HomeMy WebLinkAboutDWG 440-5D; CT 02-17; FAIR OAKS VALLEY; 01-02~ 1 ~ ~
I -------------------------------------------------------"'-i . I GRADING NOTES OMWD NOTES BE DONE
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED 1. CONTRACTOR TO MAINTAIN MINIMUM J FEET OF C0\1£R 0\1£R EXISTING DMY,V FACILITIES !~R!RA~~G WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, ·1
CARLSBAD MUNICIPAL CODE.) BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR AT ALL TIMES DURING CONSTRUCTION REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREWOUSLY APPR0\1£D BY THE CITY THIS PROJECT, DRAWING NO. 44o-5L, AND/OR AS DIRECTED BY THE CITY 2. RAISE EXISTING VAL\IE' CANS (SEE UNIT G & UNIT G-1 PIPELINE DWGS 464-22 & 22-50) PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
OF CARLSBAD REGARDING GRADING SHO'MI ON THIS SET OF PLANS. ENGINEER OR PLANNING DIRECTOR. TO MATCH FINISH GRADE PER OMY,V STANDARD DRAllfNGS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHO'MI OR REQUIRED ON THIS SET
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\!£ ANY PORTION OF THE 29. THE O'MIER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD/NA T£ J. PROT£CT IN PLACE, REMOVE, AND/OR HIGHLINE EXISTING FACILITIES AS DIRECTED AND ORDINANCES CITED ON THESE PLANS. CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY THE WORK OF THESE GRADING PLANS 111TH THAT SHO'MI ON BOTH THE LANDSCAPE BY OMY,V REPRESENTATIVE.
OF PLANS AND THE CITY STANDARDS, SPEC/FICA TIONS, REQUIREMENTS, RESOLUTIONS
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL WORK IN ACCORDANCE 111TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 4. DISTRICT REPRESENTATl\1£ SHALL BE PRESENT AT ALL TIMES DURING CONSTRUCTION DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
REWSE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. NEAR EXISTING OMWD FACILITIES. ENGINEER.
J. CITY APPROVAL OF PLANS DOES NOT REL/£\!£ THE DEVELOPER OR ENGINEER-OF-JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE LWD SEWER NOTES
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS GRADING OPERATION, IT SHALL BE REM0\1£D llfTHIN TW£NTY FEET OF BUILDING 1. CARLSBAD MUNICIPAL CODE
DISCOVERED DURING CONSTRUCTION. ALL PLAN REWSIONS SHALL BE PROMPTLY OR STREET AREAS AND REPLACED 111TH PROPERL y COMPACT£D SOILS. IN OTHER 1. ALL SEWER WORK TO BE DONE IN ACCORDANCE WITH FAIR OAKS VALLEY IMPROVEMENT
SUBMITT£D TO THE CITY ENGINEER FOR APPROVAL. AREAS THE PIPE WILL BE PLUGGED WITH CONCRET£ OR REMOVED AS APPROVED BY PLAN CITY OF CARLSBAD DWG. NO. 440-5. 2. CITY OF CARLSBAD STANDARDS
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER llfLL BE REQUIRED FOR ANY THE CITY ENGINEER. J. THIS SET OF PLANS
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES T£ 6 2008 CERT/FICA T£ OF INSURANCE MUST BE FILEO NAMING THE CITY OF CARLSBAD AS ( ABO\!£ GROUND AND UNDER GROUND ) llfTH/N THE PROJECT SIT£ SUFFICIENTLY NOTES: 4. CITY OF CARLSBAD RESOLUTION NO. 6JBJ, 6384 & 6385 DA D 2--
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT AHEAD OF GRADING TO PERMIT THE RE"1SlI0NN COOFNTHFUECTGR~~THING PTHLAENSPRIF0PIOTSEISD i. SEE CITY OF CARLSBAD DWG. 440-5A FOR MASS GRADING & DWG. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE FOUND THAT THE ACTUAL LOCATIONS ARE m 440-5 FOR STREET IMPROVEMENTS. BOOK).
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER WORK. 2. PERMANENT BMP BIORETENTION BASIN PROPOSED FOR ENTIRE
AND A SIZE CAT£GORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY 32. THE CONTRACTOR SHALL NOTIFY AFFECT£D UTILITY COMPANIES (SEE BELOW) AT SUBDIVISION, PER DWG. 440-5A. 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON INC.
RATING GUIDE. LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR 3. SEE DWG. 440-5A FOR EARTHWORK QUANTITIES FOR ENTIRE DAT£D NO\IE'MBER 27. 2001 & UPDAT£ REPORT DAT£D JUNE 26, 2D06
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, FACILITIES AND SHALL COORDINAT£ THE WORK 111TH A COMPANY REPRESENTATIVE. SUBDIVISION. 7. THE SAN DIEGO REGIONAL STANDARD DRAllfNGS AND AS MAY BE MODIFIED BY
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA T£ THE CITY OF CARLSBAD STANDARDS.
PERMITS FROM THE BUILDING DEPARTMENT. UNDERGROUND SER"1CE ALERT ~gg l~~=11{~ 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PE:RMIT CONDITIONS
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM ~~~tfc BELL 800 892-0123 DAT£D NIA --·
THE CITY AND OTHER APPROPRIAT£ AGENCIES. TIME WARNER CABLE 76 438-7741 9. ENWRONMENTAL APPROVAL DOCUMENTS DATEO SEPT£MBER 27. 2005
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY gPI{. ~°tiX:Lg~JgN(~TREEST & STORM DRAIN) ~~ ~~~~~g~ VIC I N I TY MA p 10. STORM WA T£R POLLUTION PRE\IE'NTION PLAN (SWPPP) PREPARED BY PASCO LARET SUllER.
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY 0'111'/ER'S PERMISSION *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WAT£R) 760 438-2722 &-ASSOC/AlES DAT£D OCTOBER 31 2012 00/D NO. 9 J7CJ§792J
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. *SAN DIEGUITO WAT£R DISTRICT 760 633-2650 11. STORM WAT£R MANAGEMENT PLAN PREPARED BY PASCO LARET SUIT£R & ASSOC/AT£S
8. NO REWSIONS llfLL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL *LEUCADIA WAST£WA T£R DISTRICT 760 753-0155 CITY OF OCEANSIDE DA T£D OCTQBfR 25, 2012
OF THE CITY ENGINEER, NOTED WITHIN THE REWSION BLOCK, ON THE =~tf&:E/ih~1J :~~~ g/~:/g~ ~~o ~tt:g~g HIGHWAY :>a 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
APPROPRIATE SHEET OF THE PLANS AND THE T/11.£ SHEET. •BUENA SANITATION DISTRICT 760 726-1340 CALTRANS CONSTRUCTION SIT£ BMP MANUAL.
9, ORIGINAL DRA llfNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING *AS APPROPRIA T£
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL ORA llfNG SHALL BE REWSED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT llfLL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD T£STS.
JJ. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A C/"1L ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE T£CHNICAL AD"1CE,
OBSER\IE' AND CONTROL THE WORK IN PROGRESS [15.16.120.8}
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOllfNG
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER WA THE
PROJECT INSPECTOR {15.16.120.9&10} CARLSBAD MUNICIPAL CODE:
NOT TO SCALE
CITY OF VISTA
~o~
1:3. A SO/LS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
(1) FINAL REPORT BY SUPER"1S/NG GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPR0\1£D PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
CITY OF
""--·~ SAN MARCOS
(2) AS-BUILT GRADING PLAN.
(J) STAT£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED RREEPCOORMMTENDFERDOM SO/LTHEBEASROIN/~S CA~fJ!/~f:.· A s~'!i:~ENiNCi~0fg SO/LS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE 111TH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF CAMINO JUNIPERO
• EARTHWORK SPEC/FICA T/ONS • ATTACHED TO THE PRELIMINARY SOILS FIELD AND LABORATORY T£STS. THE REPORT SHALL ALSO
D /Ly ACTION R"PORTS ""LL BE SUBMlmD T THE INCLUDE A STA T£MENT BY THE SOILS ENGINEER THAT THE WlfiJEi~A,~~~EcTtR. FIELD COMP ~, "' •0 GRADING WAS DONE IN ACCORDANCE 111TH THE REQUIREMENTS AND
14. A PRfCONSTRIIC110N MEETING SHALi BE HE/ D AT 1HE SITE PRIOR TO 1HE RECOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT
RF'G/Nt{ING Of WQRK ANO SHA/I Bf ATTFNDFD RY All R£PRESFNTA11Y£S AND ANY SUPPLEMENTS THERETO.
RESPONSIBLE FOR CONSTRUCT/ON. INSPECTION, SUPER"1S/ON, T£STING AND ALL OTHER (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
A$PECTS Of 1HF WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION CITY.
MEETING BY CAWNG THE INSPECTION LINE AT (760) 4J8-J891 AT LEAo.T FIVE(5) J4. UNLESS A GRADING PERMIT FOR THIS PROJECT /S ISSUED WITHIN ONE (1)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR llfLL THEN BE YEAR AFT£R THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED EROSION CONTROL NOTES
PACIFIC
OCEAN
CONTACT£D BY THE PROJECT INSPECTOR TO COORDINATE A DAT£ AND TIME FOR THE BE E "OR PLANCHECK PLANCHECK rEES ""LL BE REQUIRED FOR PRECONSTRUCTION MEEnNG. APPROVED DRAllfNGS MUST BE AVAILABLE PRIOR TO TO R SUBMITTED r • r, "' 1. IN CASE fMERGfNCY WORK IS RfQUIRED, CONTACT JACK HEPWORTH. PHONf: (760) 918-6768 ANY SUCH RECHECK. SCHEDULING. THE GRADING PERMIT WILL BE PROWDED BY THE PROJECT INSPECTOR 2. EQUIPMfNT AND YrURKERS FOR fMERCENCY WORK SHALL BE MADE AVAILABLE AT ALL 77M£S DURING AT THE MEETING. J5. THE SOILS REPORT TITLED PRELIMINARY GEOT£CHNICAL IN\1£STIGATION. SHELLEY PROPERTY. THf RAINY SEASON. ALL NfCESSARY MATE'RIALS SHALL BE STOCKPILED ON S11£ AT CONVfN/fNT
15. Al I INSPECTION RFOUESTS 07HER IHAN FQR P[IFCONSTRUC110N MEETING l'/71.l RE CARLSBAD, CALIFORNIA PREPARED BY GEOCON INC. GEOT£CHNICAL CONSULTANTS, LOCA770NS TO FACILITA1f RAPID CONSTRUC770/'I OF 1fMPORARY DfVICES v.HfN RAIN IS fMINfNT.
MAnF RY r.AIIINr. THF FN(;/NFFRINr. ?4 /.Jnl/R NSPFr.11nN RFQl}FST /INF AT DA7EQ NOVEMBER 27 2001. AND UPDAT£ REPORT EN11Tl,EIJ UPDATE GEOT£CHNIC,AL 1 ll',/ES11GA110N SHEIIEY PROPERTY CARI SBAD CAI IFORN/A DATED ,8/Nf 26 20Qt SHALL BE J. DfVICfS SHOl!N ON PLANS SHALL NOT Bf M0\,1) OR MODIFlfD IIITHOUT THE APPROVAL OF THf (7Bo) 438-389 /. INSPEC7ION REQUEST MUST BE RECEIVED PRIOR TO 2; OO P,M, CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ENGINEERING INSPECTOR. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS llfLL BE MADE NT.AINEO IN SAID SOILS REPORT. THE NEXT WORK DAY UNLESS YOU REQUEST OTHERllfSE. REQUESTS MADE AFTER ACCORDANCE WITH THE RECOMMENDATIONS AND SPEC/FICA TIONS CO . 4. THf CONTRACTOR SHALL RfSTORE ALL EROSION CONTROL D£VICES TO WORKING ORDER TO THE
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA T£R. SA17SFAC770N OF THf CITY ENGJNffR AFTER EACH RUN-OFF PRODUCING RAINFALL
16. THE 0'111'/ER AND/OR APPLICANT THROUGH THE DE\IE'LOPER AND/OR CONTRACTOR 5. THE CONTRACTOR SHALL INSTALi ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES, INCLUDING "DECLARATION OF RESPONSIBLE CHARGE" BY 1HE CITY fNGJNEER DUE TO l'NCOMPL£TED GRADING OPERATIONS OR UNFORE:SEfN
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I CIRCUMSTANCES v.HICH MAY AR/::£.
STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. HAVE EXERCISED RESPONSIBLE CHARGE 0\1£R THE DESIGN OF THE PROJECT AS DEFINED 6. THE CONTRACTOR SHALL Bf RCSPONSIBLE AND SHALL TAKE N£CESSARY PRECAUTIONS TO PRf\fNT
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG IN SECTION 670:3 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS PUBLIC TR£SPASS ONTO ARfAS v.HERE IMPOUNDED WA TfR.S CR.£A 1f A HAZARDOUS CONDl770N.
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING CONSIST£NT WITH CURRENT STANDARDS.
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PR0"1S/ONS TO BE MADE 7. ALL EROSION CONTROL MEASU /ES PROVIDED PER THf APPRO\fO GRADING PLAN SHALL BE
OF WORKER PROT£CTION FROM THE HAZARD OF CAWNG GROUND DURING THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAllfNGS AND SPECIFICATIONS BY THE INCORPORATED HEREON.
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF M 8. GRADED AR.fAS AROUND THE PROJECT PER/MfTER MUST DRAIN AWAY FROM 1HE FACf OF SLOPf AT
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR RESPONSIBILITIES FOR PROJECT DESIGN. R-OrESS/ THE CONCLUSION OF fACH WORKING DAY.
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED FIRM: PASCO LARET SU/T£R & ASSOC/AT£$ • i,.V\ GREG AGENCY PRIOR TO EXCA VAT/ON. IF 1HE Pl AN VARIES FROM 1HE SHORING SY51Eld • 9. ALL REMOVABLE PRQ1fCTl\f DEVICE:S SHOI\N SHALL Bf IN PLACE AT 1HE END OF £ACH WORKING
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 ADDRESS: 535 N. HIGWAY 101 SUITE A S' DAY v.HfN 1HE R\f(S) DAY RAIN PROBABILITY FOR£CAST £XCfEDS FORTY PERCENT (40:J). SILT --· _,. AND OTHER DfBRIS SHALL BE REMO\fD AFTER fACH RA/NF ALL. CALJFORNIA ADMINISTRA Tl\1£ COD£ 1HE Pl AN SHAU BE PREPARED BY A CITY, STAT£: SOLANA BEACH CA No. 73620
VE
CITY OF ENCINITAS
REGISTERED ENGINEER AT 1HE CONTRACTORS EXPENSE, A COPY OF THE OSHA Exp. 12/31/ 10. ALL GRA\fL BAGS SHALL BE BURLAP TYPE 1111H J/4 INCH MINIMUM AGGREGRAIE.
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO T£LEPHONEc1:, ff1t8) r9;1!J: l I LEGEND OF ABBREVIATIONS EXCAVATION. /, 't, 4A 5 11. SHOUW GERMINATION OF HYVROSEEDfD SLOPES FAIL 10 PROVIDE EFFEC11\f CO\fRACE OF
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN BY: __ Ill /!k:L): ~ 'fl.i.......,-,--,,-----DA TE:_"1-r, ~v~· 1+1 ~1 ~--CIVl\. f!J~DJP s5/iiftfifr~fiJ8'fft1~okff~Wcl0111t0~g~ ~.off :0;,r; cWo1fcxl~cfA!iWitWifY TC TDP DF CWB
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING (WILLIAM G. MACK) OF C~\.~ CONTROL HANDBOOK OF 1HE DEPARIMENT OF CONSERVATION, STATE OF CALIFORNIA. HPGB GRH"GH'ADEPOBRELNT~K PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. RC£ NO 73620 "' ' . ' ·'--'-'='--------,---,-------LP LOW POINT 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA REG/STRA TION EXP/RATION DAT£: 12/31/16 FL FLOW LIJ,E
DURING CONSTRUCTION, OPERATIONS mu, CEASE IMMEQIA1El l'. AND THE -~~------FS FINIS/£D Sl..f/FACE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS llfLL NOT RESTART SOURCE OF TOPOGRAPHY FG FINISH GRADE
UNnL THE PERMITTEE HAS RECE/\1£D Wl'IITTEN AUTHORITY FROM THE CITY SOILS ENGINEER'S CERTIFICATE TOPOGRAPHY SHO'MI ON THESE PLANS WAS GENERA TED BY AERIAL ST STFEET
ENGINEER TO DO SO. PHOTOGRAPHIC METHODS FROM /NFORMA T/ON GATHERED ON TW TDP DF WALL
20. ALL OPERATIONS CONDUCT£D ON THE SIT£ OR ADJACENT THERETO, INCLUDING I, 21:AJ,!1 \ ~.&?'~ , A REGISTERE:O CIVIL SEPT£MBER 1, 2000 BY TOW/LL, INC. BW BDTTOH OF WALL
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS TOPOGRAPHY SHO'MI HEREON CONFORMS TO NATIONAL MAP ~ 'tJ1'[/i f!iti~D FLDOR FACE
EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A T£D IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A ACCURACY STANDARDS. FF FINIS/£0 FLOOR
GRADING EQUIPMENT SHALL BE LIMIT£D TO THE PERIOD BETWEEN 7:00 A.M. AND SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS R/W RIGHT DF WAY
6:00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOWNG OR GRADING SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DALTES OF PROJECT LOCATION GFB GARAGE FINIS/£D FLOOR BAO<
OPERATIONS SHALL BE CONDUCT£D ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY ~. "k,., , 2Q.l.~ AND Al)(.,,. 7-'E ,2!W . TWO BF SEWER BACKFLOW PFEVENTIDN
SITE
DESCRIPTION
SUBD/"1S/ON BOUNDARY
PROPOSED LOT LINE
PROPOSED LIMIT OF PAD
FIRE BUFFER LINE
PROPOSED CONTOUR
PROPOSED INDEX CONTOUR
EXISTING CONTOUR
EXISnNG INDEX CONTOUR
RIGHT OF WAY
LIMIT OF GRADING
2: 1 MAX SLOPE
LEGEND
6" CURB & GUTTER (PER SEPARA T£ PLAN)
RETAINING WALL (PER SEPARA T£ PLAN)
PROPOSED BUILDING
PROPOSED STORM DRAIN
BUILDING SE18ACK LINE
PROPOSED ROOF LINE
SE~R MAIN (PER $£PARAT£ PLAN)
SE~R LAT£RAL (PER SEPARAT£ PLAN)
WATER MAIN (PER SEPARATE PLAN)
WA T£R SERWCE (PER SEPARATE PLAN)
PROPOSED AREA DRAIN
PROPOSED HARDSCAPE
PROPOSED FLOWI./NE
SYMBOL -------
----i~c---
----1@}Qjc---
----429----
-------
'+' '+' '+'
- y __ y __ y -
___ ..,.. ____ _
-s---s-------~--
---j//--
C
"AS BUILT"
_/JJJ~ . 1 _efi_5(LL
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNT£R.) COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY THIS PROJECT JS LOCAT£D WITH/// ASSESSORS PARCEL NUMBER(S) VALVE
21. ALL OFF-SIT£ HAUL ROUT£$ SHALL BE SUBMITTED BY THE CONTRACTOR TO THE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 223-061-01, 223-061-02 ~ ~6~K~NGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF ENGINEER. THE CALIFORNIA COORDINAT£ INDEX OF THIS PRDJECT IS: REFERENCE DRAWINGS RE 1~Y, ~ ·, 4l::::::::::'.. /,Q
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MAT£R/AL SHALL BE SIGNED: dlJ;L N 1978 E 6268. CT 99-JJ g~• :,t?-Jt ~"' S:-,l3itJl--I
DEPOSIT£D AT, A SIT£ APPR0\1£D BY THE CITY ENGINEER. 1HE CONTRACTOR BENCH MARK DWG. 4 --INSPECTOR I
RCE 1Ydii,_ EXP ... µ.,,.;..7-J1-9>-DATE
SHALi BE RESPONS/8L£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL GE /JP E NO c-z. I I ' I I SH1ET I CITY OF CARLSBAD w ~ ~ ROUT£$ OR AD 'ACENT STREETS AS A RESULT OF THE GRADING OPERATION. ~-. . ·'~~~".[..,__________ ~ ITT
u _ DESCRIPTION, Top Of CQNCRE7f POST MARKED K.302 1935 2 ·
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE DATE.· _1(-i.r,,_._/~"to~I<~-----.,-------LOCATION: SEE SAN 0/EGO COUNTY NOR1H COUNTY VERTICAL CONTROL l---l---+------~---------lr----t---t---t----1 ENGINEERING DEPARTMENT ~ -~
TO BE REMOVED UNLESS SPECIFICALLY NOT£D ON THE PLAN. -DATA BOOK FOR BENCHMARK KJ02 1---1---+----------------lr----t---t---t----1 · •
24. ALL AREAS SHALL BE GRADED To DRAIN. GRADING RESULTING IN THE PONDING oF .fe..t!z£l7or5": ELEVATION: 533.JBB DATUM: NAYD 29 PRECISE GRADING PLANS FOR: i:ii::: ::i l ·~I
Cl
:.0
§
2
Ci)
2
C s:
CJ m D
Cl D
i 2
Ci)
2 C s:
CJ m
::.0
-------
)
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A LICENSE EXPIRATION DATE: BLACKSTONE RANCH LI.I~ =-i MINIMUM ONE PERCENT SLOPE. !:: i:3 'ii _
25. THESE PLANS ARE suaJECT TO A SIGNED AND APPROVED SET OF ERos,oN 10 Ts 6 To 11 a g ~ a I ,
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHO'MI AND AS APPROVED BY .,, "' • • '[il
THE CITY ENGINEER OR AS DIRECT£D BY THE PROJECT INSPECTOR. OWNER'S CERTIFICATE !':':: ~ § . ~ 0 ...,
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM APPROVED /) I ;j ll}_ASON GELDERT 2•Z3, It" Di! ;:, ::: I □ C::::· '-'
SURFACE AND CROSS SECTION. THE SIT£ SHALL BE LEFT IN A NEAT AND I bWE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ...,.,,::-:-:::-::c:-::c.(/'::-bo?,M"'::'=1"".:":/43~'Cfli'?:-:114.-°"====-::-;:::-:-;c,:-----.::> =s ! ,11 M~ < ~
~~gE~TlPof~~D~~Ofr A A't,£Tf~tto:r~o1J ~~ 1?::E~,.fyE~~~N5tr~~ BE REMO\IE'D mr-sbW,~~t~~T~E1 OR ~~ ~ RJ,~Al~§3p1i.Jif:E:Jbs~g.v:,~r¢11)F D~~ ~~~111£:;E 63912 EXP~:E~J~C~o N1~-I ORA;~: NO. Cl {~I ~~t" ~\~ I
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED ' •... A • I"" DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ~ CT 02-17 440-5D u <:l ~. "! P. "'-'2 . "'THIN T£N (101 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE ,-., , REVISION DESCRIPTION RVWD BY·. en "iii'•" 7J:' ...,,,..,l I l--~ ... ~~::~21~_:~~~~~:::~~:...=~~==~~~==---------===~~~~~=====~~:::: ______________________ _.;;.... ______________ JE~N~Gl~NE~E;R~O~F~WO~R;Kk==~;;;~;;;;;;===JO~TH~E~R~A~P~PR~O~VA~Ld:~Cl~TY;;A~PP~R;ov;A~L~g~~~~~~§=~~~~~~§~~=~~~ CIC ,. w. !lz -I>'" AS SHO'MI ON THE APPROVED GRADING PLANS. DA TE i:i,.; ,;i -:t e, i< ~ C::,;i:!
Fri. Jan 23. 2015 1451 PRECISE GRADE PLANS . ,.~, ~~
·1·illi Ofi( z ·' :ti rn ,,_
I"'~ __ .. 4~~~
_-\
\
1/
SEWER BACKFLOW VALVE TABLE
LOT# :IST FLOOR 2ND FLOOR COMMENTS
6 NO ' NO
7 NO NO
B NO NO
q N" NO
:10 NO NO
11 NO NO
./
/
//
/
/
/
4" PVC SD
~ J% MIN.
T/<I PfR FUN
-4 • A ffiILN DRAIN
T6 PER PLAN
SW PER PLAN
RETAINING WALL DRAINAGE
CONNECTION DETAIL
NOS #1/J., 4" ROUliD Fl.Ar ,op STRUCTURAL FORM POlYO/$FlN A TRIIIM GRA rt: WITH INH/1!/ITOR. OPEN !$1./RFACf: ARO.
NOT TO SCALE
TOP OF Gf/AT{;f li:LlfYATION Pt:.R PW/
-HIN
'-lt/AMI.IFACWRED JOI/ITS
AREA DRAIN DETAIL
N.T.S.
// 10' 13' R
/// ,.., ----5-5-.-----'PER'hh~PL~AN~--4-.5_1/_7_.5_' ____ ~1 2' VARIES 2'
c,>----DR~I~VEWAY APRON. .. DRIVEWAY WALKWAY PER PLAN lfRANSITIO''·;f·~-~~~---tmRANSITJ:O
§i PER SDRSQ G-14 I 1
col---~~~---L ____ __:::~~---:---~~~i:::::=~~~=t~7
%:M:AX:1::t-·gtJJt.gEJ~TPER
;!;! fl% MAX hi 1.5% 7% MAX -!
g .67% ~ MAX r GARAGE SLAB PER 7% MAX -. ----, 0 .5% MIN SOILS REPORT
-2-3" BELOW STRAIGHT GRADE
DRIVEWAY TRANSITION DETAIL \ __ 5-6" A~;VE
STRAIGHT GRADE
N.T.S.
LOT13
OPEN SPACE
\
LOT AREA TABLE \ LOT# GROSS AREA tSFJ
6 10,007
7 18 138
8 44843
CJ ,~~
10 :13954
11 :14,041
"' rll Ii ~
lJ ~
DROP GARAGE DETAIL
N.T.S.
PAO AREA tSF,
7,885
9~0.~
12245 u7 I
9295
9,175 ___ _J_J_ SUBDIVISION BOUNDARY~
-------·-·--~---
500 '51 '37'E 2911.05'
KEY MAP
SCALE: 1"=250 '
NOTES:
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL
INSTALLED IN SINGLE-FAMILY DWELLINGS.
BE
FF PER PLAN
3"
PAD PER PLAN'""'··~.~ ..
AREA DRAIN
TG PER PLAN
1%
FF PER PLAN
1%
SUBDIVISION BOUNDARY
LOT LINES
LOT NOS.
"AS
\
-----
xx
BUILT"
Fri, Mar 6, 2015 1451 PRECISE GRADE PLANS
\
0
~I
I\JG)
0~ ..... ~
I\J 0
I CJ'r
0
)