HomeMy WebLinkAboutDWG 415-3A; SDP 03-11; BRESSI RANCH VILLAGE SQUARE; 01-06MA TCHLJNE "' SEE BELOW RIGHT EROSION GRADING AND
BRESSI RANCH
CONTROL PLANS:
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SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON mESE: PUWS WAS GENERA TED BY: PHOTOGRAMMETRY
MEmODS FROII INFORMATION GA mERED ON MAY 11 1998
SAN-LO AERIAL St/Rl,E"l'S
T<POGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS. ;
ALSO SHOWN ON mESE: PLANS IS TOPOGRAPHY GENERA TED 1110/J OWG NO. 400-8.
IMPORTANT NOTICE
SECTION 421~/4217 OF me GOvU?NMENT CODC REQUIRES A DIG Al£RT
IDENTIFICATION NUMBER BC ISStlED BEFORC A "PERMIT TO EXCA VA It' ~LL BC
VAUD. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICC ALERT:
TOLL FREC 1-800-422-413:J; 00 WORKING DA \'S BEfORC YOU DIG.
EARTHWORK
FILI.: 2, 500 C. Y.
CUTI 2,500 C. Y.
REMEDIAU O C. Y. ----
IMPORT/EXPORTI O C. Y.
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD St/Rl,E"Y llfl.L
ON CENTERLINC OF a CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC
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INDEX MAP
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------MATCHl/NE -SEE ABOVE LEFT
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REFERENCE DRAWINGS:
INDUSTRIAL BACKBONC IMPROVEMENTS
RESIDENTIAL BACKBONC IMPROVEMENTS
RESIDENTIAL BACKBONC STORM DRAIN IMPROVEMENTS
MASS GRADING
BRESSI RANCH PLANNING AREA 7
0,11'.;, NO. 400-88
0 ,II'.;, NO. 400-8
0,11'.;, NO. 400-BC
0,11'.;, NO. 400-BA
0,11'.;, NO. 411-4
"DECLARATION OF RESPONSIBLE CHARGE"
I HERESY DECLARE 71-/A T I AM TT-IE (NG/NEER OF WRK FOR 71-1/S PROJECT, 71-/A T I HA \IE
EXERCISED RESPONSIBLE CHARGE OVER 71-1£ DfS/GN OF 71-1£ PROJcCT AS D£FIN£D IN
SECTION 670J OF 71-1£ &US/NESS AND PROFESSIONS COOE, AND 71-/A T 71-/E DfSIGN IS
CONSISTENT 'M71-/ CURRfNT STANDARDS.
I UNDfRSTAND 71-/A T 71-1£ CHECK OF PROJfCT ORA WINGS AND SPECIF/CATIONS BY 71-IE
CITY OF CARLSBAD DOES NOT REL/£1/e ME, AS £NGIN£ER OF WRK, OF MY RESPONSI/JIUTlfS
FOR PROJECT DESIGN.
FIRM: PRO.Jeer DfSIGN CONSULTANTS QfESSt
ADDRESS: 701 a STREET, SUITE 800 ~ M.
CITY, STA TE: SAN DIEGO, CALIFORNIA "" u' G1 "' -(619) 235-6471 -z: TELfPHONE: r.., No. 42951 r,
a-r. foa ~ Exp. OJ-31-0G ,-,,
~•.:A... "'
GREGORY I.I. SH!aDS CIV\\.
R.C.E. NO. 42951 OF C/\1.1~
REGISTRATION EXP/RA TTON DA TE.· ___ OJ--'-l/,_J__,1/1_0_6 __ _ DA TE: ?/-·I l.-o 't
0
1
•
VILLAGE SQUARE
cl
PROJECT SITE
~i~ ?jt:;·
OADr 1 §
:a.~
F-L, c~ ,
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0/NSEmA
LANE
VICINrrY MAP
NOT TO SCALE
SOILS ENGINEER'S CERTIFICATE:
,. Wt If,,..,, b D/$0,. £,.-L.eiJ... Y.,.. t Ar.sec, A REGISTERED CIVIL
£NG/NEER OF mE STA it OF CALJfOJ1NtA, PR/NC/PALLY DOING BUS/NfSS IN
mE FIELD OF APPL/£D SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND STUDY OF mE SOIL CONDITIONS PREVALENT 't\lTHIN m1s SITE WAS
MADE BY ME~ ~R UNDER MY DIRECTION BETl'lfEN THE DA TES OF
S.c~ 2,000 :-f9-_ AND
l:11>,Ac !½ 200<4 ,-tj-~ 00 (2) COMPLETE COPIES OF
THE SOILS REPORT COMPILED FROM m1s STUDY, 11,1m MY /?ECOMMENOA nONS,
HAS BEEN SUBMITIE~ ~o/mc om~mE CITY ENGINEER. , --=---
SIGNED: WvfL A C/k. ~ ~'!,iJltSS1~
mLLIAM DAVID OLSON $' , \\. th D ~ <",,°'), J ,.., ,, <,, 1-,\,
R.C.E. NO.: 4528 !::; j Na. 45283 ~ "-;.. \
DAT[; t/·t-o</ S , t~-•~I
09/.JO/igffe ~· "'·-, :; I LICENSE fXPIRA TION OA TE: -~=-=-~---Ct~f
F C~'-I~" LEGAL DESCRIPTION ··=-~
LOT J OF CARLSBAD TRACT CT 00-06 IN mE CITY OF CARLSBAD,
COUNTY OF SAN DlfGO, STA TE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 14600, ON FILE IN mE OFFICE OF mE COUNTY
RECORDER OF SAN DIEGO ON MA Y 29, 200J OF OFFICIAL RECORDS.
PROJECT LOCATION
mJS PROJECT IS LOCATED 'MmlN ASSESSORS PARCEL NUMBER(S)
21J-OJ0-1 l ,t 21J-OJ0-18
mE CALIFORNIA COORDINATE INDfX OF THIS PROJECT IS:
1990-6252 (LAMBERT COORDINATES J45-1696)
OWNER/SUBDMDER
BRESSI GARDENLANE, LLC., A DELAWARE LIMITED UABIUTY COMPANY, AS OWNER
BY: LENNAR/l.NR CAMINO PALOMAR. LLC, A DELAWARE LIMITED
LIABILITY COMPANY ITS ADMINISTRA Tl',£ MEMBER
BY: LENNAR HOM[S Of CAUFORNIA. INC.
A CAUfi 1A CORPORA noN, ITS MANAGER
OWNERS CERTIFICATE
I (llf") HEREBY CERTIFY mAT A R£GISTER£D SOILS £NG/NEER OR GEOLOGIST HAS BEEN OR Will BC
RETAINED TO SUPERVISE OvU?-ALL GRADING ACTll-!TY AND ADVISE ON THE COMPACTION AND
STABILITY Q IS SITE.
n : DAtt:
PROJECT DESIGN CONSULTANTS
l'IANNINO • llNYnuGIBNTAL • IINolNBmONo • SUJlVE'l'JGl'S
701 B Street, Suite 800, San Diego, CA 92l01
619-235-6471 FAX 619-234-0349
WORK TO BE DONE:
me IMPROVEMEJIT H()RK SHALL CONSIST OF me CONSTRUCnON OF ML CUT$ ANO FILL!\
REMEDIAL GRADING, DRAINAGE FACILJTIES, EROSION CONTROi.. FACIUllfS,
AND PREPARATION OF AS-BUILT PLANS, AS-BUILT GtOLOGIC MAPS AND REPORTS,
All AS SHOWN OR Rf QUIRED ON m1S SE:T OF PLANS AND mE Girl' STANDARDS,
SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES C/1[0 ON THESE PLANS.
mE IMPROVEMEJIT WORK SHALL BC PERFORM£{) IN ACCORDANCC 'MTII n-1£ FO/..LOl',ING
DOCUMENTS, CURRENT AT me TIME OF CONSTRUCTION, AS DIRECTED BY me CITY
ENGINEE:R.
I, CARLSBAD MUNICIPAL CODC
2. CITY OF CARLSBAD STANDARDS
J. mJS SE:T OF PLANS
4. RESOLUTION NO.S 5201 (EJR 98-04), 5202 (GPA 98-03), 520J (ZC 98-04}, 5204 (MP 178).
5205 (I..FMP 17), 5206 (CT 00-06), 5207 (HOP 99-06), 5208 (SUP 99-0J:ECR),
5209 (StlP 01-10:FLOOD), 5461 (CT 02-14), 5464 (PUD 02-06).
,. me STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. me SOILS REPORT TlllED 'SUPPlEMENTAl GEOTEC/-INICAL /N',fSTIGA noN FOR
MASS GRADING, BRESSI RANCH, CARLSBAD, CA" PREPARED BY LEIGHTON ANO ASSOClA ITT
DA TED MARCI-I 14, 2001.
7. mE SAN DIEGO AREA REGIONAL STANOARO ORA l',INGS AND AS MAY BE MODIFIED BY me
CITY OF CARLSBAD STANDARDS, DOCUMENT NO. 769JJ2.
8. ENVIRONMENTAL APPROVAL DOCUMEJITS DATED 12/15/98.
LEGEND=
ITEM SYMBOi.
LOT NUMBER - - - - - - - - - - - ---------CD.;·
PAD UEVATION -------------------[,56.tl
PROJECTBOUNDARY ---------------------
EXISTING CONTOUR ------------------. '·-,'Ju---
FINISHED CONTOUR -------------------2J0-
FINISHED SPOT ElEY. ------------------
0Al1JGHT LINC--------------------
DAlLJGHT TO NATURAL-----------------
EXISTTNG
TEMP. DESILTAllON BASIN-------DS-J• ------
259.D ,
BLADED SWALE---·-----------------...... _ ........ _
CONC. BROW DITCH--------D-lj, TYPEB-----··~,·•· -~---~
RIP RAP------------SDRSD D-40------~;,
EXIST. DA'r1.JGHT TO NATURAL---------------·---tl---lf--
NO Tf: All STANDARD ORA WING NUMBERS REFER TO SAN 0l£GO AREA REGIONAL STANDARD ORA WINGS
UNLESS OmER't\lSE: IND/CA TEO.
SHEET INDEX
SHEET I
SHEET 2
SHEET J
SHEET~
llllE SHEET, KEY MAP ANO NOTES
----------·NO/ES .t DETAILS
-------'----GRADING PLAN
PLANNING DEPA[iTMENT APPROVAL
'N.'ctle(~~•-••"'0 DATE: S' /1"/tJ+
{SIG D)
MICHAEL J. HOLZMILLER, PLANNING DIRECTOR
OWlkr.l~ DATE: ~Jt?J/cy
{SIGNED)
RECOMMENDED BY: t:_ • of)
REVIEWED BY:
•
DATE
EXP. /l!-J/~8
a,,. .. ~ R.,,fl s Q.
INSPECTOR
CITY OF CARLSBAD
GRADING AND EROSION CONTROL PLANS FO~:
BRESSI RANCH 1
VILLAGE SQUARE
fl..EVAT/ON: 311.407 M.S.L DA TUM: N. G. V.D. 29
i----t----i-----------------11---+---+--1----f j 1/Ro~~: L'2f Mu~$ EXPIRES ,z-31-051 •1 tft:l:er~ ™GiRr~R -¢-!L.rjf .
""CRE""""'GOR=-rr.""'SH"°"IEI.D""""'"'.c . ......,.,29""51..----,D=Alt~~=~~=lRA=~=~~31--06~DE=~==n ~~~~~=R.o=EWI~ t--:::DA-:-:TE=-lc::IN-:::lll=-A""L-+---------------+,D=-,Ac=TE=-+"'1N"=rnccAc-L-l-=-DA-ccTE=-f,,1N.,,,lll""A~L ~g=::::'.o=B=J~~:=t:=il=Y=::::;;--;::=:::=PR:'::0:::JE=c=r=N=o=. ::::::;--;:::==oR=A=w=,N=G=N=Q=.=: I
~ ..., · ,z -u<.f "l-P5 NGINEER OF WORK REVISION DESCRIPTION omER APPROVA CITY APPROVAL RVWD BY: ca SOP 03-11 415-.3A
T•\Engr\2479\Plors\Grd\\/JI_L-SJUA.RE\2475GRD0' :Jwg C4/07120C4 0913 )2 A'l PJT
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GRAD/NO NOTES:
(IN ADDITTON TO TT-IE REQUIREMENTS OF' CHAPTER 15.16 OF' TT-IE
CARLSBAD MUNICIPAL CODE.)
,. 11-11S PLAN SUPERSEDES ALL 011-/ER Pt.ANS PRE\'10USI. Y APPROVED BY 11-/£ CITY OF
CARLSBAD REGARDING GRADING SHOWN ON 11-/IS SET OF' Pt.ANS.
2, APPROVAL OF 11-IIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 11-1£ CARLSBAD
MUNICIPAL COD[, RESOLUTION OF OONDITIONAL APPROVAi., CITY STANDARDS OR omER
ADDmONAL DOCUM£N1S USlfD H£RfON AS n-lEY MAY PERTAIN 10 mrs PRO.£CT. TH[
ENG/N[[R IN RESPONSIBLE CI-IARGE SHAU RE\'1SE 71-IESE: Pl.ANS WHEN NON-CONFORMANCE
IS DISCOVERED.
J, CITY APPROVAL OF Pt.ANS DOES NOT RfUE\IE n-lE Dfl/El.OPER OR ENGINEER-OF-WORK
FRO/I RESPONSIBIUTY FOR n-lE CORRECTION Of ERRORS AND OMISSIONS DISCOVERED DURING
CONSTRUCTION. AU Pt.AN RE\'1SIONS SHALL BE PROMPTI. Y SUBMIT7fD TO n-lE CITY ENGINEER
FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FRO/I n-lE CITY £NG/NEER 111LL Bf REQUIRED FOR ANY l'rORK IN
n-1£ PUBUC RIGHT OF WAY. PRIOR 10 PfRMIT ISSUANCE, A CERTIFICATE OF INSURANCE
MUST BE F1Lf0 NAMING 11-1£ CITY Of CARLSBAD AS AN ADDITIONAL INSURED ON n-1[
PERMIT7f£'S POI.JCY IN n-lE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF
UABIUTY. 11-1£ INSURANCE COMPANY 'lrRITING TH[ POUCY MUST HA\IE A RATING OF "A" AND
A Sil[ CA 7fGORY OF ct.ASS V AS ESTABUSH£D BY "BfSIS" KEY RA TING GUID£.
:,. UNLESS EXEMPTED BY SECTION JOl.(b)S OF n-lE UNIFORM BUILDING CODE, RETAINING WALLS
OU/SID£ OF PUBUC RIGHT OF WAY REQUIRE: SEPARATF: PERMITS FROM 11-IE BUILDING
DEPARTMENT.
6. NO l'rORK SHALL COMMENCE UNTIL AU PERMITS HA \IE 8£EN OBTAINED FROM THE CITY AND
011-IER APPROPRIATE AGENCIES.
7. APPROVAL OF 11-/[S[ Pt.ANS BY me CITY [NG/NEER DOES NOT AU11-/0Rtlf ANY WORK OR
GRADING TO 8[ PERFORMED UNTIL 11-IE PROPERTY OWNER'S PERMISSJON HAS BEEN OBTAINED
AND A VAUD GRADING PERMIT HAS BfEN ISSUED.
8. NO RE\'1SIONS l\1U Bf MADE TO n-1£5! PLANS 'M11-IOUT n-1[ 'ltRIT7fN APPROVAL OF n-lE
CITY ENGINEER, NOlfD 'M11-IIN n-lE RE\'1SION BLOCK, ON n-lE APPROPRIATE: SHEET OF n-lE
Pl.ANS AND TH[ n7LE SHEET.
9, ORIGINAL DRAWINGS SHALL BECOME m[ PROPERTY OF mE CITY UPON Bf/NG SIGNED BY THE
CITY ENGINEER.
10, THE ORIGINAL ORAll1NG SHALL BE RE\IISED TO REFLECT AS-BUILT CONDITIONS BY 11-IE
£NGIN£ER-OF-WORK PRIOR TO FINAL ACCEPTANCE: OF' THE: WORK BY mE CITY.
11. ACCESS FOR FIRE AND omER EMERGENCY VEHICLES SHALL BE MAINTAINED TO mE PROJECT
SITF: AT AU nMES OUR/NG CONSTRUCnON.
12. WHERE TR£NCHES ARE Vr!THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A)
SUMMARY SHEET, (8) LABORATORY "MJRI< SHITTS AND (C) COMPACnON CURV£S. SHAU BE
SUBMIT7fD BY A PROffSSJONAL ENGINEER OF THE STATF: OF CAUFORNIA, PRINCIPALLY DOING
BUSINESS IN n-lE: FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT 111U Bf
SUBMIT7fD TO THE CITY ENGINEERING INSPECTOR 'MTHIN 00 (2) OORKING OA YS OF mE
COMPf.£TION OF FIEI..D 7fSIS.
1J. A SOILS OOMPACTION REPORT AND COMPUANCE VER/FICA TION REGARDING ADHERENCE TD
RECOMMENDA noNS OU11.INED IN TH[ SOILS REPORT IS REQUIRED PRIOR TO mE ISSUANCE
OF A BUILDING PERMIT. AU CONTROLLED GRADING SHAU BE DONE UNDER mE: DIRECnON
OF A PROFESSIONAL ENGINEER OF THE STA TE OF CAUFORN/A PR/NC/PALLY DOING BUSINESS
IN TH[ FIEI..D OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE F1LL AREAS SHALL BE
CONSTRUC7f0 IN ACCORDANCE ',\171-/ m[ CITY OF CARLSBAD STANDARD SPEC/FICA noNS ANO
THE: "EAR71-IWORK SPECIF/CATIONS" ATTACHED TO mE PRfUM/NARY SOILS INV£SnGA nON.
DAILY FIEI..D COMPACnON REPORTS W,LL BE SUBMIT7fD TO mE PROJECT INSPECTOR.
14-. A PRECONSTRUCnON MEETING SHAU BE HUD AT THE SITE PRIOR TO THE BEGINNING OF
QK AND SHA/ L 8£ A TIDIDED BY Al L REPRESfNTA ll\fS REsp()NS(Bt E' FOR CONSTIWCTTON,
INSPECTION. SUP£R\IISION. lfSTING AND ALL OTHER ASPECTS OF' THE: OORK, THE:
CONTRACTOR SHAU SCHEDULE TH[ M£EnNG mROUGH mE PERMIT CLERK (760-602-2780
EXT. 7J02) AT LEAST F1\IE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION.
APPROVED ORAll1NGS MUST BE AVAILABf.£ PRIOR TO SCHEDUUNG. mE GRADING PERMIT Vr!LL
BE PR0\'10ED BY mE PROJECT INSPECTOR AT THE MEEnNG.
1:,. All INSPECTION REQUESTS OTHER THAN fOR PRECONSTRUCOON MEEnNG l\1U BE MADE BY
CAIi iNG Vi£ ENG/NffRING 24-HOUR INSf'fCTION RFQl.1£$l I /Nf A I (ZliQ ! 418-3891
INSPECTION REQUfSJS MUST B! RECEl\fD PRIOR TO 2: 00 P.M, ON 1H£ DAY BEFORE THE'
INSPECnON IS NEEDED. INSPECnONS 111LL fJE MAO[ mE NEXT OORK DA y UNLESS YOU
REQUEST omERWISE. REQUESTS MADE AFlfR 2: 00 P.M. 111LL fJE: SCHEDULED FOR 00 (2)
FULL l'rORK DAYS LA 7ER.
16. THC Ov.NER AND/OR APPUCANT 7HROUGH mE OEI/El.OPfR ANO/OR CONTRACTOR SHAU
DESIGN, OONSTRUCT AND MAINTAIN AU SAFETY DEVICES, INCLUDING SHORING. AND SHALL
BE SOI£!. Y RESPONSIBLE FOR CONFORMING TO AU LOCAi., STA TE: ANO F£0ERAL SAFETY AND
HEAL 7H ST AND ARDS, LAWS AND REGULA nONS.
17. THC CONTRACTOR SHALL CONFORM TO LABOR CODE srcnON 6705 BY SUBMrmNG A DETAIL
PLAN TO mt CITY [NG/N[[R ANO/OR CONC[RN[O ACE:NCY SHO'MNG n--rt O[S/GN or
SHORING. BRACING SLOPING OR OTHER PR0\'1SIONS TO BE MADE: OF WORKER PROTECTION
FROM mE HAZAF?D OF CAVING GROUND OUR/NG mE: EXCA VA noN OF SUCH ffiENCH OR
ffiENCHES OR OUR/NG TH[ PIPE INSTALLAnON )}/[REIN. m,s PLAN MUST fJF: PREPARED roR
ALL TRENCHES RV£ /HT (5) OR MORE: IN OEPm AND APPROVED BY THE CITY ENGINEER
ANO/OR CONCERNED AGENCY PRIOR TO EXCAVAnON. IF THE Pt.AN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABUSHED BY /HE CONSTRUCnON SAFETY ORDfRS, TITI.E II
CALIFORNIA ADMINISTRA Il\f CODE, THE' Pl.AN SHALL BE PBfPARED BY A REGISTERED
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF mE OSHA EXCAVAnON PERMIT MUST
BE SUfJMIT7fD TO. THE INSPECTOR PRIOR TO EXCAVA nON.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASnNG PERMIT HAS BEEN OBTAINED
FR0/.1 mE CITY OF' CARLSBAD. SUBMIT APPUCA TION FOR BLASTING PERMIT ~ IN ADVANCE
OF 11-/C SCH£0ULJNG OF fJLASTING OPERATIONS.
19. If ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'M7HIN ANY WORK AREA OUR/NG
CONSTRUCTION, OPERATIONS Vr!LL CEASE IMMEDIA 7fL Y, AND /HE PERM/TlfE 'MU NOnFY mE
CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL /HE PERMIT7fE HAS RECEIV£D
'1,R/TlfN AUmORITY FR0/.1 /HE CITY ENGINEER TO DO sa
20. ALL OPERATIONS CONOUC7f0 ON mE: SITE: OR ADJACENT /HERETO, INCLUDING WARMING UP,
REPAIR, ARRIVAi. D£PAR1UR£ OR OPERA nON OF' TRUCKS, EAR7HMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OmER ASSOCIATED GRADING EQUIPMENT SHALL BE
UMl7fD TO THE PERIOD BET'MIN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY 7HRU FRIDAY
AND NO EARn-lM0\'1NG OR GRADING OPERA nONS SHALL BE CONDUCTED ON WE:EK£NDS OR
HOLIOA YS. (A UST OF CITY HOLIOA YS IS AVAILABLE AT mE ENGINEERING DEPARTMENT
COUNlfR.)
T: \[ngr\2479 \Plans\ Grd\ VILL -SQUAP[\2479GPDC2 d.v9 04/07 /2C04 09: 14. 29 AM ?CT
GRAD/NO NOTES (cont.)
2,. ALL OFT-SITE HAUL ROUlfS SHALL BE: SUBMITTED BY mE CONTRACTOR TO THE CITY £NG/NEER FOR APPROVAL 00 (2) FULL l'rORKING DAYS PRIOR
TO BfGINNING OF' WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE: MATERIAL SHALL BE DEPOSITED AT, A SITE: APPROVED BY mE CITY ENGINEER. THE
OONTRACTOR SHALL BE RESPONSIBLE FOR ANY DfBRIS OR DAMAGE OCCURRING ALONG mE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF
THE GRADING OPERA noN.
2J. BRUSH SHALL BE REMOV£D ONLY Vr!THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL Bf GRADED TO DRAIN. GRADING RESULTING IN THE PONDING Of WATER IS NOT PERMJT7fD. ALL EARmEN SWALES AND DITCHES
SHALL HA \IE A MINIMUM ONE PERCENT SLOPE.
2!5. mESE Pl.ANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL Pt.ANS. EROSION CONTROL SHALL BE AS SHOWN AND AS
APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHAU Bf TRIMMED TO A FINISH GRADE: TO PRODUCE A UNIFORM SURPACE AND CROSS SECTION. n-lE SITF: SHALL BE LEFT IN A NEAT
AND ORDERLY CONDITION. AU STONES. ROOIS OR 07HER DEBRIS SHAU BE REMOVED AND DISPOSED OF AT A SITF: APPROVED OF BY /HE CITY
ENGIN£ER.
27. ALL SLOPES SHALL BE /RR/GA TED, STAfJIUZED, PLAN7f0 ANO/OR HYDF?OSEEDED 'r\lTHIN TEN (10) DAYS OF mE nME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOv.N ON mE APPROV£0 GRADING Pt.ANS.
28. LANDSCAPING SHAU BE ACCOMPUSHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF' CARLSBAD LANDSCAPf MANUAi., THE
LANDSCAPING PLANS FOR m,s PROJECT, DRAll1NG NO. 400-81., AND/OR AS DIR[C7f0 BY THE CITY ENGINEER OR PLANNING DIRECTOR.
29. mE OWNER/APPLICANT SHAU INSUR£ THAT ALL CONTRAC!ORS SHALL COORDINATE 11-IE WORK OF THESE GRADING Pt.ANS 'MTH THAT SHOWN ON
8011-1 11-IE LANDSCAPE: AND /RR/GA TION PLANS AND mE IMPROVEMENT PLANS AS REQUIRED FOR mis WORK IN ACCORDANCE 11171-1 mE LANDSCAPE
MANUAL nME REQUIREMEN IS.
JO. STORM DRAIN PIPE SHALL BE Rf/NFORCED CONCRETE PIPf 'M71-I A MINIMUM 0-LOAD OF 1,J50 OR ASBfSTOS CEMENT PIPf 11111-1 A MINIMUM D-LOAD
OF 2,000. fOR PRIVATF: STORM DRAINS. PIPfS UP 10 rs• P\-C MAY BE unuZED PRO\IIDED DEPTH IS LESS mAN 15 FFET AND BACKFILLED 'MTH
J/4" ROCK PER SDRSO S-4 TYPE •c• AND PIPE: MfETS AS1M STANDARD JOJ4 fOR SOR JS SOLID WALL PIP£
JI. I'll/ERE AN EXISnNG PIPE UNE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA noN, IT SHALL BE REMOVED ',\11}//N TWENTY FFET OF
BU/LO/NG OR STREET AREAS AND REPLACED 'M7H PROPfRL Y COMPACTED SOILS. IN OTHER AREAS. mE: PIPE l\1U BE PLUGGED 'M7H CONCRETE: OR
REMOVED AS APPROVED BY THE CITY ENGINITR.
J2. mE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING fACIUnES (ABO\IE GROUND AND UNDER GROUND) 111n-llN mE PROJECT Sl)f
sumcrEN1L y AHEAD OF GRADING TO PERMIT THE RE\'1SION OF THE GRADING PLANS IF IT IS FOUND THAT mE ACTUAL LOCA noNS ARE IN CONFLICT
V., TH THE PROPOSED OORK.
JJ. mE CONTRACTOR SHALL NOnFY Am:CTED unuTY COMPANIES (SEE BaOW) AT LEAST 00 (2) FULL l'rORKING DAYS PRIOR TO STARnNG GRADING
NEAR 11-IEIR FAC/UTIES AND SHALL COOROINA TE: n-lE: WORK 'Mm A COMPANY REPRESENTATIVE.
UNDERGROUND SER\'1CE ALERT (800) 422-41JJ
SDGJeE (800) 660-7J4J
SBC (800) 892-012.J
ADELPHIA CABLE\'1SION (760) 4J8-774, cox COMMUN/CA noNS (760) 806-9809
CITY Of CARLSBAD (STR£E1S AND STOR/.1 DRAIN) (760) 4J4-2980
• CITY OF' CARLSBAD (SE~R,WATER .t RECLAIMED WATER) (760) 4Jll-2722
• SAN 0/EGUITO WATER DISTRICT {760) 6JJ-2650
• LEUCADIA WAS7fWA TER DISTRICT (760) 75J-0155
• VALLECITOS ll'A 7fR DISTRICT (760) 744-0460
• OUVENHAIN WATER 0/Sffi/CT (760) 75J-6466
• BUENA SANITAnON DISTRICT {760) 726-1J40
• AS APPROPRIATE
J4. PERMIT COMPUANCE REQUIREMENTS:
A. FOR OONTROLLED GRADING-7}/f APPLJCANT HIRES A Cl\'1L ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GI\IE
TECHNICAL AD\'1CE, 08SEF?V£ AND CONTROL THE OORK IN PROGRESS {15.16.120A.8./ CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT-mE HJI.LDWING REPORTS MUST Bf SUBMIT7f0 TO mE CITY [NGIN[[R
1'1A me PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODE:
(1) F1NAL REPORT BY SUPER\'1S/NG GRADING ENGINEER STA TING ALL GRADING JS COMPLETE. ALL EROSION CONTROi. SLOPE
Pt.ANnNG AND /RR/GA noN ARE INSTALLED IN CONFORMANCE 'M7H CITY CODE AND mE APPROVED PLANS (OBTAIN
SAMPLE: OF COMPUANCE LET7fR FROM CITY ENGINEER DEPARTMENT}.
(2) AS-BUil T GRADING Pl.AN.
(J) REPORT FROM mE SOILS ENG/NfER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/nES. A STATEMENT AS TO
mE EXPANSIVE QUAUTY OF THE: SOIi. AND SUMMARIES OF FIELD AND LABORATORY lfSIS. THE: REPORT SHALL ALSO
INCLUDE A STAT£MENT BY mE SOILS ENGINEER THAT mE GRADING WAS DONE IN ACCORDANCE 'M7H /HE:
REQUIREMENIS AND RECOMMENDA nONs OU11.INED IN mE PRfUMINARY SOILS REPORT AND ANY SUPPLEMENIS n-lERETO.
(4) REPORT 'MTH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY mE: CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED 'Mm/N ONE (1) \1:AR AFTER /HE CITY ENGINEER'S APPROVAi., m£SE PLANS MAY BE
REQUIRED TO Bf RESUBMIT7fD roR Pt.ANCHECK. PLANCH[CI( FFES 111U BE R[QUIR[D FOR ANY SUCH RECHECK.
Jlt. THE SOILS REPORT TITI.ED 'SUPPl.£MENTAL GEOlfCHNICAL INVESTIGATION FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED BY:
LEIGHTON .t ASSOCIATES. INC. DATED: MARCH 14, 2001 SHALL Bf CONSIDERED AS A PART OF m,s GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE 'M7H THE RECOMMENDA noNS ANO SPEC/FICA nONS CONTAINED IN SAID SOIL RfPORTS.
AIR QUALITY NOTES
1. ALL GRADING SHALL BE DONE IN COMPUANCE 'M11-I SDAPCD AND CARB
STANDARDS AND R£QUIREMEN1S AND DUST CONTROL STANDARDS IN TITI.E
24 OF THE CAUFORNIA ADMIN/SffiA nON CODE.
2. WATER/NG OF /HE GRADING SITF: SHALL TAKE PLACE BEFORE AND OUR/NG
GRADING OPERA noN TO MIN/Mllf DUST GENERATION. A WATER /RUCK SHALL
BE REQUIRED TO BE ON SITE AT ALL nMES TO THE SAnSFACTION Of THE
CITY ENGINEER.
0 PR.omcrDF.SIGNCONSULTANTS
"AS BUil T"
;?/p,..,,._x'~A-4-.. :1721/'oB
SPECIAL NOTES
THF: FOLLOll1NG NOlfS ARE: PR0\'1DE:O TO GIVE DIRECTIONS TO THE: CONmACTOR BY /HE ENGINEER OF WORK. mE: CITY ENGINEERS
SIGNATURE: ON TH& PLANS DOES NOT CONSTITUTE: APPROVAL OF' ANY OF THESE NOlfS AND n-lE: CITY W,U NOT BE: RESPONSIBLE:
FOR 11-IEIR ENFORC£MENT.
1. THE LOCA noN OF EXISnNG ununES AR£ BASED ON A VAN.ABLE: RECORD INF'ORMA nON. CONTRACTOR SHALL VERIFY /HE LOCA nON
AND El..£VAOON Of AU EXISnNG FACIUTIES (ABOVEGROUND AND UNDERGROIJNO) 'Mm/N THE PROJECT Sl/f. 11-IIS "MJRK SHALL BE
PERFORMED sumCIENTI.Y AHEAD OF' CONSTRUCTION TO PERMIT CITY APPROVAL RE\'1SIONS TO THE CONSTRUCnON Pt.ANS IF' ACTUAL
LOCA noNS ARE FOUND TO BE IN CONFLICT 'MTH THE PROPOSED WORK. CONffiACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY
CONFUCTS OR ANY omER ununES ENCOUNTERED PRIOR ro Pf?OCE[DING 'M7H CONSTRUCnON.
2. AT7fNTION IS CALL[D TO THE: POSSIBLE EXISTENCE OF OTHER unuTY FACIUTIES OR STRUCTURES NOT SHOWN OR IN A LOCAnON
DIFFERENT FROM THAT SHOWN ON THE: Pt.ANS. CONTRACTOR SHAU TAKE: PRECAUTIONARY MEASURES TO PROTECT 11-IE UnLJTY
LINES SHOf'tH AND ANY OTHER UNES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PA VE/JENT OR OmER EXISnNG
SURFAC£ IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPt.AC£0 AS REQUIF?£D BY THE CITY OF CARLSBAD ENGINEERING
DEPARTMENT.
J. SAFETY PRECAUTIONS ANO AOEQUA TE BARRICADING TO BE IN FORCE BY mE CONffiACTOR AT ALL TIMES. Nf/THER THE OWNER NOR
/HE ENGINEER OF WORK 111LL ENFORCE SAFETY M£ASURES OR REGULATIONS. TH£ OONTRACTOR SHALL DESIGN, CONSTRUCT, AND
MAINTAIN ALL SAFETY DE:\1/CES. INCLUDING SHORING, AND SHALL BE SOI.a Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi., STA TE
AND FFOERAL SAFETY AND HEAL 1H STANDARDS. LAWS AND REGULA nONS.
4. ALL LENG/HS AND DISTANCES FOR IMPROVEMENTS SHO'i,N ON m£SE PLANS ARE: Mf.ASURED IN A HORIZONTAL PLANE.
S. THE DISPOSAL OF' ANY ASBESTOS CEMENT PIPF: SHALL BE IN COMPUANCE 'M71-I ALL CURRENT LOCAi. STA TE AND FEDE:RAL
REGULATIONS.
6. mE "IM?RK TO BE DONE" srcnON ON mis SHITT USIS THE STANDARD SPEC/FICA noNS ANO DRAll1NGS USED DURING mE
IMPROVEMENT PLAN/ GRADING PLAN DESIGN. n-1£S[ Pl.ANS HAV£ BEEN PREPARED IN ACCORDANCE 'M"TH THE CURRENT EOtnONS
OF mE STANDARD SPECIRCATIONS AND DRAll1NGS IN EFFECT ON /HE DATE OF mE SIGNA1URE: BY THE: ENGINEER OF WORK.
7. IF' THE IMPROVEMENTS SHOf'tH ON mrs PLAN HA\IE NOT BEEN CONSTRUClfD AND ACCEPTED BY THC CITY 'Mn-JIN 00 (2) 'r£ARS
OF' THE: DA TE OF PLAN APPROVAL BY mE CITY ENGINEER, TH[SE Pt.ANS 'MLL BE SUBJECT TO RE\'1EW BY THE CITY'S ENGINfERING
Dl\'1SION FOR CONFORMANCE V.,711 CURRENT CITY STANDARDS, POUCIES ANO/OR ADDlnONAL REQUIREMF:NTS.
11. AN AS-BUILT ORAll1NG SHALL BE SUBMIT7fD FOR ALL PROJECT IMPF?OVEMENTS PRIOR TO ACCEPTANCE OF SAID IMPROVEMENTS.
9. THE ENGIN[ER-OF'-OORK SHALL BE NOTIFIED WHEN CONSffiUCTION COMMENCES.
10. 11-IE OONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM mE DIVISION OF INDUSffi/AL SAFETY BEFORE ANY EXCAVATION AND
PR0\'10E PROOF' OF' OSHA NOnFICA TIDNS AND SHALL ADHERE: TO ALL PR0\'1S/ONS OF 11-IE STA TE: OF' CALIFORNIA OONSTRUCTION
SAFETY ORDERS.
11. IMPOR7f0 FILL MATERIAL SHALL Bf OBTAINED FROM A LEGAL SITE.
12. ALL CUT AND ALL SLOPES SHALL BE Pl.ANTED Vr!IH A MIX1URE: OF ffiEES. SHRUBS, AND GROOND COVER TO CONTRa EROSION.
SLOP£ LANDSCAPING SHALL BE INSTAUED FOR PERPETUAL MAINTENANCE OF THE Pt.ANT UFE USED FOR SLOPE STAB/LIZA noN.
1J. DUST CONTROL MEASURES, SUCH AS THE PERIODIC W£mNG DOWN OF mE BARE: AND EXPOSED AREAS. SHAU BE UTILIZED AT ALL
nMES DURING OONSffiUCTION TO THC SA TISFACnON Of TH£ PUBUC WORKS AND/OR BUILDING INSPECTORS.
14. ALL MAJORS SLOPES SHALL BE ROUNDED INTO EXISTING SLOPES TO PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL fACES
TO NATURAL GROUND AND ABUmNG CUT OR FILL SLOPES.
15. 11-IE OONffiACTOR AGREES THAT Ht SHALL ASSUM£ SotE AND COMPLETE RESPONS/8/UTY roR JOB Sl/f CONDITIONS OUR/NG THE
COURSE: OF' OONSmUCTION OF THIS PROJECT, INCLUDING /HE: SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREl,/ENT SHALL
APPLY CONTINUALLY AND NOT BE UM/lfD TO NORMAL WORKING HOURS. mE: CONTRACTOR SHALL DEFEND, INDEMNITY AND HOLD
THE Ov.N[R, THE ENGIN££R AND THF: CITY HAF?MLESS FROM ANY AND All UABIUTY, REAL OR ALLEGED, IN CONNECnON 'M7H THF:
PERFORMANCE OF' "MJRK ON 71-//S PROJECT EXCEPnNG roR UABIUTY ARISING FR0/.1 /HE SOLF: NEGIJGENCE OF THE OWNER,
ENGINEER OR Cl TY.
16. ALL EXISTING FEA TTJR£S AND STRUC1URES IN CONFIJCT Vrl7H THESE PLANS SHALL Bf RUOCA TED OR REMOVED AT TH£
CONTRACTOR'S F:XPENSE. MANHOLES SHALL BE: ADJUSTED TO RN/SHED GRADE.
17. MINIMUM 90% COMPACTION IS REQUIRED IN AU ON-SITE: Fill AREAS 'MTH A MINIMUM OF 95% COMPACnON SIX INCHES (6•) BaOW
SUBGRADE.
111. ALL PROJECT IMPROVEMENTS SHOWN ON THESE IMPROVEMENT PLANS SHALL BE OONSmUC7fD TO /HE SA nSFACTION OF THE
PUBLJC WORKS DIRECTOR PRIOR TO ACCEPTANCE.
1g_ NO PRIVATE /RRIGAnON MAINS OR CONTROi. VALl,£S SHALL BE ALLO~D 'MTHIN mE PUBUC RIGHT-Of-WAY.
20. 11-IE OONmACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, RUOCA TION OR REPLACEMENT Of ALL STRIPING. SIGNING OR
TRAFFIC DETECTOR LOOPS AS REQUIRED BY /HE PUBLIC WORKS DIRECTOR.
21. A ffiAFAC CONTROL PLAN, INC/..UDING mE LAYOUT OF' CONSTRUCnoN WARNING AND DETOUR SIGNS. SHALL BE SUBMIT7fD TO THE
PUBUC WORKS DEPARTMENT FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEM£NT OF CONsmucnoN.
22. FOR smrrr TREES. IRRIGATION AND LANDSCAPING IN PUBUC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE, SEE THE
APPROPRIATE LANDSCAPE ANO IRRIGATION PLANS DWG. NO. XXX-IK.
2J. THE EXCAVATOR SHALL CAREFULLY HANO DIG 'MTHIN 2-FFET OF n-lE NA1URAL GAS TRANSMISSION UNE.
24. NO PO~R OPERA lfD EQUIPMENT SHALL BE: ALLO~D 'M11-IIN 2-FFET OF" ANY PORTION OF' THE NATURAL GAS TRANSMISSION UNE.
25. IF' ANY CONTACT OF iHE PIPE IS MADE, EVEEN IF THERE IS NO VISIBLE DAMAGE, mE CONTACT AREA MUST BE IMMEOIA TEL Y INSPEC7f0
BY AN SDG&E WflD/NG INSPECTOR. THIS MAY SIGNIF1CAN11.Y OaAY YOUR JOB IF SHORING OR OTHE:R. SN£TY PRECAUTIONS ARE NEEDED
TO ALLOW n-lE INSPECTION. .
26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT ANO STANDBY, CALL USA (BOO) 227-2600.
l----+----ll----------------J.---1-----1---~-~ 1 sHiT I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING AND EROSION CONTROL PLANS FOR1
BRESSI RANCH
VILLAGE SQUARE l'!ANNlNO • ~ • llMliNmlRINO • SUIM!!"/Ol'S
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORYT SH1EU1>, R.C.<. 429~1 OAl! REGISTRATION DESIGNED PII SUR'IEY
RE,IEllt
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((____± /J~~1.J~~~~~q.~_ DS-/,1/~e.ilO't DATE INITIAL Ol'IN BY: ~~~1
CHKD BY: i')ll,¼ RVWD BY: ~
PROJECT NO. DA TE INITIAL DA TE INITIAL
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'iNSPEcroR DATE "NGINEER Of WORK REVISION DESCRIPTION SDP 03-11 415-JA
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STA 8+50.00
•
BENCH MARK
•
D£SCR.lffloll: 15.<A55 01.s.< IN C.OAIC£f. T6 I'' AS . "' ro. 5liltl/li'r' MEI.I.
ON Cl!/1/Tf.lt.l.llJ! ~ lL tAMI/JO ..tEAI.
LD(.AT/Or-J: CO. OF 5AN DIE.GO df.NC.Rh'IAR.t<. D£S6NA
r-10. tttaoo zg~ 1-1 r10A1
f:.LfVAfiOA/.' 311 Jk11 tvt _, I. !, I~ · · · DATUM: 114.V.0, z.~
I SH3ET I CITY OF CARLSBAD
ENGINEERING DEPARlMENT
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' ' . ',q· ------------------------------------------..... ---------------------..---------------------------EROSION CONTROL NOlES=
1. IN CASE £M£RWICY ttfJRI( IS REQU/REO, CONTACT JIii URBINA AT (760) n,-1712
(Cfll/Jl.Afl) OR KRISTIN£ ZORTMAN OF LENNAR HOMES AT (760) 918-776'-
2. EQUIPMENT ANO WORKERS FOR [M[RGENCY WORK SHAU 8! MAD£ AVA/lABI.E AT
AU. TIMES OUR/NG THE RAINY SEASON. AU NfCfSSARY MATERIALS SHAU
BE STOCKP/1£0 ON SIT£ AT CONVENIENT LOCATIONS TO FACHJTA TC RN'IO
CONSTRUCTION OF TfMPORARY DEVICfS WI/EN RAIN IS IMMINENT.
l OEVICfS SHOl'rf'I ON Pf.ANS SHALL NOT 8£ MOVEO OR MOOIFIEO ttlTHOUT TH£
N'PROVAL OF' TH£ ENG/Nff.RING INSPECTOR.
4. TH£ CONTRACTOR SHALL RfSTORC ALL EROSION CONmot. DEVICfS TO WORKING
ORDER TO TH£ SA 7/SFACTION OF TH£ CITY [NGINITR AF7fR EACH RUN-OFF'
PRODUCING RAINFALL
5. TH£ CONfflACTOR SHALL INSTALL AODITIONAL EROSION CONmot. MEASURES AS
MAY 8£ REQUIRED BY TH£ CITY ENGINITR VU£ TO UNCOMPU.T[() GRADING
f.X'fRA TIONS OR UNFORESWI CIRCUMSTANCfS 'Ml/CH MAY ARIS£.
! 11-1£ CONfflACTOR SHALL 8£ RESPONSIBLC ANO SHALL TAK£ NECCSSARY
PRECAU7/0NS TO PREVENT PUBUC mESPASS ONTO AREAS WI/ER£ /MPOUNVEO
WA TrRS CREA TC A HAZARDOUS CONDl7/0N.
l. AU EROSION CONmot. MEASURES PROVIDED Pm 11-1£ APPROVED GRADING
PI..AN SHALL 8£ INCORPORA TfO HEREON.
8. GRADEO ARfilS AROUND 11-1£ PRO.ECT PfRIM[TfR MUST DRNN AWAY FRO/J 711£
FACC Of SlOPC AT 11-1£ CONa.USION OF EACH WORKING DA Y.
9. AU REMOVA81.£ PROTfC7/VE: Dfv1C£S SHOl'rf'I SHALL 8£ IN PI..ACC AT 11-1£ END
OF EACH WORKING DAY 'MIEN 11-1£ FIVE: (5) DAY RAIN PROBABHJTY FORECAST
EXCffD FORTY Pf/?CfNT (40%}. SILT ANO 011-/[R DEBRIS SHAU 8£ l?EMOVED
AFTfJ1 EACH RAINFALL
10. ALL GRA lfl. BAGS SHALL 8£ BURI.AP Tm: ttl1H J/4 INCH MINIMUM AGGREGA r£.
11. SHOULD GERM/NATION OF HYOROSEEDED SlOPES FAIi. TO PROV/0£ EFITCTI',£
COVERAGE OF GRADED SlOPES (90!f COVERAGE) PRIOR TO NOVEJ,/BER 15, 11-1€
SlOPES SHALL 8€ STABHJZfO BY PUNCHED STRAW INSTAl.1.£0 IN ACCORDANCC
ttlTH SECTION J5.02J OF 11-1€ EROSION ANO SEDIMENT CONTROi. HANDBOOK OF
11-1€ DEPARTl,/ENT OF CONSERVATION, STATE: OF CALJFORNIA
lE~ORARY EROSION CONTROL
PLANT1NQ AND IRRIQATION NOlES=
ALL PERMANENT ANO T£MPORARY EROSION CONTROC Pl.ANTING ANO
/RR/GA TION SHALL 8£ INSTALLfO ANO MAINTAINED AS REQUIRED IN
SECTION 212 OF 111E STANDARD SPECIFICATIONS ANO TH£ FOI..LOlt1NG:
A. HYDROSEEDING SHALL BC APPi.i[() 1Q
1. AU SlOPES 11-/AT AR€ GRADEO 6: 1 (HORIZONTAL TO VERTICAL)
OR STf£PfR 'MIEN 11-!E:Y ARE:;
a. 111Rf£ FEET OR MOR£ IN HEIGHT ANO ADJACENT TO A PUBUC
WALL OR smu:r.
I>. AU SlCPES f FEET OR MOR€ IN HEIGHT.
2. AREAS GRADE/J n.A Tf£R "1AN 6: I Wl/EN ANY OF 71/E:
FOI.LOWlNG CONDITIONS EXIST: a. NOT SCHEDULfl) FOR IMPROVO,IENTS(CONSTRUCTION OR
GENERAL LANDSCAPING) Wl11-1/N 60 OA YS OF ROUGH
GRADING
b. IOCNTIFIEO BY 11-1€ PARKS ANO RECREATION DIRECTOR AS
HIGHI. Y VIS/BIL TO THE: PUBUC.
o. HA',£ ANY SPECIAL CONDITION IOENT/Flf/J BY TH£ CITY
ENGINEER 11-/AT WARRANTS IMMEDIATC TREATMENT.
8. HYDROSEEDEO AREAS SHAU 8€ IRRIGA 1€0 IN ACCORDANCC Wl11-1
111€ FOCLOWlNG CRITrRIA:
,. AU. Sl<X'ES 111AT AR! GRADED 6: I OR STEEPER AND mA T AR£; a. 111Rf£ TO [IG/iT FEET IN HEIGHT SHAU BE /RR/GA T[() BY HAND
WA TrRING FRO/J QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTD,/ Of LOW PRECIPITATION SPRINKI.ER fl£AOS PROVIDING
100!( CO\,fRAGl
I>. GREA T£R 11-!AN 8 FEET IN HEIGHT SHALL BE WA T£REO BY A
CONVENTIONAL SYSTD,/ OF LOW PRECIPITA 7/0N SPRINKLER HEADS
PROVIDING 100!f COVERAGE:
2. AREAS Sl.Wf/J LESS 11-!AN 6: 1 SHAU 8£ /RR/GA 1[I} AS N'PROVEO
CITY ENGINEER, PRIOR TO HYDROSEED/NG. TH£ DEVEl.OPER SHALL
SUBMIT A PROPOS£/J SCI/EM£ TO PROV/DC /RR/GA TION TO 111£ CITY
ENGINEER. TH£ PROPOSAL SHAU BE SPECIFIC REGARDING 11-1£ NUMBERS,
TYPE:S .t COSTS OF 11-1€ El.£MENTS Of 11-1€ PROPOSED SYSTEM.
l /RR/GA TION SHALL MAINTAIN 111€ MOIST1.JR€ LEVEL OF 111£ SOIi.. AT 11-1£
OP71MUIJ l£1fl. FOR me GROW11-/ OF 11-1£ HYDROSEEDEO GROW11-I.
C. HYOROSEED/NG MIX SHAU CONSIST OF All OF 11-1€ FOUOWlNG/
1. SITO MIX SHAU CONSIST II NO IISS THAN:
a. 20 lbs PER ACRE: OF ROSE CLOVER
I>. 20 lbs PER ACRC OF ZORRO FESCUE o. J lbs PER ACRE: OF € SCHOOi. CIA CALJFORNIA
d. 4 lbs PER ACRE: OF ACH/UEA M/U.EFOIJA
e. J lbs Pm ACRE: OF AL YSSU/1 (CARPfT OF SNOW)
f. 1/2 lb. PER ACRE: Of DIMORPHOI.ECA
g. ITEMS c,d,e, ANO f OF 11-/IS SUBSECTION MAY BE OM/TT[{) ON
LOCATIONS Wl/ERC 111£ AREA BEING HYDROSEEDf/J IS NOT VIS/81.£
FROM E/111ER A PUBUC smEET OR RESIDENTIAL STRUCnJRES.
h. /TD,/ a Of 11-1/S SUBSECTION MUST 8E INOCUUT£0 'MTlf A NITRO<JEN
AXING BACTERIA ANO N'f'f..lEO DRY E/111ER BY OR/LUNG OR
BROADCASTING BEFORE: HYDROSEED/NG.
L AU SEED MA TfRIALS SHAU 8£ TRANSPORT£0 TO 111€ JOB SI TC IN
UNOPENEO CONTAINERS 111111 11/E CAUFORNIA DEPARTMENT OF FOOO
ANO AGRICIJL71JR€ CERTIFICA7/0N TAG ATTACHE/J TO, OR PR/NT[/} ON
SA/0 CONTAINERS. J NON-PHYTO-TOXIC WEmNG AGENTS MAY 8! ADDf/J TO TH£
HYDROSEEO SI.URRY AT 71/E: DISCRETION OF 111E CONfflACTOR.
2. TYPE: I MUI.CH N'PUEO AT 11-1€ RA TC OF NO LESS 111AN 2000 lbs PER
ACRf.TYPf I MULCH (SfflAW) MAY 8E SUBSTlnJTfO, AU OR PART, FOR
HYDRAUIJCALLY N'f'f..lEO FIBER MATERIAi.. 'MIEN STRAW IS US£/J IT MUST
8£ ANCHOREIJ TO 111£ SlOP€ BY MECHANICAU Y PUNCHING NO l£SS
111AN 50!f OF 111£ smA W INTO 111€ SOIL
l FERTIUZER CONSISTING OF AMMONIUIJ PHOSPHATC SULFATE. 16-20-0.
11111-1 15!f SIJfJUR APPUEO AT THE: RAT£ Of 500 lb .. PER ACRE
0. AREAS TO 6£ HYDROSEEDED SHALL 8€ PREPARED PRIOR TO HYDROSEED/NG B'f.
I. ROUGHENING 11-1€ SURFACE: TO BE P!ANT[() BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SlOPES STfEP[R 111AN 6: I
b. HARROIIING AREAS 6: I OR n.A Tf£R 111AT AR€ sumCIENTl Y Ff/lABIL o. RIPPING AREAS THAT WlLL NOT BREAK UP USING ITtMS a OR b ABO\£.
LEGEND:
OESCRIPTIO/'#
STABHJZfO CONSTRUCTION ENTRANCE ·
SILT role€ · · ·
GRA\R BAGS ·
FIBER ROCL · · ·
Sl1180l,
0-0-0-0---0---0
............. ·~ ~ ?W.W#
OUANnTY
0 EA.
0 LF.
1,000 EA.
245 LF.
--CRUSHED AGGREGATC fjREATER 11-/AN J'
BUT SMALLER THAN 6
CRUSHED AGGREGA TC fREA TER THAN J" BUT SMAUER THAN 6
CORRUGA T£0 S1E:El. PANEl.S
RIGINAL GRADE FIL T£R FABRIC ORIGINAL GRADE
FILT£R FABRIC
-12• MIN., UNLESS OTHERWISE
SPfCIFIEO BY A SOILS ENGINEER
12• MIN., UNLESS 011-/ERWlSE
SPECIFIEO BY A SOILS ENGINEER
SECTION A-A
N. T.S.
NOTc:
SECTION 8-B
N. T.S.
CONSTl?UCT SEO/MEN T BARRIER
ANO CHANNELIZE: RUNOFF' TO
SEO/MEN T TRAPPING DEVICE CORRUGA T£0 S1E:El. PANELS
B
B
~---------50' M/N.----------1
OR FOUR 7/MES 11-1€ CIRCUMFERENCC
MATCH
EXISllNG
GRADE
OF 11-/E LARGEST CONSTRUCTION 'vf:HICLE TIRf,
Wll/CHEVER IS GREA 1E:R
PLAN
N. T.S.
STABUZED CONSTRUCTION ENTRANCE
TYPICAL SECTION
NO SCALE:
BENCH MARK
WIDTH AS
REQUIRED TO
ACCOMOOATC
ANllCIAT£D
TRAFFIC
Dc$Clf.JPTIOIJI 8.<A&S DJS/( IN CGJJe.l(l!lTll l/'J A ~TD, .$UJlV~'f Witt.I.
0~ C.i!Nrl!ltf./Nc 0/l /!I. e.AN11NQ ~<!At.
C.Ot.AflONI CQUMT'f OF ~N Dl4tSO 511.#JCrl MMI<. Dl!lldNA1laN
ND. ltl&OQ 1fa& ♦ &, I!.~
f.LE'fATlrJ41 1 511. 401 /YI. S. L. 01\fl.iM: N, G, 1/. O. Z.'J
90:¥ COMPACT£/} EARTH BERM
12· r
TOP OF SlOP€ AS SHOWN ON PLAN
PROPOSED OR
EX/SllNG SLOP€
4' --''--5' --1...:,t\lRI (MAX. lo')
81..AOEO SWALE' 'MIER€
SYMBOCIZEO ON Pl.ANS
W/ SANDBAGS EVERY 100'
BLADED SWALE AND BERM
NO SCALE
SECTION 8-8
R/W 5' ~I q_ ~I 5' R/W
J s HI
2 HI
0 0
B B
B
TEMPORARY DESIL TING BASINS AT INLETS
IN SUMP CONDITION
TEMPORARY DESIL TINO AND
EROSION CONTROL/SANDBAG DETAILS
NO SCALE:
GRA \fl BAGS 01,fRlAP
ONTO CURB
____ ....
RUNOFF' -
GAP BErarrN BAGS
ACTS AS SPILLWAY THREE: I.AYERS OF GRA \R BAGS
WlTH ENOS OVERLAPPEO
GRAVEL BAGS
NO SCALE:
PROVIDE \fl.OCITY CHECK DAMS IN ALL smEET AREAS PA Vf/) OR UNPA \,fl}
AT 11-1€ IN1E:RVALS /NO/CA 1[0 BELOW. VELOCITY CHECK DAMS SHALL 6£
CONSfflUC1E:D OF SANDBAGS. EARTH 0/KES MAY NOT 8€ USE/J AS
\fl.OCITY CHECK DAMS
GRADE OF THE STREET
LESS THAN 2!f
2!f TO 4!f
4X TO 10!f
OVER I0X
INTERVAL
AS REQUIRED ,oomT
50 FEET
25 FEET
1. SF:T POSTS ANO EXCA VAT£ A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM ANO
ALONG TH€ UN€ OF POSTS.
----
.I ATTACH TH€ FILT£R FABRIC TO
TH€ WIRE: FENCf ANO EXT£NO IT
INTO 11-1€ TRENCH.
f IN (10 CM)
SILT FENCE
NO SCALE:
J"-5" (75-125mm)
8"-10• 0/A
(200-250mm)
2. STAPt.£ lt1RE FENCING TO
TH€ POSTS.
4. BACKFILL ANO COMPACT 11-/E
EXCA VA 1[/J SOIi..
~) FILTER FABRIC-1 =~...,.,..
!!.11
.,
U\,f STAKE 1• X 1• STAKE
(25 K 25mm)
~-2r (:s-8mJ
···. )
NOi[:
FIBER ROLL INSTALi.A TION REQUIRES
/HE PLACEMENT AND SECURf
STAKING OF TH€ ROLL IN A TRENCH,
J'-5" (75-125mm) DEEP, OUG ON
CONTOUR. RUNOFF' MUST NOT BE
ALLOl!E'O TO RUN UNDER OR
"!iROUNO ROLL
SPACING DEPENDS c
ON SOIL TYPE AND
SLOP€ ST£EPNESS
FIBER ROLLS MUST Bt PLACED
ALONG SI.OPE CONTOURS
SEO/MENifT. ORGANIC MA TT£R,
AND NA 'I!' SEED' AR£
CAPTURED BEHIND TH£ ROl.1.S.
FIBER ROLLS INSTALLATION ON SLOPES
NO SCALE
/J0/11SION IJOVNOARY-'--...-
EXISTING GROUNO
TYPE: C OR O TERRACC
ORAIN AS REQUIREO BY GS-14
FOR CUTS ANO FIUS
H
(IN FEET)
LESS 11-/AN 1 O'
10' TO 20'
01,fR 20'
E'XISllNG GROUNO
TYPE: B BROW DITCH AS
REQIJIREO BY GS-14 FOR
CUTS ANO FILLS
A 6
:t J.:I
H/5 4
4' + H/10 H/5
( 10' MAX.) (10' MAX)
•
TYPICAL SLOPE SETBACKS FROM SUBDIVISION BOUNDARY
NO SCALE:
l---jf.--~------------1---1----1---+--~ I sH4EET I. __ c_1TY __ o_F_c_A_R_Ls_s_A_o _ _, ,_sH_E5.~E· r""'"'~.:. _ ENGINEERING DEPARTMENT
EROSION CONTROL PLANS AND STREET CROSS SECTIONS ! \lofEss,
2. CONDITIONING 111£ SOILS SO THAT IT IS SUITABlf FOR PlAN7/NG B'f. 0 M
a. ADJUSTING 111E SURFACE: SOIL MOIS71JR! TO PROVIDE A DAMP O..runr,r,D'DC'.'T.(]N CONSUL,... .. -..""" t< •
"As BUILT" BRESSI RANCH ... '
BUT NOT SAllJRAT[() SEEO BED. .Cl<.\N'°'-'-'· Lll.1.1' .ani.-..1~ ,._ ~
S ,_ ~ ·-· b. 111€ AODITION OF SOIi. AMENDMENTS, PH A/JJUSTMENT, l£ACHING PLINNINO • ~ • &«llNBIIRll«J • tllM!r/OPS ::. z
OR COVERING SAUNE SOILS TO PROVIDED VIABI.£ CONDITIONS 701 B Street, Suite soo, San Diego, CA 92101 o No. 42951 "'
FOR GROWTH. 619-235-5471 FAX 619-234-0349 ~ Exp. OJ-31-06 f;:
£. HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROV/Of A VIGOROUS GROW11/ caEGORY DAll REGISTRATION DESIGN£D PM SUR.U
UNTH. TH£ PRO.ECT IS PERMANENTl Y LANDSCAPED OR, FOR AREAS Wl/ERC ~. . . ...._. I'\ , 'I,. EXPIRES 03-31-06 al! R£\1Elll rn CI V \ '-~:~D BY: 'l /'f 08 f'OC, 'IJS-8(.IIL T •
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EXPIRES 1 Z-31-0
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COMMERCJAL/RE1 AJL
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PA~15
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SCALE:: 1 • "' 20'
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GRAPHICAL SCALE
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-------..
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--406---
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-11----
STREET
BENCH MARK
DESC/lJPTICIJ: ~5 01.511. IN CtJAICtfifTr 1/11 A STAN!lAICll SUtfVf.'( WEL.L.
ON CEIJrt:lt.lJllifi OP i;L CA/,'//;/0 .(.!AL.
lOC~T/0,1! COI..IIJTV 111' !SAN Otl!.GO UAICHMAtt.11. D~I/SNAr,arJ
NO. t{/f,O() .tl!a tz, e: C
Ei.E:vATIO!J: .&11 • .401 M.S.I.. DATt/JVI; tl.tJ • .✓• O. 2.'J
0 PRomcrDFSioNCONSULTANTS
P!ANNINO • HNllllUOIBNTAt • l!NOINliBRINO • SUllVBl'ICll'S
?01 B Street. Suilc: 800, San Dit:go, CA 92101
619-235-6471 FAX 61'1-234-0349
R.C.!'. 4295 DATE REGISTRATION D£SGNED
RE\1E'II
3+00
LAGE'. QUARE
PA~-
Lo-r
FIBER ROLL
. "" <o 1-4+00
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NOTE: INTERIOR HARDSC.arr-SHOWN ----
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pu-rURE ASSJS1ED LJVJNG FOR ~ONLY. REFER TO
LAND§CAPE ARCHITEC71JRE Pt..ANS FOR
------------VlttAGE SQUARE DETAILS.
SIJRl'EY
RE\1E'II
PA~15 L01 2
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ti M. S<t1. "AS BUILT"
,._ c;>
"' --z o No. 42951 ri ~~,.__~ :2•-'r-•
~ Exp. 03-31-06 f;J
c,v11.
OF' CAI. I~
-_, .,, DA TE I APPROVED, uo~. HUBBS dr .!
i-:;RC;.E ;.e,~~~,~~;=-__:::EX::_P..:..:. t:::~=-::-,,.'/=-O=•=-----t----_-_r_-_-_-;,r_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~_-_-_-_-;_r_-_-_-1-J_-_-_-_-t-!----_-_-i-l-----=1 . ~g 9 ~ %~R-"' ??.::~a ~
~CTOR y cG rrr/4f /748'(
DATE
DATE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVA aTY APPROVAL
PROJECT NO.
SOP 03-11
(
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·/l;
1 ,,:,l
•
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I DRAWING NO,
415-3A
•
J,N. 247J.Q I 11111111111■ ·
030905
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SCALE: 1 • = 20' --.-z~
0 10 20 40
GRAPHICAL SCALE
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60
T: \[ngr\,:479\Plons\Grd\ VILL-SQUARf\2479cROCE c!w9 0J/09/}~05 1/·JJ 51 AM PST
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/~ ! I '<SIGHT CORRIDOR
~RIDGELJNE PER MASS
GRADING PLAN, Cl TY
DWG NO. 400-BA
J 29'22'26'
R=260.00'
L=,JJ.29'
,·' .. ·":
COJ\/J~JJEF{CJAL/RE-r AJL
PA~15
Lo-r s
,08.98'
NOJ'Ol'JJ'W
''a> --= ~ ~~> --~ a -----5' SIDEWALK ~· C') -.• -~=~-----....=.:: J'-'-~c..--,;; I ,.
R=20. 00' -.;a;;, -...__:::::::::--.._ ..,(cO ~1---~<)'.
L=28.95' -----::::_-__ ~4 . ---.____________ ·
--,, ,.,_ --<:_~ -!,09· ----~1:0~"'f-----T PER DWG NO. 415-38 ;~ fZ--= = = -~ :=---=::_ -~
-------
J 29'22'26'
R=J20.00'
L=164.06'
COMJVJERCJAL/R.Etf AJL
PA~16
Lo-r s
5' S/OEWALK
108.98'
NOJ'Ol'JJ'W ~ fl STORM DRAIN PER•-~
DWG NO. 415-JB
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY l\£U ON
ON CENTERIJNE OF El. CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89E/)
ELEVATION: 311.407 M.S.L DATUM: N.G. V.O. 29
;j -~ '-1 -~ r: '.1 ' . /I
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l-"~"--'l~.!..!~l-"'g~'+-'-POC=----1---EL,~TEN""s__,-~~ON""tL~~-,.F-'N_Nt_LA_PLA_CE._A_DD_m_o_NA_L_sH_rr_r_----1-----t--t-------t-----1 I sH6EET I CITY OF CARLSBAD I SHE6ETS 1 •.•.•.•.·.•.•: !.,:.:_
ENGINEERING DEPARTMENT ·
~----------~ i ,:
0 PR.omcrDES1GNCoNSULTANTS
PI.INNl!O • l!NVliltNmNrAL • BNlllNBmuNo • SV1M11'/0fll
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELD!, R.C.~ 42951 DA1E REGISfflAllON EXPIRE! Ol-J1-0I -z . .,,tJf'
PM
RE"1EW! REVIEWED BY:
"AS BUILT"
2-...2r--ac
DATE
EXP. /A.-J/•C8
~Q~<Q;} ECTOR os:/4{/~r
DATE
DATE INITIAL
NGINEER Of' WORK REVISION DESCRIPTION
GRADING PLANS FOR:
BRESSI RANCH
VILLAGE SQUARE
DATE INITIAL DATE INITIAL gm<'0BJ~·-, --1
OTHER APPROVA CITY APPROVAL RVWD BY:
PROJECT NO.
SOP 03-11
DRAWING NO.
415-3A
,, ;,-;
J.N. 2479. (} ~
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