HomeMy WebLinkAboutDWG 413-1A; CT 02-14 (5); BRESSI RANCH PLANNING AREA 10 UNIT 5; 01-09. ' •N ~ ! I
Q)
310
SHEET NO.
LOT NO.
SE'M:R
WA/ER
STORM DRAIN
STREET UGHT
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON !HES! Pt.ANS WAS GENERA /ED BY: PHOTOCRAMMETRY
ME/HOOS FROM INFORMA noN GA IHERED ON, MAY 11 1998
SAN-LO AERIAL SURVEYS
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA nONAL MAP
ACCURACY STANDARDS.
IMPORTANT NOTICE
SECnON 4216/4217 OF !Ht: GOVERNMENT CODE REQUIRES A DIG ALERT
tOF:NnFICA noN NUMBER 8E ISSUED WORf A "PERMIT TO EXCA VA If' WILL 8E
VAUD. FOR YO/JR DIG ALERT 1.0. NUMBER, CAU UNDERGROUND SERVICE ALERT:
TOI.L FREE 1-800-422-4133; 00 WORKING DAYS BEFORE YOU DIG.
~
EARTHWORK
FILL: 49,000 C. r.
CUT: 49,000 C. Y.
REMEDIAL: 0 C. Y. ----IMPORT/EXPORT: 0 C. Y.
BENCHMARK
DESCRtPnON: BRASS DISK IN CONCRErt: IN A STANDARD SURVEY l'rElL ON
ON CEN/fRUNt: OF EL CAMINO REAL
LOCA noN: COUNTY OF SAN DIEGO BENCHMARK OESIGNA noN NO. Rl800 288+89EC
aEVAnON: 311.407 M.S.L DA TUM: N. G. V.D. 29 --------
c· \[egr\2407\PAJC\Jrd\2407 10g,J01.dwg Q2/!1/20C4 ')4: 17. 50 PM PST
GRADING AND EROSION CONTROL PLANS:
BRESSI RANCH PLANNING AREA 10
INDEX MAP
SCALE: 1•~200'
REFERENCE DRAWINGS:
INDIJSTRIAL BACKBONE IMPROVEMENTS
RfSIDENnAL BACKBONE IMPROVEMENTS
RESIDENnAL BACKBONE STORM DRAIN IMPROl,fJJENTS
MASS GRADING
0~ NO. 400-88
D~ NO. 400-8
01',1,. NO. 400-BC
01',1,. NO. 400-8A
"DECLARATION OF RESPONSIBLE CHARGE"
UNIT NO. 5
PROJECT
SITE
VICINITY MAP
NOT TO SCALE
SOILS ENGINEER'S CERTIFICATE:
bimNEE'.jj ~~~A~· <::~~dF{;1!f;Jf:o;!'f::1xffff~:~~s~~~
/HE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY /HAT A SAMPUNG
AND STUDY OF /HE SOIL CONOlnONS PREVALENT '/,I/HIN /HIS SITE WAS
MADE BY ME OR UNDER MY DIREC710N BETWEEN /HE DA TES OF S¥"-""•..... 20.QL AND
.:J;;,.~~ , 20ft 00 (2) COMPLET( COPIES OF --cc=:·-.....
/HE SOILS Rf.PT COMPILED FROM /HIS STUDY. '1,1/H MY RECOMMENOA710NS, ;~SI~.
:~~~E:~UB1::Y/LLll!!L /HE arr ENGINEER. ;;'%,,'I-'·• ~,\
WILLIAM DA \1D OLSON .:; ~-~O. 4• .cl "'I ;';c. I
3 ~ ,:,,. 'l/J9"ri 11 !,;_,' IJ R.C.E. NO.: 4528 -I< :} /,
DAT(: .2-/Z -e,/ ~;; C/V.l'-:/4#,,;/
LICENSE EXPIRAnON DA1E: 09/30/06 c gt~·
LEGAL DESCRIPTION
LOT 10 OF CARLSBAD TRACT CT 00-06 IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. ACCORDING TO MAP
/HEREOF NO. 14600, ON FILE IN /HE OFFIC£ OF /HE COUNTY RECORDER
OF SAN DIEGO ON MAY 29, 2003 OF OFFICIAL RfCORDS.
PROJECT LOCATION
/HIS PRO.ECT IS LOCA TfD 'MIHIN ASSESSORS PARCEL NUMBER(S)
213-120-07
/HE CALIFORNIA COORDINA 1E INDEX OF /HIS PRO.ECT IS:
1990-6252 (LAMBERT COORDINATES 345-1696)
OWNER/SUBDMDER
BRESSI GAROENLANE, LLC., A DELAWARE LIMITED LIABILITY COMPANY. AS OWNER
BY: LENNAR;l.NR CAMINO PALOMAR, LLC. A DELAWARE L/MllED
UABIUTY COMPANY ITS ADMINISTRA nVE MEMBER
BY: LENNAR HOMES OF CALIFORNIA. INC.
A CAUFORNIA CORPORA noN, ITS MANAGER
£L~~--='---I _
ITS ~L c;.. Pm~k,r1
OWNERS CERTIFICATE
I (WE) HEREBY CERnFY /HAT A REGIS1ERED SOILS ENGINEER OR GEOI.OGIST HAS BEEN OR WIU BE
RETAINED TO SUP[RVIS! OVER-ALL GRADING ACnVITY AND ADVISE ON THE COMPACnDN ANO
~TABrlf\OF /HIS SITE.
WORK TO BE DONE:
THE IMPROVEMENT WORK SHALL CONSIST OF /HE CONSTRUCnON OF ALL CUTS AND FILLS.
REMEDIAL GRADING, DRAINAGE FAC/UnEs. EROSION CONTROi. FACIUnES,
ANO PREPARA710N OF AS-BUILT PLANS. AS-BUILT GEOI.OCIC MAPS AND REPORTS.
ALL AS SHOWN OR REQUIRED ON /HIS SET OF Pl.ANS AND IHE CITY STANDARDS,
SPECIFICA710NS. REQUIREMENTS. RESOLUnONS AND ORDINANCES alEO ON /HES! PLANS.
THE IMPROl,fJJ£NT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT /HE 7/ME OF CONSTRLJCTTON, AS DIRECTED BY /HE CITY
ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2. QTY OF CARLSBAD STANDARDS
J. /HIS SET OF PLANS
4. RESot.UnONS NO. 5461 (CT 02-14) AND 5464 (PUO 02-06)
5. /HE STANDARD SPECIF/CA 7/0NS FOR PUBLIC WORKS CONSTRLJCnON (GREEN BOOK)
6. /HE SOILS REPORT nn.EO "SUPPLEMENTAL GE01ECHNICAL INVESnGA noN FDR
MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED BY l£1GHTON AND ASSOCIA/fS
DATfD MARCH 14, 2001, ANO UPDArt: LETTER DATED JULY 16, 200J.
7. IHE SAN DIEGO AREA REGIONAL STANDARD ORA YrlNGS AND AS MAY BE MODIFIED BY IHE
CITY OF CARLSBAD STANDARDS. DOCUMENT NO. 769332.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DA /ED 12/15/98.
LEGEND:
QUANTITY ITEM SYMBOL
LOT NUMBER ---------------------------------------CD
PAD ELEVAnoN -------------------------------------I'"·• I
PROJECT BOUNDARY -----------------------------------.. -
12,100 SF
EXISnNG CONTOUR
FINISHED CONTOUR
FINISHED SPOT ELEV. -----------------------------------
PROPOSED SLOPE-------------------------------------
DAYUGHT LINE----------------------------------------
DA YUGHT TO NA TIJRAL----------------------------------
-2Jo-
2s9.o
DCX -c --F
-il--/f-
RErAINING WALL-------------------------------------------•
£XISTING
' .
lEMP. DESILTAOON BASIN --------------DS-3-------------' ' .... ·:·····_\~). ):~ . '
i ~······· .. ·~·-·-""""' i ! .. : '
81..ADED SWALE ---------------------------------------······Z-······~·
CONC. BROW DITCH---------------0-75, TYPE: B ---------
RIP RAP -----------------------SDRSO D-40------------
EXIST. DAYLIGHT TO NATURAL-------------------------------11--/ /--
NOT[: ALL STANDARD ORA WING NUMBERS REFrR TO SAN DIEGO AR[A REGIONAL STANDARD ORA WINGS
UNLESS OIHERWIS! IND/CA /ED.
LEGEND CONT'O
fff LF
z £A
Z,760 C'(
S"f'f/C (ClA5S !501----________________ _
5TRAIGIIT H&UJWALL---------D-3!---------· ---,a
!<IPflAP-------- - ----IJ·4/)--------..-~
SHEET INDEX
SHEET I ·-------------------nn.E SHEET. KEY MAP AND NO/fS
SHEEr 2 --------------------NO/ES &-DETAILS
SHEETS J TO 5 --------------· GRADING Pl.ANS
SHEET 6 -------------------· EROSION CONTROi. DETAILS ANO STREET CROSS SECTTONS
SHEETS 7 TO 9 ---------------EROSION CONTROi.. Pt.ANS
LEGEND FOR SDG&E TRANSF. RET. WALLS:
MAXL\(V/.1 RETAINING WALL HEIGHT
(ToP OF FOOllNG TO _roP Of WALL)
M.AXIMUM RETAJ/,//NG .VALL HEIGHT EXPOSED
(FINISH GROVNO TO TOP Of WALL)
RETAIN/NO WALL 'ii/TH LABEL, OIi OCH CORtifR
FOil fl'/ AN lF ( TOP OF W\Lt, 10P of FOOllNG) .
Hexp.,.J.9'
TWJ38. 7/J TV/333. 70
7FJ;J4 20 T1'3J4.~0
7'11335. 10
TF334,20
PLANNING DEPARTMENT APPROVAL "AS BUILT"
w_,;lle4$~ .. ·wa.~ DATE: --t; i. !M
I HEREBY DECLARE 7HA T I AM 7HE ENGINEER OF WORK FOR 7HIS PROJECT. 7HA T I HA~
EXERCISED RESPONSIBLE CHARGE O~R lHE DESIGN OF 7HE PROJECT AS DEFINED IN
SECTTON 6703 OF 7H£ BUSINESS AND PROFESSIONS CODE, AND !HAT lHE DESIGN IS
CONSISTENT WITH CURRENT STAN{)ARDS.
~1--~> V,r_.1r,,_fu,.,un
NAME: (SIGNED) J...e .A..;A, ~ •l,l,.,? ~ \~c~NING DIRE~:o: <A/ o, / ~ 1-~.:.:R~CE=====tz::::ti='f=' =---=E~XP::.·=~='=· >=t ·=~=~=-D_A_r_E _ _.,
(SIGNED) '::E~D BY: J UNDERSTAND THAT lHE CHECK OF PROJECT DRAWINGS AND SPEC/FICAT10N$ BY THE
-'" CITY OF CARLSBAD DOES NOT REL/£~ ME, AS ENGINEER OF WORK, OF MY RESPONSIBIL/TTES
FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSUL TAN TS ----------------ADDR£55: __ 7___c0-'--1 ----'B'--'--$ TR'-'-=E E=-T.'-'--, ----'$.cc.-U_,IT'E_B_OO _____ _
CITY. STATE: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 235-6471
BY: ~ )-:;.Q "A...
GREGORY M. sHIUDS
R.C.E. N0. _____ 4_2-'--95_1 ________ _
REG/STRATTON EXPIRATTON DAT£: __ 03~'/,_J~1/i_0_4 __ _
No. 42951
Exp. 03-31-04
PR.omcrDF.SIGN CONSULTANTS
l'IANNINO • ~ t llNOINBmUNo • StIIMIY'IOPS
701 B Stree~ Suite 800. San Diego. CA 92101
619-235-6471 FAX 619-234-0)49
GREGOO.Y tL SHIELDS. R.C.E. 4-295
~~
RECOMMENDED BY: a-t@pf€1Z.., Wffil"~tJ (~ Q.Q ..,@=
(PRINT NAME) INSPECTOR
Dz.los /ux,J
DATE
I SH1EET I CITY OF CARLSBAD ~====:===::============================:====:====:====:===~ ENGINEERING DEPARTMENT
I SHgTS I
NGINEER Of' WORK REVISION DESCRIPTION
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 10
EXPIRE~ ;2-31-0, I '#:ffl¥ . ,
DRAWING NO.
413-1A
J.N. 2401.6
050604
C ~
....... G)
0 ,1:::i,--(0
_.
w I _.
)>
GRADING NOTES:
(IN AOOlnON TO n--1£ REQUIREMENTS Or CHAPTER 15. 1/J Or n--1£
CARLSBAD MUNICIPAL COO£.)
1, THIS PLAN SUPtRSfDES ALL OTHf:R PLANS PREVIOUS!. Y APPROW BY THE CITY OF
CARLSBAO REGARDING GRADING SHO'MI ON IHIS S£T OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSfN OR WAI\,£ Af/Y PORTION OF THE CARLSBAD
MUNICIPAL COO(, RESOt.UT10N OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LIS1f0 HE/lfON AS THEY MAY PE:RTAIN TO THIS PROJF:CT. THE
ENGINE£R IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WH[N NON-CONFORMANCE
IS OISC0\£/1£0.
J. CITY APPROVAL OF PLANS DOES NOT RfLIE\£ THE DE\lfl.OPER OR ENGINEER-OF-WORK
FROM RESPONS/8/IJTY' FOR THE CORR£CT10N OF ERRORS ANO OMISSIONS DISCO\£RED DURING
CONS1RUCT10N. ALL PLAN REVISIONS SHALL 8£ P/IOMPllY SUBMIT7c0 TO ll-/£ CITY £NG/NEER
FOR APPROVAi.
4. A RIGHT-Of-WAY PffiMIT FROM ll-/£ CITY ENG/NE[R .WLL 8£ REQUIRED FOR AflY WORK IN
ll-/£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A CERTIF/CAT£ OF INSURANCE
MUST BC FILED NAMING TH£ CITY Of CARLSBAD AS AN ADDITIONAL INSURED ON TH£
PERMlmE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR £/ICH OCCURRENCE: OF
LJA8/IJTY. THE INSURAflCE COMPANY 'lrRIT1NG THE POLICY MUST HA\£ A RATING OF •11• AND
A SIZE CA 1cGORY OF CLASS V AS ESTABLISHED er 'ersTS· KEY RA TING GUIDE.
5. UNLESS EXOIP1f0 BY SECTION J01.(b)5 OF THE UNIFORM BUILDING coot:, RETAINING WALLS
OUTS/VE Of PUBLIC RIGHT Of WAY REQUIRE: SfPARAT£ PERMITS FROM THE BUILVING
VEPARTM£NT.
5. NO WORK SIALL COMMENCE: UN71L ALL PERMl1S HA\£ 8ITN OBTAINEO FROM THE CITY Af/0
Oll-/£R APPROPRIAT£ AGENCIES
7. APPROVAL OF THESE PLANS BY THE CITY ENGINE£R VOES NOT AUll-/ORfZE ANY WORK OR
GRADING TO 8£ PE:RFORMEO UNTIi. THE PROPERTY QY,NER'S PERMISSION HAS 8ITN OBTAINED
Af/0 A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL 8£ MAD£ TO THESE PLANS Mll-/OUT mr 'MIIT1cN APPROVAL OF ll-/E
CITY ENGINEER, N01f0 MmlN mE REVISION BLOCK, ON ll-/£ APPROPRIA T£ SHEET OF ll-/£
PLANS Af/0 mr T1 ll£ SHEET.
9. ORIGINAL DRA MNGS SHALL BECOME THE Pl?OPERTY OF THE CITY UPON BEING SIGNED er THE
CITY £NG/NEER.
10. mE ORIGINAL DRAWING SHALL 8£ REV/Sf/) TO RUl.ECT AS-BUILT CONDIT10NS er mr
ENGINEER-Of-WORK PRIOR TO FINAL ACCEPT NICE OF mr WORK BY THE Cl TY.
11. ACCESS FOR FIRE Af/D Oll-/£R EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO mr PROJF:CT
SIT£ AT ALL TIMES DURING CONS1RUCT10N.
12. WHERE 1RENCHES ARE Mm/N CITY EASEMENTS, A SOILS REPORT COMPRIS£D OF: (A)
SUMMARY SHEET, (8) LABORATORY WORK SHUTS AND (C) COMPACT10N CUR\IES. SHALL 8£
SU8MIT1fD BY A PROffSSIONAL ENGINEER OF ll-/£ STA TE Of CALIFORNIA, PR/NC/PALLY 00/NG
BUSINESS IN ll-/£ FIEI.D OF APPLIED SOILS MECHAf/lCS. ll-1£ SOILS REPORT MLL 8£
SUBMIT1fD TO ll-/£ CITY ENGINEER/NG INSPECTOR 'MmlN 00 (2) WORKING DAYS Of THE
COMPLE7JON OF FIEI.D TESTS.
1J. A SOILS COMPAC7JON REPORT ANO COMPUANC£ \£RIFICA T10N REGARDING ADHERENCE: TO
RECOMMENDA T10NS OUll/NED IN me SOILS REPORT IS REQUIRED PRIOR TO mE ISSUANCE
OF A BUILDING PERMIT. ALL CON1ROI.LED GRADING SIALL 8£ DONE UNVER ll-/£ DIREC7JON
OF A PROFESSIONAL ENGINEER Of mr STAT£ Of CALJFORNIA PRINCIPALLY ()0/NG BUSINESS
IN m£ FIEUJ Of APPLIED SOILS MECHANICS. ALL FILL OR FUTURE: FILL AREAS SHALL 8£
CONS1RUC1fD IN ACCORDAf/CE 'Mnl me CITY Of CARLSBAD STANDARD SPECIF/CA 7JONS AND
11-1£ "EARmWORK SPEC/FICA T10NS• A TTACHEO TO THE PRfL/MINARY SOILS /N1,£ST1GA T10N.
DAIi.. Y FIEI.D COMPACTION REPORTS MU 8£ SUBMIT1f0 TO mr PRO.£CT INSPECTOR.
14. A PllfCO('ISTRUCVON MEETII/G SHALL B£ HUD AT 7Hf SITE PRIOR TO 1Hf BEGINNING Of
WORK Af/D SHALL 8£ A T1fNDED BY ALL REPRESENTA 71\IES RESPONSIBLE FOR CONS1RUCT10N.
INSPECT10N. SUPERVISION, 1fST1NG AND ALL omER ASPECTS OF THE WORK, ll-/£
CON1RACTOR SHALL SCHEDULE ll-/£ MEETING mROUGH ll-/£ PERMIT CLERK (760-602-2780
EXT. 7302) AT LEAST Fl\,r (5) WORKING DAYS PRIOR TO STAR7JNG CONS1RUCT10N.
APPRO\IED DRAMNGS MUST 8£ AVAILABLE: PRIOR TO SCHEDULING. mE GRADING PERMIT MLL
8£ PRO\IIDEO BY ll-/£ PROJF:CT INSPECTOR AT ll-/£ MEETING.
I 5. All INSPECTION RfQUEST5 011-IER liAN FOR PR£CONSTl?IJCT10N MfETING f',!l,L BE MADE BY
CAWNG ll-lE: ENGINEER/NG 24 HOUR INSPECTION REQUEST UN£ At (760) ~38-3891.
INSP[COOH 8EQU£STS MUST B£ RECEf'tfD PRIOR TO 2: OQ P.M. ojj 1Hf DAY BfEORC 1Hf
INSPECT10N IS NEEVED. INSPECTIONS WILL 8£ MADE ll-/E NEXT WORK DAY UNLESS YOU
REQUEST 011-IERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO (2)
FULL WORK DAYS LA 1fR.
16. mr OM-IER AflD/OR APPLICANT ll-/ROUGH ll-/£ DE\lfl.OPER AND/OR CON1RACTOR SHALL
DESIGN, CONS1RUCT Af/0 MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, ANO SHALL
8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAi, STAT£ AND FEV[RAL SAff.TY AND
HEAL rn STANDARDS. LA l'IS Af/0 REGULA T10NS.
17. T1-i£ CONIRACmR SHAU CONFOR!I TO LABOR COD£ SECTJON 6705 8Y Sl/81.1/mNG A DETAIL
PLAN TO THE CITY' ENGINEER AND/OR CONCtRNED AGENCY SHOWING mE DESIGN OF
SHORING, BRACING ~OPING OR 011-IER PROVISIONS TO 8£ MAD£ OF WORKER PR01fC7JON
FROM ll-/C HAZARD Of CAVING GROUND DURING THE £XCAVA T10N Of SUCH TRENCH OR
1RENCHES OR DURING me PIP£ INSTALLA T10N 11-IERE/N. mis PLAN MUST BE PREPARED FOR
ALL 1RENCHES Fl\£ FEET (5') OR MOR£ IN DEPTH AND APPROW BY ll-/£ CITY £NG/NEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVA T10N. If /Hf PLAN VAR/fS FROM /Hf
S/ORING S\'Sro,I STANDARDS ESTABUSHED BY 1Hf CQNSTRUCVON SAFfTY QRDfRS, T11lE 8
CALIFORNIA ADMINIS1RAVv£ COOE'. Vil PLAN SHALL BE PREPARfD BY A REGISTffiED
£NG/NEER AT mE CON1RACTORS EXP£NSf. A COPY Of ll-/£ OSHA EXCAVA T10N PERMIT MUST
8£ SUBMIT1f0 TO ll-/£ INSPECTOR PRIOR TO £XCA VA 7JON.
18. NO BLAS7JNG SHALL 8£ PERFORMED UNTIL A VALID BI.AST1NG PERMIT HAS BEEN OBTAINED
FROM me CITY Of CARLSBAD. SUBMIT APPL/CA T10N FOR BI.AS7JNG PERMIT I\UL IN AVVANCE
Of THE SCHEDULING OF 81.AS7JNG OPERA 7JONS.
19. IF Af/Y ARCHAEOLOGICAL RESOURCES ARE DISCO\£RED 'l,lm/N ANY WORK AREA VURING
CONS1RUCT10N, OPE:RA T10NS l\ft.L CEASE IMMEDIA Ta Y, AND ll-/£ PE:RM/T7c£ MLL N07JFY ll-/£
CITY' ENGINEER. OPERATIONS l\ft.L NOT RESTART UN71L ll-/£ PERMIT7c£ HAS RECEI\IEO
'MIITTEN AUmORITY FROM THE CITY £NG/NEER TO 00 SO.
20. ALL OPERA T10NS CONDUC1f0 ON ll-/£ SIT£ OR ADJACENT mERETO, INCLUDING WARMING UP,
REPAIR, ARRIVAL. DEPAR7UR£ OR OPERA 7JON Of 1RUCKS. EARTHMOVING EQUIPMENT,
CONS1RUC7JON EQUIPMENT Af/0 Af/Y OmER ASSOCIA 1fD GRADING EQUIPMENT SHALL 8£
LIM/ 1f0 TO THE PERIOD BET'lrffN 7: 00 A.M. Af/0 SUNSET £/ICH DAY, MONDAY mRU FRIDAY
Af/D NO E:ARTHMOVING DR GRADING OPERA 7JONS SHALL BE CONDUC1f0 ON 'MIKENDS OR
HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT m£ ENGINEER/NG DEPARTMENT
COUNTER.)
T \Eogr\2107\PAW\grd\240710grd02dwg 02/oB/2004 08: 12:57 AM PST
GRADING NOTES (cont.)
21. All ITT-SITE ffAUL ROUIES SHALL BE SU8MIT7ED BY IHE CONfflACTOR TO THE Cf['( ENGINEER FOR APPROVAL TWO (2) FULL 'NORK/1/G DAY$ PRIOR
TO fJfGINNING OF WORK.
22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WAS!! MATERIAL SHALL BE DEPOS/1fD AT, A SITE APPRO\£D BY THE CITY ENGINEER. ll-/E:
CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DffiRIS OR DAMAGE OCCURRING ALONG THE HAUL ROU1fS OR ADJACENT S1REETS AS A RfSUL T OF
Vil GRAWNG OPERA 1ION.
2J. BRUSH SHALL 8£ REMOVED ONLY 'Mm/N mE AREA TO BE GRADED. NO 1REES ARE TO BE REMO\£D UNLESS SPECIFICALLY N01fD ON ll-/E PLAN.
24. ALL AR£AS SHALL 8£ GRADED TO DRAIN. GRADING RESUL 7JNG IN mr PONDING OF WA 1fR IS NOT PERMIT7fD. ALL EARmEN SWALES AND DITCHES
SHALL HA VE A MINIMUM ONE PERCENT SLOPE.
25. mESE PLANS ARE: SUB.£CT TO A SIGNED AND APPRO\IED SET Of EROSION CONTROL PLANS. EROSION CON1ROL SHALL BE AS SHOY,N AND AS
APPROW BY m£ CITY ENGINEER OR AS DIREC1fD BY 111£ PRO.£CT INSPECTOR.
26. ALL SLOPES SHALL 8£ 1R/MMEO TO A FINISH GRAD£ TO PROOUCE A UNIFORM SURFACE AND CROSS SECTION. ll-/E SITE SHALL fl£ LEFT IN A NEAT
AND ORDERt. Y CONDITION. ALL STONES. ROOTS OR OmER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPRO\IED OF BY ll-/£ CITY
ENGINEER.
27. ALL ~OPES SHALL 8£ IRRIGATED, STABILIZED, PLAN1f0 AND/OR HYDROSffDED 'MT1-IIN TEN (10) DAYS OF ll-/£ 7JM£ WHEN EACH ~OPE IS BROUGHT
TO GRADE AS SHO'MI ON ll-/£ APPRO\IED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL ~OPES AND PADS AS REQUIRED BY ll-/£ CITY Of CARLSBAD LANDSCAPE MANUAi, 11-IE
LANDSCAPING PLANS FOR mis PROJF:CT, DRAWING NO. 41J-1L. ANV/OR AS VIREC1f0 BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. mr OM-IER/APPUCAflT SHALL INSURE mAT ALL CON1RACTORS SHALL COORVINAT£ ll-/£ WORK Of ll-/ESE GRADING PLANS MTH mAT SHOM-1 ON
BOTH ll-/£ LANDSCAPE: Af/D /RR/GA T10N PLANS AND mr (MPRO\IEMENT PLANS AS REQUIRED FOR ll-/lS WORK IN ACCORDANCE .wm ll-/£ LANDSCAPE:
MN/UAL 771,1£ REQUIREMENTS.
JO. STORM VRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE Mm A MINIMUM 0-LOAD OF 1,350 OR ASBESTOS CEMENT PIPE Mm A MIN/MUii 0-LOAD
Of 2,000. FOR PR/VAT£ STORM VRAINS. PIPES UP TO 15' PVC MAY 8£ UT1/JZED PRO\IID£D DEPm IS LESS ll-/AN 15 FEET AND BACKFILLED Mil-/
J/4" ROCK PER SIJRSO S-4 TYPE 'C' AND PIPE MEETS ASIJ.I STANDARV J034 FOR SOR JS SOI.ID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO 8£ ABAf/DONED AS A RESULT OF mE GRADING OPERA T10N, IT SHALL 8£ REMO\IED Mm/N TWENTY FUT OF
BUILDING OR S1R£ET AREAS ANO REPLACED Mm PROPERL y COMPACTED SOILS. IN Oll-/ER ARE:AS. ll-/E PIPE MLL et: PLUGGED 'Mm CONCRETE OR
REMO\IED AS APPRO\£D BY ll-/£ CITY ENGINEER.
J2. THE CON1RACTOR SHALL \£RIFY me LOCA T10N Of ALL EXISTING FACIIJ7JES (ABO\£ GROUND AND UNDER GROUND) 'l,ITH/N THE PROJECT SITE
sumCIENll Y AH£AD Of GRADING TO PERMIT THE REVISION Of ll-/£ GRADING PLANS IF IT IS FOUND ll-/AT THE ACTUAL LOCA T10NS ARE IN CONFLICT
Mm mt: PROPOSED WORK.
3J. THE CON1RACTOR SHALL NOTIFY AFFEC1fD UTILITY COMPANIES (SEE Bfl.OW) AT LEAST 00 (2) FULL WORKING OA YS PRIOR TO STAR7JNG GRADING
NE:AR mEIR FACIIJ7J£S ANO SHALL COORDINATE ll-/£ WORK Mm A COMPANY REPRESENTA 7J\£.
CITY Of CARLSBAD (smEETS & STORM DRAIN)
UNVERGROUND SERVICE ALERT
CITY OF CARLSBAD (SEllffi, WATER & RECLA/MEI) WA 1fR)
SOC&£
SBC
LEUCADIA COUNTY WA 1fR DIS1RICT
ADEIYHIA CABLE\IISION
<X.l\£NHAIN MUNICIPAL WATER OIS1RICT
34. PERMIT COMPLJANCE REQUIREMENTS:
(760) 602-2720
1-800-422-4133
(760) 438-2722
(760) 438-6200
1-800-422-41:JJ
(760) 753-0155
(760) 438-5241
(760) 753-6466
A. FOR CON1ROI..LED GRADING-mr APPLJCAflT HIRES ,4 CIVIL ENGINEER, SOILS ENGINEER. AND/OR GEOLOGIST TO GI\£
1cCHNICAL ADVICE. OBSERVE ANO CON1ROL ll-/£ WORK IN PROGRESS {15.16.120A.8./ CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRAVING PERMIT-THE FCUOWING REPORTS MUST 8£ SU8MIT1fD TO ll-/E CITY ENG/NITR
\/IA ll-/£ PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL COVE;
(1) FINAL REPORT BY SUP[RVIS/NG GRAVING ENGINEER STA 7JNG ALL GRADING IS COMPLETE. ALL [ROS/ON CONTRO!, SLOPE
PLANTING ANO /RR/GA T10N ARE INSTALLEO IN CONFORMANCE .wm CITY COO£ AND ll-/£ APPRO\IED PLANS (OBTAIN
SAMPLE Of COM?t/ANCE LEm:R FROM CITY [NG/NEER DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM ll-/£ SOILS ENGINEER. WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACIT1ES. A STA 1cMENT AS TO
mE EXPANSIVE QUALITY OF ll-/£ SOI!, AND SUMMARIES Of Flfl.D AND LA80RA TORY 1cSTS. ll-/£ REPORT SHALL ALSO
/NCLUVE A STATEMENT BY ll-/C SOILS ENGINECR mAT THE GRADING WAS DONE IN ACCORDANCE MTH ll-/E
REQUIREMENTS AND RECOMMENDA T10NS OUll/NEO IN ll-/£ PRfl.lMINARY SOILS REPORT AND ANY SUPPLEMENTS
mERETO,
(4) REPORT 'MTH AS-BUILT GEOLOGIC PLAN. IF RtQUIRED BY mr CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJF:CT IS ISSUED 'Mm/N ONE (1) 'fEAR AFTER ll-/£ CITY ENGINEER'S APPROVAL. mESE PLANS MAY BE
REQU/REO TO BE RESUBMIT7c0 FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK.
J6. 11-1£ SOILS REPORT 7JllEO 'SUPPLEMENTAL GEOTECHNICAL IN\IEST1GA7JON FOR MASS GRADING. BRESSI RANCH, CARLSBAD, CA' PREPARED BY:
LEIGHTON & ASSOC/AlfS. INC. DA1fD: MARCH 14. 2001 AND "UPDATE LET1fR DA1f0 JULY 16. 2003' SHALL BE CONSIDERED AS A PART Of ll-/lS
GRADING PLAN. ALL GRADING SHALL 8£ DONE IN ACCORDANCE 'Mm ll-/E RECOMMENDA 7JONS AND SPECIF/CA 7JONS CONTAINED IN SAID SOIL REPORTS.
60'
,. , 'l.1(MIN. 1 X S 'ALE
0 M/N,7 7 I
-~.-------+-+---'r~..1---
10' MIN.-
70' 7 3/ MIN. IX S 'ALE
(r . '-'-\ I ~-..--1--U-----.-
• j REARYARD
l RET. WALL _ S£TBACK
' ~
I (r----.-, --..-1--1+---r-
RET. WALL-, REARYARD
] 20:r LOT
I ' WIDT1-I -,.__10:r LOT WIDTH ~ I l l (S' MIN.)
l l
l: I l
10X LOT WIVm-.., -10:J LOT WIDTH-I-> f4-
(S' MIN.) I l
-1.l_R.O-.W. j_JLJ: ... ~-==-== :.!!O.'::l_lf-~-l~-l'-/....L~...1..-
8' MIN. ' ~~"""----1----!----
PORCH SETBACK
(5' MIN.) I l
:i l
CURB & GUTTER R.O.W. ---STREET SLOPE 8' MIN. f
SETBACK l 20X LOT
IWOTH -o-10X LOT WIDTH
l (5' MIN.)
5• MIN.-i -
l
I ~l~ / ~ -'
PORCH S£TBACK CURB & GUT1fR -.....__
-+-..._ '~~R=5' (TYP)
PLANNING AREA 10 S1RITT SLOPE
TYPICAL LOT DRAINAGE:
NO SCALE
HYDROLOGY REPORT
HYDROLOGY/HYDRAULIC S7UVY FOR THIS PROJECT HAS BE[N PREPARED BY PROJECT
DESIGN CONSULTANTS. mt: REPORT IS T11lED 'DRAINAGE STUDY FOR BRESSI RANCH.
PLANNING AREAS 6-10 & 12.'
AIR QUALITY NOTES
1. ALL GRADING SHALL BE DONE IN COMPUANCE MTH SDAPCD AND CARB
STANDARDS ANO REQUIREMENTS AND DUST CONTROL STANDARVS IN 7Jll£
24 Of ll-/£ CALIFORNIA ADMINIS1RA 7JON CODE.
2. WA IERING OF THE GRADING SITE SHALL TAKE PLACE BEFORE AND DURING
GRADING OPERA 7JON TO MINIMIZE DUST GENERA 7JON. A WATER 1RUCK SHALL
8£ REQUIRED TO BE ON Sl1f AT ALL 7JMES TO ll-/£ SA T1SFACT10N OF THE
CITY ENGINEER.
R/W I 60'
30'
R/W
JO' I
I I IJ' 1J' !
I
I
,. ,·
I
I
I
I
I
I
I 2-" »i
...... -..... -· ._ .. --..,.Ji
. ' ±1.5'
''---PROPOSED S1REET SUBGRADE UNDERCUT
PUBLIC PROPOSED LOCAL STREET
AL \IERTON DRJVE. DOGl+OOD ROAD, ARUNDEL A \IENU£
LISMORE PLACE, TOPIARY S1RUT, GARDEN HOUSE ROAD
TYPICAL SEC T10N
NO SCALE
R/W 47.50' R/lr ! JO' I 17.50' I
''---PROPOSEO STREET SUBGRADE UNDERCUT
PUBI...JC PROPOSED LOCAL STREET
ARBOR ROSE DR/\£ ------STA. 2+54.34 TO 8+64.86
TYPICAL SECTION
NO SCALE
SPECIAL NOTES
11-1£ FCUOWING NOTES ARE PROVIDED TO G/\IE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF" WORK. 11-1£ CITY ENGINEERS
SIGNA 7UR£ ON ll-/ESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF 11-1[5£ N01fS AND 11-1£ CITY WILL NOT 8£ RESPONSIBLE:
FOR 11-IEIR ENFORCEMENT.
1. ll-/E LOCATION Of EXISTING U7JL/7JES AR£ BASED ON AVAILABLE RECORD /NFORMA T10N. CON1RACTOR SHALL \£Fl/FY TH£ LOCA 7JON
AND fl.EVA 7JON OF ALL EXIS7JNG FACIL/7JES (ABO\IEGROUND AND UNDERGROUND) 'Mm/N ll-/£ PROJF:CT SITE. 11-IIS WORK SHALL 8£
PERFORMED SUFFICIENll Y AH£AD Of CONSTRUCTION TO PERMIT CITY APPROVAL REVISIONS TO ll-/£ CONS1RUCT10N PLANS IF ACTUAL
LOCA T10NS AR£ FOUND TO 8£ IN CONFllCT Mm mr PROPOSED WORK. CON1RACTOR SHALL N07JFY ENGINE£R Of WORK OF Af/Y
CONA.ICTS OR ANY 011-IER UT1LIT1ES ENCOUNTffiED PRIOR TO PROCEEDING Wlm CONSTRUC7JON.
2. A T7cNT10N IS CALLED TO 11-1£ POSSIBLE: EXISTENCE OF OTHER UTILITY FACIIJT1ES OR S1RUC7URES NOT SHO'l,N OR IN A LOCA T10N
DIFFE:RENT FROM THAT SHO'MI ON me PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PR01fCT ll-/£ UTILITY
LJNES SHOM-1 AND ANY OTHf:R LINES NOT OF RECORD OR NOT SHOWN ON ll-/ESE PLANS. ANY PAVEMENT OR Oll-/ER EXISTING
SURFACE IMPRO\IEMENTS DAMAGED BY CON1RACTOR SHALL 8£ REPLACED AS REQUIRED BY 11-1£ CITY Of CARLSBAD ENGINEER/NG
DEPARTMENT.
J. SAFETY PRECAUTIONS AND ADEQUATE BARRICADING TO 8£ IN FORCE BY THE CON1RACTOR AT ALL TIMES NEJT1-IER ll-/£ OM-IER NOR
11-IE ENGINEER Of WORK MU ENFORCE: SAFETY M£ASURES OR REGULA T10NS. THE CON1RACTOR SHALL DESIGN, CONS1RUCT, Af/D
MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL 8£ SOI.fl. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi, STA TE
AND FEDERAL SAFETY AND Ht.Alm STANDARVS. LAI\S AND REGULATIONS.
4. ALL LENGTHS Af/D DISTANCES FOR IMPROVEMENTS SHOWN ON ll-/ESE PLANS ARE MEASURED IN A HORIZONTAL PLANE.
5. THE DISPOSAL Of ANY ASBESTOS CEMENT PIPE SHALL BE: IN COMPLIANCE WITH ALL CURRENT LOCAL. STA TE Af/D FEDERAL
REGULA 7JONS.
6. THE 'WORK TO BE OONE' SECTION ON m,s SHUT LJSTS ll-/£ STANDARD SPEC/FICAT10NS AND DRAWINGS r,/S£D DURING TH£
IMPROVEMENT PLAN / GRADING PLAN DESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE: Wlm ll-/£ CURRENT EDITIONS
Of THE STAflDARO SPECIFICAT10NS Af/D DRAWINGS IN EHECT ON ll-/£ DAT£ Of 11-1£ SIGNA7UR£ BY ll-/£ ENGINEER OF WORK.
7. IF 11-1£ IMPRO\IEMENTS SHO'MI ON 11-IIS PLAN HA\£ NOT BEEN CONS1RUCTED AN() ACCEP1fD BY ll-/£ CITY 'l,lll-/lN TWO (2) YEARS
Of mE DA TE Of PLAN APPROVAL BY 11-1£ CITY ENGINEER, ll-/ESE PLANS I\ILL 8£ SUBJF:CT TO REVIEW BY THE CITY'S ENGINEER/NG
DIVISION FOR CONFORMANCE MTH CURRENT CITY STANDARDS. POI.IC/ES AND/OR ADDITIONAL REQUIREMENTS.
8. AN AS-BUILT VRA WING SHALL BE SUBMIT1fD FOR ALL PROJF:CT IMPRO\IEMENTS PRIOR TO ACCEPTANCE OF SAID IMPRO\IEMENTS.
9. TH£ t:NGINEER-OF-WORK SHALL 8£ NOTIFIED Wf-lEN CONS1RUC7JON COMMENCES.
10. 11-1£ CONTRACTOR SHALL OBTAIN AN EXCA VA T10N PtRMIT FROM THE DIVISION Of INOUS1R/AL SAFETY BEFORE: ANY EXCAVATION Af/D
PROVIDE PROOF OF OSHA NOT1FICA T10NS ANO SHALL ADHERE TO ALL PROVISIONS OF 11-1£ STA TE Of CALIFORNIA CONS1RUC7JON
SAFETY ORDERS.
11. IMPORTED FILL }MID?IAL SHALL BE OBTAINED FRO/I A LEGAL SITE.
12. ALL CUT AND FILL SLOPES SHALL 8£ PLAN1f0 wm A MIXTURE OF 1RITS. SHRUBS. Af/D GROUND CO\£R TO CONTROi. EROSION.
SI.OPE LANDSCAPING SHALL BE INSTALLED FOR PERPE7UAL MAINTENANCE Of 11-1£ PLANT LIFE US£0 FOR SLOPE STAB/LIZA T10N.
13. DUST CONTROL MEASURES. SUCH AS THE PER/00/C WETT1NG DOWN Of mr BARE Af/D EXPOSED AREAS. SHALL BE UTIUZEO AT ALL
7JMES VUR/NG CONSffiUCT10N TO THE SA7JSFACT10N Of THE PUBUC WORKS AND/OR BUILDING INSPt:CTORS.
14. ALL MAJORS SLOPES SHALL 8£ ROUNDED INTO EXIS7JNG SLOPES TO PROOUCE: A CONTOURED TRANSl7JON FROM CUT OR FILL FACES
TO NATURAL GROUND ANO A8UTT1NG CUT OR FILL ~OPES.
15. 11-IE CON1RACTOR AGREES ll-/AT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR J08 SITE CONDITIONS DURING ll-/£
COURSE Of CONSTRUCTION Of 11-IIS PRO.£CT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
APP!.Y CONTINUALLY AND NOT Bt: IJMl1fD TO NORMAL WORKING HOURS. THE CON1RACTOR SHALL DEFEND, INDEMNITY' Af/D HOCO
11-1£ O'MIER, me: ENGINEER AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Wlm THE
PERFORMANCE Of WORK ON ll-/lS PROJF:CT EXCEP7JNG FOR LIABILITY' ARISING FROM me SOI.£ NEGLIGENCE OF ll-/£ OWNER.
ENGINEER OR CITY.
16. ALL EXISTING FEA7URES ANO STRUC7URES IN CONFLICT wm ll-/[5£ PLANS SHALL 8£ Rfl.OCA1fD OR REMO\IEO AT ll-/£
CONTRACTOR'S EXPENSE. MANHOLES SHALL 8£ ADJJS1f0 TO FINISHED GRADE.
17. MINIMUM 90X COMPAC7JON IS REQUIRED IN ALL ON-S11f FILL AR£AS MTH A MINIMUM Of 95X COMPACTION SIX INCHES (6•) BELOW
SUBGRADE.
18. ALL PRO.£CT IMPRO\IEMENTS SHO'MI ON 11-IESE IMPRO\IEMENT PLANS SHALL 8£ CONS1RUC1f0 TO THE SA 7JSFACTION OF m£
PUBLIC WORKS DIRECTOR PRIOR TO ACCEPTANCE.
19. NO PR/VAT£ /RR/GATTON MAINS OR CONTROi. VAL\£S SHALL 8£ ALLOltED W1mlN ll-/£ PUBLIC RIGHT-OF-WAY.
20. 11-1£ CON1RACTOR SHALL 8£ RESPONSIBLE FOR ll-/£ INSTALLA 7JON, Rfl.OCA T10N OR REPLACEMENT Of ALL STRIPING, SIGNING OR
TRAFFIC DE1fCTOR LOOPS AS REQUIRED BY ll-/t: PUBLIC WORKS DIRECTOR.
21. A TRAFFIC CONTROL PLAN, INCLUDING ll-/E LAYOUT Of CONSTRUCTION WARNING AND DETOUR SIGNS. SHALL BE SU8MIT1fD TO mr
PUBLIC WORKS DEPARTMENT FOR APPROVAL A MIN/MUii OF 72 HOURS PRIOR TO THE COMMENCEMENT Of CONSTRUC7JON.
22. FOR S1RUT TREES. IRRIGATION Af/0 LANDSCAPING IN PUBLIC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAG£, SE£ ll-1£
APPROPRIAT£ LANDSCAPE: AND IRRIGATION PLANS OM;. NO, XXX-1K.
2J. ll-lt EXCAVATOR SHALL CAREFULLY HAflD DIG Mm/N 2-FEET Of THE NA 7URAL GAS 1RANSMISSION LINE.
24. NO POWER OPERA 1fD EQUIPMENT SHALL BE ALLOI\E'D WIT1-IIN 2-FEET Of ANY POR7JON OF 11-1£ NATURAL GAS TRANSMISSION UN£.
25. IF ANY CONTACT OF 11-IE PIPE IS MADE, £\£EN IF 11-IERE IS NO VISIBLE DAMAG£, mE CONTACT AREA MUST 8£ IMMEDIATELY INSPECTED
BY AN SDG&E 'ltW)/NG INSPECTOR. mis MAY SIGNIFICANllY DEl.AY YOUR JOB IF SIORING OR omER SAFETY PRECAUTIONS AR[ NEEOED
TO ALLOW ll-/£ INSPE:CT10N.
26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800) 227-2600.
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRET£ IN A STANDARD SURVEY flEU ON
ON CEN1fRLINE Of fl. CAMINO REAL
LOCATION: COUNTY Of SAN DIEGO BENCHMARK DESIGNATION NO. F/1800 288+89£C
fl.EVA T10N: Jlt.407 M.S.L DATUM: _ ___:_:N.:.::G.:..:.V.:.::D,_. :c,29:...._ __ _
PRIVATE CONTRACT
RCE -f315/ EXP.
t---t-~---+-------------l---+--+--+---l I SH2EET I CITY OF CARLSBAD I SHE9ETS I
::==:=:'._..'::::=:=EN=G=IN:::E:::ER:::IN=G=:DEP:::::::AR:::lM:::::::EN:::T:==::....':::=:~
t----------------t---t----J-----j-· · GRADING AND EROSION CONlROL PLANS FOR:
PRomcrDF.SiaNCoNSULTANTS BRESSI RANCH
PLANNING AREA 10 ---- ----f--,
PLINNINO • .l!NYDuiMBNTAL • llNaiNBERJNo • SUIM!YIOl\!I
70 I D Street. Suite 800, San Diego. CA 92 IO 1 I---------
619-235-6471 FAX 619-234-0349 I APPROVED: LLOYD B. HUBS~ .1¥: ~RES 12-31-051
10-10·0~ roe, .AS· w11,r . ~ii«. ~~INEER -~ ... _..,~,/\~~"'---_
rGREiiREGIGOR~YflM.rsfiSHliaEIJJ!,~RCC:.C-"!:°E.4'42!9l951r--cD~ATE!RREEGGISisiTRARATICTIONHliD!OCSl:siGNlNiEDTT1PPiiY-nsum-R\O~~~~~~-i-~~~'--------------l---l--_:L _ _(__ __ J
..... ·--t---+----------------+------1----+----1--
i,.__ fl • \... EXPIRES 0J-J1-a. •~ RE',1Elt RE',101 DA TE INITIAL DA TE INITIAL DA TE INITIAL OWN BY: ~ PROJECT NO.
~-.,·.,_,-/~= 2-·LO·O'f NGINEER ~ WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL 2~ ~~\~ :T 02-14(5'
DRAWING NO.
411-3A
J.N 2407. IO
. 'j
I
050604
C ~
I\) G')
9. ~
<D ..... w
I .....
l>
\
\
'
\ ~ "' o. -C..\
\
BENCHMARK
DESCRIPllON: BRASS 0/SK IN CONCRfll IN A STANDARD SURVfY v.£l.L ON
ON CENT[RLJN! Of El CAMINO REAL
\ \
~I!:
"' "' ~~
LOCA nON: COUNTY Of SAN DIEGO BENCHMARK DfSIGNA nON NO. R1800 288+89EC
ELEVA noN: -;J;--;11.~40;;:l'M;-;-_--;;:5_-;-L------=0A-;:1U=:1.t;-;·-__ ----"-,N'-'--=.a.;:;v:.o:. :29:=======
T,\EnQr\2407\P~IO\griJ\2407 !Ogrci03 :lwg 0!/28/20C4 10 26,06 AM PST
VJ, 0.1.5 , ,t. I{ ..: .8
0 -r £1,C 4+10.00
'i'-ci Jtl.2r.;-
f'0 "' 8 -----3
0 20
152.10'
®Lill
l
152.10'
~~ C)
\~ ... : -A <i C) -~..:
\~~~ @oo
~~
1 0
0 PRomcrDESIGN CoNSULTANTS
l'lANNINO • llNYnoalBNTAL • i!NlllNlllllm« t SUllYBYIOl'II
701 B Street. Suite 800. San Diego, CA 92101
619-235-6471 FAX 619-234-0349
R.C.E. +2951 DATE RE~SlRAQ D£SGNED PW EXP1RES 03-31-1)+ ev, RE>!Ot
~ ?..,.tP-~t
SEE SHEET 4
of Ess,
tC IA.
rp ~
No. 42951 /;;
Exp. 03-31-04 !:;J
c1v1\.
OF' CA\.I'
' " \ +t '" \a
'
I .
•-f~ :
' ... ,: !_ .,,-:
V''
:::1 ~,, I ·;:hi
'. __ '._'.~J
t==~===+======================i===±===t===1===1 I SH3EET I CITY OF CARLSBAD I SHE9ETS I 1 ENGINEERING DEPARTMENT
r-------:,.::-A-S-BU_I_L_T'-, ___ __J~===t===t========================t===±===±====i===] ;:;G~R=:::AD;::IN~G-':P~LAN=s~F~OR~: ::==::::==::==:::::::.::::::::!--'=~:::! BRESSI RANCH
fl•t. 'L•07 i-r==t===t==================t==±==±==i==J r.=~~~Pi:;:;lA=::Ni=:=N=.=-Vi~'NG:::::;;A;::R=E=~=,o=====:::! DATE
RCE 1z, ~, EXP OJ· ,1-~8 I
[j~~~~:__~~-====--:---~~10~-~/D~-a;~iF,~~~~1i~;;7r.~-:;_N/j;~:i-;:~-;==;~:~-;:=--===--===--===--===--===--===l~=--==~--=:jt~=--===--=~t~~=~~t~~;~ ~p OVED: LLOYD B. HUBBS~~ ~~,R~TE1~-31-03 I REVIEWED BY: 11111 ,,4 AD" • ~~«-uV4!' ~G, ...... ~ -,
').. u -.£]) Rl,1~11JIN ~ \UhUj , ,ffi 32 ~G!l'll'
( ~Et'£~ ~a -rd_<u~1?r-)( :c~:R OF WORK REVISION DESCRIPTION DATE INITIAL "D...:TE AL 8;';'k'oB~~: oaJ PROJECT NO. DRAWING NO.
OTHER Af'PROVA aTY Af'PROVAL RVWD BY: GY-i T 02-14 5 413-1 A
J.N. 2407.10
'050604
\
\
I
I
I
0 20 40 BO 1 0
T,\Engr\2407\PA1J\grci\24071Jgrci04 Jwg 02/22/2004 08•31 C8 AM 0 ST
I ..... ,
\
GREGa<Y
PR.omcrDF.SIGN CoNSULTANTS
.t'IANNH1 • .llNvJiUolllNTA • lll«llNBl!RING • SUJM!l'JUfS
701 B Street, Suite 800, San Di~go, CA 92101
619-235-6471 FAX 619-234-0349
R.C.E. ~295 DAlE REG1S1AATION DEstGNED PW
ElCPIRES 03--31-04 B'e RE'l!Elt
'l--l.~• d"f
SUR\f:'t
RE\IEit
J.50
~ ~1 JJ0.2 TW ~ ~:ti J26.2 Tr
330.11
. J, ""I~ Tf 3;;)(1.\1 ~ ~I, "< :a!: I t :::,·
~! :::J
d 1d I r 3267 J ~;:!:
.. ,t-,,,'.~ s~:--= r-.: t,'1;~ -J30.2 TW
326.2 Tr
73.50'
\
'°#"( M. Sl-t1
,..; fk) % "
"' <Y ---z. ~ No. 42951 I::;
a: Exp. 03-31-04 .:,,
~ ~ g
j;
8 r-.: --
"AS BUILT"
~ ~ t. 2,. • J
/'JJ ·3'/-l'JS DATE EXP. _c_.:._c,;__c_c=-
~ I
I
' EVC 7+75.00
-354.14--
I
I
I
8VCJ+45~
349.11 \
100.00' 5+83.09~348.6
BENCHMARK
DESCRIPnON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ltfLL ON
ON CENTUILJNE OF El. CAMINO REAL
LOCAnDN: COUNTI' OF SAN DIEGO BENCHMARK DESIGNAnDN NO. R18OO 288+89EC
El.EVA110N: Jlt.407 M.S.L DA TUM: N. G. V.O. 29 --"'='-'=-==----
'
l----lf-----4------------1----l----l----l-----l I SH4EET I CITY OF CARLSBAD I SHEgETS I
~==='-====E=NG:::::l=NE::::E::::R=IN::::G=D::::EP:::=AR=TM=::::E=NT=====-:::====~
DA TE INITIAL
NGINEER CF WORK
A-S-bUtt.:r
A-ADU E1l RtlJIININ (, IN~LlS
REVISION DESCRIPTION
GRADING PLANS FOR:
BRESSI RANCH
PLANNING AREA 10
DA TE INITIAL g:ff<'D B~~: Dfw
OTHER APPROVAL CITY APPROVAL RVWD BY: e#/
PROJECT NO.
T 02-14 5
DRAWING NO.
413-1A
J.N. 2407.10
050604
~ .....
Cu
I .....
)>
•
jjf,
: :,o, 2 I
' '
----------,
o+OO
NUCJB.A~
\
0 20 40 80 f 0
/
----~·--/_ _::_ _
PLANNING AREA f3
PEFI DWG J'IO, -111~3A
--92:79 ----359.1 TW
354.2 TF
63_ 00, ~ , :B Jt. 45 -29M -\
@ ~ 1J.9~
359.1 TW 1.00• J64.2 TF 2+01,11NJ51,65 1111,JJ'
.20' ~
~ :i@
[ 367.0 )
4
-1J'
~-0.84
\t @) ~
\"' ~ \
"1
Fi \~
2J.JJ'
BENCHMARK PR.omcrDFSIGN CONSULTANTS
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVfY m.L ON
ON CENTERUNE OF EL CAMINO REAL
LOCATION: COUNTY Of SAN DIEGO BENCHMARK OES/GNA TION NO. R1800 288+89EC
ELEVATION: Jlt.407 M.S.L DA n.JM: N.G. V.O. 29 --------
l'IANNINO • i1NVnUIYBN'llU. • IINalN!!muNo • SVKV1lYIOPS
701 B Street. Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY , 4295 OAl! RE'lSlRAlllJM DESIGNED PII U EXP1RES 03-JH)I B~
f~&-~ ,~1'7".(J1"'
RE-.ait
T,\Engr\24)7\PA10\;irci\240710grct05 owg 03/1:/2004 0106,34 AM PST
SURVEY
RE'1Ell
ESS
IA. S-t;
"' " a 0, v• ---z. ~ No. 42951 /:;:
<t-Exp. 03-31-04 "'
C/V\\. ~'
OF CALI~
2.
N19"41'29"E-
1J8.25'
RCE 1211,J
!?I !<:ii " I •
.:,
'),, --j
£~'1s' I
WATERPROOFING t:I
(SEE GENERAL NOTES)
VARIES
1' MIN.
PAO ELEV
GRADE TO DRAIN
~,,-1
WATERPROOF/NG !::I
(SEE GENERAL NOTES)
VARIES
1 MIN.
PAO fl£V
12• (MIN.)
WEEP HOLE
(SEE NOTE 5)
PAO ELEV
CL.ASS 2 PERMEABLE AL /ER
MA !ER/AL (SEE GRADATION)
12• (MIN.)
WEEP HOLE
(SEE NOTE 5)
FIL 'ffR FABRIC
(SEE NOTE 4)
4 • PERFORA TEO PIPE
(SEE NOTE J) CONNECT
TO NEAREST DRAIN
OPnoNt
PIP£ SURROUNDED WITH ct.ASS 2
PERME:ABI.E MA TU?IAl
CU.SS 2 FIi. T£R PERM[ABLE MA T£RIAL
GRAOA TION PER CAL TRANS SPEC/RCA TIONS
SIE\£ stZF PERCENT PASSING
PAD fl£V
0PnoN2
1/4 TO 1/2 INCH SIZE GRA\IU
WRAPPED IN FIL 'ffR FABRIC
4• PU?FORA /EO PIPE
(SEE NOTE J) CONNECT
TO NEAREST DRAIN
GRA\IU WIW'PED IN FILTER FABRIC
,. 100
J/4• 90-100 SECTTONA-A
J/8. 40-100
No. 4 25-40
No. 8 18-JJ . . i "-No. JO 5-15
'.(:};~i~ t:.· Jto ~=~
i zia.oo f · J "'" -~ ~~~=G SHoutO BE PROWDED l',f-fER[ MO/SIURE NUISANCE: PROBLDJ
,, Ld,9J.B2? THROUGH THE WAll IS UNDESIRABLE.
,1;19'!14'30' / I • WATERPROOFING OF THE WALLS IS NOT UNDER PURWEW OF TH[ GEOTECHNICAL
. ;,--I ENGINEER.
f ·_: ·.::."..
• ALL ORA/NS SHOULD HA 1£ A GRADIENT OF 1 PERCENT MINIMUM.
,., _;· ',; ·,
• 1 .· • OUll.ET PORTION OF THE SUBORAIN SHOULD HA 1£ A 4-/NCH DIAMETER SOI.ID
PIPE OISCHARGEO INTO A SUITABLE DISPOSAL AREA DES/NG[{) 8Y THE PRO.£CT
N. r.s.
N07FS;
I. SANO SHOULD HA 1£ A SANO EQUIVALENT OF JO OR GRE:A 'ffR ANO MAY BE:
OENSIREO BY WA 'ffR .£mNG.
2. 1 CU. FT. PER FT. OF 1/4 TO 1 1/2 INCH SIZE GRA\IU WRAPPED IN RLTER FABRIC.
J. PIPE TYPE SHOULD BE ASTAI 01527 ACRY!.ONITRILC BUTAO/ENE (ABS) SORJ5 OR
ASTAI 01785 POL YWNY!. CHLORIDE PLASTIC (Pl-t:), SCHEDULE 40, ARMCO A2000 Pvt.
OR APPROl/£0 EQUIVALENT. PIPE SHOULD BE INSTALLED 'MTI-I PERFORATIONS DOWN.
PERFORATIONS SHOULD BE J/8 INCH IN DIAMETER PLACED AT THE ENOS OF A
120-DEGREE ARC IN 00 ROWS AT J-INCH ON CENTER (STAGGERED).
i/ ENGINEER. THE SUBDRAIN PIPE SHoutO 8E ACCESS/81£ FOR MAINTENANCE (RODDING) 4. RLTER FABRIC SHOULD BE MIRAA 140NC OR APPROVED EQIJIVALENT.
l'f_ // • OlHER SUBORAIN BACKRLL OPTIONS ARE SUB.£CT TO THE REWEW BY THE 5. WEEPHCU SHOLII.O BE J-/NCH MINIMUM 0/AME'ffR ANO PROVIDED AT 10-FOOT
''1, GEO TECHNICAL ENGINEER ANO MOO/RCA TION OF DESIGN PARAME/ERS. INT£RVALS. IF fXPOSURE IS PERMITTED, ',\f:EPHOLES SHOULD BE LOCA /EO 12 INCHfS
l 7 r = ,· ABO\£ RNISHEO GRADE. IF EXPOSURE IS NOT PERMITTED SUCH AS FOR A WALL t.,__ ,L_· ;:,~-AOJACE:NT TO A SIDEWALK/CURB, A PIPE UNDER THE SIOEWAI.K TO BE OISCHARG[{)
'-'.'-,t' .. "",--, ~~•-.. THROUGH THE CURB FAG£ OR EQUIVALENT SHOULD BE PROWOEO. FOR A BASEMENT-' -_ _ • • TYPE WALL, A PROPER SUBORAIN OUll.ET SHOULD BE PROWO[O.
I "'--.,, VARIES
~"-11. RETAINING WALL PLANS SHOULD BE REWEf\E'O ANO APPROl,£0 BY GEOTECHNICAL
( I
, mflEV ~
/~ 7. WALLS Ol,£R SIX mr IN HEIGHT ARE SUB.£CT TO A SPEC/Al REWEW BY THE:
I
I
I
I
lf
"AS BUILT"
PAO filV
, T I' II
SECTlONB-8
N. T.S.
---
---
SECTlONC-C
N. T.S.
/ I
/ /
: I
/1
I
GEOlECHN/CAL ENGINEER ANO MOD/RCA TIONS TO THE ABO\£ REQUIREMENTS.
-----
BLADED SWALE PER O il'rl 4
TO BE REMOl,£0
_,,-------310----''------------
WATER QUALITY FEATURE -LOT 424
I --L
I
t----t---+-------------t---+---t----t---1 I SH5EET I CITY OF CARLSBAD I SHE9E1'5 I
ENGINEERING DEP ARTh1ENT ;::::=::::::::'.-=================-==~
DA TE INITIAL
GINEER Of WORK REVISION DESCRIPTION
GRADING PLANS FOR:
BRESSI RANCH
PLANNING AREA 10
EXPIRES 12-31-051 ~~"
DRAWING NO.
413-1A
J.N. 2401.10
'j
•
050604
C :e
01 G)
$. .i::.
<D _..
w
I _..
J>
EROSION CONJRa.. NOTES=
I. IN CASE EMffiGENCY ',!ORI( IS REQUIREO, CONTACT JI,/ URBINA AT (760) n5-7712
(Cfllut.AR) OR KRISnNC ZORIMAN OF LENNAR HOMES AT (760) 918-7765.
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHAU BC MAD! A VA/l.ABI.£ AT
ALL TIAlfS DURING TH£ RAINY SCASON. AU NECfSSARY MA TER/ALS SHALL
BE STOCKP/1.EO ON SITE AT CONVE:NIENT LOCAnONS TO FAC/IJTATC RAPIO
CONSTRUCTION OF ID.IPORARY DEVICES MIEN RAIN IS IA/1,//NENr.
l DEVICES SHOVrH ON Pl.ANS SHAU NOT BC A/OvfO OR A/00/FlEO 'MTHOUT THC
APPROVAL OF THE ENGINEERING INSPECTOR.
4. TH£ CONTRACTOR SHAU RESTORE AU EROSION CONTRa. DEVlCES TO 'MYRK/NG
ORDER TO THE SATISFACTION Of THE CITY ENGINEER AFTfR EACH RUN-OFF
PRODUCING RNNF ALL
5. TH£ CONTRACTOR SHAU INSTALL AOOITIONAL EROSION CONTRa. MEASURES AS
MAY BE REQUIREO BY TH£ CITY ENGINEER DU! TO UNCOAIPLETW GRADING
(Y'£flA noNS OR UNFORESEEN CIRCUMSTANCES Ml/CH MAY ARIS£.
8. 71/E CONTI/ACTOR SHAU BE RESPONSIBI.£ ANO SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PU81.JC TRESPASS ONTO AREAS MIER€ II.IPOUNDEO
WATERS CREA TE A HAZARDOUS CONOITION.
7. AU EROSION CONTRa. MEASURES PROVIDED PER 71/E APPROvfO GRADING
Pl.AN SHALL BE /NCORPORA TW HEREON.
8. GRAOf1J AREAS AROUNO THE PRO.£CT PERIMETER MUST DRNN AWAY FRO/I THE
FACE Of 9..0PE AT 71/E CONCLUSION OF EACH WORKING OA Y.
9. AU REMOVABI.£ PROTECTIVE DEVICES SHOVrH SHALL BE IN Pt.ACE AT THE ENO
OF EACH VtORK/N(i DAY MIEN THE FIVE (5) OAY RNN PROBA8/UTY FORECAST
£XCEEO FORTY PERCENT (40"}. Sll.T ANO OTHER DEBRIS SI/All BC R[AIOVfO
AFTfR EACH RNNFALL
10. ALL GRA \fl BAGS SHALL BE BURI.AP TYPE 'MTH J/4 INCH MIN/MUii AGGREGATE
11. SHOUW GERMINATION OF HYDROSEfDEO SLOPES FAIi. TO PROVIDE EFffCnVE
CO\£RAGE OF GRADED 9..0PfS (90X COVERAGE) PRIOR ro NO',fJ,/BER 1.,_ THE
SLOPES SHALL BE STABIUZEO BY PUNCHEO STRAW INSTALLED IN ACCORDANCE
'MTH SF:CTION J5.02J OF THC EROSION ANO SEDIMENT CONT/IOI. HAND800K OF
TH£ DEPARTMENT OF CONSERVA nON, STA TE OF CAUFORNIA
TEMPORARY EROSION CONmOI..
PLANTING AND IRRIGATION NOTES=
ALL PERMANENT ANO T[MPORARY EROSION CONTRa. Pl.ANTING AND
/RR/CA TlON SHALL BC INSTALLED ANO MAINTAINED AS REQUIRED IN
srcnON 212 OF THE STANOARO SPEC/FlCATIONS ANO THE FOI.LOf'IING:
A HYDROSEEDING SHALL BC APPLIED TO:
1. All 51..0PfS THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL)
OR STEEPER 'MIEN THEY ARE:
a. THREE FEET OR MORE IN 11[/G/IT AND ADJACENT TO A PU8/.JC
WALL OR STRITT.
b. All 9..0PES 4 FEET OR MOR! IN HEJG/lr.
2. AREAS GRADEO FlA m:R THAN 6: 1 'MIEN ANY OF THC
FOI.LO'MNG CONDITIONS EXIST: a. NOT SCHEOIJl.EO FOR /AIPRO',fJ,/ENTS(CONSTRUCTION OR
GENERAL LANDSCAPING) 'MTHIN 60 OMS OF ROUGH
GRADING
b. fVENTIFl[I) BY THE PARKS ANO RECREATION DIRECTOR AS
HIGHLY VIS/81.£ TO THE PU£JUC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIEO BY TH£ CITY
ENGINEER THAT WARRANTS IMMEDIA 7£ TF/£:A n.lENr.
8. HYDROSm!ED AREAS SHAU BE /RR/GA TW IN ACCORDANCC 'MIH
THE FOi.LOWiNG CRITERIA:
I. ALL 9..0PES THAT ARE GRADEO 6: 1 OR S7W'f.11 ANO TH.A. T ARE:
a. THREE 7t1 EIGIIT FEET IN HEIGIIT SHAU BE IRRIGAT[I) BY HAND
WATERING FRO/I QUICK COUPLERS/HOS£ BIBS OR A CONVE:NTIONAL
SYST[l,I OF LOW PRECIPITA nON SPRINKLER HEADS PROVIDING
1007' CO\£RAG£
b. GREA T£R THAN 8 FEET IN HEIGIIT SHALL BE WA TEREO BY A
CONvfl/nONAL SYSTfJ,/ OF LOW PRECIPITA nON SPRINKLER I/EADS
PROVlO/NG 100:f COvfRAG£
2. AREAS 9..0PEO LESS THAN 6: 1 SHALL BE !RR/GA TEO AS APPROVED
CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE DE\flOPER SHALL
SUBJ.1/T A PROPOSEO SCHEME TO PROV/OE !RR/CATION TO THE Cl TY
ENGINEER, THE PROPOSAL SI/All BE SPECIFIC REGARDING THE NUMBERS.
TYPES .t COSTS OF THE El.EMENTS Of THE PROPOSEO SYSTEM.
J. /RR/CATION SHAU MNNTAIN THE MOISTURE LEvEl. OF TH£ SOR. AT TH£
OPTIMUM L£lfl FOR THE GROWTH OF THE HYDROSF:EDEO GROWTH.
C. HYDROSEED/NG Ir/IX SHALL CONSIST Of AU Of THE FOi.LOW/NC/
I. SEED Ir/IX SHAU CONSIST OF NO LESS THAN:
a. 20 lbs PER ACRE OF ROS£ Cl.OVER
b. 20 lb11. PEIi ACRE OF ZORRO fFSCUl
c. J lbs PER ACRE Of E SCHOO. CIA CAUFORNIA
d. 4 lb1t. PER ACRE OF ACHIU£A MILLEFOUA
e. J lb1t. PE:R ACRE Of AL YSSU/1 (CARP£T OF SNOW)
f. 1 /2 lb. PER ACRE Of DIMORPl/a..ECA
g. /70/S c,d,~ ANO f OF THIS SUBSECTION MAY BE OMJTTEO ON
LOCA llO/IS f\f/ER€ THE ARfJI 8EJNG HYDROSEfDEO IS NOT VISI/Jf.£
FRO/,/ EITHER A PU8UC STREfT OR RESIOENnAL STRUCTURES.
h. /Tfl,/ a OF THIS SUBSECTION Ir/UST BE INOCUU. TW 'MTH A NITROGEN
FIXING BACTERIA ANO APPLIED DRY EITHER BY DRIUJNG OR
BROADCASnNG BEFORE HYDROSEEDING.
L ALL SfEO MATERIALS SHALL BE TRANSPORT[!) ro THE JOB SI TE IN
UNOPENED CONTNN[RS 'MTH THE CAIJFORNIA DEPAR"fMENT OF FOOD
ANO AGRICULTURE CERTIFICAnON TAG ATTACHED ro, OR PRINTW ON
SAIO CONTNNERS. J NON-PHYTO-TOXIC WfmNG AGENTS MAY BE ADDEO TO THE
HYDROSEEO SI.URRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT TH£ RATC Of NO LESS THAN 2000 lbs PER
ACRE. TYPE 6 Ir/ULCH (STRAW) MAY BE SUBSnTUTEO, ALL OR PART, FOR
HYDRAUUCAll Y APPLIED FIBER MATERIAL f'IIEN STRAW IS USED IT MUST
BE ANCHOREO TO THE 51.0PE BY MECHANICAll Y PUNCHING NO LESS
THAN 50:f Of THE ST/IA W IN TO THE SOIL
J. FERTILIZER CONSISTING OF Alrllr/ONIUI,/ PHOSPHATE SUI.FA TE. 16-20-0.
'MTH 15X SWVR APPUEO AT THE RATE OF 500 lb .. PER ACRE.
0. AREAS TO BE HYDROSEEDfD SHAU BE PREPARED PR/al TO HYDROSEEDING B'r!
1. RWGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING 9..0PfS STEfPER /HAN 6: 1
b. HARRO'MNG AREAS 6: 1 OR FlA m:R THAT ARE SUffiCIENTl. Y FRIABI.£
C. RIPPING AREAS THAT 1111.L NOT BREAK UP USING /T[MS a OR b ABOVE.
2. CONOITION/N(J THC SOILS so THAT IT IS SUITA81.£ FOR Pt.ANnNG er.
a. AO.AJSTING THE SURFACE SOR. MOISTURE TO PROVIDE A DAMP
BUT NOT SATURAT[I) SEEO BED.
b. THE ADDtnON OF SOIi.. AMENDMENTS, PH AO.USIMENT, LEACHING
OR. COvfRING SAUNE SOILS TO PROVlDEO VlABLE CON/JITIONS
FOR <J<OWTH.
E. HYDROSEEDEO AREAS SHALL BE MNNTAINEO TO PROVIDE A VIGOROUS GROWTH
UNTIi. THC PRO.£CT IS PERMANENT!. Y LANOSCAPEO ~ FOR AREAS MIERE
HYDROSSEDING IS THE PERMANENT LANDSCAPING, UNTIL TH£ PRO.£CT IS
COMPt.E7£D ANO ALL BONDS RflEASEO.
T,\[ngr\2407\PA'.0\gr,\2407.l0er06 o•g 01/28/2004 03•57 41 AM PST
LEGEND:
DESCRIPnQN S)1.f00. QUANnTY
STABIIJZEO CONSTRUCnON ENTRANCE · · · · · · · · 4 EA.
SIi. T FFNCE · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · -0-0---0--0--0-0 l.F.
1,600 EA.
2,800 LF.
GRA\fl BAGS .... · .. ..
FIBER Rru · .. · .. ..
SC-6
A Ls~7
i V,
SC-6
5 ;
NOTES:
1 X MIN. (ROUGH GRADE)
SLOP[ SEE
CITY STD.
o,w;: GS-14
SECT!ONA-A
I. USE SS-Z SS-J, SS-4, SS-5, OR SS-7 AS
APPROvfO BY INSPECTOR.
2. SEDIMENT TRAP W/4" PI-C OUTI.ET, 1' HIGH x
J' f'IIDE OVERFLOW ONTO SS-7 W/ONE ROW OF
SANDBAGS ALONG EOG£ OF SPILLWAY. TOP OF
TRAP 5• ABOVE O\.ffiFtOW. MIN. Sllf ,o·x20·.
EOW SHALL DESIGN FOR PADS OVER 7,500 S.F.
BENCHMARK
~
FIBER ROI.L
DESCR!PnON: BRASS DISK IN CONCRETC IN A STANDARD SURVEY V.UL ON
ON CEN ID?UNE Of El. CAMINO REAL
LOCAnON: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC
El.EVA noN: Jll.407 AI.S.L DAT/JI.I: N.G. V.O. 29 --~-----
PRomcrDESIGN CONSULTANTS
J'L,\NNKI • JlNvnUiMENTAL t llNolN!lmuNG • Sl/lM!l'IOPS
701 B Street, Suite 800, Srui Diego, CA 92101
019-235-6471 FAX 619-234-0349
siilElll!, R. +295 DATE REtllSTRATION 9--\ EXPIRES 03-31-04 .,.'-"""c>-~ Z.-10 • O<,I
IJESIGN!D B~ PII
RE\1EW:
SUR\£1
RE\1EW:
CRUSHED AGGREGATE /jREA TER THAN J"
BUT SMALLfR THAN 6
12• MIN., UNLESS On-lERmSE
SP[CIFIED BY A SOILS ENGINEER
SECTION B-B
N. f.S.
NOTE:
CONSTRUCT SEDIMENT BARRIER
ANO CHANNELIZE RUNOFF TO
SEDIMENT TRAPPING DEVICE COl?RUGATEO STEEL PANl:l5
B
~
.,_--------50' M/N.----------1
OR FOUR TIMES n-lE CIRCUMFERENCE
MATCH
EXISnNG
GRADE
OF THE LARGEST CONSTRUCnON VEHICLE TIRE,
'M!ICH[vfR IS CREA 7rn
PLAN
N. T.S.
STABILIZED CONSTRUCTION ENTRANCE
SECTION B-B
TYPICAL SECTION
NO SCALE
R/'N
mom AS
REQUIRED TO
ACCOMOOA7£
ANnCIATEO
TRAmc
R/W
TEMPORARY DESIL TING BASINS AT INLETS
IN SUMP CONDITION
TEMPORARY DESIL TINO AND
EROSION CONTROL/SANDBAG DETAILS
NO SCALE
GR.A.ITT BAGS OVERLAP
ONTO CURB
____ __.,
RUNOFF -
GAP BETWEEN BAGS
ACTS AS sPILLWAY THREE LA )'[RS OF GRA vfL BAGS
mTH ENOS OVERLAPPED
GRAVEL BAQS
NO SCALE
PROVIDE filOCITY CHECK DAMS IN ALL STREET AREAS PAvfD OR UNPA VfD
AT THE INTERVALS IND/CA TED Bfl.OW. filOCITY Cll[CK DAMS SHALL BE
CONSTRUCTED OF SANDBAGS. [ARm DIKES MA r NOT BE USF:O AS
filOCITY CHECK DAMS
GRADE OF THE STREET
LESS THAN 2X
2% TO 4:f
4X TO 10X
OVfR 10%
!Nlf;RVAL
AS REQUIRED
100 FEET
50 FfET
25 FfET
907' COMPAC7£0 EARTH BER/I=:\
12· [
TOP OF 9..0PE AS SHOl'IN ON PLAN .(;':·>, .. . -:, ,.· .. :·,,· =~
PROPOSF:D OR
EXISnNG SLOPE
~ill.I..
-4' ____,_ 5' -..J+""RI
(MAX. 10')
BLADED SWALE m-lERE
SYMBOLJZEO ON PLANS
W/ SANDBAGS EVERY 100'
BLADED SWALE AND BERM
1. S£T POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FRO/I ANO
ALONG THE LINE OF POS7S.
.I ATTACH THE FILTER FABRIC TO
THE mRE FENCE ANO EXTEND IT
INTO 111£ TRENCH.
NO SCALE
4 IN (10 CAI)
NO SCALE
8"-1o" DIA
(200-250mm)
UV£ STAKE
NOTE:
1• X 1• STAKE
(25 X 25mm)
FIBER ROI.L INSTALL.A TION REQUIRES
THE PLACEMENT ANO SF:CURE
STAKING OF THE ROLL IN A TRENCH,
J"-5" (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE
ALLOH£0 TO RUN UNDER OR
AROUND ROI.L
SPACING OEPENOS ON SOIL TYPE ANO
SLOPE STEEPNESS
2. STAPLE f!IRE FENCING TO
THE POS7S.
4. BACKFILL ANO COMPACT THE
EXCA VA TEO SOIi..
J'-4'
\ ,t-'"C'T.'-::--.~.-
>'·
> __.,,,,.#! ', :z '
'-.
ROi1S
,'JJ(JT
FIBER ROI.LS MUST BE PLACED
ALONG SLOPE CONTOURS
SEOIMENifT. ORGANIC MA mR, ANO NA VE SEEDS ARE
CAPTIJREO BEHIND THE ROI.LS.
FIBER ROLLS INSTALLATION ON SLOPES
NO SCALE
BDIVISION BOUNDARY _ __.-7
t
t ... H SI.!. cft_ i> ))'
A '):.\ .· K / ,,_.,,,.
, ,,_ '.;<'.
EXIST1NG GROUND
TYPE C OR O TERRACE
DRAIN AS REQIJIREO BY GS-14
FOR CUTS AND FllLS
H
(IN FEET)
LESS THAN 1 O'
B 10· ro 20·
OVER 20'
EXISTING GROIJNO
TYPE 8 BROW DITCH AS
REQUIFlfO BY GS-14 FOR
CU TS ANO FILLS
A e
2' J.5'
H/5 4
4' + H/10 H/5
( 10' MAX) (10' MAX)
TYPICAL SLOPE SETBACKS FROM SUBDIVISION BOUNDARY
NO SCALE
1---1---1-------------,f--,f--,f--,--1lsH6EETl.__c~1TY==o=Fc.:.:..c=A~R~L~s=s~A~o-JlsHE9E~I ENGINEERING DEPARTMENT
t< M. Sit/.
"' v' -~ No. 42951
~ Exp. 03-31-04
CIVl'-
Of CAL
"AS BUil T"
~
/O·JO·OI, /'PG
DA TE INITIAL
NGINEER OF WORK
AS· 0tJl!T
REVISION DESCRIPTION
EROSION CONTROL PLANS AND STREET CROSS SECTIONS
BRESSI RANCH
PLANNING AREA 10
APPROVED: LLOYD 8. HUBBS 4 Y ,,. . EXPIRES 12-31-05
'¢K~"
DATE INITIAL DATE INITIAL g~DBJ~: ~
OTI-IER APPROVA CITY APPROVAL RVWD BY: l'.W
PROJECT NO.
T 02-14 5
DRAWING NO.
413-1A :1
J.N. 2407.10 I
C
=E
0) G)
9.~
<D .....
(.,.)
I .....
)>
I / I
.r ! L
~
--~_,,··--·,·,'''"':-. 11 1'
..,_ \\ I , \ 'I. I 1
\,i I, ' I 'Ee, 11, •·
\
\
\ \ ,' '\
\
0
\
' \
'f !/ ' / ' ii ' I ',_ii _1 I I iii I
I 1/ 1 1 ! 11 ' .
I ' I
I
/ _/ j r j
// ; I
I /I I I
I !Iii ·,r I JI I I
I !
\ \ _____ '
\ ___ -, .... ., .. -----··· .. ········--.:~~/
250
0 20 40 80
i
I
I
I
' j-
1 0
r( -· I __ .
/
/ /~. -:;:::;:;:;..::. ------=-----=-----·'-:;:;:; / 7
I
r··•• .. ···-··--1 i ', -., -,. i Ii
• - ---•... ,..1
·~
" . =--=,,~·=,,·~ .a~··-·"'-= ~ -"-
,.,, . .-,.,,_,_ ---...
>-l-0. ':-i
I
I
I I
• -'r'---.. -:-=I . --Y:--.-==-11 =-=-::y -=cl
___ ,,,.,,.
-··-,. ·-···
/
/' ,,,,~-
/ '
"
i r
'·:,:_:_-~~----------=-----~y;,----------
sr<:ailfl[D CONSTRUCTION STA~ ZED CONSTFWCTl~N '
ENTRANqE PER DEfAIL ENTRA PER DEfAIL \ "
··1 :i-: , ... -)
.....
"· ' '
I
I
I
I
1-. /··•
11-F==~=---T-STABILIZED CONSTRUCTION
... --... I ENTRANCE ffR DETAIL / , , ., ,,,. . ·-· . I
,.
r
!
ON SHEE.T ~TYP.) ON SHE£ 6 (TYP.) \
~" " \1 : I
(~/7::'\
I •, __ _; '
i ,-+. i \ '• ;
ii It '!
ii
!I
,, ... ,....,
'1·· ', -· / r-. ,.,,
' I \i' ' ,,. "' . -~-.:.i.:·: ·'\····· ··•··
1 i . , :·.~: · I '"
; ' -,-:-· •.·•. ! ~"'
I I \. ,.,·); ' ,_-I / I ~ 1-:. ~~ ~ ffi I
I
I
f
,--·, ·ro1 I ,c: ·--, 11 . •··· .. , ., .. ~ I/
Io:, 'O
I
.
~ I+·\;:
, __ /
~-~-r:r-~
\ \~, ,,, • ' I_, I k ~ _K ~ ~~ ~~c+c= ,/ ~ t~
~'l 40' VC • ·-c ~ -1 -=-t 1 -~ -\ I :; I II ~-~;-GAll)ENHOUSEROMJ / '
.. -~~~---··' /
5+00 -----t ·-
\
!i
,\-,f-.. "v,.__,1--------~~--'--rl,. , ~ \ . •. -. . . II •· ~ : ~ -==--_K-=---=---~~-";-·-tc.a----=c:--= ----1 \. . t <.~1 1:)i:, ! :~l :· , l '<t',---,:11-,,-{:_i/\•( .... \ ,~"
)r, er ._J , :fl -·------,;;;--~L i-----,-_-_--=----,------c,f[ ~[.*\I ,, >J,/ ('.;;? \\ '.:'
I
/ .
-.j--
' r-.,···. ; . '
' ,·
i ' --~ ! ·-c.-~t .
I .,,--~ •
' l -1 ·:, ;'
\ __ /
. ··1
i r·•· I
'.lfii
r• I
L•'\ I . '
I
I
I
I
I .
I
'(.~, ~, .-,, _,c;' >5 _:-; ~ " -)
II
I II 2 :rl
I ~I 11 I . I
~ k '~115l
' -/ I 'I
I '. -\ -/ :ii~ " ~-t " ~~ -== 'r---\_ --'-\ .?
1,"" ···--_ _,, \ ·'
, .. , .. , .....
! 0 "H :, ,,.·',,
, 7 ; -; '. • i ., , ,; ! \
;
~-• --:__-::_ .-• 7 --~.~r.==·1,_.r-,___1.--L,e""'=\'----"-==-.,_---'=,-=""------"---------"j"'-l--,-"---,=~+1~
. j Z~X~ ~~ "·~ -~ SO -J,.vo~-::_----?£_/_"::_. ,,e,I r-.. ~,,,~, ~ '-+1,---,,,\~D.-VC-·····c+-1T ~5"-'+t"Oc-:_O~Z-:.2::-2-::f -1:.,___+f 7~ -~
;'. j ! /. ;---._. . ······· , -·-J/UCJELfrAYB\tE\~6-00X . . J_+r~-'k~SH~IT~T+6 o. ~-,=~~t;;:\ {1
!! t----
I -
' I
I
-j
I
--
I
I J
\
SEE
""·-.. , .. , ~ .-, ''-
'
J
EET8
\
\
\
J
\ " \
I
I
+
'
/
~.,.· 1· " , ....... .
---·-.;-, ·, _; l , ,'"J
! ~~
\
1---1-----1------------t---l--+---t---l I SH7EET I CITY OF CARLSBAD I SHEgETS I
~==--===E=N::::G=IN=EE::::R=IN=G=DE=P=A=R=TME=N=T=::::::'...'.::=~
EROSION CONTROL PLANS FOR:
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRfTf IN A srANDARO SURVfY ,IUL ON
ON CENTfRLINf Of El. CAMINO RfAL
LOCA T/ON: COUNTY Of SAN DIEGO BENCHMARK DESIGNA T/ON NO, R1800 288+89EC
ELEVATION: 311.407 M.S.L. DA7UM: N.G.V.D. 29 ----------
0 PRomcrDFSIGN CONSULTANTS
l'IANNINO • ENvnuiMllNTAL • &«lrN!llilUN!J • SUIM!Y/OPS
701 BS!rcct. Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
SHIE!D\ .C.f. 429 OA1£ RfGSTRATION DESIGNED Pit
EJO'IREll O;l-J1-04 Bl! RE'AE\11
SURVEY
RE,10t
~ M. Sift.
/; ~ ~
'-' No, 42951 ~ 'ti Exp. 03-31-04 ~
CIVIi.
"AS BUil T"
I.J,(.t.•>
BRESSI RANCH
PLANNING AREA 10
O!,-,,-011 DATE
I
APPROVED: LLOYD ~H~uaasr-J EXPIRES 12-31-05
1 ~RC~E~-'l~l~'~/f/~__'.E~X~P . .::::::::::::::::::::::::::_ __ -lh-:=~~t-=~-=1-=-:=:~-:=:~-:-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=t-=-=-=1'=-=-=-=t-=-=-=t-=-==l-l .~• •fjp' •~~~ ¢~_9 .
R~E ti~D B~: Q_ t-'IO'c-·-':c10::::·0"'i, 1-c,p,-,c,'l)=-C,~~,1.s~-~l>~U=/L~T-----------+--=-c--c=-+~~+-,---=c+c~-1 ~==::=:==:::'.=:::;-;:::::::::::~=:==:=~,::-=,;:_~_!3_,:=~-=~~-,
-'= ~ t.Ye~lwt DATE INITIAL DATE INITIAL DATE INITIAL g:os~~;i5t.l, PROJECT NO. DRAWING NO.
IN PCT~ DATE NGINEERCf'WORK REVISION DESCRIPTION 011-IERAPPROVA CITY APPROVAL RVWD BY:~ T 02-14 5 413-1A
T,\Erigr \2 40 7\PP 10 \gr :J\2 4 ~7. !0e r07 .o wg 01 / 28 / 20C 4 10,J0,JJ Ar-1 PST
J.N. 2407. iO
' 050604
......
9.
<D
. 'l'
.: i-
" j
C :e
G)
.i::. ......
w
I ......
)>
-----------------------------------------------------------------------------------------·, '
0 20 40 80 1 0
GRAPHICAL SCALE
T•\Engr\2407\PAl0\gra\2O7 1Ccr·08.c1wg 0l/28120C4
[·;:l '1:
1•·1
I
I
/_
___________ s;: ---j j
I
-----.-, ....... ,,...-.--=-.-~--. .--......
j
I
~, I
1
I
!
1
I
___ . ., ......... _
/ -, ' .. , . , . r·,. ,, ..•
,,--·,
:'(:"'· .r--
' t' "", : :-;. , __ / , ____ __.,
,-·-
! • ' ;· 1 ! .) '. !
0 PRomcrDESIGN CoNsuLTANTS
_l'LINNINo • l!NYnuiMENrAL • lll«llNBl!mNo • SllRVll!'iUl'S
701 B Slrcct, Suite 800, San Diego, CA 92101
M9-235-6471 FAX 619-234-0349
DA.lE REGISIRATION DESICNED PIii ElCPIRES 03-31-04 8¥. R£\1EW:
~ z-,i>." '1'
SEE SHEET 7
-7
I
(
T,
I \
I \ \ \ \
\t,OrESS
' '
c< M. s,,,1
\
\
I
t;; a>
SUR\{'/
RE\4EW:
No. 42951
Exp. 0J-31-04
C/V\\.
I
I
I
:T, r~' )••..,_
' .' '., ·-.,,/
: 326: : ........ , .. --
···--,. .. , '
---j'', '
I ----
\
I
I
I
I
\
I
RCE ~2't5/
__\_\
"AS BUILT"
EXP.
\ ' ~1 _J...: I
i \ ,-
+\ I
:· 1 r ,
i;;:;
I
,,-, r-: ' '.·, :
~ " ,r ' "'
'
, •. . , ~'' I
'"· ' --....... ../
\
\
-7
1-=-----+1
I
' -/1 _() \ : ()"", i
\!' , .. ·~-/
',, __ /
' , ..• ""
IC()\
BENCHMARK
I
I \
'.<' I /'. \
/ j
r 47.5
{' /
~ / (
• •
DESCRIP710N: BRASS DISK IN CONCRETE: IN A STANDARD SURVEY Hfll ON
ON CENTERI.INE OF EL CAMINO REAL
LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 710N NO, R1800 288+89EC
ELEVA 710N: 311.407 M.S.L DA IVM: N. G. V.D. 29 --~~~---
\
t---t----1i-------------+---+---+--+-----l I ~8EET I CITY OF CARLSBAD I SHEgETS I
ENGINEERING DEPARTMENT ;:=:::::::::'....:=:==============::..'.:::::~
ID·tD·PI P{)C
DATE INITIAL
NGINEER Of WORK REVISION DESCRIPTION
EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 10
EXPIRES 12-31-05
'fb~'t'
DATE INITIAL DATE INITIAL g~DBJ~~
OTHER APPROVA CITY APPROVAL RVWD BY:~
PROJECT NO.
T02-145
DRAWING NO.
413-1A
J.N. 2407. 70
. ' 050604
0 20
(,t -~. ! .,. " !
-. "' ,··, " ' ~ ,·\ )
)} 2
........ ·-·-'
j
i 351. 2
I
_--,, -=-. =-. J ~--_j ___ _
1 --._--~--;
l .-<; ...... ~::--"'"'
i •~ X [--. \;
6+00
. <:: '..·: . .:::/ I
I
I
I
AFUCJB.AH:MB
SEE: DETAIL
/
SHEET 6········-··········"c;=:;;--,,-----~ "·•-.... ====::cc· " "-
\
J. -I
80 1 0
f,\Engr\2407\P~l0\grol\2407.10er09.owg 0l/28120C4 10,2128 AM PST;
(
,
' ' '
I I !
/
\ t '1; \
"-i l~--1 I ~l 1, I
SEE 81-EET 8
PLANNING AREA 8
PER DWG No 411..,aA
, ..
;{.x.:: \
11:::c1 \!',, .. ) f
........ '
r····-·~1
- I ., -,
', i
-7
·' ( <.:,y; \
! (-Y~ , . .
'···
'-" •J' 0
\
I_
0 PROJECTDFSIGNCONSULTANIS
l'!ANNINO ♦ .IINYJiUiMllNTA t l!loDNBilRINo • SlllMIY/Ol'S
70 I B Street, Suite 800, San Diego, CA 92101
619-231-6471 FAX 619-234-0349
CREGORY DA1£ REGISTRATION DESIGNED PM
EJCPIRES OJ--3H)~ BY: RE',1E'lt
~ -z.._, i) • "4
\
SURVEY
RE',1Evt
OPEJV SPACE 2
PEFi DWG !VD -100~BA
~ofESS I
1/o'J-i M. St;,/
t;&" %~
-z ~ No. 42951 "' ~ Exp. 03-31-04 !;J
CJVI\.
OF' CAI. I~
RCE -1zq1J/
INSPECTOR
·.:
'
"AS BUil T"
I
I
I
\,. ' \. . fll 11 r, ... t.,.n
DATE
EXP. 0)·31-08
BENCHMARK
DESCRIPnON: BRASS DISK IN CONCRETE: IN A STANDARD SURVEY WEI.L ON
ON CENTERLINE OF EL CAMINO REAL
LOCA nON: COUNTY OF SAN DIEGO BfNCHMARK DESIGNA T/ON NO. R1800 288+89EC
ELEVAnON: JTl.407 M.S.I..
1---1---i------------+----+----+--+-~ I SHgEET I CITY OF CARLSBAD I SHE9ETS I
ENGINEERING DEPARTMENT ;:::=::::::::..:::::::==============~~ EROSION CONlROL PLANS FOR:
DA TE INITIAL
NGINEER OF WORK
AS·OOllT
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
01HER APPROVA CITY APPROVAL
BRESSI RANCH
PLANNING AREA 10
J.N. 2401.10
C
=E
(0 G")
9. ,I::.
(0 -I, w
I
-I,
l>