN,~O~R=E~AL~---------
COUNTY OF _SAN DIEGO BENCHMARK DESIGNA 7/0N NO. R1800 28B+B9EC
ELEVA 7/0N: 311.407 M.S.L. DA TTJM: N.G. V.O. 29 ----------
,
/
/
, , ,
/ (
/
BLADED SWALE
(TYPICAL)
\ FOR SO PLAN AND PROFJLE
. EE OWG. NO. 421-J
BLADED SWALE
(TYPICAL)• ClD
L=159.J9'
R=486.0I)-
////
TEMP, DESIL T. BASIN
ER CARLSBAD sm.
DS-3. SEE BASIN
DA TA TABLE ON
SHEET 3
FOR STORM ORA
PLAN .t PROflLE
SEE OWG, NO, 421-
\
BLADED SWALE
(TYPICAL)
',
\E
ct/ \ ,-. . -
112-iioo~ ·::-::c-·•1··.·· .. ·· .. ··
----
50' LANDSCAPE SETBACK EASEMENT
CID
,•
/
.:,
'
'o'o -RIPRAP PER DETAIL) '
"--' (I,<,, ,v' f ON SHT. 3 (TYPICAL
L = 180.1 J' '6 -TEMP. OESIL T. BASIN PER
R=82.00 / :=r :--= = J ~~ARLSBAD sm. DS-J. SEE BASIN '-' ;/' l_ t:-::-,, DATA TABLE ON SHEET J
'41'"''·~-·
J,/
Ls46.$0'
R=25.00,,_
\ I • AQ\80' I'* MAX]
:t(~ =={=-~:£:-0~~:i~:~ ,, , 553.05' ~:,
I
\
-C, ,, ,, ,
--•• •• ·r:;,"-·i;:, ·· ·· ·2a$,op/~ 3;;-_·· ...
..... c::, ::; ~-~
-----"c--FQR SO PLAN AND PROFJLE
SEE Dllt!. NO. 421-J
BLADED SWALE,
(TYPICAL)
c 11)
STABILIZED
CONSTRUC710N
ENTRANCE, SEE
DETAIL SHEET J.
RIPRAP PER DETAIL
N SHT. J (TYPICAL)
-33 .
\
( 10) 286.17'
RIPRAP PER DETAIL
ON SH T. J (TYPICAL)
FOR SD PLAN ANO PROflLE---1---\
· SEE DWG. NO. 421-3
L=245.44'
R=414.0(l. ,.-
/
1~/
' STABILIZED CONSTRUC710N
ENTRANCE, SEE DETAIL
SHEET J.
RCE 4-Zr(,/
INSPECTOR
"AS BUILT"
EXP.'2-¼L-1!1&:'.
1---1---1---------------it---t-----lt-----lt------1 I SH4EET I CITY OF CARLSBAD I SHEgETS I
ENGINEERING DEPARTMENT
~===--==============:::::::::::::::==:'....'.====; GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA
619-235-6471 FAX 619-234-0349 ;« < c!,1~ ,,:?' ~~~•
'"" ,-ev :23Bi!ef ~fFJf-J;~cffy GINEER
EXPIRES 09-J0-05 BY: . BY:
nii"MWiiillAMilR.t5ii~cx.=•Ec.c.I~,-=,----, ... ,'ii'TE"'RE'iiG1ssii1RAwiiTK>1iN11oc>i'gsicG11EJJii'ii'T(Jiftiiif, ',cmmri r~ .. ,.. ... • 11/12/o~O.P'l, r-tf
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTI7ER APPROVAL CITY APPROVAL
DWN BY:
CHKD BY~
RVWD BY: ---tA,!,L
PROJECT NO.
CT 02-15
DRAWING NO.
421-JA
/,~,/ 77\7 ()()
12 3G7
.i:::,.
0 --I w
)>
•
\
---
\
,,. -
\ \
)
'< ·, _\ ' ~,5,J_.Q5: . '-""{'•-,~----"--•"
I RLADED SWALE
rTYPICAL) c--18-)
-✓ '•
-+--~'D c._-j .,
"'
b <o
II
•
N~
<3 "'
0 20 40 60
7
' \ ,,
h
rd, V
I !'
120
GRAPHICAL SCALE
180
C '£' \2·~''8\nr,AC l'/r & '.~., ')')r'O nro ,,·,ricd 1 \ ngr \ Lo 11JK. ,U,1\u ti...-\c:,::no -,...,rc: -c .,c,1. w9
I . I • ' I t
\
\
j
'
X. RIPRAP
~--
STORM DRAIN IMPROVEMEN7S
PER DWG. NO. 400-80
Oi/14/1005 04:55: 16 PM PST
• \
'
STORM D_FIAIN IMPRO~"M;~)S ,,
q1 Pt/1 .. 0WG. NO. 400-80
:( ;o)
MP. DESIL T. BASIN PER
CARLSBAD sm. DS-J
SEE BASIN DA TA TABLE
ON SHEET J
SEESHEETB
BENCHMARK
OESCRIP TION:
LOCATION:
ELEVATION:
BRASS DISK IN CONCRETE IN A STANDARD SURVEY Wl:U ON
ON CENTERLINE OF EL CAMINO REAL
COUNTY OF SAN DIEGO BENCHMARK DESIGNA TION_J/0. R1800 288+89EC
311.407 M.S.L. DA TUM: N. G. V.D. 29 -~==~~----
C 25)
PR.OJECTDFSIGN CONSULTANTS
I
SIGHT DISTANCE CORRIDOR
FOR FUTURE STREET PER-~-
.. FINAL MAP (TYP.)
_ _,iLADED SWALE
(TYPICAL)
( 27)
r\
EXISTING
BLABED SWA
TO BE REMOVED i ---..
L=227.72''~-~
R=60.00'
INSPECTOR
;
406.66
I I I
406.01
'L--l---,l~-L=29.,.
1N,Ln1 R=90.,
5 44 0 -
EX/T1NG .STORM owe. J14-J
Q4.44
I 403.44
\ L=42.17'
__ \ R=25.
-~;.·_\.lfc() L::;....;...~----
\
DATE
EXP .7 • 3'/· D\l"
at/J&/q,
DATE
t--t--t-------------1----1----1----1-----l I SH5EET I CITY OF CARLSBAD I SHEgETS I
ENGINEERING DEPARTMENT ' ~::::::;'....':==;:::::::=::::====:====::::::=:::::====-===== GRADING AND EROSION CONlROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA
i'LINNJND • .l!NYIIU'iMIINr • l!NalNBIIIINo • SlllMIY/OPS
701 B Stree4 Suite 800, San Diego, CA 92 101 l---+--+--------------------1-----1------l----L-_J I APPROVED: LLOYD B. H' 'BBS dY 619-235-6471 FAX 619-234-0349 "' •/,,
n. .. wrrm;N1.nR.rn01CK,xsR.u:c.:r:t.,,......,,,-------0"'•"'1r'"'•'"~s"''""'"'"°""-.'""'rnmGNiiirn'n7~111114• Sut'VW pG:>~·~os::;·~ao!!!f-:!:P~~.L!~hi.~:s-=,:.e,u='!:'LTS~-------------1---+--+--..!---J ~'fl-::'.'.:' :::'.2".'::fffi".'.a".':~=<:::'.~'."'-:::~:::".'.~~==~=~=~=t="-c=1=r?=rn=G=1N=tt=R'.-; _="''/=~~=~=~5,::""~:::""~r=-~.:,~-==--==-
EXPIRES D9-30--D5 BY: DATE INITIAL DATE INITIAL DATE INITIAL DWN BY:----' PROJECT NO. DRAWING NO.
QP( NGINEER OF WORK REVISION DESCRIPTION CRHVWKDD BBYY:.--1 CT 02-15 421-JA OTHER APPROVAL CITY APPROVAL
.JN. 273700
12 307
021705
0
=E
01
(i)
0 .a::. -I\) '° _. ,.~
I w )>
C 29)
N
0 20 40 60 120 180
GRAPHICAL SCALE
r: \f ngr\2268\GHADING & (C\2268-GHD-EC06 .dwg li/04/2004 04:47: 19 Plvl PST
BENCHMARK
DESCRIPllON: BRASS DISK_IN CONCRETE IN A STAND)ED SURVEY l'IFLL ON
ON CENTERLINE OF EL CAMINO REAL
PALOMAR AIRPORT ROAD
IMPROVEMENTS PER
CITY OF CARLSBAD
·· ··· DKG. NO. 314-3
LOCAllON: COUNTY OF SAN DIEGO BENCHMARK DESIGNAllON NO. R1BOO_l88+89f.r;
£LEVA llON: 311.407 M.S.L. DA nJM: N.G. V.D. 29
PR.omcrDFSIGN CONSULTANTS
PlANNN} • llNVIIOwEN'rAI. • l!NulNliauNo • Slllll'EY/Ol'S
-,. , . .--•-__ ,,
-
\\
E
PROPERTY BOUNDARY __ .:=
~-, -~---------------__ ...:,___-7::-----
282.04'
\
\
L 29.1-2'\c 37)
fl 9().08-\
\, RIPRAP PER DETAIL
N SHT. 3 (TYPICAL)
--(
l-9-24_0"~'---+"s~~~o1~0~cc~;~SL~O~P~[s~·~P~A--1_._P_A_-_j _L_o_w£_P_E_o _P_A_o _c_RA_·o_£_s~----1-----1-----i----1I SH6EET I L-~l:v:.;;.:.:~~=-:!~
2
:=~~~~-_j ISHEgETSI . EET REPLACEMENT
ENGINEERING DEPARlMENT
GRADING AND EROSION CON1ROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA
70 1 B Street, Suite 800, San Diego, CA 92101 l----+---+------------------1-----l----l----+-------l I APPROVED: LLOYD B. HUB~ qy 619-235-6471 FAX 619-234-0349 A, ,t{_ ,. ~ • • ,j !{/,, $
n;.,lIWiAiAMIT.R.DDlicia<f,', R.R.C.clE.03456i5633----o;o,iiiTEEiiREG1irnsS1RmA]iiiiONNIIDE:SIGNiirsiiiiirnrn~'~!!iu~!.~7'!El:RID"i~~~-~05~-~oc,;t~~~~=t3,~~A~s~-~e,;u~1i.:~:rs~==========================t=====t=====t=====±====j ~~=' ::::2:'Tu='"=~=·=~=!isi=·R=ITT~~~Q::"----=----=-~=-~=-=-=-l=TY----=----=-E=N-G=-l=N-E=--,E':'.R __ ~~~=:=--2~~='"!l~=--fi:r-l=,P~TE=~~~~=--~~=--=
EXPl1ES 09--30--05 •~ BY, DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ____ , PROJECT NO. DRAWING NO.
' 7:::.SD1'L:_.. 11{ /,1 0 .,1 f\o.l REVISION DESCRIPTION CHKD BY: ~ CT 02-15 421-JA ,I,--'_. t.--r-, 7" \J.f...... ~& ENGINEER OF WORK OT11ER APPROVAL CITY APPROVAL RVWD BY: .@
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BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON
ON CENTERLINE OF EL CA/.IINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCH/.IARK DESIGNATION NO. R1800 2BB+B9EC
ELEVATION: J11.407 /.1.5,L. DA 71.J/.I: N.G. V.D. 29
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FOR EXISTING I/.IPROVE/.IENTS
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SEE CITY OF CARLSBAD
DWG NO. J14-J
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CA .,(<.,2. £1 -~" INSPECTOR D TE
1--t--+------------l--l--i--l-____jlsH7EETl~_c_1TY __ o_F_c_A_R_L_s_B_A_D_~ISHE9ETSI _ ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA 0 ~~~-=
701 B Stree~ Suite 800. San Diego, CA 9210 1 1----+---+-----------------_J_ __ J_ __ L_ _ _J_ __ _J I APPROVED: LLOYD B. HUBBS dY" J. 619-235-6471 FAX 619-234-0349 /.£.4, ',ti_ ~ • " S"/, 5
r-;iiimiitl~-.:c:lCJ<iiol-----..,ifFimsruiiiiiN-,nirsioo'nis..,ul"iii'lii:"'hR£tRm-1t---+---+-----------------ll----l----+----l---J kEff~~~~1s cl1Y EN~NEER 1~' nfrr I 'MWAY R. DICK, R.C,E. 34-563 OAlE REGISTRAllON DESIGNED BRAIN,
EXPIRES 09-30-05 BY:
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BY, DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
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CHKD BY: &l@:
RVWD BY: ~
PROJECT NO.
CT 02-15
DRAWING NO.
421-JA
,J.N. 2 73700
12 307
021705
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CAUTION:
FOR EXISllNG IMPROVEMENTS
mTHIN EL CAMINO REAL,
PLEASE SEE CITY OF CARLSBAD
Di+r;. NO. J86-6
EX/SllNG JO" AND 10• GAS MAINS. CON1RACTOR
TO REW VERIFY LOCA nON "' ELEYAnONLCONTACT
ENGINEER IMMED/A TEL y IF LOCA nON OR ELEVA noN
DIFFERS.
8' BENCH
TYPE '8' BROW
DITCH PER D-75
FL PER PLAN
I
SECTION A-A
N. T.S.
' ' '
THE EXCAVATOR SHALL CAREFULLY HAND DIG mTHIN 2-FEET
OF THE NATURAL GAS 1RANSMISSION PIPELINE.
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NO POWER OPERA TED EQUIPMENT SHALL BE ALLOWED mTHIN 2-FEET
OF ANY PORllON OF THE NATURAL GAS 1RANSMISSION PIPELINE.
0 20 40 60 120 180
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BENCHMARK
DESCRIPllON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY 11EU. ON
ON CENTERLINE OF EL CAMINO REAL
LOCA nON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA nON NO. RIBDD 288+89EC
ELEVA llON: J11.W7 M.S.L. DATUM: N.G. V.D. 29
SEE SHEET 9
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INSPECTOR' DATE
i--t--t------------+--+--+--J--__,j I SH8EET I CITY OF CARLSBAD I SHEgETS I
:====='...':::====E=N G=l=NE=E=R=IN:::G::::::::::DE:::P=A:::R::TM:::E:::N:::T====:....:====:::
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA 0 ~~~~
701 B Street, Suite 800, San Diego, CA 92101 L---f--+---------------_.ji---+---l----1---_j I APPROVED: LLOYD B. HUBBS _, 619-235-6471 FAX 619-234-0349 1 q ,
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I WIWAM R. DICK, R.c.E. 3+563 DATE REGISlRAll~ DESIGNED
EXPIRES 09-30-05 BY:
L I { I l./ o 'f-Q.(>t_,
BY: DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL DWN BY:-~~ CHKD BY: &1.1.J"
OTHER APPROVAL CllY APPROVAL RVWD BY: ?.»:f
PROJECT NO.
CT 02-15
DRA'MNG NO.
421-JA
J.N. 273/.00
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12 307
02 1705
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CAUT70N:
EXIST7NG JO" AND 10• GAS MAINS. CONTRACTOR i
TO FIELD VERIFY LDCA T7DN .t ELEVA 170N. CONTACT t---=i' ~=:-J-
ENG/N[[R IMMEDIATELY IF LOCA 170N OR ELEVA 170N I
DIFFERS. ; i i
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8' BENCH
TYPE 'B' BROW
DITCH PER D-75
FL PER PLAN
0 20 40 60
I
SECTION A-A
N. T.S.
THE [XCA VA TOR SHALL CAREFULLY HAND DIG 'MTHIN 2-FEET
OF THE NATURAL GAS TRANSMISSION PIPEUNE.
NO POWER OPERA 7fD EQUIPMENT SHALL BE ALLOl!!:D 'MTHIN 2-FEET
OF ANY PORT70N OF THE NATURAL GAS TRANSMISSION PIPELINE.
120 180
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BENCHMARK
DESCRIPT70N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY 11!:LL ON
ON CENTERLINE OF EL CAMINO REAL
LOCA 170N: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 170N NO. R180D 288+89EC
ELEVA 170N: 311.407 M.S.L. DATUM: N.G. V.D. 29
SEE SHEETS
"AS BUILT"
t--t--t------------+--+--+--+--1 SHgEET I CITY OF CARLSBAD ISHEgETSI
~===='----=====E=NG=l=NE=E=R=IN::::G::::::::DE::::P=A::::R::::lM:::::EN::::::::T====~=====
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH -INDUSTRIAL
CARLSBAD, CALIFORNIA 0 ~~~=
701 B Strec~ Suite 800, San Diego, CA 92101 t---+----+------------------l-------1~---1---L-_J I APPROVED: LLOYD B. LILJBBS "'r' 619-235-6471 FAX 619-234-0349 '• U
f"lil"wlliAMiilli:R.7iimiciiCK.~"-u:c.r~--;:,....ioaJJ---,.w,rririiRm~S1RAiRATR•"""''DiDESIE9GNEDmT ~~h,=:o-f°--t----t---------------+--jl---+---1-----I (Jc!!sd~E~l~:\1TY ENGINEER
t/J..flf5
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BY: DATE INITIAL DATE INITIAL DATE INITIAL DWN BY:-~-' PROJECT NO. DRAW1NG NO.
NGINEER OF WORK REVISION DESCRIPTION CRHVWDKD BBYY:. aQk CT 0'2-15 421-JA OTHER APPROVAL CITY APPROVAL ~
J N. ) /3/ :;n
12 307
021705