HomeMy WebLinkAboutDWG 411-4A; CT 02-14; BRESSI RANCH PLANNING AREA 7 UNIT 2; 01-09\-----
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GRAD ING AND EROSION CONTROL PLANS:
BRESSI RANCH PLANNING
CT 02-14, UNIT NO.
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INDEX MAP
SCALE: 1 •~200•
KEY MAP LEGEND
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-.
AREA
2
~
7
ALO/JAR
r;j
PROJECT
SITE
VICINITY MAP
NOT TO SCALE
SO/LS ENGINEER'S CER11FICA TE:
I. /J, IL,.. l:::i O·: a £., 1 •• ~ Af;s; A REG/ST[RED C"'1L
£NG/NEER OF TH£ sf AT[ OF Al.If; NIA, PRING/PALL Y DOING BUSINESS IN
n!E FIELD OF APPLIED SOIL MECHANICS, HEREBY CfRllFY THAT A SAMPLING
AND STUDY OF THE SOIL CONDlnONS PREVALENT IIITHIN THIS SIT[ WAS
MADE BY ME OR UNDER MY DIRECllON BET'MEN n!E DA 1[5 OF ~+-'Zooo 20_ AND
r-1.br.~ 20.!!!i.. TWO (2) COMPLET[ COPIES OF
THE SOILS REP T COMPILED FROM THIS SlUDY. 111TH MY RECOMM£NDA nONS,
;:~~EEN ~ 0rn~CE OF n!E CITY ENGINEER. <t. I _
1+1LLIAM DAVID OLSON ~ ~ u 'ft
V {,'b ~ ~
~ J '"' "'11
RC.£. NO.: 24,,,,52.,,B"'-J __________ _
DAT[: ~/43,/4{
"., fl ~~ ,; II.'
LICENSE EXP/RA nON DA TE: __ _,,09,,_,/.ceJ,,.,O;jceO,c.6 __ _
LEGAL DESCRIP11ON
BEING A PORllON OF LOT 6 AND ALL OF LOT 7 OF CARLSBAD 7RACT CT
00-06 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STAT[ OF
CALIFORNIA, ACCORDING TO MAP n!EREOF ND. 14600, ON FILE IN THE
OFF/Cf OF THE COUNTY R[CORD[R OF SAN DIEGO COUNTY ON MAY 29, 2003
OF OFFICIAL RECORDS,
PROJECT LOCA 11ON
n!IS PROJECT IS LOCA T[O IIITHIN ASSESSORS PARCEL NUMBER(S)
2/J-OJ0-17 & 21J-OJ0-18
THE CALIFORNIA COORDINA T[ INDfX OF nl/S PROJECT IS:
1990-6252 (LAMBERT COORDINAT[S 346-1696)
OWNERS CER11RCA 1E
LEGEND FOR SDGlt'E TRANSF . RET. WALLS:
MAXIMUM RETAIN/IJG WALL ~flGHT
(TOP OF FOonNG 10 TOP OF WALL)
MAXIHUM ArTAff,JtNS WA LL HEIGHT EXPOS[D .•..•• -.•
(FINl~H BRDUNP TO TOP OF WAll)
RETA/NIN& WAU. w,rn LABELS ON EACH CORNER
FOR iW AtJ} TF ( TOP OF WAU., TOP Of FDDTl"G) -. . . -..
WORK TO BE DONE:
H= 4.5'
Hexp.°' 3. 9 '
1'1338-70
TF334,20
lW335.20
1f 334.20
-rw33g,70
TI'3~.20
,w:,35.70
11'334,20
THE IMPROVEMENT WORK SHALL CONSIST OF THE CONS7RUCllON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FAC/LlllES, EROSION CONTROL FAC/LlllES,
AND PREPARA llON OF AS-BUILT PLANS, AS-BUILT GEOLOGIC MAPS AND RfPORTS,
ALL AS SHOMI OR REQUIRED ON THIS SET OF PLANS AND TH[ CITY STANDARDS.
SPECIF/CATIONS. REQUIREMENTS, RESOLUllONS AND ORDINANCES CIT[D ON THESE PLANS.
n!E IMPROVEM£NT WORK SHAU BE PERFORMED IN ACCORDANCE 111TH THE FOUOll!NG
DOCUMENTS. CURR£NT AT TH[ nME OF CONSTRUCnON, AS DIRECT[D BY TH[ CITY
ENG/NfER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4, RfSOLUllONS NO. 5201, 5202, 5203, 5204, 5205, 5206, 5207, 5208 & 5209
DATED MAY JI, 2002. RESOLUTION NO. 5461 (CT 02-14) AND 5464 (PUD 02-06)
SEPT[MBER 17, 200J.
5. nlf STANDARD SPECIF/CA T10NS FOR PUBLIC l'rVRKS CONS7RUCTION (GREEN BOOK)
6, THE SOILS REPORT nn.ED ·suPPLfl/ENTAL GEOT[CHN/CAL INVEST/GA nON FOR
MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED BY LEIGHTON AND ASSOCIAT[S
DAT[D MARCH 14, 2001.
7. n!E SAN DlfGO AREA REGIONAL STANDARD DRAl+1NGS AND AS MAY BE MODIFIED BY n!E
CITY OF CARLSBAD STANDARDS, DOCUMENT NO. 769JJ2.
8. ENv!RONMENTAL APPROVAL DOCUMENTS DATED 12/15/98,
LEGEND:
ITEM SYMBOL --
LOTNUMBER ---------------------------------------CD
PAD ELEVAllON -------------------------------------13~-•I
PROJECT BOUNDARY
PLANNING AREA BOUNDARY -------------------------------· · -
EXISTING CONTOUR
FINISHED CON TOUR
FINISHW SPOT ELEV. -----------------------------------
SLOPE---------------------------------------------
DA YLIGHT LINE----------------------------------------
DA YLIGHT TO NATURAL----------------------------------
EX/ST/NG
T[MP. DESILTAT10N BASIN--------------DS-3• ------------
-230-
259.0
y 2:f L
-C --F -;1--1,-
BLADm SWALE --------------------------------------------
CONG. BROW DITCH---------------0-75, TYPE 8 ---------
RIP RAP -----------------------SDRSD 0-~0 ------------
EXIST. DAYLIGHT TO NA lURAL -----------------------------
NOTE: ALL STANDARD DRAll!NC NUMBERS REFFR TO SAN DIEGO AREA REGIONAL STANDARD DRA'MNGS
UNLESS OTHERll!SE IND/CA TED.
PROJECT BOUNDARY
SHEET LIMITS I (Mc) H[REBY C[RllFY THAT A REG/ST[RED SOILS £NG/NEER OR GEOLOGIST HAS Bf[N OR IIILL BE
RETAINED Ti SUPEF?VIS[ OVER-ALL GRADING ACllVITY AND ADVISE ON THE COMPACllON AND
SHEET INDEX
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHO'M/ ON THESE PLANS WAS GENERA 1[0 BY: PHOTOGRAMMETRY
METHODS FROM INFORMA nON GATHERED ON. MAY 11, 1998 BY SAN-LO AERIAL SURVEYS
ANO THE MASS GRAD/NC CONTOURS PER Dltl;. NO. 400-BA.
TOPOGRAPHY SHO'MI HEREON CONFORMS TO NA nONAL MAP
ACCURACY STANDARDS.
IMPORTANT NOTICE
SECllON 4216/4217 OF n!E GOVERNMENT CODE REQUIRES A DIG ALERT
IDENnFICA nON NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVA 1[' IIILL 8[
VALID. FOR YOUR DIG ALERT I.D. NUMBER, GAU UNDERGROUND SERVICE ALERT:
TOLL FREE 1-800-422-4133; TIIO WORKING DAYS BEFORE: YOU DIG,
EARTHWORK
FILL: 24,000 C. Y.
CUT: 24,000 C. Y.
REMEDIAL: 0 C. Y.
IMPORT/[XPORT: 0 C. Y.
BENCHMARK
DESCRIPllON: BRASS DISK IN CONCR[T[ IN A STANDARD SURVEY ~L ON
ON CENT[RLINE OF El CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA llON NO. R1800 288+89EC
ELEVATION: 311.407 M.S.L. DAlUM: N.G. V.D. 29 ----~----
T·\[ngc\2401\Pfl l\grd\?407.7grd01.dwg 02/19/2004 09.·JB.54 AM PST
REFERENCE DRAWINGS:
INDUS7RIAL BACKBONE IMPROVEMENTS
RESIDENllAL BACKBONE IMPROVEMENTS
RESIDENllAL BACKBONE STORM DRAIN IMPROVEMENTS
MASS GRADING
01\G, NO. 400-88
DIIG. NO. 400-8
01\G. NO. 400-8C
01\G. NO, 400-8A
370
----0-
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~
•oECLARA 11ON OF RESPONSIBLE CHARGE•
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA T10NS BY THE
CITY OF CARLSBAD DOES NOT RfLIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILIT1ES
FOR PROJECT DESIGN.
FIRM: PROJECT DESIGN CONSUL TAN TS
ADDRESS: 701 B STREET, SUITE BOO
CITY, STA TE: SAN DIEGO, CALIFORNIA
TELEPHONE: {619) 235-6471
BY: ¾ })--<i:J;.
GREGORY M. SHIELDS
R.C.E, NO. ____ ____c42::.:9:.::5..:.1 ________ _
REGISTRA T10N EXP/RA T10N DA TE .. · __ _:Oc::3L/=.31:.<./,..::0_:_4 __ _
~ofESS lo,v.
,~ M. S't1 "I(
~CY %
No. 42951
Exp. 03-31-04
C/y\\..
OF CAI.. I~
DA TE: ?-"\ -OL(
SHEET NO.
LOT NO.
SE'M:R
WAT[R
STORM ORAIN
STREET LIGHT
--8-l Bil/TY THIS S/Tf. 0
' V1 c..t f HJ.
NAME: nn.E: DA If:
OWNER/DEVELOPER
BRESSI GARD£NLANE, LLC, A DELAWARE UM/1[D LIABILITY COMPANY. AS O'MIER
BY: LENNAR/LNR CAMINO PALOMAR. LLC, A DELAWARE LIM/1[0 LIABILITY COMPANY
ITS ADMINISTRATIVE MEMBER
BY: LENNAR HOMES OF CALIFORNIA, INC,, A CALIFORNIA CORPORA noN,
z '~·~ .
BY: , u~
ITS: V1 , ... .PA><•
SHEET 1 --------------------T1TI.E SHEET, KEY MAP AND NOT[S
SHEET 2 ____________________ NOT[S & DETAILS
SHEETS 3 TO 5 ---------------GRADING PLANS
SHEET 6 --------------------EROSION CON7ROL DETAILS AND S7REET CROSS SECllONS
SHEETS 7 TO 9 _______________ EROSION CONTROL PLANS
LEGEND GONT'O
47 LF 8"PVC (CLASS /50) -------------------------
z EA 5!1i'AfGIIT/IEAl)JNAlL ---------D-SZ-------------Q
.400 CY l?IPFW'---------------D-40---------~
PLANNING DEPARTMENT APPROVAL "AS BUILT"
'MM fAnpQttfl;,{'-oL"°''"«~ DATE: '4; / "f-/, ~
(SIGti°D) .L--.; _..,..~..\~ ... -'LA.__ __ &·l z. "7 MICHAEL J. HOLZMILLER, PLANNING DIRECTOR DA TE
/fl I"." 111 I / /. RCE <li15J EXP. 03-::>/-0t! ! A'N,•\:tU.<J ~ DA TE: 61 lll ;bl-j ~:___:::::::::::::::::::=--.::.':::.:::::::::::::::::::::::::=:__ _ _J
(SIGNED) R;Y15WED BY:
RECOMMENDED sY, Cklri:-z"\a?v:: !Alod»,ao ~/?9 :: 4 f!i./c1 bcoJ
(PRINT NAME) INSPECTOR~ DATE
l---+---+------------__jf---__jf---__jf---__j-~ I SH1EET I CITY OF CARLSBAD I SHEgETS I
ENGINEERING DEPARTMENT ::======--================:..=~
PROJF,CTDF.SIGN CONSULTANTS
l'IANNtNo • l!Nl'IIU'IMBHll • l!NalNlltlUNo • Stllffl!!'IOl'S
70 1 B Street, Suite 800, San Diego. CA 92101
619-235~6471 FAX 619-234-o:w:i 5-02-07 PDC AS-BUILT
I l /1-.IOA PDo'.. .,fi.-AllD[.[) R[TIIIJ\fJb \,ALLS FDR .liD E. TKl'IN!,r,
.5~ rE,s .3 , 4 s
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 7
APPROVED: LLOYD B. HUBBS EXPIRES 12-31-05 ~4~"
GRE~Y M. SHIMS. R.C.E. 42951 DA TE REGISlRA TICJt DESIGNED PM &JR\£Y
""'"' DA TE INITIAL DA TE INITIAL DA TE INITIAL OWN BY:~--
CRHVWOKD BBYY:. oof PROJECT NO. DRA'MNG NO. EXPIRES 03-31-04 BY: REVIEW:
'1,-°1-"' <I NGINEER Cf WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 7,ijJ, CT 02-14 2 411-4A
JI/. 2407.6
07.0205
042604
1D 1907
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GRADING NOTES:
(IN _AODITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
-1. ·'THIS PLAN S/JPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING GRADING SH0',\1'/ ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE
E:NGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE
IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING
CONSffiUCTIQN. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER f\lLL BE REQUIRED FOR ANY WORK JN
THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE
MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE
PERMITTEE'S POI.ICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF
LIABILITY. THE INSURANCE COMPANY 'Ml/TING THE POLICY MUST HAVE A RATING OF "A" ANO
A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY 'BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTED FJY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS
OUTSIDE: OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING
DEPARTMENT.
6. NO WORK SHALL COMMENCE UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO
OTHER APPROPR/A TE AGENCIES.
,---------..-~--7. APPROVAL OF THE:SE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR
GRADING TO BE PERFORMED UNTIL THE PROPERTY 0',\1'/ER'S PERMISSION HAS BEEN OBTAINED
ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO ,REVISIONS mLL BE MADE TO THESE PL.ANS mTHOUT THE WRITTEN APPROVAL OF THE
CITY ENGINEER, NOTED mTHJN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE
PLANS AND THE TITLE SHEET.
9.
10.
11.
12.
13.
14.
ORIGINAL DRAWINGS SHALL. BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE
CITY ENGINEER.
THE ORIGINAL DRA mNG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
' ---~--ACCESS FOR FIRE ANO OTHER EMERG[NCY VEHICLES SHAL.L BE MAINTAINED TO THE PROJECT
SITE AT ALL TIMES DURING CONSffilJCTION.
WH£RE TRENCHES AR£ mTHIN CITY tAS[MENTS, A SOIL.S REPORT COMPRISED OF: (A)
SUMMARY SHEET, (B) LABORATORY WORK SH.EETS ANO (C) COMPACTION CURVES, SHALL BE
SUBMITTF;D BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING
BUS/N[SS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT mLL BE
SUBWTTED TO TH.£ CITY ENGINEER/NG INSPECTOR f\lTHIN TWO (2) WORKING DAYS OF THE
COMPLETION OF Fl[W TESTS.
A SO/L,S COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO
RECOMMENOA TIQNS OU)UNEO IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE
OF A BUILDING PERMIT. ALL CONffiOLLED GRADING SHALL BE DONE UNDER THE DIRECTION
OF A PROF[SSIONAI FNGINFFR OF THE STA If Of CAI IFORNIA PR/NC/PAI I Y DO/NG B1/S/NESS
IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE
CONSIBl}CTfD IN ACC()IIQANCF '/AW TH£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND
THE "EARTHWORK SPECIF/CATIONS" ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION.
DAILY FIELD COMPACTION REPORTS mLL BE SUBMITTED TO THE PROJECT INSPECTOR.
·-A PRECONSffiUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF
WORK ANO SHALL BE A TTENOEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSffiUCTION,
INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE
CONffiACTOR SHALL SCHEDULE THE M££TING THROUGH THE PERMIT CLERK (760-602-2780
EXT. 7302) AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSffiUCTION.
APPROVED ORA f\lNGS MUST BE A VA/LABLE PR/QR TO SCHEDULING. THE GRADING PERMIT mLL
BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRfCONSffiUCTION MEETING mLL BE MADE BY
CALLING THE ENGINEERING 24~HOUR INSPECTION REQUEST LINE AT (760) 438-3891.
/NspECT/ON REQIJESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE
INSPECTION IS NEEDED. INSPECTIONS mL.L EJE MADE THE NEXT WORK DAY UNLESS YOU
REQUEST OTHERmSE. REQUESTS MADE AFTER 2: 00 P.M. mLL BE SCHEDULED FOR TWO (2)
FULL WORK DAYS LATER.
16. THE oWN{il" AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONmACTOR SHALL
GRADING NOTES .(cont.)
21. ALL. OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO (2) FULL WORKING DAYS PRIOR
TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE
CONffiACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT smEETS AS A RESULT OF'
THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY mTHJN THE AREA TO BE GRADED. NO mEES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALi. BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES
SHALL. HA VE A MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONffiOL PLANS. EROSION CONffiOL SHALL BE AS SH0',\1'/ AND AS
APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE ffi/MMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT
ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY
ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED mTHJN TEN (10) DAYS OF THE TIME WHEN EACH SL.OPE IS BROUGHT
TO GRAOE'AS SH0',\1'/ ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE
LANDSCAPING PLANS FOR THIS PROJECT, DRAf\lNG NO. 400-8L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONffiACTORS SHALL COOROINA TE THE WORK OF THESE GRADING PLANS mm THAT SHOWN ON
BOTH THE LANDSCAPE ANO /RR/GA TION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE mm THE LANDSCAPE
MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE mm A MINIMUM 0-LOAO OF 1,350 OR ASBESTOS CEMENT PIPE mm A MINIMUM 0-LOAO
OF 2,000. FOR PRIVATE STORM DRAINS, PIPES UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED mm
J/4" ROCK PER SORSO S-4 TYPE "c" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED mTHJN TWENTY FEET OF
BUILDING OR smEET AREAS ANO REPLACED mm PROPERLY COMPACTED SOILS. IN OTHER AREAS, THE PIPE mLL BE PLUGGED mm CONCRETE OR
REMOVED AS APPROVED BY THE CITY ENGINEER.
32. THE CONffiACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND) mTHIN THE PROJECT SITE
sumcJENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA TIDNS ARE IN CONFLICT
mm THE PROPOSED WORK.
33. THE CONffiACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO STARTING GRADING
NEAR THEIR FACILITIES ANO SHAL.L COORDINATE THE WORK mm A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800) 422-4133
SOG&E (800) 660-7343
SBC (800) 892-0123
ADELPHIA CABLEVISION (760) 438-7741
COX COMMUN/CATIONS (760) 806-9809
CITY OF CARL.SBAD (SffiEETS AND STORM DRAIN) (760) 434-2980
* CITY OF CARLSBAD (SEWER.WATER & RECLAIMED WATER) (760) 438-2722
• SAN 0/EGUITO WATER 0/Sffi/CT (760) 633-2650
• LEUCADIA WASTEWATER 0/Sffi/CT (760) 753-0155
• VALLEC/TOS WATER DISTRICT (760) 744-0460
• 01_/VENHAIN WATER 01sm1cr (760) 753-6466
• BUENA SAN/TA TION 0/Sffi/CT (760) 726-1340
• AS APPROPRIATE
34. 'PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONmOLLEO GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE
TECHNICAL ADVICE, OBSERVE AND CONffiDL THE WORK IN PROGRESS {15.16.120A.8.f CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL. APPROVAL. OF A GRADING PERMIT-THE FOL.LOmNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER
VIA THE PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONffiOL, SLOPE
PLANTING ANO /RR/GA TION ARE INSTAL.LEO IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN
·SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER DEPARTMENT).
(2) AS::BUILT GRADING PLAN.
(3) REPORT FROM THE SO/L.S ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A. STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEME:NT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE mm THE
REQUIREMENTS ANQ .. RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERE
35. (4) REPORT mm AS-~µiLT GEOLOGIC PLAN, IF REQUIRED BY THE CITY.
_UNLESS A GRADING PERMIT Fok THIS PROJECT IS ISSUED mTHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, li-lESE PLANS MAY BE
36. REQUIRED TO BE RESIJBMITTEO 'FOR PLANCHECK. PLANCHECK FEES mLL BE REQUIRED FOR ANY SUCH RECHECK.
HYDROLOGY REPORT
HYDROLOGY/HYDRAULIC STUDY FOR i/.J/S PROJECT HAS BEEN PREPARED FJY PROJECT
DESIGN CONSULTANTS. THE REPORT IS TITLED "DRAINAGE STUDY FOR BRESSI RANCH,
PLANNING AREAS 6-10 & 12"
AIR QUALITY NOTES
1. ALL GRADING SHALL BE DONE IN COMPLIANCE mm SOAPCO ANO GARB
STANDARDS ANO REQUIREMENTS ANO OUST CONffiOL STANDARDS IN TITLE
24 OF THE CALIFORNIA AOMJN/SffiA TION CODE.
2. WATERING OF THE GRADING SITE SHALL TAKE PLACE BEFORE ANO DURING
GRADING OPERATION TO MINIMIZE OUST GENERATION. A WATER mucK SHALL
BE REQUIRED TO BE ON SITE AT ALL TIMES TO THE SATISFACTION OF THE
CITY ENGINEER.
R/W 60' R/W
JO' ' 30'
I /J' 13' 1
I
I
I
I
I
I
1~
1' 1'
...
~-PROPOSED smEET SUBGRAOE UNDERCUT
PUBLIC PROPOSED LOCAL STREET
I
DARTINGTON WAY, COTTAGE DRIVE
PARADISE ROAD, ASTORIA SffiEET
(NO SIDEWALK ON SOUTH SIDE)
TYPICAL SECTION
NO SCALE
20' R/W I
I ,, ,.,, ~ 10' :
PROPOSED PUBLIC ALLEY SECTTON
ALLEY 'X', ALLEY 'r', ALLEY 'oo', AL.L.[Y 'BB'
TYPICAL SECTION
NO SCALE
SPECIAL NOTES
THE FOLLOf\lNG NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONffiACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEERS
SJGNA TURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES ANO THE CITY mLL NOT BE RESPONSIBLE
FOR THEIR ENFORCEMENT.
1. THE LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE RECORD INFORMATION. CONffiACTOR SHALL VERIFY THE LOCATION
ANO ELEVATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) mTHJN THE PROJECT SITE. THIS WORK SHALL BE .
PERFORMED SUFFICIENTLY AHEAD OF CONSffiUCTION TO PERMIT CITY APPROVAL REVISIONS TO THE CONSffiUCTION PLANS IF ACTUAL
LOCATIONS ARE FOUND TO BE IN CONFLICT f\lTH THE PROPOSED WORK. CONffiACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY
CONFLICTS OR ANY OTHER UTILITIES ENCOUNTERED PRIOR TO PROCEEDING mm CONSffiUCTION.
2. ATTENTION JS CAL.LEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR smucTURES NOT SH0',\1'/ OR IN A LOCATION
DIFFERENT FROM THAT SH0',\1'/ ON THE PLANS. CONffiACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SH0',\1'/ ANO ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTING
SURFACE IMPROVEMENTS DAMAGED BY CONffiACTOR SHALL BE REPL.AC[O AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING
DEPARTMENT.
J. SAFETY PRECAUTIONS ANO AOEQUA TE BARRICADING TO BE IN FORCE BY THE CONffiACTOR AT ALL TIMES. NEITHER THE 0',\1'/ER NOR
THE ENGINEER OF WORK mLL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONffiACTOR SHALL DESIGN, CONSffiUCT, ANO
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS.
4. ALL LENGTHS ANO DISTANCES FOR IMPROVEMENTS SH0',\1'/ ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE.
5. THE DISPOSAL. OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE mm ALL CURRENT L.OCAL, STA TE ANO FEDERAL
REGUL.A TIONS.
6. THE "WORK TO BE DONE" SECTION ON THIS SHEET LISTS THE STANDARD SPECIF/CATIONS AND ORA f\lNGS USED DURING THE
IMPROVEMENT PLAN / GRADING PL.AN DESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE f\lTH THE CURRENT EDITIONS
OF THE STANDARD SPECIFICATIONS AND ORAmNGS IN EFFECT ON THE DATE OF THE SIGNATURE BY THE ENGINEER OF WORK.
7. IF THE IMPROVEMENTS SH0',\1'/ ON THIS PLAN HA VE NOT BEEN CONSffiUCTEO ANO ACCEPTED BY THE CITY f\lTHIN TWO (2) YEARS
OF THE DA TE OF PLAN APPROVAL BY THE CITY ENGINEER, THESE PLANS mLL BE SUBJECT TO REVIEW BY THE CITYS ENGINEERING
DIVISION FOR CONFORMANCE mm CURRENT CITY STANDARDS, POLICIES AND/OR ADDITIONAL REQUIREMENTS.
8. AN AS-BUILT DRAmNG SHALL BE SUBMITTED FOR ALL PROJECT IMPROVEMENTS PRIOR TO ACCEPTANCE OF SAID IMPROVEMENTS.
9. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSffiUCTION COMMENCES.
10. THE CONffiACTDR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSffi/AL SAFETY BEFORE ANY EXCAVATION ANO
PROVIDE PROOF OF OSHA NOT/FICA TIONS ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE OF CALIFORNIA CONSffiUCTION
SAFETY ORDERS.
11. IMPORTED FILL MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE.
12. ALL CUT ANO FILL SLOPES SHALL BE PLANTED mm A MIXTURE OF mEES, SHRUBS, ANO GROUND COVER TO CONffiOL EROSION.
SL.OPE LANDSCAPING SHALL BE INSTALLED FOR PERPETUAL MAINTENANCE OF THE PLANT LIFE USED FOR SLOPE STAB/LIZA TION.
13. OUST CONffiOL MEASURES, SUCH AS THE PERIODIC WETTING 00',\1'/ OF THE BARE ANO EXPOSED AREAS, SHALL BE UTILIZED AT ALL
TIMES DURING CONSffiUCTION TO THE SATISFACTION OF THE PUBLIC WORKS ANO/OR BUILDING INSPECTORS.
14. ALL MAJORS SLOPES SHALL BE ROUNDED INTO EXISTING SLOPES TO PRODUCE A CONTOURED ffiANS/TION FROM CUT OR FILL FACES
TO NATURAL GROUND ANO ABUTTING CUT OR FILL SL.OPES.
15. THE CONffiACTOR AGREES THAT HE SHALL ASSUME SOL.£ ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS ANO PROPERTY. THIS REQUIREMENT SHALL
APPLY CONTINUALLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONffiACTOR SHAL.L DEFEND, INDEMNITY ANO HOLD
THE 0',\1'/[R, THE ENGINEER AND THE CITY HARMLESS FROM ANY ANO ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION mm THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER,
ENGINEER OR CITY.
16. ALL EXISTING FEATURES AND smUCTURES IN CONFLICT f\lTH THESE PLANS SHALL BE RELOCATED OR REMOVED AT THE
CONffiACTOR'S EXPENSE. MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE.
17. MINIMUM 90% COMPACTION IS REQUIRED IN ALL ON-SITE FILL AREAS f\lTH A MINIMUM OF 95% COMPACTION SIX INCHES (6") BELOW
SUBGRADE.
18. AL.L. PROJECT IMPROVEMENTS SH0',\1'/ ON THESE IMPROVEMENT PLANS SHALL BE CONSffiUCTED TO THE SATISFACTION OF THE
PUBLIC WORKS DIRECTOR PRIOR TO ACCEPTANCE.
19. NO PRIVATE IRRIGATION MAINS OR CONffiOL VALVES SHALL BE ALLOWED f\lTH/N THE PUBLIC RIGHT-OF-WAY.
20. THE CONTRACTOR SHALL BE RESPONS/BL.[ FOR THE INSTALLATION, RELOCATION OR REPLACEMENT OF ALL SffilP/NG, SIGNING OR
ffiAFFIC DETECTOR LOOPS AS REQUIRED BY THE PUBLIC WORKS DIRECTOR.
21. A mAFFIC CONmOL PLAN, INCLUDING THE LAYOUT OF CONSffiUCTION WARNING ANO DETOUR SIGNS, SHALL BE SUBMITTED TO THE
PUBLIC WORKS DEPARTMENT FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSffiUCTION.
22. FOR smEET ffi[[S, IRRIGATION ANO LANDSCAPING IN PUBLIC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE, SEE THE
APPROPRIATE LANDSCAPE ANO IRRIGATION PLANS OWG. NO. XXX-1K.
2J. THE EXCAVATOR SHALL CAREFULLY HAND 0/G f\lTHIN 2-FEET OF THE NATURAL GAS ffiANSMISSJON LINE.
, \ DESIGN, CONSffiUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL
THE SOILS REPORT TITLED 'SUPPLEMENTAL GEOTECHNICAL INVESTIGATION FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED BY: .
LEIGHTON & ASSOCIATES, INC. DATED: MARCH 14, 2001 SHALL BE CONSIOEREO AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DON[
• IN ACCORDANCE mm THE RECOMMENDATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOIL REPORTS. 24. NO POWER OPERA TEO EQUIPMENT SHALL BE ALLOWED f\lTHIN 2-FEET OF ANY PORTION OF THE NATURAL GAS mANSMISSION LINE.
• .. BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND
HEAL. TH STANDARDS, L.A WS ANO REGULATIONS.
17. THE CONffiACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL
PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOmNG THE DESIGN OF
SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MAO£ OF WORKER PROTECTION
FROM THE HAZARD OF CAVING GROUND Ol)RING THE: E:XCA VA noN OF SUCH mENCH OR
ffiENCHES OR DURING THE: PIPE JNSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR
ALL. ffiENCH£S FIVE FEET (5') OR MOR£ IN DEPTH ANO APPROVED BY THE CITY ENGINEER
ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF 1HF Pl AN VAl?/ES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSffiUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA AOMIN/SffiA TIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED
ENGINEER AT THE CONffiACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST
BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL 8E PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED
FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE
OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING
CONsmucnoN, OPERATIONS f\lLL CEASE IMMEO/A TEL Y, AND THE PERMITTEE li!LL NOTIFY THE
CITY ENGINE:ER. OPE:RA TIONS mlL Nor RESTART UNTIL THE PERM/TT£[ HAS RECEIVED
WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO.
20. ALL OPERATIONS CONDUCTED ON 1HE SITE OR ADJACENT THERETO, INC:.LUIJING WARMING UP,
RE:PAIR, ARRIVAL, DEPARTURE OR OPERATION OF mucKS, EARTHMOVING EQUIPMENT,
CONSffiUCTIDN EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE
LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY
ANO NO EARTHMOVING OR GR.AD/NG OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR
8' MIN.
ALLEY 1·
t ~~10·--.-i~
t-f.-rL---'-,1 ,;
GARAGE \
--------'---
MIN. 1% SWAL[-,.IY i i--:R[T. WALL
c::,Ncg,, (;bzr; ! ·· · -1 ~ tc:a,~i; if.~'")•
*5' MIN.--f ---
AREA D AIN ( f>P )\ i,, ~:::::1 i
L ____ _
__ R·:..:· 0:.:.. :.:.:W. __ -4----'-11 __ -...v.,..v-J-JLL.I-
~
SIDEWALK \
· HOL.IOAYS. (A UST OF CITY HOLIOA YS JS AVAIL.ABLE AT THE ENGINEER/NG DEPARTMENT
COUNTER.)
PORCH SETBACK CURB & GUTTER
8ENCHMARK
DESCf(.JPT/ON: BRASS DISK IN CONCRETE. I/./ A S7AN/JAR/J 61/RVEY WELL ON
CENTERLINE OF EL (1,11/NO REAL
LOCATION: COUNTf OF SAN 0/EGO BE!ICIIMARK DES!GNATION !10. 81600 288+89EC
smEET SLOP[
-----SE[ PUD DETAIL
'A-1',A-2',A '-3'
OPTIONAL WALL
SLOPE OR AT GRADE
PLANNING AREA 7
TYPICAL LOT DRAINAGE
PROJECTDF.SIGN CONSULTANTS
PLINNINO • ~ • llN!llNlil!IONo • SUR\ll!Y /OPS
70 I B Street, Suite 800, San Diego, CA 9210 I
619-235-6471 FAX 619-234-0349
25. IF ANY CONTACT OF THE PIPE JS MADE, £VEEN IF THERE IS NO VISIBLE DAMAGE, THE CONTACT AREA MUST BE IMMED/A TEL Y INSPECTED
BY AN SOG&E WELDING INSPECTOR. THIS MAY SIGNIFJCANTL Y DELAY YOUR JOB IF SHORING OR OTHER SAFETY PRECAUTIONS ARE NEEDED
TO ALLOW THE INSPECTION.
26. TO ARRANGE FOR GAS ffiANSM/SSION MARK OUT ANO STANDBY, CALL USA (BOD) 227-2600.
"AS BUILT"
RCE 420/5/ I}: IEWED BY:
~... Rd). ~ f:lf!n!@'"l
INSPECTOR DATE '
l--+--+--------------l----+--+----1------'lsH2EETl. __ c_1r_Y_o_F_c_A_R_L_s_s_A_D___,lsHE9ETsl _ ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 7 1-----+---t----------~-----·· -·"--+----f---+-----1 f-----------------·------'-'
. -----·--·-· ------------+---+---t----+----l ~CD: L!flyS ~-_HUBB_Sd,Y.~ EXPIRES 12-31 -05 ¢.,;Ire" 'Ff.>OT '!'PD ./1"57 /!JUllT ~
fciiGREGEGORORYY M.M.siSl'iiEIIEillL0SS., llR.Cc:l.Ec'. 4j,;z9i5'51r--,oiAlA1ELJR£i£C~iissmmAiTITIONONITiD'8E$siiiGNNEEDD T"'IP'MM-ISSUURR'>i'VEYY i"'~;;._~~cc"-l-".:'.:__'="'__ __ -"-~--'--------+----f------+----+----l -------------,-----~
cf..tVAT/0/,/: 3/f.407 /.1.5.L. (JA"(IIM.· __ ..:..:_:"-"'"'--''-'--------~ EXPIRES 03-31-D< BY, RE'AE,. RE'AE,. DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: , . PROJECT NO. DRAWING NO.
'·1~~~~~~~··~.·~·--~-,·~·-~··~--~~~··~-~~--~·~--,-~·~-····-··11111--11111·····-----l!!l/,/•.G-:V.iioi(J!ll,2•9111!!1! .. ----··--f!!!llll-·-··-·.---------------·--·-·-----··-··-------r-r------·-·-'b---°l---o .. 1 __________ E_N_GINIIIIEIIIER-OIIIF .. w.oR.Ki..---·R-E-Vl-S-IO-N-DIIIE-SC-R-I-PT-I-ON----··O~T~HE~R.,;A::;;PP;,;;R~OV;,;;A~L,.;C;ITY~A:;,:PP;;RO~V;;AL~-~~~K~D~~ii{iiii:ii!Jiiiiiiiii.iiiiciiiTiiiOiii2iiiiiiii1iii4iiiiiii(2iiii~iii.,~iii4iii1iii1iiiiiiii4iiiAiiiiiiiiiiiil 'T.· \Engr\2407\PA7\grd\2407. 7grd02.dwg OJ/05/2004 11. 32. 19 },M PST JN. 2407 7
---,--,, -·1
(042604•.··'\
101907
. _____ _,.
0
:E
I\) G1
2. .i:::-
(0 ...... ......
I +:=-
)>
PAD ELEV
0 20
VARIES
SECTIONB-B
N. T.S.
80
PAD ELEV
120
-···· ·····-··· ...... -----
r ; ..
; ; .'
' . PLANNING AREA
BOUNDARY
BLADED SWALE AND
BROW DITCH PER DIIG
NO 400-BA TO BE
REMOVED
-----·l·········
372. 11 ---
\
I
I
"'I 23
DESCRIP110N: _,B"'R""ASS=-"'Dl,,,SK'-.!!.clNc..C,,.,ON=CR'-"E"'-TE"--"IN'--'-'A_,,SccTA,.,.N...,D""AR,.,.,D'--"'SU"'-R,..,VE=-Y'-"llEZ.L=_,,ON~ __ _
ON CENTERLINE OF EL CAMINO REAL
LOCA 1/0N: COUNTY OF SAN DIEGO BENCHMARK DESIGNA110N NO. RIBOO 2BB+B9EC
ELEVA110N: 311.407 M.S.L DA TUM: N.G. V.D. 29 -~~~~----
T \Engr\2407\PA7\gcc:J\2407,7grc:103,clwg 03/22/2004 02,4109 PM PST
GREGORY II. !HfJ.JlS, R.C.E. 42951 DATE REGIS1RA110N ~ h>o..:~ OP1RES 03-31-<14
'?,-'"-ott
OCSIGNED
BY:
PM
RS\1EW:
SUIMY
RE'o1EW!
?J,,J VARIES
T' MIN.
PAD ELEV
VARIES
1' MIN.
'(?~J,, 4o~'1s
~A TERPROOF/NG--~
(sEE GENERAL NOTES) GRADE TO DRAIN
~ .. J
WATERPROOF/NG ~ PAD ELEV
(SEE GENERAL NOTES)
p 1\JV1VJ1VG J-\REJ-\ 15
\
12" (MIN.}
IIITP HOLE
(SEE NOTE 5)
\PAD ELEV
CLASS 2 PERMEABLE FILTER
MATERIAL (SEE GRADA 110N}
4• PERFORATED PIPE
12" (MIN.)'---1'~
IIITP HOLE
(SEE NOTE 5)
PAD ELEV
FILTER FABRIC
(SEE NOTE 4)
1!>---1/4 TO T/2 INCH SIZE GRAVEL
'(r1?APPED IN FILTER FABRIC
OPTION1
(SEE NOTE NO. J) CONNECT
TO NEAREST DRAIN
PIPE SUfff«/UNDfD WITH Cl.ASS 2
PER!JtAI. MATERIAL
CLASS 2 FILTER RMEABLE MATERIAL SECT/ONA-A
OPTION2
4 • PERFORA TED PIPE
(SEE NOTE NO. 3) CONNECT
TO NEAREST ORA/N
GRAVEL WRAPPED IN FILTER FABRIC
GRAOA 110N PER CAL ANS SPECIF/CA 1/0NS N. T.S.
\
SIE\£ SIZE
1·
3/4"
J/B"
No. 4
No. 8
No. JO
No. 50
No. 200
\
TOO
90-100
40-100
25-40
TB-JJ
5-15
0-7
0-J
-\~~~---·-~--
tyc 3+20.00
I 37}!1JJ. 00
L=270.13'
t.=18'38'51"
Blit: 3+50.00
-376.73 -
NOTES;
T. SAND SHOULD HA VE A SAND EQUIVALENT OF JO OR GREATER AND MAY BE
DENSIFIED BY WATER JEmNG.
2. 1 CU. FT. PER FT. OF 1/4 TO 1 1/2 INCH SIZE GRAVEL '(r1?APPED IN FILTER FABRIC.
J. PIPE TYPE SHOULD BE ASTM 01527 ACRYI.ONITRILE BUTADIENE (ABS} SDRJ5 OR
ASTM D1785 POL YVINYI. CHLORIDE PLAS11C (Plit:), SCHEDULE 40, ARMCO A2000 Plit:,
OR APPROVED EQUIVALENT. PIPE SHOULD BE INSTALLED Wf7H PERFORA 1/0NS DOWN.
PERFORA 1/0NS SHOULD BE JjB INCH IN DIAMETER PLACED AT 7HE ENDS OF A
120-DEGREE ARC IN TIii? ROltS AT J-INCH ON CENTER (STAGGERED).
4. FILTER FABRIC SHOULD BE MIRAFI 140NC OR APPROVED EQUIVALENT.
5. WEEPHOLE SHOULD BE J-/NCH MINIMUM DIAMETER AND PROVIDED AT 10-FOOT
INTERVALS. IF EXPOSURE IS PERMITTED, WEEPHOLES SHOULD BE LOCATED 12 INCHES
ABOVE FINISHED GRADE. IF EXPOSURE IS NOT PERMITTED SUCH AS FOR A WALL ADJACENT
TO A SIDEWALK/CURB, A PIPE UNDER 7HE SIDEWALK TO BE DISCHARGED 7HROUGH 7HE
CURB FACE OR EQUIVALENT SHOULD BE PROVIDED. FOR A BASEMENT-TYPE WALL. A
PROPER SUBDRAIN OUTLET SHOULD BE PROVIDED.
6. RETAINING WAU PLANS SHOULD BE REVIEWED AND APPROVED BY GEOTECHNICAL ENGINEER.
7. WAUS OVER SIX FEET IN HEIGHT ARE SUB.£CT TO A SPECIAL REVIEW BY 7HE GEOTECHNICAL
ENGINEER AND MOD/FICA 1/0NS TO 7HE ABOVE REQUIREMENTS.
GENERAL NOTES;
• WATERPROOFING SHOULD BE PROVIDED l+HERE MOISTURE NUISANCE PROBLEM
THROUGH 7HE WALL IS UNDESIRABLE.
• WATERPROOF/NG OF 7HE WALLS IS NOT UNDER PURVIEW OF 7HE GEOTECHNICAL
ENGINEER.
• AU DRAINS SHOULD HA VE A GRADIENT OF 1 PERCENT MINIMUM.
• OUTLET POR710N OF 7HE SUBDRAIN SHOULD HA VE A 4-INCH DIAMETER SOLID
PIPE DISCHARGED INTO A SUITABLE DISPOSAL AREA DESINGED BY 7HE PROJECT
ENGINEER. 7HE SUBDRAIN PIPE SHOULD BE ACCESSIBLE FOR MAINTENANCE (RODDING)
• 07HER SUBDRAIN BACKFIU OP110NS ARE SUB.£CT TO THE REVIEW BY 7HE
GEOTECHNICAL ENGINEER AND MOD/FICA 1/0N OF DESIGN PARAMETERS.
R/W R/W
VARIES 5' ,.
2:r 2:C 2% .. ~
SECTIOND-D
N. T.S.
R/Y(
PAD
R/W ~ R/W
GATEWAY ROAD
PER DIIG NO 400~~°'\
VARIES 1·
6' SOUN 2'-5' "" WALL I
2%
<·,,
2 2% 2:r
SECTIONC-C
N. T.S.
DWN BY=-~-1
CHKD BY: ~
RVWD BY: ~
PROJECT NO.
T 02-14 (2
1·
2% PAD
EXPIRES 12-31-05
'1/ttl;/N'
DRAWING NO.
411-4A
J.N. 240707
0 20 40 80
R=I0.00 SEE EIEEr 3 '\
L=9.6J, \L--~-· -' I ,.,, =--/_,,.._,~l ::,,,,',:-·~~=c,,,.. .i=s5ivg•oo· _ \, 1
-
I
/;
/;
)
BENCIIHARK
l.OCAT/01/: COUNTY OF SAN DIEGO BEIIC/.IMARK OfS/GJ.JAT/0/.J NO. Rf800 288./-BqEc
f.LEI/AT/011: 3/f.407 M.5L . DATl!M: N.G.V.D zq
\
\' ' I,
1,
I•
I
I
-----7
\i
\\ 1,;
\\ i, ',
0 PR.omcrDFSIGN CONSULTANTS
PIANNINO • BN'•■e a z:rr·i1. • BNaNlllaNa-• SVKYBrlOPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
CREGCRY M. Sl-llEl.DS, R.C.E. 42951 DATE REGISTRATia. DE9GNED PM
OPMS 03-31-04 BY: REVIEW:: ~ ~-'\· I) 'f
SURI£( ....,,:w,
T,\Enor\2407\PA7\orcl\2407,7orcl04,clwo 03/08/2004 07•28,12 AM PS T
P LJ.\1V1VJJV GJ
"AS BUil T"
I
I I
I
I I
I
l--+---+-----------------------71 sH4EETl~_c_1TY __ o_F_c_A_R_L_s_s_A_o_~lsHE9ETsl _ ENGINEERING DEPARTMENT
GRADING PLANS FOR:
BRESSI RANCH
PLANNING AREA 7 >::&.-a ,A.j.. <,-1.1. "7
RCE 'IZ'llff! "i-,,-!Ja DATE h=,-,,-.,.-1--,,,,;;,---+½---.-,--,=c.;.------------t-----+---+--+-----t I APPROVED , ;L~YD B. ~l'.2~,r t EXPIRES 12-31-05 I r~~~)B~~=EX~P-·==~~==~=-:-:---~5'~-~-~0 t.~~~~A~S~-]1'U~ll~T~~~~~~=====t~:=t::~~~~~~~ . A@I '?'.' 1irf'fjfth 'lj.1¥i_o¥ .
~D BY: 11~~;_4 l~~AL Ltl-ADDE.D RETl\l~\NG, \/JI\U.~ DATE INITIAL I TIAL ~Dc=WNH:'.:K:::D=B=BYY:=,=====~:--~;::_=-:'.'.:P_.::'.::R_.'.::::O~J-E~C=T~-=N-=0-=.-=-=;--;::::=D=R=A::::Wl=N=G'=N=o=. ~ ~~~~~~~~9~~Q~%~ ~ (
INSPECT~~ DATE NGINEER OF WORK REVISION DESCRIPTION QTI,ER APPROVAL CllY APPROVAL RVWD BY: &B T 02-14 2 411-4A
275' SIGHT DISTANC
(nP .)
N79'57'JB"E
531.72'
BO
T •\Engr \2407\PA 7\grd\2407,7 grd05,dwg
PL J\JVJV/JV GJ J\REA 9
BENCHMARK
120
LOCA710N:
DESCRIP710N: BRASS DI _,jj~i§~jsK;i'N~c~ON~iCR~E~TE~~,N~tA~s~rA~N:o:AR:o~!su~R~YE~Y~!~~u::o:N=:==== .J!N CEN TERUNE OF El CAMINO REAL
COUNTY OF SAN DIEGO BENCHMARK OES/GNA 710N NO, R1800 288+89EC
ELEVA710N: 311.407 lrl.S.L DA TUI,/: N.G. V.D. 29
03/22/2004 02,JB,46 PM PST
~ !?.mon:-'i!P!!!-Cfl:l ~STANIS ~ 701 B Str S , _.... ♦ !JIMIY/Ol'II eet, mte 800, San Diego, CA 92101
619-235-6471 FAX 619-234--0349
GAEGORY M. SHIElDS. R.C.E. 42951 OAlE R[QSTRATI(Jil
OPIRES 03-31-04
lt-t, -••
DES1GN£I)
BY:
Sl.lMY
RE\1EWe
RIP RAP PER SDRSD D-40 __
NO. 2 BACKING 1.0' THICK
Ill TH FILTER FABRIC OR SANO
&-GRA \/El FILTER 6" MIN. THICK
BLADED SWALE PER
om:; NO 400-8A TO
BE REMO\lfD
..
SECTlONE-E N. T.S.
L=4.00'
·. .
'
. 8 •
' ..: • . .,,
.0
' . .
"' ' II .. ' "( . ' .
"-<o
c:i II c::,
LOT 90
374.4
MOD. STRAIGHT HEADWALL
PER SORSO 0-32
TOP 370,39
Fl 368.72
LOT 91
374.1
LOT 92
374.8
MOD, STRAIGHT HEADWALL
PER SORSO D-32
TOP 370.20
Fl 368.53
TYPE 'A-4' CO Rf/,/ 37-f,68
Fl IN 368.40 (18 RCP
LOT 99 )
374.9 /
TYPE • A. INLET I (__ /
RIM 373.65 \ °;'
Fl OUT 18" RCP 369.99 / ,
Fl OUT 8" PVC 368.82
8" PVC ~ 20.13 LF o o.5X / ',':
:fl.!~~tf-c_c_LA_s:-s_,_s_oTJ -,-----_1 _ _.;·~~74_21 /_,,
2: 1
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Fl IN 368.40 (8" PVC) .,,.-
Fl OUT 368,07 ~ ~)__.,..-
__.,..-
v
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MOD. STRAIGHT HEADWALL
"AS BUil T"
". '?, 1 ... ,
RCE 129!5! EXP. tJa -'3!-0fJ DATE
<4,-WED BY: Q
INSPEcror# = 61 ¾I~ DATE
N. T.S.
5-z-07 PIJC-
1111g101 PDC..
DA TE INITIAL
NGINEER OF WORK
WA 7ER QUALITY FEATURE -LOT 161
AS-IJ/Jll-T
&-ADOED RETAl~l~b WALL5
DA TE INITIAL
REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
BRESSI RANCH
PLANNING AREA 7
DWN BY:
CHKD BY~
RVWD BY;~
PROJECT NO.
T 02-14 (2
EXPIRES 12-31-05
"'A•¥
DRAWING NO.
411-4A
JN 2407,07
EROSION CONTROL NOTES:
1. IN CASE EMERGfNCY WORK IS REQUIRED, CONTACT JI,/ URBINA AT (760) 715-7712
(ClliULAR) OR KRISTINE ZOR71,1AN OF lENNAR H()l,IES AT (760) 918-7765.
2. EQUIPMENT AND WORKERS FOR EMERGfNCY WORK SHALL BE MADE AVAILABLE AT
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKP/L£0 ON SITE AT CONVENIENT LOCATIONS TO FACIUTATE RAPID
CONSTRUCTION OF TEl,/PORARY DEVICES WrlEN RAIN IS /1,/1,//NENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOD/nm WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROi.. DEVICES TO WORKING
ORDER TO THE SA TlSFACTlON OF THE CITY ENGINEER AFTER EACH RUN-OFF
PRDOUC/NG RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROi.. MEASURES AS
MAY BE REQU/Rm BY THE CITY ENGINEER DUE TO UNCO/IP/.£TED GRADING
OPERA TlONS OR UNFORESEEN CIRCUMSTANCES 'Mi/CH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS 'MiERE /1,/POUNDm
WATERS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
PLAN SHALL BE /I/CORPORA TED HEREON.
8. GRADED AREAS AROUND THE PRO.CCT PERIMETER MUST DRAIN AWAY FRO/,/ THE
FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH WORKING DAY WrlEN THE RVE (5) DAY RAIN PROBABIUTY FORECAST
EXCEED FORTY PERCENT ( 40X). SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL
10. ALL GRAVE!. BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH l,//N/1,/UI,/ AGGREGATE
11. SHOULD GERM/NA TlON OF HYDROSffDED St.OPES FAIL TO PROVIDE EFHCTIVE
COVERAGE OF GRADm St.OPES (90,C CO',U?AGE) PRIOR TO NOV[l,l8£R 15, THE
St.OPES SHALL BE STABILIZED BY PUNCHm STRAW INSTALLm IN ACCORDANCE
WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF
THE DEPAR71,1£NT OF CONSERVATION, STA TE OF CAUFORNIA.
TB.FORARY EROSION CONTROL
PLANTNG AND FIRIGATION NOTES:
ALL PERMANENT AND TEl,/PORARY EROSION CONTROL PLANTING AND
/RR/GA TlON SHALL BE INSTALLED AND 1,/A/NTAINm AS REQUIRED IN
SECTION 212 OF THE STANDARD SPEC/RCA TIONS AND THE FOi.LOWiNG:
A. HYDROSE[/)/1/G SHALL BE APPUm TO:
1. ALL St.OPES THAT ARE GRADm 6: 1 (HORIZONTAL TO VERTICAL)
OR STITPER 'MiEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC
WALL OR STREET.
b. ALL St.OPES 4 FEET OR /,/ORE IN HEIGHT.
2. AREAS GRADm FLATTER THAN 6: 1 WrlEN ANY OF THE
FOI..LOWING CONDITIONS EXIST:
a. NOT SCHmULm FOR /1,/PROV[l,IENTS(CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH
GRADING
b. /DENT/RED BY THE PARKS AND RECREATION DIRECTOR AS
HIGHLY VIS/Bl.£ TO THE PUBUC.
c. HA VE ANY SPECIAL CONDITION /DENT/RED BY THE CITY
ENGINEER THAT WARRANTS /1,/1,/m/A TE TREA 71,/ENT.
8. HYDROSEEDm AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH
THE FOi.LOWiNG CRITERIA:
1. ALL St.OPES THAT ARE GRADm 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FRO/,/ QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PREC/PITA TlON SPRINKLER HEADS PROVIDING
100,C COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TERm BY A
CONVENTIONAL SYSTE/,1 OF LOW PREC/PITA TION SPRINKLER HEADS
PROVIDING 100,C COVERAGE.
2. AREAS St.OPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED
CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL
SUBl,//T A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SPEC/RC REGARDING THE NUMBERS.
TYPES .t COSTS OF THE ELFJ,/ENTS OF THE PROPOSED SYSTEM.
3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTll,/UI,/ LEVEL FOR THE GROWTH OF THE HYDROSEEDm GROWTH.
C. HYDROSffDING /,/IX SHALL CONSIST OF ALL OF THE FOI..LOW/1/G:
1. SEED /,/IX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOi.. CIA CALIFORNIA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOI.JA
e. 3 lbs. PER ACRE OF AL YSSUI,/ (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOI..ECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE 0/,//TTED ON
LOCA TlONS WrlERE THE AREA BEING HYDROSITDm IS NOT VISIBLE
FRO/,/ EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. /TEI,/ a OF THIS SUBSECTION MUST BE /1/0CULA TED WITH A NITROGEN
RX/NG BACTERIA AND APPLlm DRY EITHER BY DR/LUNG OR
BROADCASTING BEFORE HYDROSffDING.
i. ALL SITO MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPAR71,1ENT OF FOOD
AND AGRICULTURE CERTIRCATION TAG ATTACHm TO, OR PRINTED ON
SAID CONTAINERS.
j. 1/0N-PHYTO-TOX/C WEmNG AGfNTS MAY BE ADDm TO THE
HYDROSEm St.URRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 /,/ULCH APPUm It T THE RA TE OF NO LESS THAN 2000 lbs PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAUUCALL Y APPLIED RBER MATERIAL WrlEN STRAW IS USED IT MUST
BE ltNCHORm TO THE St.OPE BY MEGHAN/CALLY PUNCHING NO LESS
THAN 50,C OF THE STRAW INTO THE SOIL
3. FERTIUZER CONSISTING OF AMMONIUI,/ PHOSPHATE SULFATE. 16-20-0,
WITH 15,C SULFUR APPUm AT THE RA TE OF 500 lb .. PER ACRE.
D. AREAS TO BE HYDROSITDm SHALL BE PREPARED PRIOR TO H'rVROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A C(}l,IB/1/A TION OF:
a. TRACK WALKING St.OPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCIENTL Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING /TEl,/S a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. AD.A/STING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED SITO Bm.
b. THE ADDITION OF SOIL AMENDMENTS. PH AD.A/Sll,IENT, LEACHING
OR CO',U//NG SALINE SOILS TO PROVIDED VIABLE CONDITIONS
FOR GROWTH.
£. HYDRDSEEDED AREAS SHALL BE MAIi/TA/Nm TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PRO.CCT IS PERMANENTLY LANDSCAPm OR, FOR AREAS WrlERE
HYDROSSED/1/G IS THE PERMANENT LANDSCAPING, UNTIL THE PRO.CCT IS
C()l,IPLETED AND ALL BONDS RELEASED.
T,\Enor\2407\PA7\ord\2407.7er06.dwq 03/08/2004 07,40,02 AM PST
LEGEM):
DESCRIP110N S)7,(80/., QUANUTY
STABIUZED CONSTRUCTION ENTRANCE · · · · · · · · · .. · · · · · · · · · · · · .. · · .. · .. ~ 9 EA.
0 LF. SILT FENCE .. · · · · · · · · · · · · -0-0---0----0--
GRAVEL BAGS · .. · · · ...... · · .. · · ...... · · · · · .... · • · · ·• .... · .. · · .... · · 1,110 EA.
2,590 L.F. RBER ROI..L · · · · ·.. · .. · · · .. · · · · .. • ·.. .. .. · · • ·.. ·.. · .. · · · -----• --
SC-6
1,C MIN. (ROUGH GRADE)
2 7r;
SLOPE SEE]
CITY STD.
OM;. GS-14
SECnONA-A
SC-8, SS-9
PROPERTY LINE r--~--~~--itt '""'~=--=~=--~=-.::=if
"--FrBER ROLL
SEE NOTE 1
PLAN
NOTES:
1. USE SS-2, SS-3, SS-4, SS-5, OR SS-7 AS
APPROVED BY INSPECTOR.
2. SEDIMENT TRAP W/4" PVC OUTLET, 1' HIGH x
3' WIDE OVERFLOW ONTO SS-7 W/ONE ROW OF
SANDBAGS ALONG EDGE OF SPILLWAY. TOP OF
TRAP 6" ABOVE OVERFLOW. MIN. SIZE 10'x20'.
£OW SHALL DESIGN FOR PADS OVER 7,500 S.F.
BENCH MARK
c.. e
RBER ROLL
DESCRIPTION: _,8,,_,R,c:AS.,_.SccDe.clS,.,K._.._./N'--'C.,_.ON=CR""E"'TE=--"-/N,.__A"--"S"-'TA-"-N"'D'--'AR-"'D'--S"'U"'R'-'-VEecY'-"'IIU=L ~ON~---
ON CENTERUNE OF EL CAMINO REAL
LOCATION:
ELEVA TlON:
COUNTY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R1800 288+89EC
311. 407 M.S.L DA TUM: N.G. V.D. 29 ----~~~----
PR.omcrDPSIGN CONSULTANTS
PIANl.«J • IINYIDllll!HrAL • .IINm UG • SlllMll'/Cll'S
701 8 Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS. R.C.E. 42951 DA TE REQSTRA TION DES1GNED PM
EXPIRES 03-31-04 BY: RE\1EW: NA ~-..,.o~ SUR',Ff
RE\'IEw.
[
CRUSHED AGGREGATE GREATER THAN 3"
BUT SMALLER THAN 6"
CORRUGATED STEEL PANELS
IGINAL GRADE
~ ':<~&;::::· ~~f.'.'.i•/".' ,_-,
CRUSHED AGGREGATE GREATER THAN 3•
BUT SMALLER THAN 6"
RLTER FABRIC ORIGINAL GRADE
FILTER FABRIC
12• MIN., UNLESS OTHERWISE
SPEC/RED BY A SOILS ENGINEER
12" MIN., UNLESS OTHERWISE
SPEC/RED BY A SOILS ENGINEER
SECTION A-A
N. T.S.
NOTE:
SECTION B-B
N. T.S.
CONSTRUCT SEDIMENT BARRIER
AND CHANNEUZE RUNOFF TO
SEO/MEN T TRAPPING DEVICE CORRUGATED STEEL PANELS
. ·i ;,o,
0 9 ' ' .. \·
. "-'. h .
: :-u~ '. •·
' ~-•. ,c., .
B
"'!----------50' MIN. ----------1
OR FOUR TIMES THE CIRCUMFERENCE
MATCH
EXISTING
GRADE
OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
WI-/ICHEVER IS GREA TER
PLAN
N. T.S.
STABILIZED CONSTRUCTION ENTRANCE
R/W
0
TYPICAL SECTION
NO SCALE
SECTION 8-8
s· ~I ~ ~I :"!
5'
10~/I H 10'
'l,fJR WEIR
B ~-~ ~-~ B
I
B B
R/W
0
TEMPORARY DESIL TING BASINS AT INLETS
IN SUMP CONDITION
WIDTH AS
REQUIRED TO
ACCOI.IODA TE
ANTIC/A TED
TRAmc
TEMPORARY DESIL TINQ AND
EROSION CONTROL/SANDBAG DETAILS
NO SCA LE
GRA l'E'L BAGS OVERLAP
ONTO CURB
~
RUNOFF ~----c.....:. _ __...,,... ..
GAP BEraf:EN BAGS
ACTS AS SPILLWAY THREE LA YERS OF GRAVEL BA GS
WITH ENDS OVERLAPPED
G'lAVB..BAGS
NO SCALE
PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPAVED
AT THE INTERVALS IND/CA TED BELOW. VELOCITY CHECK DAMS SHALL BE
CONSTRUCTED OF SANDBAGS. EARTH DIKES MAY NOT BE USED AS
VELOCITY CHECK DAMS
GRADE OF 7HE STR£ET
LESS THAN 2X
INTERVAL
NOTE:
90,C COMPACTED EARTH BERM
12·
TOP OF SLOPE AS SHOWN ON PLAN
PROPOSED OR
EXISTING St.OPE
2: 1 MAX. (TYP BLADED SWALE 'MIER£
SYMBOUZED ON PLANS
W/ SANDBAGS EVERY 100'
12·
4' ---i~ 5' --1-'"'RI (MAX. 10')
BLADED SWALE AND BERM
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
---------
3. ATTACH THE RL TER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
NO SCALE
NO SCALE
UVE STAKE
3• -s· (75-125mm)
8"-10• DIA.
(200-250mm)
1" X 1• STAKE
(25 X 25mm)
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKRLL AND COMPACT THE
EXCAVATED SOIL.
J'-4'
RBER ROLL INSTALLATION REQUIRES
THE PLACEMENT AND SECURE
STAKING OF THE ROLL IN A TRENCH,
3"-5" (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE
ALLOWED TO RUN UNDER OR
AROUND ROLL.
SPACING DE.PENDS
ON SOIL TYPE AND
St.OPE STEEPNESS
RBER ROLLS MUST BE PLACED
ALONG SLOPE CONTOURS
SEDIMENT. ORGANIC MATTER,
AND NATIVE SEEDS ARE
CAPTURED BEHIND THE ROLLS.
FIBER ROLLS INSTALLATION ON SLOPES
ND SCALE
UBDIVIS/ON BOUNDARY _ _.-7
EXISTING GROUND
TYPE C OR D TERRACE
DRAIN AS REQUIRED BY GS-14
FOR CUTS AND nus
H
(IN FEET)
LESS THAN 10'
8 10' TO 20'
OVER 20'
::::~ /'. <;/'<
I ,
I EXISTING GROUND
TYPE 8 BROW DITCH AS
REQUIRED BY GS-14 FOR
CUTS AND RLLS
A B
2 · 3.5'
H/5 4
4' + H/10 H/5
( 10' MAX.) (10' MAX)
TYPICAL SLOPE SETBACKS FROM SU BDIVISION BOUNDARY
NO SCALE
2,C TO 4,C
4X TO 10,C
OVER 10,C
AS REQUIRED
100 FEET
50 FEET
25 FEET ----------------+---+---+---+---II sH6EET l.__c_1TY __ o_F_c_A_R_L_s_s_A_o _ _,lsHE9ETsl ENGINEERING DEPARTMENT
z
0 No. 42951 ,., ~ Exp. 03-31 -04 ~
* * J'~ c1 v 11. ~,'t'
1t-OF CAL I'
"AS BUil T"
RCE -t'l "15/
REVIEWED BY: <'M Ro
INSl=>ECTO~_;
~./2ei:,)
DATE
DA TE INITIAL
NGINEER Of WORK
AS-&UJL:r
REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
EROSION CONTROL PLANS AND STREET CROSS SECTIONS
BRESSI RANCH
PLANNING AREA 7
DWN BY:-~~,
CHKD BY: }:i'9
RVWD BY: ~
PROJECT NO.
T 02-14 (2
EXPIRES ~31-05 ~~¥
DRAWING NO.
411-4A
J.N. 2407.07
0 20 40 80
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ON SHEET 6 (TYP.J,o., ,-,, ✓ · ,,,,, _,,,,-__,,.,,. •.. -, . _,,,,-,. .·
_,,,,---,-:, ----
PRomcr°DBsIGN CONSULTAN'IS
PIMl■IJ • JINVW ETfAI. • Bal IJ • Stlmll'IOII
701 B Street, Suite 800, Sao Diego, CA 92101
619-235-&471 FAX 619-234-0349
_J:S. ·-I~ >-'I-or:;° 03-31-04 BY:
P1I
REVIEW,
SIJIMY
REVIEW: llJCATTON: t:OIJN7Y OF SAN OflG() BEi/Ci/HARK fJE':5/GNJ:llOI/ /IO. RIJOO Z66-h1'fEC I •u: a.; l~ •:~. l DA1E IGISlllAT1011 I DEllGNEll I
ELEVATION: 611.~7 H.5.L. O1:T/JM: N.G.V.D. 2'1 . c_ __ ,.._ ____________ L....,. _ __. __ __J,. __ __,
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t----f----il-----------------+---+---+---+----1 I SH7EET I CITY OF CARLSBAD I SHEgETS I
ENGINEERING DEPARTMENT
:::::=::::::::::-================:::::::'...'.====:
BUil T"
EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 7
EXPIRES 12-31-051 "'-ftu"'46i
DRAWING NO.
411-4A
J N. 240707
<:) ~ ...
N·II -
0 80 120 w ....
t'i "' GREOORY M. SHE..DS. R.C.E. 42951 DA'TE REGIS'lRA TION
,-._ "' . 1 EllPIRES 03-J1-04 ✓ ~..:,. > -., •CJ 't
T:\Enor \2 407\PA 7\grci\2407.7 e r08,ciwg 03/08/2004 07:4 7:42 AM PST
DESIGNED
BY:
PM
RE'l!EW:
SURVEY
REVIEW:
PLAJVJVJJV GJ .AFiEJ.\ 15
r r::n ,,yiG1 JVO 400~BJ.\ rir'r; D IA/ ,
PLJ.\JVJV/JVGi
PEFi D0/Gi JVCJ
RCE 4Z'•Hil
~BY:
"AS BUil T"
EXP.
,.,. :z. 'I., • 2
DATE ~3-'Jl-08
DATE NGINEER or WORK REVISION DESCRIPTION
8ENCH MARK _
DESCR!PTT0/1: fJl?A5S · ~ON~CEN~~i/5~K~IN~CO~'/l~CR]E:TF:~l~'NfA~5~TAM~0.4~RIQ0~5''i.f!c'l/R~V.l_f_'EY:rJ!'.WEi§U.L __ _
Lor, 1~ar_~'Lli'NE!tl]OF~EL~CAMi-~r.~'NO~RE,~"~L ~;;;;;;;:::::::= .,,., Tl0N: COUf.l'/Y OF SAN O/EG() BE: "-. · 1fCIIMARK OE5/GNAT/ON NO. R/800 Z88-l-8'1lC
ELEVATION: {j/f.40? M.SL. c..:..;;.2.:'...!..~~----OA7VM: " "'V. --'-'-'"'·~"-~-~/J--=.2:'.'..q ___ _
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 7
EXPIRES 12-31-05
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DA TE INITIAL DA TE INITIAL OWN BY:
OTHER APPROVA CHKD BY: ~ CITY APPROVAL RVWD BY: _
PROJECT NO.
T 02-14 (2
DRAWING NO.
411-4A I I
JN 2407 01 [
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0 20 40 80 120
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PR.OJECTDFSIGN CONSULTANTS
l'IANNINO • 1!NV.110G111HrA • IINmllll!laNO • SlllM!!'IOl'S
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. Sf-E.DS, R.C.E. 42951 DATE REQSlRATIOM
~ A ~ l E>aJIRES OJ-31-()4. / ~~ '>-1~" ~
DESIGNED
BY:
PM
RE\SE'*-
SUfl\11:Y
RE~EW:
(
STABILIZED CONSTRUCTION
ENTRANCE PER DETAIL
ON SHEET 6 (TYP.)
STABILIZED CONSTRUCTION '
ENTRANCE PER DETAIL
ON SHEET 6 (TYP.)
O CJr'j\J np1\r•r Q 1 / !:::, U .r uJ.::, O
PEF! D0/GJ JVO 400~1
8ENCH MARK
DESCRIPTION: BRASS Ol5K IN CONCRETE IN A STANOARO SURVEY WELL
/JIJ CENTERLINE OF EL CAMI/JO REAL
LOCATION: CO/JH7Y OF SAN DIEGO BEi/Ci/MARK OESIGNATION NO. R/80() Z{W.f..119EC
EllVAT/01./: 311.407 11.5.L . OAT(IM: N. G. V. a zq ----~----
----+--------------+----+---+----+----11sHgEETI. __ c_1TY __ o_F_c_A_R_L_s_s_A_o _ _,lsHE9E~I _ ENGINEERING DEPARTMENT
"AS BUil T"
C.• '1.'l, .,,
DATE
RCE 4Z'1!!/ EXP. 03·3(-~
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
EROSION CONlROL PLANS FOR:
BRESSI RANCH
PLANNING AREA 7
DWN BY:__,_,-
CHKD BY: ?'? RVWD BY: ~
PROJECT NO.
T 02-14 (2
EXPIRES 12-31-05
~~~
DRAWING NO.
411-4A
J N. 2407.07