HomeMy WebLinkAboutDWG 440-5I; CT 02-17; FAIR OAKS VALLEY; 01-03GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA VE A RATING OF "A-" OR BETTER
ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE Cl TY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
11. ACCESS FOR FIRE ANO 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, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENOA TIONS 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
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPEC/FICA TIONS » ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTRUCTION MEETING SHA/ I BE HE/ D AT THE SITE PRIOR TO lliE
8.E1z/.NNING OE WORK tlND. SHtli I BE ATTFNOED 8.l'. Al I REPRE,';FNTA TJVFS.
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER
tJSPFC.TS. OF TH[ WOR/l'. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DA TE ANO TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE A VAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. ill l INs.E£.CllQN R£QI/ESIS. OTHFfl IHilN FOR PRFCONSilll!GilON MFEIING WI/ I 8.E
MADE B)'. C/J// ING THE ENGINEEfl/NG 24 HQ/JR INSPECTION R£0//E5T !IN£ AT (7§0) ::1:J/l J/l21, INSPECTION REQJJ.[ST MU.ST BE RECEIVED PR/QR TO 2; QQ P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA Y.S LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM/mNG
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLA T!ON
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO /OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING S.YS.TEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA AOMINISTRA TIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS. EXPENSE:, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA Y.S. (A LIST OF CITY
HOLIOA Y.S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE C.ON TRACTOR
$.HALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSE£0EO
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
.
OMWD NOTES
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED 1. CONTRACTOR TO MAINTAIN MINIMUM J FEET OF COVER OVER EXISTING OMWO FACILITIES BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR AT ALL TIMES OUR/NG CONSTRUCTION THIS PROJECT, DRAWING NO. 440-5L, AND /OR AS DIRECTED BY THE CITY 2. RAISE EXISTING VALVE CANS (SEE UNIT G & UNIT G-1 PIPELINE DWGS 464-22 & 22-50) ENGINEER OR PLANNING DIRECTOR. TO MATCH FINISH GRADE PER OMWO STANDARD DRAWINGS.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE J. PROTECT IN PLACE, REMOVE, AND/OR HIGHL/NE EXISTING FACILITIES AS DIRECTED THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE BY OMWD REPRESENTATIVE. AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS DISTRICT REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 4.
NEAR EXISTING OMWD FACILITIES.
JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE LWD SEWER NOTES GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER 1. ALL SEWER WORK TO BE DONE IN ACCORDANCE WITH FAIR OAKS VALLEY IMPROVEMENT AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY PLAN CITY OF CARLSBAD DWG. NO. 440-5. THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY NOTES:
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS 1. SEE CITY OF CARLSBAD DWG. 44O-5A FOR MASS GRADING & DWG. FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED 440-5 FOR STREET IMPROVEMENTS. WORK. 2. PERMANENT BMP BIORETENTION BASIN PROPOSED FOR ENTIRE
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT SUBDIVISION, PER DWG. 440-5A. LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR 3. SEE DWG. 44O-5A FOR EARTHWORK QUANTITIES FOR ENTIRE FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. SUBDIVISION.
~80(!, 422-4133 UNDERGROUND SERVICE ALERT
SDG&E 800 660-7343
PACIFIC BELL 800, 892-0123
TIME WARNER CABLE /60 438-7741
COX COMMUN/CATIONS 760 806-9809
CITY OF CARLSBAD (STREEST & STORM DRAIN) :76Q 434-2980 VICINITY MAP *CITY OF CARLSBAD kSEWER, WATER & RECLAIMED WATER) J6g 438-2722
*SAN DIEGUITO WA TE DISTRICT 76Q 633-2650 NOTE: ~
*LEUCADIA WASTEWATER DISTRICT 760 753-0155 Tl-IE FOLLOWING LOTS MARKED WITH A [IF] ON THE PLAN CITY OF OCEANSIDE
*VALLECITOS WATER DISTRICT /6CQ744-0460 SHEETS REQUIRE A SEWER BACKFLOW PREVENTION VAL VE: HIGHWAY 78 -*OLIVENHAIN WATER DISTRICT /60]753-6466 l *BUENA SAN/TA TION DISTRICT 760 726-1340 LOT# SEE TABLE SHEET "i-r *AS APPROPRIATE 19 .. . . . . . . . . . . .. 2 ~ 33. PERMIT COMPLIANCE REQUIREMENTS: 23 .. ........... .. 2 .,.~ ~ Y_J IT A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, 36 ... ............ 2 NOT TO SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, 42 .. ... .3 Y"'--~~ \:,-, SCALE
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8} 43. 3 <'t. 'Y CARLSBAD MUNICIPAL CODE.
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8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING CITY OF VISTA REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE ~ PROJECT INSPECTOR {15.16.120.9&10} CARLSBAD MUNICIPAL CODE: ~ CAN••-· "'< llOAn -
~' PALOMAR
o'ii-.,_ ~ (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL "~ ~ \\ )' ~ GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING \'-----y 1/ '<-Q AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY " CITY OF CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE ~ ,;, v:::-.,, 0> 1<0AD SAN MARCOS LETTER FROM CITY ENGINEERING DEPARTMENT). '"' \
(2) '& \\ "tr: o) IAIGA AS-BUILT GRADING PLAN. \V1i .,,."o 4'.J (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO . ,._-.;
THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF ~•"=" " THE REPORT SHALL ALSO PACIFIC , cosrA· / AvE~ SITE FIELD AND LABORATORY TESTS.
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INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE OCEAN GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO I!
RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ~ ~ ANO ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE -
CITY OF ENCINITAS " CITY.
34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED EROSION CONTROL NOTES
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK. 1. IN GAS[ [MERGENCY WORK IS RfQU/RfD, CONTACT JACK H[PWORIH. PHONE: (760) 918-6768
35. THE SOILS REPORT Tl TLED PRELIMINARY GEOTECHNICAL INVEST/GA TION, SHELLEY PROPERTY, 2. EQUIPMfNT AND WORKfRS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
CARLSBAD, CALIFORNIA PREPARED BY GEOCON INC. GEOTECHN/CAL CONSULTANTS. THE RAINY SEASON. ALL N[CESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TD FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. DA TEO NOVEMBER 27 2001, AND UPOA TE REPORT ENTITLED UPOA TE GEOTECHNICAL
INVFS.[IGtlTION SH[J IE)'. PROPEfl[)'. C,!\Rl SRAQ CAl IFORN/A DA [Ffl ,il/NE 21i 2QQti, SHALL BE J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TH[ APPROVAL OF THE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ENGINEER/NG INSPECTOR.
ACCORDANCE WITH THE RECOMMENOA TIONS AND SPECIF/CA T/ONS CONTAINED IN SAID SOILS REPORT. 4. TH[ CON1RACTOR SHALL RESTORE ALL EROSION CON1ROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY [NG/NEER AF/ER EACH RUN-OFF PRODUCING RAINFALL.
5. TH[ CONTRACTOR SHALL INSTALL ADD/110NAL EROSION CON1ROL MEASURES AS MAY 8[ R[QU/RfD "DECLARATION OF RESPONSIBLE CHARGE" BY THE CITY [NG/NEER DUE TO UNCOMPLE!ED GRADING OPfRA TIONS OR UNFORESEEN
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJEc·r, THAT I CIRCUMSTANCES WHICH MAY ARISE.
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 6. TH[ CONTRACTOR SHALL BE R[SPONSIBLE ANO SHALL TAK[ NECESSARY PR[CAUTIONS TD PREVENT IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS PUBLIC /RESPASS ONTO AREAS WHERE IMPOUNDED WA !ERS CR[A TE A HAZARDOUS CONDITION.
CONSIS-,ENT WITH CURRENT STANDARDS.
7. ALL EROSION CON1ROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CATIONS BY THE INCORPORATED HEREON.
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY 8. GRADfD AREAS AROUND TH[ PROJECT PERIMETER MUST DRAIN AWAY FROM THE FAG[ OF SLOP[ AT RESPONSIBILITIES FOR PROJECT DESIGN. 11,,_of ESSJ04: THE CONCLUSION OF [ACH WORKING DAY.
FIRM: PASCO LARET SUITER & ASSOCIATES ~ 1<-"-GREcc "'< <3;'. 4-~ 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE fND OF EACH WORKING
ADDRESS: 535 N. HIGWA Y 101 SUITE A 1-.:.-1~ ~ tr> DAY WHEN THE FIVE(5) DAY RAIN PROBABILITY FOR[CAST EXCEEDS FORTY PERCENT (40%}. SILT !a~ a,:.~ AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CITY, STA TE: SOLANA BEACH CA ::fl No. 73620 :::J
a: Exp. 12/31/16 :o 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE f\1/H J/4 INCH MINIMUM AGGREGRATE. TELEPH0~59-8,212 ,
DATE: _J /t t..)/ 2 * * LEGEND OF ABBREVIATIONS
BY: -fk ~ Lfo., Z---11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIO[ EFFfCTIVE COVERAGE OF
.J>;;,ll: CIVll.-<$;~.,,_ GRADfD SLOPES (90% CDVERAG~ PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY TC TOP OF CURB PUNCH SlRAW INSTALLED IN AC ORDANC[ mm SECTION J5.02J OF THE EROSION AND SEDIMENT WILLIAM G. MACK) OF C~l"\.~ CDN1ROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STAIE OF CALIFORNIA. GB GRADE BREAK
R.C.E. NO.: 73620 HP HIGH POINT
LP LOW POINT REGISTRATION EXP/RATION DA TE: 12/31/16 FL FLOW LINE
FS FINISHED SURFACE SOURCE OF TOPOGRAPHY FG FINISH GRADE
SOILS ENGINEER'S CERTIFICATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL ST STREET
TW TOP OF WALL PHOTOGRAPHIC METHODS FROM INFORMATION GATHERED ON
I, ""'""i>--0..l ~oil A REGISTERED CIVIL SEPTEMBER 1, 2000 BY TOW/LL, INC. BW BOTTOM OF WALL ' NTS NOT TO SCALE ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING BUSINESS TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A ACCURACY STANDARDS. GFF GARAGE FINISHED FLOOR FACE
FF FINISHED FLOOR SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS R/W RIGHT OF WAY Sl7E (£AS MADE BY ME OR UNDER MY DIREf{/ON BETWEEN THE OATES OF PROJECT LOCATION GFB GARAGE FINISHED FLOOR BACK II "1 . 201!> I ANO -~ ,20 1"r. TWO
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) BF SEWER BACKFLOW PREVENTION COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY VALVE RECOMMENOA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 223-061-01, 223-061-02
ENGINEER. AUL THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: REFERENCE DRAWINGS N 1978 E 6268.
SIGNED: CT 99-04 OWG. 9J7-1A
DWG. 440-5 & 440-5A
G.E./P.E. NO.: 0f% -z--71J BENCH MARK
"'" Wf' ,,<!? -~ ':·, ,:• -~
7/-z.1 /-z;ol'f: DESCRIPTION: TOP Of CONCRETE POST MARKED K,302 19,35 J,)1'-' -~ LOCATION: SEE S!<,N DIEGO COUNTY NORTH COUNTY VERTICAL CONTROL ', 'd. li>j,. [,( .,,.,11 DATE: DATA BOOK FOR BENCHMARK KJ02 I ' . (.,/"lo[ 1-ot 1 -~!' Q. !7-' ELEVATION: 5.3,3 .3R/l DA TUM: NA VD 29 ~, if•-~t-rt-\'-V .,~ LICENSE EXP/RATION DA TE: ,,'\-',<;·, I -,~s,,'>~ ~~ (: \ .i}]f ~Jf t'~{;
OWNER'S CERTIFICATE
I bWE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GE LOG/ST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY ANO ADVISE 011 THE COMPACTION AND STABILITY OF
THIS SITE. --/1\ 1 t1 :-., ....... ,s DATE INITIAL
REVISION DESCRIPTION ENGINEER OF WORK NAME DATE -
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. CITY OF CARLSBAD RESOLUTION NO. 6383. 6384 & 6385 DATED 2-6-2008
5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT ANO RECOMMENOA TIONS BY GEOCON INC.
DA TEO NOVEMBER 27, 2001 & UPOA TE REPORT DA TEO JUNE 26, 2006
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED NIA
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED SEPTEMBER 27, 2005
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY PASCO LARET SUITER
& ASSOC/A TES DA TEO OCTOBER 31 2012 WOID NO. 9 37C367923
11. STORM WATER MANAGEMENT PLAN PREPARED BY PASCO LARET SUITER & ASSOCIATES
DATED OCTOBER ,2_5, 2012
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK ANO
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION SYMBOL
SUBDIVISION BOUNDARY ---
PROPOSED LOT LINE
PROPOSED LIMIT OF PAO ---------
FIRE BUFFER LINE -
PROPOSED CONTOUR ----~
PROPOSED INDEX CONTOUR ~
EXISTING CONTOUR
EXISTING INDEX CONTOUR --·----·--·· --4 :~ 0 ---~ ---
RIGHT OF WAY --
LIMIT OF GRADING ll:'. ll:'. ll:'.
2: 1 MAX SLOPE _y_ l __ r_
6" CURB & GUTTER (PER SEPARATE PLAN) ..... ,,. --·--·------..
RETAINING WALL (PER SEPARATE PLAN) .. . . ·-·----
PROPOSED BUILDING
PROPOSED STORM DRAIN ==========-
BUILDING SETBACK LINE ---------
PROPOSED ROOF LINE ---------
SEWER MAIN (PER SEPARATE PLAN) c• s-----·· --::,
SEWER LATERAL (PER SEPARATE PLAN) •' "
WATER MAIN (PER SEPARATE PLAN) -----\•) ,1 . -·-·
WATER SERVICE (PER SEPARATE PLAN) --------~·~
PROPOSED AREA DRAIN C
I -1\ ' ' I PROPOSED HARDSCAPE " " "' . ·-
PROPOSED FLOWLINE -
SEWER BACKFLOW PREVENTION VAL VE [§El
LOWERED GARAGE ill lill ITT/ ITIIIl
"AS BUILT"
_jf}/f~.J£L _tf/4&
RCE.7..1/;Z4 EXP.LZ/$..rl.Lr\ DATE
REV~D,. iy: ' [}Ai
/~, ~11 I J ~_Jg_/1l,e
INSPECTOR -• DTE
I SH1EET I CITY OF CARLSBAD I SH3TS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
BLACKSTONE RANCH
LOTS 19, 23, 36, 37 & 41-44
APPROVE□-u:::__o~;Jt~ON GELDERT 9-,30, ,.s • Q/)aw. ~z;'
CITY ENGlf)tER PE 63912 EXPIRES 9/30/16 { DATE
DWN BY: !/JIGM
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 02-17 OTHER APPROVAL CITY APPROVAL RVWD BY: 440-51
Mon, Jul 13, 2015 1451 PRECISE GRADE PLANS
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LOT AREA TABLE
LOT# GROSS AREA ISFI PAD AREA ISFJ
19 16,560 10.380
23 1A62Q 9940
36 12761 9575
37 22.5B8 11210
SEWER BACKFLOW VALVE TABLE
LOT# 1ST FLOOR 2NO FLOOR COMMENTS
19 YES NO
23 s NO
36 YES YES
37 NO NO
* AFFORDABLE UNIT LOT
NOTE:
SEE CITY OF CARLSBAD OWG. 440-5A
FOR MASS GRADING & OWG. 440-5
FOR STREET IMPROVEMENTS.
NOTE:
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER
SYSTEM SHALL BE INSTALLED IN SINGLE-FAMILY
DWELLINGS.
FF PER PLAN
PAO PER PLAN
3"
AREA DRAIN
TG PER PLAN
UNIT 1 COURTYARD DETAIL
N.T.S.
/
FF PER PLAN
PAD PER PLAN
PRECISE GRADE PLANS FOR LOTS 19, 23, 36 & 37
SCALE: 1 "=20 '
I I
I
SUBDIVISION BOUNDARY~
----------~---
10'13'RW
PER PLAN
S00 "5137"E 2911.05'
KEY MAP
SCALE: 1 '"'250 '
5.5' 4.5__:Ll.5' n 1-.-----DR=I~VE~W~f\ Y~AP=RO=N---+~-"OR"'I"'VE~W"'A Y-WALKWAY PER PLAN VARIES
i PER SORSD G-14
DRIVEWAY TRANSITION DETAIL
NO$ #75. 4 ' ROUND
Fi.AT ·rap S'TRUCTUP.AL FORM
POL Y01£f/N A fRIVM GIIA TE WITN INN/fl/TOIi. OPoN sur.1'ACE AREA
N.T.S.
TOP OF Cllllf. IILF:VIIT'ON Pf.R PIM
-lifn
-MANUFACTURED JOINTS
AREA DRAIN DETAIL
N.T.S.
LOT13
OPEN SPACE
SUBDIVISION BOUNDARY
LOT LINES
LOT NOS.
5-6" ABOVE
STRAIGHT GRADE
. ,_ . ' -• ..
\
\
-----
xx
GARAGE SLAB PER
SOILS REPORT
GARAGE SLAB PER
SOILS REPORT
FF=PER PLAN
. .
DROP GARAGE DETAIL
N.T.S.
"AS BUILT"
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RCE_l¼~ EXP.1..2:At}L'S DATE
1.a
--711111 0
GRAPHIC SCALE
20 40
1 =20'
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l---+--f------------t----+-+--t-----1 I SH2EET I CITY OF CARLSBAD ~
~::::::=:..:::==::::E:::N:::G::::IN=:E::::ER::l':::NG:::::::D::E:::PA:::R::::T:::M:::EN:::T==:::'...:~==3~
PRECISE GRADING PLANS FOR:
BLACKSTONE RANCH
LOTS 19, 23, 36, 37 & 41-44
Mon, Jul 13, 2015 1451 PRECISE GRADE PLANS
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PRECISE GRADE PLANS FOR LOTS 41 -44
SCALE: J '=20 '
___ _j_J_
GRAPI-IIC SCALE --0 20 40
SUBDIVISION BOUNDARY~
----------~---
S00 '5J '37'E 2911.05'
LOT13
OPEN SPACE
KEY MAP
SCALE: J "~250 '
SUBDIVISION BOUNDARY
LOT LINES
LOT AREA TABLE
LDT# GROSS AREA /SF) PAO AREA ISF1
41 15552 10,920
42 15048 10105
43 14472 954,-,
44 13930 10010
SEWER BACKFLOW VALVE TABLE
LOT# 1ST FLOOR 2ND FLOOR COMMENTS
41 NO NO
n~ ~'
43 E 0
~
* AFFORDABLE UNIT LOT
NOTE:
SEE CITY OF CARLSBAD DWG. 440-5A
FOR MASS GRADING & DWG. 440-5
FOR STREET IMPROVEMENTS.
NOTE:
LOT NDS.
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER
SYSTEM SHALL BE INSTALLED IN SINGLE-FAMILY
DWELLINGS.
\
-----
xx
fESSJa "AS BUILT"
\
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~fEGc
ftl~'Vl.:..-"9-.
.. 3620
12/31/16
J();J __ G_J~ -rk~
RCE1_7(?1.D EXP .. fk:/-1!_:,_l/L~ DATE
1·-20· CIV1\.. ; C~\..i.<
60
~ 9 Q u ~ CITY OF CARLSBAD I SHEETS I l-----l---+-----------------1---+---I----+--L____2_J ENGINEERING DEPARTMENT 3
l---l----+----------------1----+---l----l---
~ ~ -< .9 {J :.
P REC IS E GRADING PLANS FOR:
I ..d' ;':l ~ 'bQ ci:; • "
BLACKSTONE RANCH ~ j !
LOTS 19, 23, 36, 37 & 41-44 :5 ~ ~
PASCO LARET SUITER l--+--f---------l---l---1---1---1 APPROVED :! ~!
& ASSOCIATES "' ~"'.L----q•JO,J<; t!' j~
CITY ENGlf)EER PE 63912 EXPIRES 9 30 16 DATE j 1 ,;; ~
CIVIL ENGINEERING+ LAND PLANNING+ LAND SURVEYING 1 DWN BY: WGM PROJECT NO. DRAWING NO. C::, 'i: ~
5"5 N h H' h l°' S A S I ll h A DATE INITIAL DATE INITIAL DATE INITIAL •·-• ~
h• ort ng wlay u,, te , alana' eac , ,c 92075 REVISION DESCRIPTION CRHVWKDD BBYY:. ---f'T 02-17 440-51 ~ ~ ~
L _______________________________________________________________________ gP~·~8~58~.2~5~9~.8~21~2~u~8~5~8,~25~9~.4~8~12~p~l•~••~n~g•~·n~••~r!~n!g.~co~m~~EN;G;IN;EE;R~O;F~w;o;RKb==============d;om~ER~A;P~PR~o;~~L::\::;c1~~;:;;AP;P;RO;V;AL~~~~~==~=~~=~=~=~=~~~~-~w a. :;; -a
Mon, Jul 13, 2015 1451 PRECISE GRADE PLANS
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