HomeMy WebLinkAboutDWG 413-8A; CT 02-14 (3); BRESSI RANCH PLANNING AREA 8 UNIT 3; 01-091~1=..--,-
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GRADING AND EROSION
CT 02-14 BRESSI RANCH
UNIT NO.
PLANNJ 13 AREA
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KEY MAP LEGEND
-··-··-··-··-PRO.ECT BOUNDARY
SHEET LIMITS
PL Nftl
Ar,::, i
I
~ I .
Q) SHEET NO.
)) / \ \ ~y ~-//'7L-_.:;""\l"'~-➔#Z:.-,,,-,f<" 5-':.s;..:::::_ _ __;· ~~~~,.,,:...-:A;;,¥:__::,fi!:...J
310 LOT NO.
= ==CJ==
SEYtER
WA TrR
STORM DRAIN
STREET LIGHT
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESC PLANS WAS GENERA 1[0 BY: PHOTOGRAMMETRY
METI/OlJS FROM INFORMATION GA THEREO ON. MAY 11. 1998 BY
SAN-LO AERIAL SUR\lfiS ANO THF: MASS GRADING CONTOURS PER DW. 400-BA
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GQV[RNMENT CODE REQUIRES A DIG ALERT
IDENTIRCATION NUMBER BE ISSUED BEFORF: A "PERMIT TO EXCAVAT[" l\ft.L BF:
VALID. FOR YOUR DIG ALERT 1.0. NUMfJfR, CALL UNDERGROUND SER\1CE ALERT:
TOLL FREE 1-800-422-41JJ; 00 WORKING DAYS BEFORE YOU DIG.
EARTHWORK
RU: 26,500 C. Y.
CUT: 26,SOO C. Y.
REMEDIAL: 0 C. Y.
IMPORT/EXPORT: 0 C. Y.
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llfl.L ON
ON CENTERLJNE OF El CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC
ELEVATION: JIT.407 M.S.L
INDEX MAP
SCALE: I•= 200'
REFERENCE DRAWINGS:
INDUSTRIAL BACKBONE IMPROVEMENTS
RESIDENTIAL BACKBONE IMPROVCMENTS
RESIDENTIAL BACKBONE STORM DRAIN IMPROVEMENTS
MASS GRADING
D~ NO. 400-88
D~ NO. 400-8
D~ NO. 400-BC
D Kl1 NO. 400-BA
•oECLARA 110N OF RESPONSIBLE CHARGE•
EXERCISED RESPONSIBLE CHARGE OVER T1-IE DESIGN OF T1-IE PROJECT AS DEFINED IN
SECnON 670J OF T1-IE BUSINESS AND PROFESSIONS CODE, AND T1-IA T T1-IE DESIGN IS
CONSISTENT 1'1/TH CURRENT STANDARDS.
I UNDE:RSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FICAT10NS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILJT1ES
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FDR THIS PROJECT, T1-IAT I HAVE
FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSULTANTS
ADDRESS: 701 B STREET, SUITE BOO
CITY. STA TE: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 235-6471
BY: ~~ j-,.._ ~ ·f:::.. -Z....Vl.-4'(
GREGORY M. SHIELDS
R.C.E. NO. 42951
REGISTRA T10N EXP/RA T10N DA TE:
GREGORY
OJ/31/04 DATE:
PR.OJECTDESIGNCONSULTANIS
l'IANNINO • .llNYDOoolNTAI, • l!NOINBilRINO • SVIM!f/Ofll
701 B Slret..-1:, Suile 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
DAl[ REGISlRATIOM
ofESS/o
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xp~0o34!;,5~04 ~
CONTROL PLANS:
PLANNING AREA
3
~
"' i ~
ALOMAR !>I~
~ ~ . ,..
ROAD
l
cf
PROJECT
SITE '--~
VICINITY MAP
NOT TO SCALE
8
M£1..R05£
DR/,£
NSHTIA
UI/C
SO/LB ENGINEER'S CER11FICA TE=
1, hi.ft ....... D. 61:: .('.,. /. . ..LL J A&w. A REGISTrRED C111L
ENGINEER OF THfSrAit OF CALIFbRMA,7PRINCIPALL Y DOING BUSINESS IN
THE nao OF APPLIED SOIL MECHANICS. HEREBY CERTIFY THAT A SAMP/JNG
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SIT[ WAS
MADE BS ME OR UNDER MY DIRECTION BETWEEN THE DA TrS OF ~ 2:1o°l ~ (2) COMPLETE COPIES OF
THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
;~~E:E~ll:.O !J.E 7f)l_ OF THE CITY ENGINEER. __ 55 >
'MLLIAM DA \10 OLSON
R.C.E. NO.: 4528J,__ ________ _
DAT[: ~/2'!,l•f
t~ 0 O
(
,.} i.. No. ,;f!RJ 1
1~~1 C•:':.:'~ -I
~~ 1,1~ (' 0 -·-,·
UCENSE EXP/RATION DA Tr: __ 0=9,,_/J=0,,_/0=6~--
LEGAL DESCRIP11ON Ft., ,·-----::::;,
LOT NO 8 OF CARLSBAD TRACT CT 00-06 IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 14600, ON FILE IN THE
OFFICE OF T1-IE COUNTY RECORDER OF SAN 0/EGO COUNTY ON
MAY 29, 200J OF OFFICIAL RECORDS.
PROJECT LOCATION
THIS PROJECT IS LOCATrD WITHIN ASSESSORS PARCEL NUMBER(S)
213-030-18
THE CALIFORNIA COORDINATE /NOf:X OF THIS PROJECT IS: ' .. ---
1990-6252 (LAMBERT COORDINATES J46-1696)
OWNER/DEVELOPER
BRESSI GARO[NLANE. LLC., A DELAWARE LIMITED LIABILITY COMPANY. AS O'M'IER
BY: LENNAR/1.NR CAMINO PALOMAR, LLC, A DELAWARE LIM/1[0
LIABILITY COMPANY ITS AOM/NISTRATI\£ MEMBER
BY: LENNAR HOMES OF CALIFORNIA, INC.
A CAUFORNIA CORPORATION, ITS MANAGEff
B~,X_[ J,,1 t.y£....'
1TS't.il.fU.,_• ___ _
OWNERS CER11FICA TE
I (Wf) HEREBY CERTIFY Tl/AT A REGISTrRED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL 8E
RETAINED T< SUPER\1SE OV[R-ALL GRADING ACTl\1TY AND AD\15£ ON THE COMPACTION ANO
STAB/LI OF THIS Sl7E.
-z~3:2J-Ob~~_____yJ_'ll~aTlwffff.~1. __
NAMi':: 'L~
L£GENO FOR 5DG&£ TRANSf. RET. WALLS:
MAXINIIM RETAl/'1/N/J WALL H£1GHT
(TOP OF FOIJTING TO TOP OF ¥£All)
MAXIMUM REfAIN!NG WALL /,EIGHT EXPOS£!>
(FINISH GROV NP TO TOP OF VIAU-)
. . . . ' . .
. . ' . .
RtTAINl/1/G l"l'-LL w1m lABHS ON £AC H CORNfR
FO~ 7W AND TF ( TOP OF WAL[, TOP oF POOT/NG) .••••
WORK TO BE DONE:
1-1= 4 5'
Hexp. = 3.9'
7W33K70
TFJ.34.20
1W335.20
TF3J420
Tl{33g70
Tf33420
TW335.70
lF 334.20
THE IMPROVEMENT WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS.
REMEDIAL GRADING, DRAINAGf FACILITIES. EROSION CONTROL FACIUTIES,
ANO PR£PARA TION OF AS-BUILT PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS,
ALL AS SHOWN OR REQUIRED ON THIS SET OF Pt.ANS ANO THE CITY STANDARDS.
SPECIF/CATIONS. REOUIR£MENTS, RESOLUTIONS AND ORDINANCES CITED ON THESC PLANS.
THE IMPROVEMENT IIORK SHALL 8E PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS. CURRENT AT 71/f TIME OF CONSTRUCT/ON, AS DIRECTrO BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTIONS NO. 5461 (CT 02-04), 5464 (PUO 02-06)
5. 71/f STANDARD SPEC/RCA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. THE SOILS REPORT Tl7LEO "SUPPLEMENTAL GEOTrCHNICAL IN\lfSTIGA TION FOR
MASS GRADING, BRESSI RANCH, CARLSBAD, CA" PREPARED BY LEIGHTON ANO ASSOCIAT[S
DA TrO MARCH 14, 2001, ANO UPDATE LEmR DA TrO JJL Y 18, 2003.
7. 71/f SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE
CITY OF CARLSBAD STANDARDS, DOCUMENT NO. 769332.
a EN\1RONMENTAL APPROVAL DOCUMENTS DAT[O 12/1S/9a
LEGEND:
QUANTITY ITEM SYMBOL
LOT NUMBER ---------------------------------------CD
PAO E1..EVATION -------------------------------------I J56.!)
PRO.£CT BOUNDARY ---------------------------------- - - -
PLANNING AREA BOUNDARY ------------------------------
EXISTING CONTOUR
RN/SHED CONTOUR
RNISHEO SPOT ELEV. -----------------------------------
OA )tJGHT UNf ----------------------------------------
DA )1.IGHT TO NATURAL----------------------------------
CUT SLOPE------------------------------------------
FILL Sl.OPf ------------------------------------------
6,0.54 SF RETAINING WALL--------------------------------------
EXISTING
EXISTING TEMP. OES/LTATION BASIN--------DS-3• ------------
-··---
259.0
--; -
--11---4,-
:IE.¥¥!..
V2:1 MA£J ------
8L4.0EO SWALE ---------------------------------------.......... · -·,....
CONG. BROW DITCH-----------------0-75, TYPE 8---------
RIP RAP ------------------------D-40---------------
EX/Sr. DAYLIGHT TO NATURAL -------------------------------J /--/ f--
• DENOTrS CITY OF CARLSBAD STANDARD Dl!G
NOTE: ALL STANDARD ORA'MNG NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD ORA'MNGS
UNLESS OTIIER'MSE IND/CA TrO.
SHEET INDEX
SHEET 1 ............................... TITLF: SHEET, KEY MAP ANO NOTrS
SHEET 2 ................................ NOT[S ,t DETAILS
SHEETS J-5 ......................... GRADING PLANS
SHEETS 6 .......................... EROSION CONTROL DETAILS ,t STREET CROSS SECTIONS
SHEETS 7-9 ...................... EROSION CONTROL PLANS
PLANNING DEPAR~ENT APPROVAL ~1~~il,DA18 4-/ 1-/D-t
MICHAEL J. HOLZMILLER,. PlANNING DIRECTOR
~/!~ . DAre df/of fat
(SIGNED) .
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RECOMMENDED BY: ~~WP' : I
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"AS BUILT"
_ ENGINEERING DEPARTMENT ~ 1
i.'.·.··. ·1 GRADING AND EROSION CON1ROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 8
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RCE 'IZ,51 EXP. ~~=--=-~====-----1'i!'0~-/.,,,o~--.c.0~'~ljf:~Vi0'=11.;,.:Z.f1.41S~-~/p'.;![Jtl~1,:.-.cT~r~~Wf~f~f~~"f~~~~~~[T~r=-=-=-~r=-=-=-~w~~kL-_J I 70VED: LLOYD 8. HUBS~ 4~11( EXPIRES 12"i.)1-05 I ... ~
'T RMJ.Sf'D.lUi. E:. --~ DA TUM: _ _:..::N . .:::G•_:_:V.,,,D._,2c=-9 ___ ~ ""'--A. .. I.. EXPIRE! 03-31-04
/ ..;;;iJL.J::.. -z., z.. 1. ~ q
DESlGNED ·~ PU
RE\£\¥: CIVIi.
cf c111.1~
R~BY:
l~,Q~ $ fl
INSPECTO~
11/1!10♦ POL 6':,~ADD£0 KE.1A\N\NG WALLS J'O!I. .50<!. t ~~~,~~,~-~c.;~~~':4~~W~~'i=-rlf~~~~~t~INE~E~R~~~'.(~/,~~~~~tt~-~~ i
i-,,-~+,-~-+----------'------1----1---l-----1----.I ~----~ ~----~ I
DATE INITIAL DATE INlllAL DATE INlllAL g~DB~~: tS,(1,1: PROJECT NO. DRAWING NO. J.-
NGINEER Of WORK REVISION DESCRIPTION Ql}lER APPROVA CITY APPROVAL RVWD BY: /+I CT 02-14( 3) 413-8A I
r: \[ngr \2407\PA3\grci\2407 BgrdCI dw1 ]2/11/2001 C9: 24. 22 All PS: J.N. 240708
• •
GRADING NOTES:
(IN ADDlnON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS Pl.AN SUPERSEDES ALL OTHER Pl.ANS PRE\IIOUSL Y APPRO\lfD BY THE CITY OF
CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
;!. APPROVAL OF THIS Pl.AN DOCS NOT LESSEN OR WAI\,£ ANY POR110N OF THE CARLSBAD
MUNICIPAL CODE, RESOLU110N OF CONDl110NAL APPROVAi.., CITY STANDARDS OR OTHER
AD0/110NAL DOCUMfNTS LJS7fD HERfON AS THEY MAY PERTAIN TO THIS PRO.ECT. THE
[NG/NEER IN RESPONSIBLE CHARGE SHALL REVISE THESE Pl.AN$ 'MIEN NON-CONFORMANCE
IS DISCO\lfREO.
J. CITY APPROVAL OF Pf.ANS DOES NOT Ra/EVE THE DEITTOPER OR ENG/NEER-OF-'M'.!RK
FROM RESPONSIBILITY FOR 11-IE CORREC110N OF ERRORS AND OMISSIONS DISCO\lfREO OUR/NG
CONS7RUC110N. ALL Pl.AN REVISIONS SHALL BE PROMPT!. Y SUBMITTED TO THE CITY ENGINEER
FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FRO/J 11-IE CITY ENGINEER MU. BE: REQUIRED FOR ANY 1/KJRK IN
11-IE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11F1CA TE OF INSURANCE
MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADOl110NAL INSURED ON THE
PERMfTTIT'S POLICY IN THE: MINIMUM AMOUNT OF $1,000,000.0C, FOR EACH OCCURRENCE OF
LIABILITY. THE: INSURANC£ COMPANY WR/11NG THE: POLICY MUST HA\,£ A RA11NG OF •,1• AND
A SfZE: CA 1fGORY OF Cl.ASS V AS ESTABLISHED BY "8ES7S" KEY RA 11NG GUIDE:.
5. UNLESS EXEMP7f0 BY SEC110N 301.(b)S OF THE: UNIFORM BUILDING CODE, RETA/NING WALLS
OUTSIDE: OF PUBLIC RIGHT OF WAY REQUIRE: SEPARATE: PERMITS FROM 11-IE: BUILDING
DEPAR7MfNT.
8. NO 1/KJRK SHALL COMMENC£ UN11l All PERMITS HA\£ BEEN OBTAINED FROM THE CITY AND
OTHER APPROPR/A TE AGENCICS.
7. APPROVAL OF THESE: Pf.ANS BY THE: CITY ENGINEER DOCS NOT AUTHORIZE ANY 11,fJRK OR
GRADING TO Bf PERFORMED UN711. THE: PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED
AND A VALID GRADING PfRMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL Bf MADE: TO 11-IESE Pl.ANS W/11-IOUT THE: WR/TIEN APPROVAL OF THE:
CHY ENGINEER, NOTE:D WITHIN THE: REVISION BLOCK, ON THE: APPROPRIATE: SHEET OF THE:
Pf.ANS AND THE: 111!.f SHEET.
!'I. ORIGINAL DRAWINGS SHALL BECOME THf PROPERTY OF THE: CITY UPON BEING SIGNED BY THE:
Cl TY ENGINEER.
10. THE: ORIGINAL DRAWING SHALL BE REVISED TO REF1.£CT AS-BUILT CONDl110NS BY /Hf
ENGINEER-OF-11,fJRK PRIOR TO FINAL ACCEPTANCE: OF THE WOf/K BY THE CITY.
11. ACCESS FOR FIRE ANO OTHER EMERGENCY \lfHICLES SHALL BE MAINTAINED TO THE: PROJECT
SITE AT ALL TIMES DURING CONS7RUCTION.
12. 'MIERE: TR[NCHES ARf 'MIHIN CITY fAS[M[NTS, A SOILS REPORT COMPRISED OF: (A)
SUMMARY SHEET, (B) LABORATORY WOf/K SHEETS ANO (C) COMPACTION CURVES. SHALL Bf
SU8MIT1f0 BY A PROFESSIONAL ENGINE:ER OF THE: STA TE: OF CALIFORNIA, PR/NC/PALLY DOING
BUS/NE:SS IN 11-IE: FlaD OF APPLIED SOILS MECHANICS. THf SOILS REPORT WILL Bf
SUBMITTED TO THE: CITY ENGINEERING INSPECTOR WI/HIN 00 (2) 11,fJRK/NG DA rs OF THE
COMPLETION OF F1aD TE:STS.
IJ. A SOILS COMPAC110N REPORT ANO COMPUANCE: \lfR/FJCATION REGARDING ADHERENC£ TO
RECOMMENDATIONS 0/JWNEO IN 11-IE SOILS REPORT IS REQUIRED PRIOR TO THf ISSUANCE:
OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BC DONE: UNDER THE DIREC110N
OF A PROFESSIONAL ENGINEER OF 11-IE: STA 1£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS
IN /HE FlaD OF APPLIED SO/LS MECHANICS. ALL FJLL OR FUTURE FJLL AREAS SHALL Bf
CONSTRUC7f0 IN ACCORDANCE 'M7H 11-IE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS ANO
THE: "E:ARTHll,fJRK SPECIFICATIONS-ATTACHED TO THf PRWMINARY SOILS INVEST/GATTON.
DAILY FlaD COMPACTION REPORTS WILL BE SUBMITTED TO /HE PROJECT INSPECTOR.
14. A PRECONSTRUC110N MEETING SHALL BE HELD AT THE SUE PRIOR TO THE /lfG/NN/NG Of
WORK ANO SHALL Bf A TIENDEO BY ALL REPRESENTA Tl\lfS RESPONSIBLE: FOR CONS7RUCTION.
INSPECTION, SUPERVISION, 1fSTING AND ALL OTHER ASPECTS Of THE: WORK. THE:
CON7RACTOR SHALL SCHEDULf THE MEETING THROUGH 11-IE PERMIT ct.ERK (760-602-2780
EXT. 7302) AT LE:AST Ff\,£ (5) WOf/KING DA rs PRIOR TO STARTING CONSTRUCTION.
APPRO\lfD DRAWINGS MUST 8E: AVAILABLE: PRIOR TO SCHEDULING. THE GRADING PERMIT WILL
BE PROVIDED BY 11-IE PROJECT INSPECTOR AT THE: MEETING.
15. ALL INSPECTION REQUESTS 011-IER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE: BY
CAWNG 11-IE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891.
INSPECTION f/EQUESTS MUST Bf R£C£/\£D PRIOR TO 2: 00 P.M. ON THE: DAY BUORf THE:
INSPECTION IS NEEDED, INSPECTIONS 'MLL Bf MADE: /HE NEXT WORK DAY UNLESS YOU
REQUEST OTHER'MSf.. REQUESTS MADE: AF7fR 2:00 P.M. WILL BC SCHEDULED FOR 00 (2)
FULL WORK DAYS I.ATER.
18. THE: OWNER AND/OR APPLICANT THROUGH THE DEITTOPER ANO/OR CON7RACTOR SHALL
DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL
BE saa y RESPONSIBLE: FOR CONFORMING TO ALL LOCAi.., STA TE AND FEDERAL SAFETY AND
HfALTH STANDARDS, LAWS AND f/EGULATIONS.
17. JHf CON7RACTOR SHALL CONFORM TO LABOR CODE: SECTION 6705 BY SIJ8MtmNG A DETAIL
PLAN TO THE: CITY ENGINEER AND/OR CONCERNfJJ AGENCY SHOWING THE: DESfGN OF
SHORING, BRACING SLOPING OR 011-IER PROVISIONS TO Bf MADE: OF 'lrORKER PR01fCTTON
FROM THE: HAZARD OF CA \/ING GROUND DURING THE: EXCAVA 110N OF SUCH TRENCH OR
TRENCHES OR DURING 11-IE: PIPE: INSTALi.A TION THEREIN. THIS PLAN MUST Bf PREPARfJJ FOR
ALL 7RENCHES Fl\,£ FUT (5') OR MORE: IN DEPJH ANO APPRO\lfO BY THE: CITY [NG/NEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVA110N. IF THE: Pl.AN VARIES FROM THE"
SHORING SYS![M STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, 111!.E: B
CALIFORNIA AOMINIS7RA11\f CODE. THE: PLAN SHALL Bf PF?EPARED BY A REGISTERED
ENGINEER AT 1Hf CONTRACTORS FXP£NSf. A COPY OF 11-IE OSHA EXCAVATTON PERMIT MUST
BE SUBMIT/ED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO 81.ASTING SHALL Bf PERFORMED UNTIL A VALID BLASTING PEF?MIT HAS BEEN OBTAINED
FROM JHE CITY OF CARLSBAD. SUBMIT APPLICA noN FOR BLASTING PERMIT l',£!.L IN ADVANCE:
OF 11-IE: SCHEDULING OF BLASTING OPERATIONS.
19, IF ANY ARCHAEOLOGICAL RESOURCE:S ARE: 0/SCO\lfRED ',\I/HIN ANY 11,fJRK AREA OUR/NG
CONSTRUC110N, OPERAnONS 'MLL CEASE: IMMEDIATELY, AND THE: PERMITTIT Will N011FY /Hf
CITY ENGINEER. OPERATIONS 'MLL NOT RESTART UNTIi. THE: PERMIT/EE: HAS RECEl\lfD
WRIT1fN AUIHOf/lTY FROM THE: CITY ENGINEER TO DO SO. ·
20. ALL OPERA110NS CONDUCTED ON 11-lf SITE: OR ADJACENT THERETO, INCLUDING WARMING UP,
REPAIR, ARRIVAi.., DEPAF?TURE: OR OPERA 110N OF TRUCKS, fARIHMO\IING EQUIPMENT,
CONS1RUC110N EQUIPMENT ANO ANY OTHER ASSOC/AT[]) GRADING EQUIPMENT SHALL BE
LIM/7[0 TO THE: PERIOD B[TWEEN 7:00 A.M. ANO SUNSE:T E:ACH DAY, MONDAY IHRU FRIDAY
ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL Bf CONDUC1f0 ON WEEKENDS OR
HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE: ENGINEERING DEPAR7MENT
COUNTER.)
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRE/£ IN A STANDARD SURVEY l',£l.L ON
ON CENTERLINE OF a CAMINO REAL
LOCA110N: COUNTY OF SAN DIEGO BENCHMAf/K DESIGNATION NO. R1800 288+89EC
ELEVATION: Jll.407 M.S.L DA TUM: N. G. V.D. 29 ---"~~~----
T \[ngr\2407\FA8\grd\2407.8grd02.dwg 02/24/2004 ,Q·,5·38 !dJ PST
GRADING NOTES (cont.)
21. ALL 0/T SITE: HAUL ROU7fS SHALL BE SUBMIT7f0 BY THE: CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 00 (2) FULL 11,fJRK/NG DAYS PRIOR
TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL Bf OBTAINED FROM, AND WASTE MA1fRIAL SHALL BE DEPOSl7fD AT. A SITE: APPRO\lfD BY THE CITY ENGINEER. THE
CON1RACTOR SHALL BE RESPONSIBLE: FOR ANY DEBRIS OR DAMAGE: OCCURRING ALONG THE: HAUL ROUTES OR ADJACENT S7REETS AS A q[SUL T OF
11-IE GRADING OPERATION.
2J. BRUSH SHALL Bf REMO\lfD ONLY '1,111-//N THE: AREA 10 BE GRADED. NO TREES ARE: TO Bf REMOVED UNLESS SPECIF/CALLY N01fD ON THE PLAN.
24. ALL AREAS SHALL Bf GRADED TO Df/AIN. GRADING RESUL11NG IN THE: PONDING OF WATER IS NOT PERMIT1fD. ALL EARTHEN SWALES AND DITCHES
SHALL HA\,£ A MINIMUM ONE PERCENT SLOPE.
25. 11-IESf Pl.ANS ARE: SUBJECT TO A SIGNED ANO APPRO\lfD SET OF EROSION CONTROL Pl.ANS. EROSION CONTROL SHALL BE AS SHOWN AND AS
APPROVED BY THE: CITY ENGINEER OR AS OIREC1fD BY THE: PRO£CT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE: TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THf SITE: SHALL Bf LEFT IN A NEAT
ANO ORDERLY CONDITION. ALL STONES. RDOIS OR OIHER DEBRIS SHALL BE REMO\lfD AND DISPOSED OF AT A SITE APPRO\lfD OF fJY ffif CITY
ENGINEER.
27. ALL SLOPES SHALL 8E: If/RIGA 1fD, STABILIZED, PI.ANTfD AND/OR HYDROSEEDED 'MTHIN 1fN (10) DAYS OF THE: TIME 'MIEN E.ACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE: APPRO\lfD GRADING PLANS.
28. LANDSCAPING SHAU Bf ACCOMPLISH[]) ON ALL SLOPl;S ANO PADS AS REQUIRED BY 11-lf CITY OF CARLSBAD LANDSCAPE MANUAL, THE
LANDSCAPING Pl.ANS FOR /HIS PROJECT. DRAWING NO. 400-BN, ANO/OF? AS OIF?ECTED BY /Hf CITY ENGINEER OR Pl.ANNING DIRECTOR.
29. THE OWNER/APPLICANT SHAU INSURE THAT ALL CON1RACTORS SHALL COOROINA 7[ THE WOF?K OF IHESf GRADING Pl.ANS WIIH THAT SHOWN ON
8011-1 THE: LANDSCAPE AND /RR/GA TION Pl.ANS AND 11-lf IMPRO\lfMENT PLANS AS REQUIRED FOR 11-IIS WORK IN ACCORDANCE: 'MIH llif LANDSCAPE
MANUAL TIME REQUIREMENTS.
JO. STORM ORA/N PIPE: SHALL Bf: REJNFORCED CONCRE:Tf PIP£ WITH A MINIMUM 0-LOAD OF 1,350 OR ASBESTOS CEMENT PIP£ 'MJH A MINIMUM 0-LOAD
OF 2,000. FOR PRIVATE: STORM DRAINS, PIPES UP TO 15" PVC MAY BE UTILIZED PROVIDED OEPIH IS LESS THAN 15 FEET AND BACKFILLED Wl1H
J/4" ROCK PfR SDRSD S-4 nPf •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR 35 SOLID WALL PIP[.
31. 'MIERE AN EXIS17NG PIPE LINE: IS TO Bf ABANDONED AS A RESULT OF /HE GRADING OPERA 110N, IT SHALL BE F?EMO'lfD WITHIN TWENTY FEET OF
BUILDING OR STREET AREAS AND REPLACED 'MJH PROPERLY COMPACTED SOILS. IN 011-IER AREAS, THE PIPE WILL Bf PLUGGED '1,171-i CONCRETE OR
REMOVED AS APPRO\lfD 8Y THE: CITY ENGINEER.
32. /Hf CON7RACTOR SHALL \lfRIFY /HE LOCATION OF All EXISTING FACIU17[S (ABO'lf GROUND AND UNDER GROUND) '11111-1/N THE: PROJECT SITE
SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE: REVISION OF /Hf GRADING Pl.ANS IF IT IS FOUND THAT THE ACTUAL LOCA 110NS AF?E IN CONFLICT
WITH /Hf PROPOSED. WORK.
JJ. THE: CON7RACTOR SHALL NOTIFY AFFECJ[O UTIUTY COMPANIES (S£E aaoW) AT LE.AST TWO (2) FULL 'lrORKING DAYS PRIOR TO STARTING GRADING
NfAR THEIR FACILITIES AND SHAU COORDINATE: THE: WORK 'MTH A COMPANY REPRESENTA Tl\lf.
CITY OF CARLSBAD (STREETS &: STORM DRAIN) (760) 602-2720
UNDERGROUND SERVIC£ ALERT 1-800-422-4133
CITY OF CARLSBAD (SEWER, WA 1fR & f/ECI.AIMED WA TfR) (760) 438-2722
SDG&E (760) 438-6200 sec t-B00-422-41JJ
LEUCADIA COUNTY WATER DIS7RICT (760) 753-0155
ADa?HIA CABLE\IISfON (760) 438-5241
OLIVENHAIN MUNICIPAL WA 1ER DIS7RICT (760) 753-6466
34. PERMIT COMPUANCE F?EQUIREMENTS: e
A. FOR CON7ROLLED GRADING-THE: APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE
1fCHNICAL ADVICE; OBSER\,£ AND CONTROL THE: 'lrORK IN PROGRESS 15.16.120A.8. CARLSBAD MUNICIPAL CODE.
8. Pf/lOR TO FJNAL APPROVAL OF A GRADING PERMIT-THE: FOLLOWING REPOR7S MUST BE SUBMITlfD TO THE: CITY ENGINEER
\/IA THE: PROJECT INSPECTOR 15.16.l20A.10 CARI.SBAD MUNICIPAL CODE:
(1) FJNAL REPORT BY SUPERVISING GRADING ENGINEER STA17NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE
PLANTING AND IRRIGATION ARE: INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPRO\lfD PLANS (OBTAIN
SAMPLE OF COMPLIANCE LE:TTER FROM CITY ENGINEER OEPAR7MENT).
(2) AS-BUil T GRADING Pl.AN.
(J) REPORT FROM THE SOILS ENGINEER, 'Ml/CH INCLUDES RECOMMENDED SOIL BE:ARING CAPACl11ES. A STA 1fMENT AS TO
11-lf EXPANSI\,£ QUALITY OF THE: SOIi.., AND SUMMAf/lES OF FlaD AND LABORATORY 7fSIS. THE REPORT SHALL ALSO
/Net.UDE: A STATEMENT BY THf SOILS ENGINEER THAT THE GRADING WAS DONE: IN ACCORDANC£ 'MIH 11-IE
REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN 11-IE PRa/MINARY SOILS REPORT AND ANY SUPPLEMENTS THERE
(4) REPORT WIIH AS-BUILT GEOLOGIC Pl.AN, IF REQUIRED BY THE CITY.
JS. UNLESS A GRADING PEf/MIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) )£AR AF1fR THE CITY ENGINEER'S APPROVAL, THESE: Pl.ANS MAY BE
REQUIRED TO Bf RESUBMIT/ED FOR P!.ANCH[CK. PLANCHECK FEES WILL Bf RE:QUIRED FOR ANY SUCH RECHECK.
36. 11-lf SOILS REPORT 111!.EO 'SUPPLEMENTAL GEOTfCHNICAL /N\lfS77GA TION FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED 8Y:
LEIGHTON&: ASSOCIATE:S, INC. DATED MARCH 14, 2001 AND UPDA7fD LET/ER DATED JULY 16, 200J SHALL BE CONSIDERm AS A PART OF THIS
GRADING Pl.AN. ALL GRADING SHALL BE DONE: IN ACCORDANCE Wl71-i THE RECOMMENDATIONS AND SPECIFICA710NS CONTAINED IN SAID SOil REPORTS.
ALLEY
• ---60'---,..,/,.
5 -----7
t \ GARAGf1
I
MIN. 1:f SWAtE-'j ___ J -i ;RET. WALL
25:f LOT WIDTH'_.,-t'1--
COMBINED (5' MIN.) -
~DRAIN~ i
5' MIN.-i
•f--25:f LOT WIDTH
COMBINED (5' MIN.)
~
~--"'R • .!'.:O.c!!:W.'-'--1-_ _y_TJ __ ..:J_-u __ -..j.1..1.-'-
8' MIN. f
PORCH SETBACK
CURB &: GUTTER ---STREET SLOPf
TYPICAL LOT DRAINAGE
PR.omcrDFSIGN CONSULTANTS
_l'!ANNING • ~ • &«llNBlilUl«1 • Sl.llMlf /Ol'S
701 B Street.. Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIIDf~ R.C.E. 42951 DAl[ REGIS1RA110N ~ ~ -z,(~:;J1-04 DESIGNED B~ SURIJEY
REVIE\I
SPECIAL NOTES
THE FOLLOWING N07fS ARE PROVIDED TO GIVE DIRECTIONS TO 11-IE CONTRACTOR fJY THE ENGINEER OF WORK. THE CITY ENGINEERS
SIGNATURE ON THESE Pl.ANS DOES NOT CONSTITUTE: APPROVAL OF ANY OF THESE NOTES AND THE CITY MLL NOT Bf RESPONSIBLE
FOR 11-IEJR ENFORCEMENT.
1. THE LOCATION OF EXISTING U17UTIES ARE BASED ON AVAILABLE RECORD INFORMATION. CONTRACTOR SHALL \lfRIFY THE: LOCA110N
ANO aEVA TION OF ALL EXISTING FACILITIES (ABO\lfGROUNO AND UNDERGROUND) WITHIN THE: PROJECT SITE:. THIS 'lrORK SHALL BE
PERFORMED sumCIENTl y AHEAD OF CONSTRUCTION TO PERMIT CITY APPROVAL REVISIONS TO THE CONS7RUCTION Pl.ANS IF ACTUAL
LOCA 110NS ARE FOUND TO BE IN CONFUCT WITH THE PROPOSED 1/KJRK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY
CONFUCTS OR ANY OTHER UTILITIES ENCOUNTERED PRIOR TO PROCEEDING 'MTH CONSTRUC110N.
2. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR S7RUCTURES NOT SI-IOWN OR IN A LOCATION
DIFFERENT FROM THAT SHOWN ON THE Pl.ANS. CON7RACTOR SI-IALL TAKE PRECAU110NARY MEAS/JF?ES TO PROTECT THE: UTIUTY
LINES SHOWN ANO ANY OTHER LINES NOT OF f/ECORD OR NOT SHOl'rN ON THESE PLANS. ANY PA \lft.lENT OR OTHER EXIS11NG
SURFACE IMPROVEMENTS DAMAGED BY CON7RACTOR SHALL BE REPLACED AS REQUIRED BY THf CITY OF CARLSBAD ENGINEERING
OEP AR ™EN r.
J. SAFETY PRECAU110NS AND ADEQUA 7[ BARRICADING TO Bf IN FORCE: BY THE CONTRACTOR AT ALL TIMES. NEJTHER THE: OWNER NOR
THE [NG/NEER OF 'lrORK WILL ENFORCE SAFETY MEASURES OR F?EGIJLA 110NS. THE: CONTRACTOR SHALL DE:SIGN, CONSTRUCT. ANO
MAINTAIN ALL SAFETY DE\IIC£S. INCLUDING SHORING, AND SHALL BE SOLa y RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STA TE
AND FEDERAL SAFETY AND HEAL 1H ST AND ARDS, I.A WS ANO REGULATIONS.
4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENIS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANF:.
5. 11-lf DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE ,11711 ALL CURRfNT LOCAi. STA Tf AND FEDERAL
REGULATIONS.
6. THE •woF?K TO BE DONE" SECTION ON THIS SHEET LISTS THE: STANDARD SPEC/FICA TIONS AND ORA 'MNGS USED DURING THE
IMPROVEMENT P'-AN / GRADING PLAN DESIGN. THESE PLANS HA\,£ BEEN PREPARED IN ACCORDANCE Wllll THE: CURRENT EOITTONS
OF THE STANDARD SPECIF/CATIONS AND ORA WINGS IN EFFECT ON THE DA TE: OF THE SIGNATURE BY THE ENGINEER OF WORK.
7. IF THE IMPRO\lfMENTS SHOWN ON /HIS PLAN HA'lf NOT BEEN CONSTRUC1fD AND ACCEP1fD BY THE CITY WITHIN TKO (2) )£AR$
OF THE: DA TE: OF PLAN APPROVAL BY THE CITY ENGINEER, THESE PLANS WILL BE SUBJECT TO REVIEW BY THE: CIIYS ENGINEERING
DIVISfON FOR CONFORMANCE WITH CURRENT CITY STANDARDS, POLICIES AND/OR ADDl170NAL F?EQUIREMENTS.
8. AN AS-BUILT DRAMNG SHALL BE SUBMITTED FOR ALL PROJECT IMPRO\lfMENTS PRIOR TO ACCEPTANCE OF SAID /MPRO\lfMENTS.
9. 11-lf ENGINITR-OF-WORK SHALL BE NOTIFlfJJ 'MIEN CONS7RUCTION COMMENCES.
10. THE: CONTRACTOR SHALL OBTAIN AN EXCAVA110N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFFTY BEFORE: ANY EXCAVATION AND
PROVIDE PROOF OF OSHA NOT/FICA 110NS AND SHALL ADHERE TO ALL PROVISIONS OF TIIE STA TE: OF CAUFOf/NIA CONSTRUCT/ON
SAFETY ORDERS.
11. IMPORTED FILL MA TfRIAL SHALL BE OBTAINED FROM A LEGAL SITE:.
12. ALL CUT ANO FILL SLOPES SHALL BE P!.ANTfD Wl11-I A MIXTURE OF TREES, SHRUBS, AND GROUND CO\lfR TO CONTROL EROSION.
SLOPE LANDSCAPING SHALL BE INSTALLED FOR PERPETUAL MAINTENANC£ OF THE PLANT LIFE USED FOR SLOPE: STAB/LIZA TION.
IJ. DUST CONTROL MEASURES. SUCH AS 11-IE PERIODIC 'M:TTING DOWN OF THE: BARE ANO EXPOSED AREAS, SHALL BE UTILIZfD AT ALL
TIMES DURING CONSTRUCTION TO THE SA 17SFAC110N OF THE: PUBLIC WORKS ANO/OR 8UILDING INSPECTORS.
14. ALL MAJORS SLOPES SHALL Bf ROUNDE:D INTO EX/S1/NG SLOPES TO PRODUCE A CONTOURED TRANSITION FROM cur OR FILL FACES
TO NATURAL GROUND ANO ABUmNG CUT OR Fill SLOPES.
15. 11-IE CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE: AND COMPLEJ[ RESPONSIBILITY FOR JOB SITE: CONDl110NS DURING THE:
COURSE OF CONS/RUCTION OF THIS PROJECT, INCLUDING TH[ SAFETY OF AU PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
APPLY CONTINUAU Y ANO NOT BE UM/TED TO NORMAL 11,fJRKING HOURS. THf CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD
11-lf OWNER, Tl!E ENGINITR ANO 11-IE CITY HARMLESS FROM ANY AND All LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE:
PERFORMANCE OF WORK ON THIS PROJECT EXCEP17NG FOR LIABILITY ARISING FROM THE: SOLE NEGLIGENCE OF THE OWNER,
ENGINEER OR Cl TY.
16. ALL EXISTING F[A TURES AND STRUCTURES IN CONFIJCT WITH 11-IESE PLANS SHALL BE RELOCA 1fD OR f/EMO\lfD AT THE
CONTRACTOR'S EXPENSE. MANHOLES SHALL BE ADJUSTED TO FINISHED GRADF:.
17. MINIMUM 90.t COMPACTION IS F?EQUIRED IN ALL ON-SITE: FILL AREAS WITH A MINIMUM OF 95:r COMPACTION STX INCHES (6") Baow
SUBGRADE
18. ALL PRO.ECT IMPRO\lfMEN7S SI/OWN ON THESE: IMPROVEMENT PLANS SHALL BE CONSTRUCIED TO THE SATISFACTION OF THf
PUBLIC WORKS DIRECTOR PRIOR TO ACCEPTANCE.
19. NO PRIVATE: IRRIGATION MAINS OR CON7ROL VAL\lfS SHALL Bf ALLOWED WITHIN THE PUBLIC f/lGHT-OF-WAY.
20. THE: CON7RACTOR SHALL Bf RESPONSIBLE FOR THE INSTALLA170N, RELOCATION OR REPLACEMENT OF ALL S7RIPING, SIGNING OR
TRAFFIC DE1fCTOR LOOPS AS REQUIRED BY THE PUBLIC 'lrORKS DIRECTOR.
21. A TRAFFIC CONTROL Pl.AN, INCLUDING THE LAYOUT OF CONSTRUCTION WARNING AND DETOUR SIGNS, SHALL BE SUBMIT/ED TO THE
PUBLIC 1/KJRKS DEPAR7MENT FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE: COMMENCEMENT OF CONS7RUCTION.
22. FOR STREET TREES. IRRIGATION AND LANDSCAPING IN PUBLIC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE, SEE: /Hf
APPROPRIATE: LANDSCAPE AND /RR/GA TION Pl.ANS Otltl. NO. 400-BN.
23. 'THE EXCAVATOR SHALL CAREFULLY HAND DIG WITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION LINE:.
24. NO POWER OPERA 1FD EQUIPMENT SHALL BE ALLOWED WITHIN 2-FITT OF ANY PORTTON OF THE NATURAL GAS TRANSMISSION LINF:.
25. IF ANY CONTACT OF THE PIPE: IS MADE:, E'lfEN IF THERE: IS NO VISIBLE: DAMAGE, THE: CONTACT AREA MUST BE IMMEDIATELY INSPECTED
BY AN SDG&E '>lf:LDING INSPECTOR. THIS MAY SfGNIFICANT!.Y DaAY YOUR JOB IF SHORING OR OTHER SAFETY PRECAUTIONS ARE NEEDED
TO ALLOW THE: INSP[CTION,
26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800) 227-2600.
HYDROLOGY REPORT
HYDROLOGY/HYDRAULIC STUDY FOR THIS PRO.ECT HAS BEEN PREPARED BY PROJECT
DESIGN CONSULTANTS. THE REPORT IS TIT!.ED •DRAINAGE STUDY FOR BRESSI RANCH,
PLANNING AREAS 6-10 & 12• DA 1fD APRIi.. 2003.
AIR QUALITY NOTES
1. ALL GRADING SHAU BE DONE IN COMPLIANCE WITH SDAPCD ANO CARB
STANDARDS AND REQUIREMENTS AND DUST CONTROL STANDARDS IN 111!.E
24 OF THE CALIFORNIA ADMINISTRATION CODE.
2. WATERING OF THE GRADING :lTf SHALL TAKE Pl.ACE BEFORE AND DURING
GRADING OPERATION TO MINIMIZE DUST GENERA 1/0N. A WATER TRUCK SHALL
BE REQUIRED TO BE ON SITE AT ALL TIMES TO THE: SATISFACTION OF THE:
CITY ENGINEER.
R/W I JO'
60'
JO' I
; 1J' j4'
I
I
1'
t
I ,.
I
I
I 2:r ~1
:t:1.5' ,, __
~ PROPOSED STREET SUBGRADE UNDERCUT
PUBlJC PROPOSED LOCAL STREET
R/W I
I IJ' • I
I
I
HUNTINGTON DRIVE, PEPPfR7REE: WAY,
ASTORIA STREET
T\1'/CAL SECTION
NO SCALE
47.50'
JO'
J4'1
17.50'
!
R/1'! j
I
I
I
I
I I , I I · I
I ' I 2.i-
I
2,c 1_1. ----,:A ~I MAX. . ~--···· __ .... --
t ~ '._"_'.'f "" ""'
:tl.5' ±1.5'
PROPOSED STREE:T SUBGRADE: UNDERCUT
PUBlJC PROPOSED LOCAL STREET
EDENDAtE STREET -------STA. 4+05.44 TO 11+08.15
HERITAGE DRIVE -------STA. 8+55.42 TO l2+25.97
TYPICAL SECTION
NO SCALE:
I R/W 20' R/WI
I ~ I
I ,,,. I~• I
2' 16' 2·1
' I
I '.51 ,2,/
~-·-···
,. ~ I -· ·---~. .. . ... .-·····-.. ir. .. :: . , .. ~.:.:: ±1.S' ±1.5'
''---PROPOSED ALLEY SUBGRADE: UNDERCUT
PROPOSED PU8L.JC ALLEY SECTION
ALLEY 'I(, ALLEY 'Z.Z', ALt£Y 'NN; ALLEY 'JI
ALLEY 'S: ALLEY 'KK', ALLEY 'LL'
TYPICAL SECTION
NO SCALE:
l----lf----f------------l---l---l---l--~ I SH2EET I CITY OF CARLSBAD I SHEgETS I
ENGINEERING DEPARTMENT
;:GR~A::D::IN~G..::A::N::D=E~R:::O::::Sl::O:::N:::C::O::N::TR:::O:::L=P=LA=Ns==F=oR=:='...:::::===:
"AS BUILT"
};\.'a ~ (#.I,?..'.,
RCE -?2"15/ EXP. 01·-,J•OIJ DATE
REVIE~D BY:
~T~R'2~~ -~ ~t!>'!'/-,J
DATE
BRESSI RANCH
PLANNING AREA 8
. ~~:!.°~~~ :~::,~w Ert~~3-31-05
JO-JO-a. /'{lf; .U• RJI~ I
DATE INITIAL
~ 23689 V 7bTY ENGIN£EH ~ ~y
F-::-=::=::+:-.,:,;,,,...+__:-=-.:...=:.:...:... _________ -1 __ -1-_-l-_ _ji-___f ~=~====:::;-;==::::::'.':'::'.:::::====;--~=-=....::::-=...::::....:::..=.=.='._
OWN BY:-_-,,,,~,.~,_ .... _-::, PROJECT NO. DRAWING NO. DA TE INITIAL DA TE INITIAL
OlHER APPROVAL CITY APPROVAL :NGINEER Of WORK REVISION DESCRIPTION 2~~g ~~; .ffl CT 02-14(3' 413-8A
J.N. 2407.08
.,
' 04260~
C
=E
I\) G)
9. ,l::;i,
CD --I, w
I 0)
)>
~
£~,fs
WATERPROOFING--
(SE! GENERAL NOTES)
-VARlfS
1' MIN.
PAD El.EV
Cl.ASS 2 PfRMEABL! Fil TER
MATERIAL (Sff GRADATION)
~.,-1
WA TERPROOflNG !,I
(SE! GENfRAL NOTES)
12" (MIN.)
llffP HOLE
(Sff NOT! 5)
VARIES
1' MIN.
PAD El.EV
FIL Im FABRIC
(SE! NOTE 4)
12·
11W' HO/I
(SE! NOT! 5)
PAD El.fV ,_ 4• PfRFORA TED PIP!
(SE! NOTE NO. J)
PAO El.EV 1/4 TO 1/2 INCH S/Zf GRAvEI.
'M?APPED IN FILTER FABRIC
M ... :.~<.~' -~
lOS;~) .
°cj,o OPT10N 1
PIP£ SIJRROUNDED tllTH CLASS 2
pfRMEABI.£ MATERIAL
Cl.ASS 2 FIL Im PERMEABLE MA TfRIAL
GRADA T/ON PER CAL TRANS SPECIF/CA TIONS
SJE\,f S/Z( PU/CENT PASSING
1· 100
J/4" 90-100
J/8" 40-100
N~ 4 25-40
N~ 8 18-JJ
No. 30 5-15
N~ 50 0-7
N~ 200 0-J
4• PERFORA TEO PIPE
(SEE NOTE NO. J)
OPT10N2
GRA ITT IIRAPPED IN FIi. TrR FABRIC
SECT10NA-A
N. T. S.
' \
SEESHEET4
0 20 4{) 80 1 0
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ~l ON
ON CEN JmLINE OF El. CAMINO REAL
LOCATION: COUNTY Of SAN DlfCO BfNCHMARK DESIGNATION NO. R1800 288+89EC
El.EVA TION: 311.407 M.S.L DA TUM: N.G. V.O. 29 -~~=--~---~
T,\[ngr\2407\FAB\grci\24D7 3groa3 ciwg D2124/0 004 '2 56'43 PM PST
OREGORY
1. SAND SHOULD HAVE A SAND fQUIVALfNT OF JO OR GRfATER AND MAY BE
DfNSIF/fD Bl' WA ,m JfmNG.
2. 1 CU. FT. PER FT. OF 1/4 TO 1 1/2 INCH SIZE GRA ITT 'M?APPfD IN Fil TER FABRIC.
J. PIP! TYPE SHOULD BE ASTM 01527 ACRYI..ONITRILE BUTAOIEN! (ABS) SDRJ5 OR
ASTM 01785 PCO'VINYI.. CHLORIDE PLASTIC (PVC), SCHEDULE 40. ARMCO A2000 P\,C,
OR APPROVED EQUIVALENT. PIPE SHOULD BE INSTALLED W/71-1 PERFORA T/ONS DOWN.
PERFORATIONS SHOULD B! J/8 INCH IN DIAMETER PLAC£0 AT THE fNOS OF A
120-0EGRfE ARC IN n+o ROWS AT J-INCH ON CfNTER (STAGGERED).
4. FIL TfR FABRIC SHOULD Bf MIRAn 140NC OR APPROVED fQUIVALENT.
5. WfEPHOLf SHOULD BE J-INCH MINIMUM 0/AMfTER ANO PROVIOfO AT 10-FOOT
INTERVALS. IF EXPOSURf IS PERMITTED, WffPHOLES SHOULD Bf LOCATED 12 INCHES
ABOVE FINISHED GRADE. IF EXPOSURE IS NOT PERMITTED SUCH AS FOR A WALL ADJACENT
TO A SIDEWALK/CURB, A PIPE UNDER THE SIDEWALK TO BE DISCHARGED /1-IROUGH THE
CURB FACE OR EQUIVALfNT SHOULD BE PROVIDED. FOR A BASEMENT-TYPE WALL, A
PROPER SUBORAIN OUTLET SHOULD BE PROVIOfO.
6. RfTAINING WALL PLANS SHOULD BE REVIE'NEO ANO APPROVED BY GEOTECHNICAL ENG/NffR.
7. WALLS OVER SIX FEET IN HEIGHT ARE SUBJfCT TO A SPECIAL REVIEW BY THE GEOTECHN/CAL
ENGINEER ANO MOO/FICA TIONS TO THE ABOVE REQUIREMENTS.
PRomerDESIGN CoNSULTANIS
PI.--• BNvDDIMBNTAL • llNolNBi!RING • SO!M!r/OJ'S
701 B Street, Suite 800, San Diego, CA 92101
61~-235-6471 FAX 619-214-0149
R.C.E. 4-295 DAlE RE<ISlRAllON DESIGNED P ..
EXPIRES 03--31-04 BY: REV1EYt
'U-,,. l / 0 'f
·..--:-;---:< M. Slf1
t;; ~ ~
~ No. 42951
~ Exp. 03-31-04-
C/V\\.
OF CALI~
GENE;RAL NOTES;
• WA lfRPROOF/NG SHOULD Bf PROVIDED WHfRf MOISTURE NUISANCE PROBL£M
THROUGH THf WALL IS UNDESIRABLE.
• WATERPROOF/NG OF 11-IE WALLS IS NOT UNDER PURVIEW OF THf GED TECHNICAL
ENGINEER.
• ALL DRAINS SHOULD HA VE A GRADIENT OF 1 PERCENT MINIMUM.
• OUTLET PORTION OF THE SUBDRAIN SHOULD HA VE A 4-INCH DIAMETER SOLID
P/Pf DISCHARGED INTO A SUITABLE DISPOSAL AREA DESINGEO BY THf PROJfCT
fNGINITR. THE SUBDRAIN P/Pf SHOULD Bf ACCESSIBLf FOR MAINTENANC[ (RODDING)
• OTHER SUBDRAIN BACKFILL OPTIONS ARE SUBJECT TO THE REVIEW BY THE
GEOTECHNICAL ENGINEER AND MOD/FICA TION OF DESIGN PARAMETERS.
V, RIE.
PAO El.EV
SECOONB-B
N. T. S.
PAO fLfV
-t
t---t-----1-------------+---+---+---+-----t I SH3EET I CITY OF CARLSBAD I SHE9ETS I
ENGINEERING DEPARTMENT
:=G::::R=A::::Dl=NG~P=LAN===s=r==o==R:================='--'===~
"AS BUil T" BRESSI RANCH
PLANNING AREA 8
DA TE INlllAL
OlHER APPROVA CITY APPROVAL
PROJECT NO.
CT 02-14(3
DRAWING NO.
413-8A
J.N. 2407.CB
0 20 40
PLANNING AREA 10
DWG NO, 413J1A
\
I
I
L-----PLANNING AREA I 80/JDARY
,-'
'\ \ ~~
~ ~ \
35{!-
o -1 ,o a
'\
.. \-"\,\ :2, \
\
PLANNING AREA 11 1
\ \
LOT 11 ··· \
MAP No, 14800 \
\:::·.:
\
BENCHMARK
80 1 0 OCSCRJPnON: BRASS DISK IN CONCRETE IN A srANDARD SURV[Y IIE'LL ON
ON CENTERLINE Of EL CAMINO REAL
OPEN SPACE 2
DWG No, 413J1A
\
0~~~=
619-235-6471 FAX 619-234-0349
LOCA nON: COUNTY' Of SAN DIEGO BENCHMARK OESIGNA nON NO. R1800 288+89EC GRE R.C.E. +2951 DATE REGISTRATION DESIGNEJ> PW
EXPIRES 03-J1-04 BY: R£Y1Ew.
ELEVA noN: 311.407 M.SL DATUM: N.G. V.O. 29 --"'""-'-=-=------
N-;A -Z-1 1., Io 'I
C2/24/2)04 02•Cl 32 Pl> PS-
'""'"' RE',1EW;
----
ESS 10
M. Sit;
,._
"' ~ No. 42951
c< Exp. 03-31-04
* ~~~IV\\.
~CAl.1'
"AS BUil T"
SEESHEET3
I\ \
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----------------+---+----+--+--.ilsH4EETl~_c_1TY __ o_F_c_A_R_L_s_a_A_o~lsHE9Ersl _ ENGINEERING DEPARTMENT
\\/II 104 POC.
DATE INITIAL
NGINEER Of WORK
AS·BU/t.,T
, -At>D'ED RETI\\IJIN & WP.U..S.
REVISION DESCRIPTION
GRADING PLANS FOR:
BRESSI RANCH
PLANNING AREA 8
APPROVED: LLOYD 8. H~BB~ dy EXPIRES 12-31-05
¢~"
PROJECT NO. DRAWING NO.
CT 02-14(3) 413-BA
J.N. 2407.~B
0 20 40 80
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DESCRIPllON: BRASS DISK IN CONCRETE IN A STANDARD SURl£Y WfLL ON
ON CEN TcRUNE OF EL CAMINO REAL
LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 7/0N NO. 1?1800 288+89EC
ELEVAllON: J11.401 M.S.L DA TUM: N. G. V. D. 29 -~~------
T•\Engr\2407\0 A8\gro\24J7 8gr:JC3 '":l 02/26i2CD4 080111 A~ DST
0 PR.omcrDFSIGNCoNSULTANIS
l'1ANNINO • llNVnUIMllNTAL • ~ • SVIM!Y/OJ'S
701 8 Street, Suile 800, San Diego, CA 92101
ol 9-235-6471 FAX 619-234-0349
DATE REGISTRATION DESIGNED PIA
EXPIRE! 03-31-04 B'V!: RE"AEW.:
'v'l.1-d'#
SUR,O
REVIEW:
SEESHEET4
ss
M. Stt1
'"' ~ G') (;) --z ~ No. 42951 [::; °" Exp, 03-31-04 '<>
c,v,1.
INSPECTOR
"AS BUILT"
'-6• & ?, .,.,
DATE
EXP. 03 ,'!,/-l!8
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----•-~----------------------~lsH5EETl~_c_1TY __ o_F_c_A_R_L_s_a_A_o __ lsHE9Ersl ENGINEERING DEPARTMENT
DA TE INITIAL
NGINEER Of' WORK
AS· /iil/H.T
REVISION DESCRIPTION
DA TE DA TE INITIAL
OTHER Af'PROVA CITY Af'PROVAL
GRADING PLANS FOR:
BRESSI RANCH
PLANNING AREA 8
gJ' PROJECT NO.
CT 02-14(3
DRAWING NO.
413-8A
J.N. 2407.08
/
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U1 G)
9. ,.l::iii
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EROSION CONTROL NOTES:
1. IN CASE EMfRGENCY V.ORK IS REQUIRED, CONTACT JIii URBINA AT (160} 715-7712
(CEllUlAR) OR KRIS71N! ZORTMAN OF LENNA/1 HOMfS AT {760} 918-7765.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 8[ MAD! AVAILABLE AT
ALL TIMES DURING THE RAINY SEASON. ALL NfCfSSARY MATERIALS SHALL
8£ STOCKPILED ON SITE AT CON'A::IIIENT LOCATIONS TO FACIUTATE RAPID
CONS71WCTION OF 7EMPORARY DEVICfS 'MIEN RNN IS IMMINENT.
l OEV/CfS SHO'MI ON Pf.ANS SHALL NOT Bf MOVfD OR MOO/RED IIITHOUT THE
APPROVAL OF THE ENG/Nf£RING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL [ROS/ON CONTROC DCV/CfS TO WORKING
ORDER TO THE SA 71SFAC710N OF THE CITY ENGINEER !-FTER EACH RUN-OFF'
PROOUC/NG RNNFALL
5. THE CONTRACTOR SHALL INSTALL ADDl7IONAL EROSION CONTROC MEASURES AS
MAY BE REQUIRED BY THE CITY ENG/Nf£R DUE TO UNCOMPI..ETfD GRADING
r.x>ERA TIONS OR UNFORESEEN CIRCUMSTANCES 'Ml/CH MAY ARISE.
6. 1HE CONTRACTOR SHALL BE RESPONSIBI£ ANO SHALL TAKE NECESSARY
PRECAU710NS TO PRE'A::1/T PUBLJC TRESPASS ONTO AREAS 111/ERE IMPOUNDED
WATERS CREA TE A HAZARDOUS COND/710N.
l. ALL EROSION CONTROC MEASURES PROVIDED PfR THE APPROVfD GRADING
Pf.AN SHALL 8£ INCORPORA TfD HEREON.
8. GRADED AREAS AROUND THE PRO£CT PfRIMETf/1 MUST DRAIN AWAY FRO/I THE
FACE OF S/..OPE AT THE CONCLUSION OF EACH V.ORKING DAY.
9. ALL REMOVABLE PROTfC71"f: DEVICES SHOWN SHALL BE IN Pf.ACE AT THE ENO
OF EACH WORKING OAY 'MIEN THE R"f: (5) OA Y RNN PROBABHJTY FORECAST
EXCEED FORTY PfRCE/lr (40,c}. SILT ANO OTHER DEBRIS SHALL BC RfMOVfO
AFIDl EACH RAINFALL
10. ALL GRA V/1. BAGS SHALL BE BURI.AP TYPE 11171-1 J/4 INCH MIN/MUii AGGREGATE.
11. SHOULD GERMINA710N OF HYDROSEf])fD S/..OPES FAIL TO PROWD! EFFECT!',£
COVERAGE OF GRADED S/..OPES (90:J COVERAGE) PR/0/1 ro NOVfMBER 15. THE
S/..OPES SHALL BE STABHJZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE
11171-1 Sf.CT/ON J5.02J OF THE EROSION ANO SEDIMENT CONTROi. HANOf!OOI( OF
THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA
TEMPORARY EROSION CONTROL
PI..ANT1NG .ANJ FIR/GA T10N NOTES:
ALL PERMANENT ANO TEMPORARY EROSION CONTROC PLANTING ANO
/RR/GA TION SHALL 8[ INSTALLED AND MAINTAINED AS REQUIRED IN
Sf.C710N 212 OF THE STANDARD SPEC/RCA TIONS ANO THE FOCLOIIING:
A HYOROSf.EDING SHALL BE APPLIED TO:
1. ALL S/..OPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL)
OR STITPER 'MIVI THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLJC
WALL OR STRfET.
b. ALL S/..OPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED A.A Tlf/1 Tl/AN 6: I 'MIVI ANY Of THE
FO/.lOV>ING CONDl7IONS UIST:
a. NOT SCHEDULED FOR IMPROVfMENTS(CONSTRUCllON OR
GENERAL LANDSCAPING) IIITHIN 60 DAYS OF ROUGH
GRADING
b. /DENT/RED BY THE PARKS AND RECREATION DIRECTOR AS
H/Gffl.. Y WS/81..E TO THE PUBUC.
e. HA',£ ANY SPECIAL CONDl7ION IDENTIFIED BY THE CITY
ENGINEER THAT WARRAN'TS IMMEDIATE TREATMENT.
8. HYOROSEEOED AREAS SHALL BE IRRIGATfD IN ACCORDANCE 111/H
THE FOCLOIIIN(; CRITERIA:
I. ALL S/..OPES Tl/AT ARE GRADED 6: I OR STITPf/1 AND Tl/AT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATER/NG FRO/,/ QUICK COUPLERS/HOSE BIBS 011 A CON'A::1/TIONAL
SYSTD.I OF' LOIi' PRECIPITATION SPR/NKLf/1 HEADS PROVIDING
100:f COVfRAGf:
b. GREA 7ER THAN 8 FEET IN HEIGHT SHALL BC WA TfRED BY A
CON'A::1/TIONAL SYSTD.I Of LOW PRECIPITATION SPRINKLE/1 HEADS
PROVIDING 100:J COVfRAGl:
2. AREAS S/..OPEO LESS Tl/AN 6: 1 SHALL Bf IRRIGA TfO AS APPROVfO
CITY ENGINEER, PRIOR TO HYDROSf.ED/NG. THE DEV/1.0PER SHALL
srJBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY
ENGINEER. IHE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS,
TYPES .t COS'TS OF THE fl.EMEN'TS Of THE PROPOSf.O SYSTEM.
l /RR/CA 710N SHALL MAINTAIN THE MOISTURE l£V/1. Of 711[ SOIL AT THE
OPTIMUll lEV/1. FOR THE GROWTH Of THE HYOROSEEDEO GROWTH.
C. HYOROSEEDING MIX SHALL CONSIST Of ALL OF THE FO/.lOV>ING:
I. SEE() MIX SI/ALL CONSIST OF NO LESS 11-/AN:
a. 20 lbs PER ACRE OF' ROSE QOVfR
b. 20 lbs PER ACRE OF' ZORRO FESCU[
e. J lbs PE/1 ACRE OF' E SCHOOi. CIA CAUFORNIA
d. 4 lbs Pf/1 ACRE Of ACHIU£A MILLEFOIJA
e. J lbs PE/1 ACRE OF' AL YSSUII (CARPET OF SNOW)
f. 1/2 lb. PER ACRE Of DIMORPHOCECA
g. ITEMS e,d,-. ANO f OF THIS SUBSEC7ION MAY BE OMITTED ON
UXA 7/0NS 'MIER£ THE AREA BEING HYDROSEEDED IS NOT ',!SIBLE
FRO/I EITHER A PUBUC STREET OR RESIDENTIAL S71WC7URES .
h. /TD.I a OF THIS SUBSECTION MUST BE INOCULA TfD ,1171/ A 11/TROGEN
AXING BACTERIA ANO APPLIED DRY EITHER BY DRWNG OR
BROADCASTING BEFORE: HYOROSf.ED/NG.
L ALL SEED MATfRIALS SHALL BE TRANSPORTED T() THE J08 SITE IN
UNOPENED CONTAINERS ,!!TH TH[ CAUFORNIA DEPARTMENT OF FOOO
AND AGRICULTURE CERTIFICA7ION TAG ATTACHED ro, OR PRINTfO ON
SAID CONTAINERS
j NON-PHYTO-TOXIC ~mNc; AGENTS MAY Bf ADDED TO THE
HYOROSf.fD S/..URRY AT THE 0/SCREllON OF THE CONTRACTOR.
2. TYPE t MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lb~ PER
ACRE. TYPE ~ MULCH (STRAW) MAY BE SUBS71TUTEO, ALL OR PART. FOR
HYDRAUUCALLY APPLIED ABER MA7UI/A/.. 'MIEN STRAW IS USED IT MUST
8£ ANCHORED TO THE SI.OPE BY MEGHAN/CALLY PUNCHING NO l£SS
Tl/AN 50:J OF THE STRAW INTO M SOIL.
l FERTILIZER CONSISTING Of AMMON/U/,1 PHOSPHATE SUIFA TE. 1~-20-0,
111/H 15:J sut.FV/1 APPLIED AT THE RATE Of 50Q lb .. PER ACRE.
0. AREAS TO BE HYVROSf.EDEO SHALL BE PREPARED PRIOR TO HYDROSf.EO/NG B'f.
1. ROUGHENING THE SURFACE TO BC PI.ANTfD BY ANY OR A COMB/NA TIO/I OF:
a. TRACK WAU</NG S/..OPES STEEPER THAN 6: I
b. HARROW/NI; AREAS 6: 1 OR A.A Tlf/1 71/A T ARE sumcJENTl Y FRIABLE.
e. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO\.£.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABL£ FOR Pf.ANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TfO SEEO BED.
b. THE ADDl710N OF SOIL AMENDMENTS, PH ADJUSTMENT. LEACHING
OR COVfR/N(; SALINE SOILS TO PROVIDED VIABLE CONDl7IONS
FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BC MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UN711. THE PRO£CT IS PERMANENTl Y LANDSCAPED OR, FOR AREAS 'MIERE
HYVROSSEDING IS THE PfRMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETfD ANO ALL BONDS RELEASED.
T,\Engr\2407\PAB\gro\2407 8ec0$ ciwg 02/24/::'J04 JJ,2!,34 °M PST
OESCRIP TION SYMBOL OOANUIT
STABILIZED CONSTRUC710N ENTRANCE · ·
SILT FENCE .. · o---0--0--0---0
8 EA.
0 L.F.
1,800 EA
5,800 I.F.
GRA V/1. BAGS ·
FIBER ROCL ..
sc-s
A
LEBM 55-7
i V,
sc-s i OI
a
----JI ----
1 :f MIN. (ROUGH GRAD!)
2 7r:;
S/..OPE SEE]
CITY sro.
D~. GS-14
SECTION A-A
PLAN
NOTES:
,. USE ss-2. ss-~ SS-4, SS-5, OR SS-7 AS
APPROVfD BY INSPECTOR.
2. SEDIMENT TRAP W/4' P\-c OUTLET, 1' HIGH •
J' WIDE 0'1[Rfl011' ONTO SS-7 W/ONE ROW OF
SANDBAGS ALONG EDGE OF SPILLWAY. TOP Of
TRAP 6' ABO',£ 0'1[Rfl0W. MIN. SIZE 10'x20'.
EOW SHALL DESIGN FOR PADS O'l[R 1,500 S.F.
R/11'
0
SECTION 8-B
5• ~I ~~ !1
J GS HI
2HI 'AGS
...-.10• r10~· ,Ii
WEIR 111£/R
~>I
I
5'
0
B
R/W
TEMPORARY DESIL TING BASINS AT INLETS
IN SUMP CONDITION
FIBER ROLL
TEMPORARY DESIL TING AND
EROSION CONTROL/SANDBAG DETAILS
NO SCALE
PR.omcrDFSIGN CONSULTANIS
l'LWIINO • ~ • l!NolNBERINO • SVJM!Y /OPS
701 B Street.. Suite 800, San Diego, CA 9210 l
619-235-6471 FAX 619-234-0349
GREGORY M. SHIEI.D . 429 OATE REG1S1RA110N M. ·-· i....._ A• l EXl'~ES D3-J1-M ., ""'c3--' .I~ '1,-?.1-0'I
PM
R£>1EW:
SUR'.tY REl'O!
CRUSHED AGGREGATE fREA TER THAN J'
BUT SMALL& THAN 6
CRUSHED AGGREGATE fjREA TER THAN J"
BUT SMALLER THAN 5
CORRUGATED STfEL PANELS
R/GINAL GRADE ORIGINAL GRADE _r,: -
f :~;:·i~;{{)-.;c?
ALTER FABRIC
-,2• MIN., UNLESS 017-IER'MSE
SPECIFIED BY A SOILS ENGINEER
12' MIN., UNLESS 01HERV>ISE
SPEC/RED BY A SOILS ENGINEER
SECTION A-A
N. T.S.
NOTE:
SECTION 8-8
N. T.S.
CONSTRUCT SEDIMENT BARRIER
ANO CHANNELIZE RUNOFF TO
SEDIMENT TRAPPING DEVICE CORRUGA TfD STEEL PANELS
\ I--24' MIN,--_.,--i ~ TrMPORARY PIPE CUL '![RT
AS Nf£DED
B
B
~----------50' MIN.-----------;
OR FOUR TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHIQE TIRE,
'MIICHEVER IS CREA T[R
MATCH
EXISTING
GRADE
PLAN
N. T.S.
STABUZED CONSTRUC710N ENTRANCE
TYPICAL SEC710N
NO SCALE
GRAvfl. BAGS OVfRLAP
ONTO CURB
-----------____ __.,
RUNOFF _____ ,.,,.
GAP BET'MEN BAGS
AC'TS AS SPILLWAY 1HREE LAYERS OF GRA \£L BAGS
Vtl TH ENDS O'l[RLAPPED
®~BAGS
NO SCALE
PROVIDE VfLOC/TY CHECK DAMS IN ALL STREET AREAS PAvED OR UNPAVfD
AT 1HE INTrRVALS INDICATfD BELOW. VfLOC/TY CHECK OAMS SHALL BE
CONSTRUCTrD OF SANDBAGS. EARTH 0/KES MAY NOT BC USED AS
vfl.OC/ TY CHECK DAMS
GRAOE OF lfll: STREET
LESS THAN 2:f
2:J TO 4:J
4% TO 10:f
O'l[R 10%
INTERVAL
AS REQUIRED
100 FEET
50 FEET
25 FEET
V>IDIH AS
REQUIRED TO
ACCOMOOATE
AN71CIATrD
TRAFFIC
90% COMPACTED EARIH BER/I
12·
PROPOSED OR
EXISllNG SI.OPE
Bt.ADED SWALE 'MIER[
S'rMBOUZED ON PLANS
W/ SANDBAGS EVERY too'
,2·
BLADED SWALE AND BERM
NOTE:
1. SET POS'TS ANO EXCA VA rE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPS/..OPE FRO/I AND
ALONG THE UNE OF POS'TS.
J. ATTACH THE AL TfR FABRIC TO
1HE WIRE FENCE ANO EXTEND IT
INTO THE TRENCH.
UYE STAKE 1• X 1• STAKE
(25 x 25mm)
FIBER ROLL INSTALLATION REQUIRES
THE PLACEMENT ANO SECURE
STAKING OF 1HE ROLL IN A TRENCH,
J'-5' (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE
ALLOWED TO RUN UNDER OR
AROUND ROLL.
NO SCALE
NO SCALE
SPACING DEPENDS
ON SOIL TYPE AND
S/..OPE STEEPNESS
2. STAPLE V>IRE F[NCING TO
1HE POSTS.
4. BACKRLL AND COMPACT 1HE
EXCA VA TrD SOI/..
J'-4'
\ "f''-,,:-::-.-:..-
,;'.:'.• . .
ABER ROLLS MUST BE PI.ACEO
ALONG S/..OPE CONTOURS
SEDIMENifT. ORGANIC MA mR,
ANO NA \,f SEEDS ARE
CAPn.JRED BEHIND THE ROI.LS
ABER ROLLS INSTALLA T10N ON SI.OPES
ND SCALE
BO/VISION BOUNDARY ____ l
EXISTING GROUND
TYPE C OR D TfRRACE
DRAIN AS REDUIREO BY GS-14
FOR CU 'TS ANO ALLS
H
{IN F'EET)
LESS THAN 1 O'
8 -10' TO 20'
OVER 20'
/ ') , -. I
I EXISTING GROUND
TYPE 8 BROW DITCH AS
REQUIRED BY GS-14 FOR
CU 'TS ANO ALLS
A
2'
H/5
4' + H/10
( 10' MAX)
TYPICAL SI.OPE SETBACKS FROM SU8DMS/ON BOUNDARY
NO SCALE
B
J.5'
4
H/5
(10' MAX)
1---;f---t------------+---+---+--+----1lsH6EErl~_c_1TY __ o_r_c_A_R_Ls_s_A_D~lsHE9E~I _ ENGINEERING DEPARTMENT
"AS BUILT"
RCE 1-t'I'}/
REVI WED BY:
f1•l.t., "7
DATE
ID•/0•{)(, rPC
(\l/Q!' b .... y DATE INITIAL
DA TE GINEER OF WORK
AC•.IIU& r
REVISION DESCRIPTION
EROSION CONTROL PLANS AND STREET CROSS SECTIONS
BRESSI RANCH
PLANNING AREA 8
DATE INITIAL DATE INITIAL OWN BY:~ PROJECT NO.
CRHVWOKD BBYY:. CT 02-14(3 011-JER APPROVA Cl1Y APPROVAL
DRAWING NO.
413-8A
J.N. 2407.08
' I
I
042604
80 1 0
0~DIMGNC0
701 8 Stree4 ~ t fNSULTANTS
619-235-647i mle 800, San D' Er«llNl!lilU!< t S FAX 6 ,ego CA 92 l/KVl!J'/Ol'S
19 234 0349
101
GREGCftY M. SHI HEL[l!e R.CL 42951 ~ ~D ·ko,ie ~~nDN
DESICNED
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INSPECT~ 4 ~ L -f) Dr~),,,~t , DATE INITIAL
NGINEER Of WORK
DA TE INITIAL DA TE INITIAL
REVISION DESCRIPTION Oll-iER APPROVA CITY APPROVAL
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I SH7EET I CITY OF CA
ER ENGINEERING DEf LSBAD
OSION CONTROL ARTMENT PLANS FOR:
BRESSI RANCH
APP OVED: LL:'::'NNING AREA 8
DWN BY·
CRHKD BY~ VWO BY;~
PROJECT NO
CT 02-14(3
DRAWING NO
413-8A.
J,N, 2401 r3 ,J
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PLANNJNG AREA 10
DWG NO, 413~1A
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STABIUZEO CONSTRUCnON
ENTRANCE PER DETAIL
ON SHEET 6 (T'rP)
\
OPEN SPACE 2
D wa No, 41a~tA
0 PR.omcrDESIGN CONSULTANTS
PlANNINO • ~ • llNGINBllRlNO • SUIM!YIOPS
701 B Street. Suite 800, San Diego, CA 9210l
619-235-6471 FAX 619-234-0349
+295 DA.TE REGISiRAllON
EXPIRES Dl-J'l-04
,z..-?.1-,~
DE~GNED
Bl\
PM
R£~EW:
SURVEY
R£<EW:
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SEESHEET9
"' CJ> --z ~ No. 42951 8
-Exp. 03-31-04 ~
c1v11.. REVIEWED BY:
"AS BUil T"
EXP.
SEESHEETl
·, ':
' ;; j
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1----~--1------------+---+--+--+---t L-1 S=H~EE=T :'_I ==C=ITY==O=F==C=A=R=LS=B=A=D==:::...::I =SH=EgE=TS~I ~.:_·_ ._,·· ~ ENGINEERING DEPAR™ENT ,
EROSION CONlROL PLANS FOR: ) •·· .-' ,,, '
BRESSI RANCH
PLANNING AREA 8
APPROVED: LLOYD B. HUBBS~;fi
ENGINEER
EXPIRES 12-31-05 ' , I//'¥#" ,,.
DRAWING NO.
413-8A
r,~ rr, (. L DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: tlE PROJECT NO.
1>< c :>« OZ..~"f"(?dlY PTION CRHVWDKD BBYY:. CT 02-14(3) iPEcToR DATE NGINEER Of WORK REVISION DESCRI O11,ER APPROVAL CITY APPROVAL ----------------------------------------~;;;;;;~;;:;;;;;;;;;;;;;~;;;;;;;;;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;.. ________ .1.=~~~-------~~~-~~;-.;;.;~;; .. ___ llllllllll-llllllllll ______ i.;~.,;;~~~~;:;;~~illiiiiiiiiiiiiiiiiiiiiiiiii~~~----..;;~_,_iiiiiiij~J.N~.~2~40~7~.0~8 j :
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PR.omcrDFSIGN CONSULTANTS
PiANN1NO • l!NVnOIMl!NrM, • BNlllNBBRINO • SUllVl!!'IOPS
701 fl Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGOR Iii, SH! R.C.E. +295' OAT[ REGISlRAD ~ . • ,,.___ 11 • l EXP1RE3 OJ-JHl4 ✓""'a' ./~ "2,-'t.1•0'f
DESIGNED
BY:
PW
REVIEW:
SURVEY
RE',1E'/t
--ES
~ 1,1.
/;; ~
<> No. 42951
\,! Exp. 03-31-04
* l"'~~ c:_, V I\.
~OF C/1.LI
!
I
/
l--,f--l--------------+---+--+---tlsHgEETl~_c_1TY __ o_F_c_A_R_L_ss_A_D~ISHE9E~1 _ ENGINEERING DEPARTMENT
"AS BUILT"
~ t,. :z.:z,. ti.,
DATE
EXP. [)~·'!It-ors
EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 8
A-/✓:ft/;•~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY:~ PROJECT NO.
~Geµ!..!.~a~!r REVISION DESCRIPTION CRHVWOKD 8aYY:. CT 02-14(3 DA NGINEER Of WORK 011-IER APPROVA Clf( APPROVAL
DRAW1NG NO.
413-8A
J.N. 24070B
.. i_ 1" ·•· '/ ;
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