HomeMy WebLinkAboutDWG 443-6A; MS 05-32; TAMARACK BEACH LOFTS; 01-05GRADING NOTES
(IN ADDITION TO THE liEQ/J/REJ1ENTS OF CHN'TrR 15. 16 OF THE CARLSBAD MUNICIPAi CIXJE.)
/, THIS PLAN SUPERSEDES ALL 071/Bi PLANS PIIEVIOIJSL Y APfflOVED BY THE CITY OF CARLSBAD
REGARDING GR/JD/NG SI/CWN '.JN THIS SET OF PLANS.
2. APPROVAL Of THIS Pl..ltl DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARf_SBAD M/ff/lCIPAI.
CODE, 1/ESOll.JTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OT/ /ER ADDITIONAL DOCIJMENTS
LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO.ECT. THE ENGINEER IN RESPONSIBLE CHARGE
SHALL REVISE THESE PLANS WI/Ell NON~CNFORMANCE IS DISCOVERf{).
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM
RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS OISC01EIIEO DIR/NG CONSTRUCTION.
ALL PLAN REVISIONS SHALL BE PROMPTLY SUJMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WIU BE REQUIRED Fa? lt/Y WOO( IN THE P/.1/LIC
RIGHT Of WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSlRANCE MUST BE FILED NAMING
THE CITY OF CARLSBAD AS AN ADDITIONAL INSlfiEIJ ON THE PERMITTEE'S POLICY IN THE M/Ni,~/J1
AMCU/T Of li,000,000.00 FOR EACH OCCl.l/1/ENCE OF LIABILITY. THE /NS!RANCE COMPtNY WRIT/NG
THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTMLISHED BY
'BESTS' KEY RATING GUIDE.
5. /J>ILESS EXfMPTEJ) BY SECTION 301.(B)5 OF THE LMFCRM BUILD/1/G CODE, RETAINING WAUS OUTSIDE
OF fl.lBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FRO.'f THE BUILO!'IG DEPARTMENT.
6. NO WORK SHALL BE COMMENCED U'ITIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY A/ID
OT! /[R APPROPRIATE AGENCIES.
7. APPROVAL OF 7;</ESE .PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORI( OR GRADING TO
BE PERFORMED !J/T/L THE PROPERTY OW/\fR'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING
PERMIT HAS BEEN !SSlED.
8. NO REVISIONS WIU BE MADE TO THESE PLANS WITHOUT THE WRITTEN A/PRO VAL OF THE CITY
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPfi1ATE Sl!EET OF THE PLANS AM) TIE
TITLE SHEET.
9. ORIGINAL DRAWINGS Sl'ALL BECOME THE fROPERTY (F THE CITY /RO/I BEING SIGNED BY THE CITY
ENGi,\/EER.
10. THE ORIGINAL CRAW/NG SHALL BE REVISED TO REFLECT AS-BUil T COl/lJITIONS BY TIE
ENGINEER-OF-WORK fR/OR TO FINAL ACCEPTAM:E OF THE WCl\l'I' BY THE CITY.
II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT
ALL TIMES {)IJI/NG COhSTRUcT/(JI.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SU/111ARY SHEET.
(BJ LMORA TORY W0"1!' SHEETS AMJ (C} COMPACT/ON CIRVES, SHALL BE SUBMITTED BY A
PROFESSIONAL ENG/1/EER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BuSINESS IN THE FIELD
OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SWM!TTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO Wa?l</NG DA rs OF THE COMPLETION OF FIELD TESTS.
15. A SOILS COMPACT/oil REPORT AND COMPLIANCE VERIF/C~T/0// REGAJ/IJ!NG ADHERENCE TO
RECOMMENDATIONS OUTL/1/EO IN THE SOILS 1/EPORT IS REQUIRED PRIOR TO THE ISSUANCE Of A
BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UIIDER THE DIRECTION OF A
ROFfSSIONAL ENGINEER OF THE STATE OF CJll/fOHNIA /'111/ICIPALL Y DOING BUSINESS ill THE FIELD CT
APPLIED SOILS MECH4NICS .. ALL F/U OR FUTURE FIU AREAS SHALL BE CONSTRUCTED IN ACCORDAIICE
WITH THE CITY OF C4/il.SBAD STANDARD SPECIFICATIONS ANO THE' EARTHWORIC EPEC/FICATIONS •
ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELO COMPACTION REPORTS WILL BE
SUBMITTED TO THE PROJECT INSPECTO/?.
/4. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO /Ht BtGi,VN/NG OF WORK All)
SHALL BE ATTENDED BY All REPRESENTATIVES RESPONSIBLE Fr,R CONSTRUCTION, 11/SPECTI(!{,
SUPtNVISION. TESTING AND AU OTHER ASPECTS OF THE WOO'(, THE CONTRACTOR SHALL REQUEST A
MEET/1/G BY CALLING THE INSPECTION LI/IE AT (160} 438-3891 AT LEAST FIVE (5) WORKING DAYS
PRIOR TO STARTING CONS/NIXT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT
INSPECTOR TO COQR!)INATE A DATE A/ID TIME FOR THE PRECONSTRUCTION MEET!'vG. APPROVED
DRAWINGS MIJST /JE AVAILABLE PRIOR TO SCHEDUl/1/G. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT !'!SPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER mAN FOR PRECONSTRUCT/ON MEET/No W/U BE MADE BY CALLING
THE E/IG/NFFR/NG 24-HOUR INSPECTION 1/EQUEST LI/IE AT (760) 438-389/. INSPECTION f/£Q/£STS MUST
BE RECEIVED PRIOR TO 2:00 P .. 'f. ON THE DAY BEFORE THE INSPECTION IS 1/EEDED. INSPECTIONS WILL
BE MADE T,~E NEXT WORKDAY LNLESS YOU 1/EQUEST OTHERWISE. .REQUESTS MADE AFTER 2:00 P./1.
WILL BE SCHED/.1.ED FOR TWO FULL Wal'K DAYS LATER.
16. THE OWN,cR ANO/OR APPL/Clt/T IHROUGH THE DEVELOPER A/ID/OR COi/TRACTOR SHALL DESIGN,
CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLWING SHORING, AN[; 9/ALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS.
LAWS AND REGILATIONS. .
17. T/iE CONTRACTOR SHALL CONFcR/1 TO LABOR CODE SECTION 6705 BY SL8MITT!NG A DETAIL PLAN TO
THE CITY ENGINEER AND/OR ~ONCFRNFD AGtNCY SHDWING THE DESIGN OF SHORING, Bi/ACING SLOPING
CR OTHER PROVISIONS TO BE MADE OF WORJ<ER PROTECTION Ffl(Y1 THE HAZARD OF CAVING GROI.NJ
OUR/NG THE EXCAVATION OF SLCH TRENCH(. 7 TIIEI/CJIES OR DIR/NG THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (51 OR MORE IN DEPTH AA()
APPROVfl) BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN
VARIES FROM THE SHORING SYSTEM STANDARDS FSTABI /SHED BY THE CONSTRUCT/ON SAFETY ORDERS.
TITLE 8 CALIFORNIA ADMIN/STRA TIVE CODE. THE PLAN SHALL BE PREPARED BY A liEGISTEIIEO
ENGINEER AT mE CCNTRACTORS EXPENSe. A COPY OF T,'1£ OSHA EXCAVATION PERMIT Ml.ET BE
SUJMITTED TO I HE INSPECTOR PRIOR TO EXCAVATION. .
18. NO BL~STING SHALL BE PERFOPJ'/ED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTA!liED FROM THE
CITY OF CARLSBAD. SUBIT APPLICATION FOIi BLASTING PERMIT WELL IN ADVANCE OF THE SCHED/.l/NG
OF BLASTING OPERATIONS.
19. IF ANY ~RCHAEOLOG/CALIPALEONTOLOGICAL RESOiJiCES ARE DISCOVERED WITHIN ANY /VO\¥( AREA
DIR/NG CONSTRUCTION, Cf'ERAT!ONS WILL CEASE IMMEDIATELY, A/ID THE PERMITTEE WILL NOTIFY Tlf
CITY EIIG1NEER. OPERATIONS WILL NOT RESTART /J>ITIL THE PERM/TT[[ HAS RECEIVED WRITTEN
AUTHORITY FROM THE CITY ENGINEER TO DO SO.
20. All OPERA T/ONS COIIDUCTED ON THE SITE OR ADJACENT THERETO, 11/CLWING WARMING IF. 1/EPAIR,
ARRIVAL, DEPARTI.J/E OR OPEr'IAT/011 CF TRUCKS. EARTHMoVWG EQUIPMENT, CONSTRUCTION EQUIPMENT
AN/JANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00
A.M. AND SUNSET EAa/ DAY, MONDAY TIIR/J f.q/DAY AND NO EARr.'iMOV/NC OR GRADING WERATIONS
SHALL BE COND/XTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE
ENG!~fERING DEPARTl>/ENT COilvTER.)
21. ALL OFF-SITE HAU ROUTES SHALL 8[ Sl.lJMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FCI?
APPROVAL TV.V F!U WORKING DAYS PRIOR TO BEGINNING OF Wil\YI',
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE /'/ATER/AL SHALL BE DEPOS!TcD AT. A SITE
AFPROVEI) BY THE CITY ENGIIIEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS !R
DA,'fAGE OCCURRING ALONG iHE HAU ROUTES OR ADJACENT STREETS AS A RESLl T OF T~E GRADING
(l'ERA TION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AliB\ TO BE GRADED. NO TREES ARE TO BE REMOVED
I.JMESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AliEAS SH/J..L BE GRADED TO DRAIN.GRADING RESUT!IIG Ill THE PONDING OF WATER IS NOT
PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMU/1 ONE PERCENT SLOff'.
25. THESE Pl A'IS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTRa f'LANS. EROSION
CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE
PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH Cf/ADE TO PRODUCE A 11'1/FORM SI.JIFACE AND CROSS
SECTION. THE SITE SHALL.BE LEFT IN A NEAT A/ID ORDERLY C0//0/TION. JllL STO,'ES, ROOTS OR
OT//ER DEBRIS SHALL BE 1/EMOVEO ANO DISPOSED OF AT A SITE APPRO'IED OF BY THE CITY
ENGINEER.
21. ALL SLOPES SHALL BE II/RIGA TED, ST~B/LIZED, PLANTED Allu/OR HYDRO SEEDED WI I HIN I EN (10} DA Y.5
CF THE TIME WHEN EACH SLCff IS BROUGHT TO GRAOE AS SHOWN ON THE APPROVED GRADING
PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS 1/EQU/RtD BY TIE CITY CF
CARLSBAD LANDSCAPE MAN/JAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DWG. NO. 445-61.
AND/[I/ AS DIRECTED BY THE CITY ENGINEER OR PI.NINll{G DIRECTCR. •
29. T/iE OWNE.RIAPPLICANT SHALL INS/RE THAT AU CONTRACTORS SHALL COORDINATE THE Wt:l'1I( Of
THfSE GRADING PI..NIS WITH THAT SHOWN ON BOTH THE LAIIDSCAPE A/ID 11/f/!GATION PLANS AND THE
IMFROVtMcNT PLANS AS REQUIRED FOR THIS WOfiY( IN ACCORDANCE WITH T~E LANDSCAPE MANUAL
TIME REQUIREMENTS.
JO. STORM DRAIN PifF SI/ALL BE REINFORCED CONCRETE PIPE WIT/IA MINIMU/1 D-LOAIJ Of 1,350. FOR
PRIVATE STORM DRAIN PIPES, 11' TO 15' PVC N4Y BE UTILIZED PROVIDED DEPTH IS LESS THAN 15
FEET ANO BACJ(FIUED WITH J/4' ROCK PER SDRSD S-4 TYPE 'C' A/ID PIPE MEETS ASTM STAMJARD
JOJ4 FOR SOR J5 SOLID WALL PIPE,
JI. WHERE AN EXISTING PIPE L /NE IS TO BE ABANDONED AS A RESLl T Of THE GRADING OPERA TIO/I, IT
SHALL BE .REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PRol'ERLY CCMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR
REMOVED AS A"PROVED BY THE CITY ENGINEER.
Ji!. T/iE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (MCVE GROIN) AM)
IN)ER GRCLND} WITHIN THE PROJECT SITE SUFF!CIENTL Y AHENJ OF GRADING TO PERMIT THE
REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTLJ4L LOCATIONS ARE IN CONFLICT
WI TH THE ,PRoPOSED WO/ill'. •
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 Fl.LL WORJ(/1/G
D~YS ?Ria? TO Sf ART/NG GRADING NEAR THEIR FACILITIES AND SHALL COORO/NATE THE WO/I/( WITH A
COMPANY REPRESENTATIVE.
IJIDERGRXriD SE!MCE All'RT
SDG/JE
f'AC/FfC EJm
lliEPHIA CAB/£ COM1LNICATl!R$
CITY OF CARLSBAD (STREET, SEWER AND ST!RI DRA/11}
'CARLSBAD MIJ'i/CIPAL WA TfR DISTRICT (WA 1cR 8 Rlfl)
'SAN DIEGIJITC WAffil DISTRICT
*LEUCADIA WASTE WATER
*VAUEClTOS WA r£R DISTRICT
'O!.l'lf'NHAIN WATER DISTRICT
*Bl.JENA SAM TA TION D!Sm!CT
'As4'FRaAlliATE
J4. PERMIT C0/1PLIAIICE REQUIREMENTS:
/-800-422-4/JJ
(800) c60-734J
(800} 892-0/i!J
(760) 438-7141
(760) 454-2980
(760} 438-2722
(160} 635-2650
(160} 153-0155
(160} 744-0460
(160} 753-6466
(160} 726-1340
A. FOR CONTROLLED GRADING· THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR
GEOLOGIST TO GM: itCH/1/CAl ADVICE, OBSERVE AND CONTROi.. THE WORJ< ih PROGRESS (15./6,l20A.8}
CARf_SBAD M/Jv/CIPAL C!XE.
B. PRIOR TO FINAL APPROVAL cF A GRADING PERMIT -THE FOLLOW/1/G REPORTS .MUST BE SUBMITTED TO
THE CITY ENGINEER VIA THE PROJECT INSPECTOR (15.16.120A.IO) CARLSBAD MUI/IC/PAL CODE:
I. FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ML GRADING IS COMPLETE. ALL
EROSION CONTRa, SLOPE PLANTING A/ID IRRIGATION ARE ii/STALLED IN CONFO//Mlt/CE w,m CITY
CODE AND THE AFPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER rROM CITY
ENGINEERING DEPARTMENT)
2. AS-BUil T GRADING PLAN.
J, REPORT FROM THE SOILS ENG/N[[R, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES. A
STATEMcNI AS ro THE EXPANSIVE QUALITY OF THE SOIL, AND SW,MAR!ES OF FIELD Ail)
LABCRATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER
Tl/AT TIIE GRADING WAS DONE IN ACCORDANCE WITH THE RE':.UIREMENTS AND RECOMMEIIDATIONS
Ol.)TLINED IN THE PREL/M/,'IARY SOILS REPORT AND ANY S/J'PI..EMENTS THERETO.
4. REPORT WITH AS-BUILT GEOLOGIC PLAN, IF !IEOUIRED BY THE CITY.
35. /JVLESS A GRADING PERMIT F(ll THIS PROJECT IS ISSUED WITHIN 0/E (I} YEAR AFTER TIE CITY
ENGINEER'S APPROVAL, THESE PLANS MAY BE RE1UIREO TO BE REstfJMITTED FOR PL,WC//ECI(, PI..ANCHECIC
FEES WILL BE 11£QU/RED FIJI' lt/Y SLCH RECHECIC.
36. THE SOILS REPORT TITLED REPORT OF SOIL INVESTIGATION-TAMARACK CON/JOMIN!lt'IS , .''REPAREO BY SO!JTHEll</
CALIFOf/N/A SOIi 8 TFST/1/C, /!IC., DATED FEBPJJARY /0, 2005, SHALL BE CONSIDERED A PART CF THIS
GRNJING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMME.NDA TIO/I'S /J'/0
SPEC/F/CATiONS COi/TAii/ED IN SAID SOILS Rr:PORT.. .
SEWER NOTES:
I. SEWER MAIN AND Al'T'URTENAIICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD
ENGINEERING STANDARDS VOLlf'IE I, GENERAL ENGINEERING STAI/DAROS, CHAPTER 6, DESIGN CRITERIA FOR
GRAVITY SEWER LINES ANO APF'uRTENANCES ANO VOLUME J, STANDARD DRAWINGS AND NOTES DATED JUNE
JO, 2004.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF 1//DUSTR!AL SAFETY BEFORE
ANY EXCAVATI0/1 AND SHAU ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS.
J, BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM TIE
DISTRICT. IT MuST BE SIGNED AND APPf/OVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT,
4. BEFORE CONS TRUCTiON BEGINS IN ANY PUBLIC RIGHT OF WA r, A CITY RIGHT OF WAY PERMIT SHAU BE
REQ/JIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO Tlf
BEGINNING OF CONSTRUCT/ON (TELEPHONE NO, (160) 438-389/).
STREET NOTES:
/, ACTUAL STRUCTURAL SECTIONS WIU BE DETERMINED AFTER "R" VALLIE TESTS HAVE BEEN CONDUCTED BY A
PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS Ill THE FIELD OF APPLIED
SOIL MECHA/1/CS, ON THE PREPAIIED BASEMENT SOIL. THE 'R' VALUE TESTS ANO THE ENGINEERED STRUCTURAL
SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND AlfflOVAL A M/NIMU/1 OF TWO (2)
CITY WORK/1/G DAYS BEFORE THE WO/ill' BEGINS.
2. STREET LIGHTS SHALL BE ii/STALLED AS SHOWN ON THESE PLANS, I.JIDERGROUND CONDUIT RmS, SERVICE POINTS
AND HAND-ROLES SHAU BE SHOWN ON THE 'AS-BUILT" PLANS. No DIRECT BURIAL STREET LIGHT FOUNDATIONS
WILL_ BE ALLOWED. ALL LUMINARIES SHALL BE ·cur OFF" TYPE.
J. Au IJNDERGRO/ff/D UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CU.I/BS, CROSS
GUTTERS OR SURFACING STREETS.
4. STORM DRAIN PIPE SHAU BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE
STW'/ DRAIN PIPES UP TO 15'. PVC MAY BE UTILIZED PROV/DEC DEPTH IS LESS THAN /5 FEET .AND BACKFILLED
WITH j• ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35, SOL/0 WALL
PIPE.
5. Wl!ERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WIU BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER 1/EQU/REMEIITS OF TITIE 24, CALIFOF1/IA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION /VD. J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN mE LIMITS OF WO/Ii'. OF THIS PLAN PER SDRS
DWG M/9.
9. Au SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WOR/1' SHAU Be RE-ESTABLISHED,
PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LA.ND SURVEYORS ACT.
10. Two (2) SETS OF SURVEY (cur} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
BASIS OF BEARINGS:
THE BASIS Of BEARINGS FOR THIS SURVEY IS THE NAD8J, CALIFORNIA COOlll)/NA TE SYSTEM ZONE VI, GRID BEARING
BETWEEN Pr. No. 141 ANO PT. No. /JI AS SAID COOlll)INATES ARE PUBLISIIED IN THE RECORD OF SERVEY MAP No.
17271 AND ARE IN THE CITY OF CARLSBAD HORIZONTAL CONTROL NETWOfll(.
I.E N 22 "30'58" E
QUOTED BEARINGS FROM REFERENCE MAPSIDEEDS 1'!4Y OR MAY NOT BE IN TERMS Of SAID SYSTEM.
THE COMBINED SCALE FACTOR AT Pr. NO. /4/ IS 0. 999963560, GRID DISTANCE= GRO/JIID DISTANCE X COMB/I/ED
SCALE FACTOR. ALL DISTANCES Al/E GROI.ND UNLESS OTHERWISE NOTED.
BENCH MARK.
CITY OF CARLSBAD SURVEY CONTROL NETWORK POINT NO. /31, BM-V-1301, 3" U.S. COAST AND
GEODETIC SURVEY DISK ON ROD IN 6" PCC., 120 FT. NORTH OF TAMARACK AVE AND 50 FT. EAST
OF SDNR RAIL ROAD TRACKS.
ELEVATION: 43. 9/1 FEET (NGVD29}
OWNER.-S CERT/FICA TE
I (WE} HEREBY CERTIFY THAT A REGIS I tN!:O SOILS E'IGINEER OR GEOLOGIST HAS BEEN OR W/U BE
RETAINED TO S/RERV!SE OVE.~-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION A/ID STABILITY OF
,~ Wilfi 4&Jti ti a 1 (61.
B~ . -~~
LUGANO SHORES INVESTMENTS, LLC
38/8 SKYLINE ROAO
CARLSBAD, CA 92008
760-729-/025
--~--~~---
'
ABBREVIATIONS:
AC
AH
BFP
BL.K
BW
CL. co
COI\IC
'D
DO
c!WG ------
DW'<
ACCESS HOLE
,--~;:-~;:;: "(,_F,_~9.~--.. E~.~ .. V. .. ~:.t~T .. ;j;~R~_
BLOCK
Bo1'10M OF' WALL
CEr;TER L.1r;e
CLEAN OUT
Cot•.J;:RETE
DELTA (INCLUDED• ANGLE)
DRA!M.AGE OUTLET ___ ,,,., .. -
-~
::BX
EP
EUC
,EXIST
,FF
DP.AWING
DRP."EWAY
ELECTRICAL Box
EDGE OF PAVING
' FG __ ,,, __ , ___ ,_ - -
FH
FL
FNC
1RET
RS
RW
.EUCALYPTUS TREE
E.XISTING
FINISHED FLOOR
F'IMISHED GR,\CIE
FIRE HY: S,ANT
Fu..ow LINE
FENCE
RIGHT OF WAY
MS# 05-32
OWNERISUBDI VIDER:
LUGA//0 SHORES INVESTMENTS, LLC
3818 Sl(YLINE ROAD
CARLSBAD, CA 92008
160-129-/025
LEGAL DESCRIPTION:
THE NORTHEASTERLY 65 FEET OF THE NORTHWESTER/. Y 150 FEET OF LOT /0
IN BLOCK "S" OF PALISADES NO. 2, IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO.
/803, FILED IN T/iE OFFICE OF THE COUNTY 1/ECORDER OF SAN DIEGO COilvTY,
AUGUST 25, 1924.
SOILS ENGINEER'S CERTIFICATE
I, DANIEL 8. AIJi.ER, A REGISTERED CIVIL ENGINEER OF THE STA TE OF
::ALIFOF1/IA, PRINCIPALLY DOING BUSINESS Ill THE FIELD OF APPLIED SOILS
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
COll[}/TIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME 0/t Ul/0£~ MY
DIRECTION BETWEEN THE DA TES OF JANUARY I 1, 2005 AND JANUARY JI,
2005. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STWY, WITH
MY RECOMMENDATION$, HAS BEEN SUBMITTED'TO THE OFFICE OF THE CITY
ENGINEER.
WORK To BE DONE:
THE GRADING il'VRK SHALL CONSIST Of CONSTRUCT/ON OF AU CUTS AND FIUS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION
CONTROL FACILITIES, AND PLANTING OF PERl'/ANfNT LANOSCAPIIIG ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC'
MAPS AND REPORTS. AU AS SHOWN AS 1/EQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA TI0/'15, ~
1/EOU/REMENTS, RESOLUTIONS ANO Olll)/NA/ICES CITED ON THESE Pl.ANS.
THE GRADING l\t!ll'r SHALL BE PERFORMED Ill ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE Tl/1E OF
CONSTRUCT/ON, AS DIRECTED BY THE CITY ENG/NEEi/.
/. CARLSBAD MI.JIICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4, CITY OF CARI.SBAD PC/cc RESOLUTION NOS. 6010 8 6Q12 DATED APRIL 19.2006 ANO MS 05-32 DATED JUL y 5, 2006
5. THE Sc4NDARD SPECIFICATIONS FOR f'UBLIC WORl(S CONSTRUCT/OIi (GREEN BOOK).
6. SOILS REPORT AND IIECOMMNDATIONS BY SQ/JTHERN CALIFORNIA SOIL AND TESTIIIG, INC. DATED FEBRUARY /0, 2005 8 LETT'ER
DA TED OCTOBER 14, 2005.
1.
8.
9.
10.
II.
12.
THE SAN DIEGO REGIONAL STANOARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARSLEAO STAI/DAROS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TEO APRIL 19 2006
ENVIRONMENTAL APPROVAL DOCUMENT DA TED APRIL /9 ,2006 •
STORM WATER POLLUTION PRVENTION PLAN (SWPPP) PRr:PARED BY N/A DATED NIA
STORM WATER MANAGEMENT PLAN (SWMP} PREPARED BY NIA DATED NIA
THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASOUA), STORM WATER BEST MANAGEMENT PRACTICE, COIITRUCTIDN
HANOBOOK AND STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP)
MANUAL.
''1!' •• -.-,.,~,~ ' 'f'
. ft6~~f~~.--EGEND
.tf;,~#~ 8 ; ha !PT/ON: DWG No. 0 SYMBOL QUANTITY SIGNED: ::--::----::":"::":'::--l--<,__.::__-f'--:~~'I'--,:~~""-":',P"""------------='-"""----"-"-"""'~-------------""'""-'!.!....
R.C.EII0:3~~37 · ::,CA_ VISl(J'IBOI.NDARY ----------------
LICENSE EXPIRES 6130108 * r,,, 6 '10-! u /!is. MENT LINE
DA TE.·
• ~) CIVIC . "<fJ T. SEWER MAIN B-~ -(!) ($ ~c,uf<>~XIST. WATER MAIN
EST/HA TED GRADING QUANTITIES:
RAw cur:
REMEDIAL:
EXPORT:
/250 CY
150 CY
/250 CY
SOURCE OF TOPOGRAPHY:
THE SOURCE OF THE TOPOGRAPHY SHOWN HEIIEON IS A FIELD
SURVEY BY CIREMELE SURVEYING ON FEBRUARY 8, 2005.
EXIST. STCRM DRAIN
EXIST. BLOCK WALL WI WOOD FENCE
PROPOSED GRADE
SPOT ELEVATION
EXIST. COi/TO/RS ,..----;P;;\rt.;---~-----....---.... ~ SEWER MAIN (6" 9/ICF.~E IFIBl/i ~~
R LA_w,: t/:,,.~ff&~ ~ 10 PVC.) CMW9-S+,-S-S-
SEWER ACCESS Ha . .,.,_.....__,__...._,_..,__,. __ __. CMWD S-1, S-3
COMBINED DOMESTIC WATER I
FIRE SPRINKLER SERVICE
I' WATER SERVICE (IRR.XRELOCATE Ex. METER)
P.C.C. DRIVEWAY (WIDTH= 24)
CMWD W-3A
CMWD W-3/W-20
G-l4A 8 CSD GS-12
3.2%
JJ2.0
-----s ----------
-----SL ---..,.....,------1
------is ---HOH---s
~
.,
so~
-/t+trl. F. )_
:}.f; 61. ,::
3EACH
4 EACH
I EACH
/90 S.F.
25L.F. s
SD
SDRSD
SL . ____ ,,, ..... , ... ,. ss
TG
TW
w
WF
WV
SEWER
j: ~:::;l~::~EGIONAL STANOAF>D DF>AWIIIGS
: .. SEWER LATERAL
. S1:>EYARD SETB.ACI\
TOP OF GRAT'I!
6" CURB 8 GIJTTEFI
CONCRETE SIOEWAUI
6' CURB
AC PA VEME/IT
GRASS PAVE
G-2
G-1
G-/
'4
125 SQ. FT.
II L.F .
3,240 Sa. Fr.
456 so.Fr. , TOP OF 1#A.LL
'NATER
WOOD FEINCE
WATER VALVE
"DECLARATION OF RESPONSIBLE CHARGE•
I .//El/EBY DECLAIIE THAT I AM THE ENGINEER OF /!'Of//( FOR THIS f'f/0.ECT, T/11,T I HAVE EXERCISED RESPCNS!BLE CHARGE OVER
THE DESIGN OF THE PRO.ECT AS DEFINED IN SECTION 670J CF THE BUSINESS ANO PROFESSIONS CODE. AND THAT THE DESIGN IS
CONS/STANT WITH CURRENT STANDARDS. I UIIDERSTAND THAT THE CHECK OF PROJECT ORAWINGS AND SPEC!F!CAT/CNS BY THE
CITY CF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WOOi', OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
F/Rr1: MLB ENGll'EER'NG
ADDRESS: 2C80 WINER/OGE PLACE, SUITE A
CITY, STATE: ESCONDIDO, C,1
TEL£PHON£: (760) 741-3577
BY: •-~ C:
MICHAEL L BENESH
R.C.E. NO. J789J
REGISTRATION EXPIRATION DATE: J/Jl/07
DATE:
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
/-800-227-2600
TH/IEE WORM NG DAYS BEFORE YOU DIG
CAUTION:
IIE/1EMBER THAT THE U5:4 CENTER NOTIFIES OM. Y
THOSE UTILITIES BELONGING TO THE CENTER.
TIIEIIE COU.D BE OTHER UTILITIES PRESENT AT
THE WORK SITE. THE CENTER WILL fl/FORM YOU
OF WHOM THEY WILL NOTIFY.
LOCAL DEPRESSION
PROP. /8" R. C.P. STORM DRAIN (Pl.lJLIC}
PROP. PVC OR ABS STORM DRAIN (8" DIA OR LESS)
AREA DRAIN
CONC. CATCH BASIN WITRAFFIC GRATE
8 FOSSIL FILTER INSERTS
S.D. CLEAN-Our T'fPE A-4
CSD DS-/
DETAIL SHT. J
D-9
PROP. RETAINING WALL (BY SEPARATE PERMIT) C-2
TRENCH REPLACEMENT TYPE A G-24
Sl7
----1[g}1----
=========~1□1
rz11Zl/ZJ
. 92 SO. FT.
29 L.F.
495 L.F.
16 EACH
4 EACH
2EACH
I, 700 Sa. Fr.
15 L.F.
QUANTITIES ARE SHOWN FOR BOND PIR'OSES ONLY, CONTRACTOR IS RESPONSIBLE FOR BID QUANTITIES PER PLAN.
CMWD = REFERS TO CARLSBAD MW!C/PAL WATER DISTRICT STANDARDS
CSD = REFERS TO CITY OF CA.RLSBAD STANDARJJ D.'IAWING
SDRSD = REFERS TO SAN DIEGO COUNTY REGIONAL STANDARD DRAWING
• = IND/CA TES As MODIFIED PER CITY OF CARLSBAD STANDARDS
"SDRSD UNLESS OTHE.~WISE NOTED.
SHEET NDEX
SHEET I -
SHEET 2-
SHEET J-
SHEET 4-
SHEET 5-
TITLE SHEET, NOTES, LEGEND, MBREVIAT!ONS
GRADING PLAN, TYPICAL SECTIONS
ST0,'111 DRAIN 8 SEWER PLAN AND PROFILE
EROSION. CONTROi.. PLAN TITLE SHEET
EROSION CONTROi.. PLAN
CARSLBAD FIRE DEPARTMENT CARLSBAD MUNICIPAL WATER DISTRICT ~ING DEPARTMENT APPROVAL
DATE
ENGINEER OF W~
DAV/0 A. I/NEER. Dm/TY CITY ENGINEER
R. C. E. JJGBI, REG. En. 6130108
DATE
~21« DATE 8;¼
SIGNED
L)c,Al,vEl,{~4$31.riANNING 01/ffTOfl
MICll4E1. L HENESH DATE
; SIGNED
REcOMt1ENr.EoBr i;!'n;<d '=Mra,,4:r:
PRINT NAME
~ · ~ R. C.E. 31893, REG. EXP. 3/31/01
DATE • ]". .lq '"R"°,-v~-~-0-,~e-,,
1
-/ _-/-~------------
~ '---/{)/2,, !DI
iNSl'fC TOR DA TE
t---t---+------------t---+--+--+----1 [I 11 c1ryNG/N£! DrP~~LSBAD 11 sHE5Ts I
. . G'IAD!NG ANo EROSION COIITROL PLANS FOR:
TAMARACK BEACH LOFTS
MINOR SUBDIVIS/Of!I
Engineering
Profassional Civil Engineers and Land Suroryor.t 'SIi
RCE No. 37893
REG. EXP. J/J/107 .
1 I o? I'll
RCE 33069 EXPIRES 6130/08
OWN BY: JS 1· PROJECT NO.
2080 W!ncrldge PlaGe, Suite A. Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail, MLBencsh@pacbc!Lnct
DATE INIT/41.
EN'JINEE~ OF Wl>i'II' REVISION DESCRIPTION
DA rE INITIAL
OTHER APl'RoV4L
CHKDBY: _
RvllVBY:t« MS 05-32
' .;
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. .
GRAPHIC SCALE
'!
EXIST. CO/IC. DWY
I ANO li6'lACED WI
SIDEWALK
~ l~
~I"
' \
\
' '
22'
\
0 BE /IEMOVED
TD CURB ANO
<---w
\
GARFIELD STREEr
l_
8%
\
\
J
PR/VA Tf BACl(FLOW PREVEN. R 8
CLEAN OUT PER DETAIL
FF= 48.JJ 48.2,·J-•~¥-1
1Q PAD= 41.5 47.30 /NV
FF= 48.JJ
PAD= 41.3 47.50 /NV
PROP. 4' SD @ s=?. 01
EXIST.
DRAINAGE
i
FF= 48.33
PAD= 47.5
I
I
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
l-800-221-2600
:::-" -'~,-,..l-,,--J. f's
-'
/
FLAP VAL Ii' BACKFLOW PREVENTER
ON BOnl /N/.£T PIPES
THREE WORKING DA l'.5' BEFORE YW DIG
CAUT!ON:
', , REhEMBER WAT THE LS4 CENTER NOTIFIES C/>I.. y
'THOSE UTILITIES BELOA/Gi,VG TO THE CENTER.
THE/IE COIJ.J) BE G T!/fR UT/Li TIES PRESENT AT
THE WQii,\" SITE. THE CENTER Will iNFORM YOU
OF WHOM THEY WILL NOTIFY.
SD CLEANOIJT
R/W
I
I
-t
t
EXIST. /?IW
,-----vJlRIES---~~
c------J0'·------+-----30'-----
8' 22" VARIES---.--10'
Flow
FLOW
8' ?RIVA TE SD
__[
5.5' 55'
' _!__% -===2%~~=>= 2% 2%
• EX. 4_' PCC SIDEWALi( (TYP.)J r Ex. AC PA~NTI7--=--7--~~;d-t--
EX. 6'P.C.C. TYPE G-2 Ci.RJ 8 GUTTER_/ EX. 6' P.C.C. / 11'£ G-2 CW! 8 GUTTER.
/8" PIJBUC SD • "'
STORM DRAIN BACKFLOW PREVENTER (PRIVATE)
N.T.S.
PfiOF. 4 'PCC SIDEWAL/f' (TYP.)
TAMARACK AVENUE
RESIDENTIAL STREET (Plf!LIC)
/o/07 TO SCA/.£
PROF. DEDICATION
----i
I
-~-"--_::._ +---'---'----"-
SITE
'RETAINING WAL PER SDRSD C-
(PER SEPARATE PE/IJ11T)
EXISTING GRADE
PROP. GRADE
PROP. GRASS PAVE
-
EXISTING RET. WALL
PRoTECT IN PLACE
'SEE LETTfR OF GEOTECHNICAL RECOMMENDATIONS FRC¥1 SCS8 T DA TED OCT. 14, 2005.
L_
TPM
SECTION A
Nor To SCALE
SITE
OUTDOOR S,AIR WELL
'\_"fa_ 8' SD
SECTION 8
Nor To SCALE
FF-=48.33
4' DRAIN PfPE 8 GRATE
_ EXISTING GRADE ~li'I--~---l'tliw-, -
'RETAINING WALL PER SDRSD C-1
(PER SEPARATE PE/111/T.)
Pt10F. GRADE
EXISTING BLOCK WALL ti/WOOD FENCE
PRc TECT IN PLACE
i.-.-+f-PRoP. 4' SD @ s=0:02 --.... --,,
\ WALL DRAIN TO 13E WCA TEO CN SITE,
NOT ON AOs•ACENT PROPERTY.
' 'SEE LETTER OF GEOTECINICAL REC:JMMEIIOATIONS FROM SCS/l T DATED OCT. /4, 2005.
0
No.
0
(l)
Engineering
Professional Civil Engineers and Land S urvryors
2080 Wineridge Place, Suite A. Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net
SECTION C
Nor TO SCALE
CURB DATA TABLE
/:::,. DELTA I BEA:?ING RADIUS
/:::,. 2•22·13• 605.5'
N :iz• J5 ·or w -
I EW,'IEER OF WORK
N!CHAEC . BENESH
RCE No. 37893
REG. EXP. 3131/07
LENGc'f REMARltS
25.05' 6' CURB 8 Gur (ER, G'2
10' o· Cllli8, G-1
DATE
t--t-------------1---1---+-+~ I szr I crryG~i!OE,~~LSBAD I Sf£5TS I
t--_~,_-~--~---_-_-_-_--------+-+--+--t--1;=;:::=.:=,~==::==:==============:!iJ=~ GRADING PLAN F ~R:
TAMARACK BEACH LOFTS
-,-----------,---+--+---1---1---1 MINOR SUBDIVISION
--t----------~--l------+ ~~~~~~~~~===i ■ I Ar ~-PAVI/JA. ~ R . ,e.GI. 4111-I (,,L Al E>tt> ~ .,,.. ot
2101107 I SUBSTITUTED SHEETZ 'IEPLACE GRAVITY SEWER WI PU1PS
ANO FORCE MAINS '
DATE IN/ TIAL tJA TE !NI TIAL
DATE RiV/S/ON DESCRIPTION I OTHER APPROVAL CITY APPROVAL
--,--,-----------.----------
Y ENGINEER
DWN Br: JS
CillfO Br: (21.
Rv;v.o B•: ~
RCE 33%1 EXPl!IES 6130108
PROJECT No.
MS 05-32
DATE
I DNG. No.
443-6A
-
l
·····-'·······1·······: ···••!••······
CL PROP. 24 ' owr.
CL EXIST.
C!.IRB /NL£
END Loe. DEP.
• 50.23 TC (50, /5) f"l
L<)
END DWY. RARE
~ 50./8 TC 50./0 f"l
.,; ENDEX. C.!.
(50.55) TC (49.12) f"L
BEG. EX. C.I.
"> c,, (50.55) TC (49.72) f"l
~-"f-l l.n
L<)
"" ~~~-~~--f---<I 50. /8 TC 50. /0 f"l
"' BEG. L OC. DEP.
50.23 TC (50, 15) FL
LOCAL DEPRESSION DETAIL
Nor TO SCALE
...,
50.57 TC
49.89 FL
/0+00
,,
I ' I
ltO+OO AH# I
'R CSD 5-/
E 1ST. /8' STi
RDWG. J2 6
ORA/JI
//+00
~-~-a+-J-..-+t-1,---------t---
~
..
12+00
, I ~
I .
>> -'~: ,-~-/ -il¥-1'•~~."1~::: __ +-'~~~~_..,_: ______ \ ti
;,\ \ ~,,., 71:6 . I : \ I
---
' \
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\
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3
-............ . --
C
/0+00
r
6 8
UNIT I
HOR. SCALE l"=/0'
.
GRAPHIC SCALE
/0 ZO 40
''----'-' __ rn __.I ( !NFEET)
I INCH = /0 FEET
)_ I ·~ "/.,/,, , ' J 7r.,'-=s:".:~::.,:-...,"=' .. ~--F~-=..._-:;,,;:"'.'"~-~
Engineering
Professional Civil Engineers and Land S uroryors
2080 Wineridgc Place, 'swtc A, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBencsh@pacbcll.net
M•ew•IL L. ~iN!S11
R,11 /IJ •. 'l'7 l''I'\ aa. t: ... ,. 1;,,/o't
lliQO
ENGINEER OF WOR/1
l'11CHAEL L. BENESH
RCE No. 37893
.REG, EXP. J/31107
UNIT ,5
-----------------•
i
'
tr~ -----"-~ ____ Tu ___ _
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----1---
. . ' . . . ' . ' ' . . . ' . ' ' . . . ' . . i : ' : : : :
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STORM DRAIN CENTER LINE DA TA
No. DELTA I BEARING RADIUS LENGTH RD'1ARl<S
(_ I J N 34 °02'02' W -33.23' 18" RCP (PUBLIC)
(2) N 34 '02'02' W -29.81' 8' PVC (PR/VA TE)
( 3) N 34 '02'02' W -30.64' • •
C 4_) N 34 '02'02' W -J0.29' • •
( 5) N 34 '02'02' W 21.43' • • -
SEWER CENTER LINE DA TA
No. DEL TA I BEARING RADIUS LENGTH REMARl<S
I S l0'51'00' W -49.15' 6" PVC (P/JBLIC)
2 s J4 'OJ ·oo· E -5.56' 6" PVC (PRIVATE)
J s J4 'OJ ·oo· E -87.00' 2" SCI/ED 80 PVC (PRIVATE)
4 S l0'51'00' W -19.68' •
5 N 55'51'00"£ -9.58' •
6 S 34'03"00' E 11.02· • -
7 S l0'51'00' W -33.66' •
8 S 34 'OJ'OO' E -41.73' •
9 S 10°51'00' W JJ.05' • -
/G .:, 34'03'00' E -11.55' •
II S /0°51'00' W J/.86' • -
6' PVC SEWER LA TERAL
2' PVC SCHED 80 FORCE l'1AINS
SHALLOW NANHOlf PER STD. DWG. 5-J
PR/VA TE PUMP OUTLET MANHOLE DETAIL
NoT TO SCALE
/8' SQUARE OPENING·--.-,~-, T RAfFIC GRA TE
PRE-CAST CONCRETE SECTIONS
(SD PRECAST CONCRETE
!8l8VF OR £QUA/VALENT)
8" PVC DRAIN PIPE
PCC BASE
CATCH BASIN DETAIL
Nor TO SCALE
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
l-800-221-2600
TH/IEE W0/1/(/1/G DA rs BEfORE rw DIG
CAUTION:
REMEMBER THAT THE USA CENTER NQTIF1ES ON1. Y
THOSE UTILITIES B/'LONGl,'/G 10 /Hr CrNltR.
THE/If COLUJ BE OTHER UTILITIES PRESENT AT
TIIE WORI< SITE, TIIE CENTER Will INFORM YW
OF WHOM THEY Will NOT/Fr
DUPl£X SEWER PUMP SYSTEM
ZOELLER N264 OR EQUIV.
/PERUNIT. CONTROllERA//0 ~JET CITYE/IGl'r~!D=~."~,A~rRLSBAD ~SETS
PUMPS i~' GARAGES, ?ER SEPERATE L___1_j ,ua, .. , "'"""'"" L__[_J
BUILDING PERMIT 1---+---------------------;----;---;---;-----i PLAN 8 PROFILE FOR:
' DATE 2101101
DATE
I SUBSTITUTED SHEET 3, REPLACE GRAVITY SEWER ,Y/ Pil1PS
ANO FORCE MAINS
RFVISION DESCRIPTION
STORM DRAIN IMPROVEMENTS
SEWER IMPROVEMENTS
R P..Lc 'I II
0&Jti> '--l••bt ~ ,/.t>?
RCE 3305/ EXPIRES 6/30/08 DA TE
PROJECT No.
MS 05-J2
EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS liFOUIRED, CCNTACT MR. WILLIAM iJANI\S AT
160 801..()1,05 . (PHONE NI.NBER)
2. fQ/1/fflENT AM) WORl(El?S FOR EMERGENCY WOi\11' SHAU. BE MADE AVAILABLE AT ALL T!MfS DURING THE RAINY
SEASON. ALL NECESSARY MA TER!ALS SHALL BE STOCKPILED ON S.1TE AT CONVENIENT LOCATiONS TO
FACILITATE RAPIO CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
.5. DEVICES SHO'M< ON PLANS SHAU NOT BE MOVE{) OR MOI!!FIEO WITHWT THE APPROVAL OF T/IE ENGINEERING
INSPECTOR.
I,, THE CONTRACTOR SHALL /?£STORE ALL EROSl'JN CQNTROL DEVICES TO W!JRl(/NG 01/fJER TO THE SATISFACTION
Of TIE CITY ENGIIIEER AFTER EACH 11'.ff/-OFF PRO/JUCING RAINFALL.
5. TIE CONTRAc!OR SHALl. INSTALL ADDITIONAL EROSION CCJVTROL MEASURES AS MAY BE IIEQ/1///ED BY THE CITY
ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN C1RCU/'.STAIICES W/i/CH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO ,"/?EVENT f"i.8LIC TRESPASS
ONTO AREAS WHERE /MPO!,W{)fD WATtRS CREATE A 1/AlARDOIJS CONDITION.
J. ALL EROSION CONTl?Oi. MfAS/JRES PROVIDED PER THE APPROVED GRAJ)ll,/G PLAN SHALL iJE INCORPORATED HEREON.
8. 5RADED AREAS AROUND c'/£ PROJECT ,0ERIMETER MUST DRAIN AWA r FROM THE FACE OF SLOPE AT THE CONCUJSION
OF EACH WOR/1/NG OA r.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE EN/J OF EACH WORKING DAY Wllr:71 TIit
FIVE (5) DAY RAIN fflOBABJUTY FORECAST EXCEEDS FCRTY PERCENT (40%). SILT AN[) OTHER OfBRIS SHAU
Bf R£/10VEO AFTER EACH RAINFALL.
10. All GRAVEL BAGS Si/ALL BE BURI.AP TYPE WtrH J/4-INCHN/11/M/1'1 AGGREGATE.
II. SHOULD GERMINATION OF HYOROSEECEO SLOPES FAIL TO PROVIDE EffECTIVE COVERAGE OF GRAJJ£D SI.OPES (90%
CQVERA,E) PR/Oil TO N:JVEMBER 15, THE Si.OPES SHALL BE STABILIZED BY !'/.INCH SIHAW INSTALLED IN ACCORDANCE
WITH SECTICN 35.023 OF THE EROSION AN{} SEDl/1ENT CONTIIOI.. HAN/JBOOI( OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CAUFCI/NIA.
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PER~ANENT AND TEMPORARY EROSION CONTROL PLANTING AND !RR/GA TIO/I SHAll BE INSTALLED AND MAINTAINf!J AS
RfQU/RfD IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOUOW/116:
A. HYDRDSEEOING SHALL BE Ai'f'LIEO TO:
/. ALL SLOPES THAT ARE GRADED 6:/ (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY Afi'E:
A. THREE FEET OR MORE IN //EIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
8. All SLOPES 4 FEET OR MORE IN HEIGH r.
2. AREAS GRAOEO FLATT& THAN 6:1 Wt/EN ANY OF THE FOLLOWING CONDITIONS EXIST:
A. Nor SCHEDULEIJ FOR !MPROVEi1ENTs(CCNSTRUCTION OR GENERAL UNOSCAPING) W/THIN 60 DA rs OF RO/r,1/
GRAOING.
8. !DEN//FIEO BY THE PARl(S AND RECIIEA T/CN DIRECTOR AS HIGHLY VISIBLE TO THE Fl.8L/C.
C. HA VE ANY S?ECIAL CONDITION IDENTIFIED BY THE cr,r ENGINEER THAT WARRANTS IMMEDIATE !REA TMENT.
8. HYOROSEEDEO AREAS SHAU. BE IRRIGATED IN ACCORIJANCE WITH THE FOLLOWING CRITERIA;
I. All SLOPES THAT ARE G.RADEO 6:/ OR STEEPER AND THAT ARE:
A. THREE TO EIGHT FEET IN HEIGHT SHALL BE /.~RIGA TED BY l'.ANli WATERING ,"ROM (1/j/CI{ COUPLERS/HOSE
BIBS OR A CJNVENTIONAL SYSTEM OF LOW f'RECIPITAT!ON sPR/Nl(LE/11/E/JOS Pf/OWOING /00% CC'IERAGE.
B. Glil"ATER THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTIONAL SYSTEM OF LOW /'REC/PITA T/ON
SPRINKLER //EADS PROVIDING /00% ca'IERAGE.
2. AREAS SL'Ji'EO LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEOl'IG.
THE DEVELOPER SI/All SUBMIT A PROPOSED SCHEME TO PR')V/OE /RR/GA TION TO THE CITY ENGINEfR. THE PROPOSAL
SHALL BE SPECIFIC REGARDING THE NUMBERS, TrPES AND COSTS OF c'IE ELEMENTS OF THE PROPOSED SYSTE1'1.
.5. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
HYDROSEEOED GROWTH.
C. HYOROSEED/NG MIX SHALL CONSIST OF AU. OF THE FOLLOWING:
/. SEED MIX SHALL CONSIST OF 110 LfSS THAN:
A. 20 LBS. PEIi ACRE OF f/OSE aovER
8. 20 LBS. PER ACRE Of ZORRO FfSCIE
C. J LBS. PER ACRE Of E SC//OOI. ~IA CAL/FORNICA
0. I, LBS. PER ACRE OF ACHILLEA ,'lllLEFOL/A
E. 3 LBS. PER ACRE OF AL YSSI./M (CARPET OF SNOW)
F. /12 LB. PER ACRE Of DIMORPHOLECA
G. ITEMS C,D,E, AND F OF THIS SIJ3SECTION MAY BE Ol11TIEO ON LOCA 710//5 WHERE T/IE AREA BEING
HYDROSEE/JED IS NOT VISIBLE FROM EITHER A ,"UBUC STREET OR RESIOENTIAL STRUCTURES.
II. ITEM A OF THIS SIBSECT/ON MUST BE iNOCUlA TEO WITH A 1/ITROGEN FIXING BACTERIA AM) APPUEO
DRY EITHER BY DRILLING OR BROADCASTING BEFORE Hi'DROSEEDING.
/. All SEED MA TEPJALS SHALL BE TRANSPoRTE/J TO THE JOBS/TE IN LMJPENEO CONTAINERS WITH TIE
CALIFl»IIA DEPARTMENT Of FOOD AND AGRIC/Jl TIJRE CERT/FICA TION TAG ATTACHEO TO, OR PRINTEO
ON S41D CONT AJNmS-
J. NON-PHY70-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYOROSEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
2. TYPE/ MULCH Affl./E[J AT THE RA TE OF NO LESS THAN 2000 l8S PER ACRE. TYPE 6 M'JI.CH (STRAW) MAY BE
Si-BSTITUTEiJ, ALL OR P.4RT, FOR IIYDRAULICAll Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE Br MECHANICALLY .''UNCH/NG NO LESS THAN 50% Of THE SIRAW INTQ THE SOil.
3. FERTILIZER CONSISTING OF AMMON/1.M PHOS"IIATE SULFATE, 16-20-0, WITH 15% S/JLffl/JR APPLIED AT THE RATE
OF 500 LBS. PER AC/if:
D. AREAS TO BE h'YOROSEEOED SHALL BE PREPARE{) PP/OR TO HYDROSEEDING Br.
I. .~01.JGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TiON OF:
A. Tl/ACX WAI.JONG SLOPES STEEPER THAN 6:!
8. HARIIOW/1/G ARfAS 6:1 OR FLJ. TTER TfiA TARE SUFrt~IENTL Y FIi/ABLE.
C. NIPPING A~S THAT Will NOT BREAX UP USING ITEMS A ORB ABOVE.
2. C'JNOITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
A. ADJUSTING THE SURFACE SOIL MO/STU/IE TO PROVIDE A DAMP BUT NOT S4 TURA TEO SEED BEO.
B. THE AWTlcN OF S'JIL A!1ENDMENTS, PH ADJIJSmENT, LEACIIING OR COVERING SALINE SOILS TO PIIOVIOEO
VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEl:ED A!ifAS SHALL BE MAINTAl'IED TO PROVIDE A VIGORO/JS GROWTH UNTIL THE PROJECT IS PERMAIIENTL Y
LANOSCAPED a-: FOR AREAS Wt/ERE HYDROSEEDING IS THE PERMANENT LANOSCAP/NG, UNTIL THE PROJECT IS
COMPLETED AND All BONlJS RELEASED.
8' MIN DIA. FIBER ROLL IX2 STAKE(2 FT. tOIIG) @ 4' 0. C.
2' TO I,' DEEP TRENCH
ENTRENCHMENT DETAIL
IX2 STAKE(2 FT. LONG)
INS TAUA TION DETAIL
FIBER ROLL DIKE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH TH£ FILTFR FABRIC TO
THE l\!RE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE ll!RE FENCING TO
THE POS7S.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOit.
SILT FENCE
FILL SLOPE
9 IN.
MIN.
2 FT
[ARTHEN RIDGE
UNLINED SWALE & BERM
GRAVfl FILTE:R
~ 77 RUNOFF 'T]
WATFR 'MTH
SEDIMENT
SEDIMENT
l\!RE SCREEN
FIL TE:RED WA T'ER
. ' . .
,;-,( . .c';;,
~ 1f-_,-
DROP INLET
WITH GRATE
~-cONCRE'Tf BLOCX
BLOCK-SCREEN-GRAVEL SILT BASIN
---
DROP INLET
W,TH GRATE
COMPACTFD SOIL
TO PREVENT PIPING
RUNOFF WA T'ER mm SEDIMENT
STAKED
STRAW BALE
•
2X6 STF/UT(S)
FILTERED
WATFR
STRAW BALES
STAKED 'Mn-I TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS I Ill
2X6 STRUT(S)
REQurRED iVl1EN
NOTB ON PLANS
HAY BALE SILT BARRIER
GRA 'IEL BAGS OVERLAP
ONTO CURB
GAP BETWfEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
Ill TH ENDS QV[RLAPPED
GRAVEL BAGS
LOG CHECK DAM
LEGEND
DESCRIPTION
STABIIJZED CONSTRUCTION ENTRANCE
(TC-I Modified u FoOo•
lletal Shaker Platea reljUired unleBS specificallr
nlvecl by the eniin••rmi ln!IJlector due to si!.
coll8lraln18.
Root Size mall be z• Klnu.
l Ienco. bm!cadl, ar other device a"ro•ed by
the .nlineerlng inspector shall be used \o
reslrlct colllt,ucUon tra!lic ta the coutrudi011
ontranee.)
SILT FENCE
GRAVEL BAGS
Engineering
Prefessional Civil Engineers and Lind S urvryors
2080 Wineridgc Place, Suite .A, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 B-Mail: MLllencsh@pacbcll.net
• '
SYMBOL QUANTITY
1 EACH
--•--•-190 LF.
60 EACH
MIC/1.<El L. BENESH, -DATE
R.C.E. J189J, REG. EXP. J/J!IC1 ·
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El/fJSION CONTROL PLAN$ FCR
TAMARACK BEACH LOFTS
MS 05-J2
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Engineering
Professional Civil Engineers and Land S urvryor.r
2080 Wina:idgc Place, Suite A, Escondido, CA 92029
Phone 760 741-35_77 FAX 760 897-2165 E-Mw: MLBenesh@pacbc1l.net
--'
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MICHAEL L. BENESH, RCE
REG. EXPIRES J/J/107
• @
GRAPHIC SCALE
( iNFEET)
I INCH : /{) FT.
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Eff/JS/ON CONTROi. /'1.A!IS F0/1: • TAMARACK BEACH LOFTS
MS 05-32
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