HomeMy WebLinkAboutDWG 440-5H; 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.
3. 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 PRDMPTL Y
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 1E OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITJEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER
AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA 1E
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND 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 AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SIJE AT ALL TIMES DURING CONSTRUCT/ON.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA 1E OF
CALIFORNIA, PR/NC/PALLY 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 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
STA 1E OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SO/LS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHAil BE HEI D AT Tl-IE SI TE PRIOR TO TH£
BEGINNING Of WORK AND SHA/ I BE ATTENDm BY Al I R£PRF$FNTATIVE$
RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, JESTING AND ALL OTHER
ASPECTS OF TH£ WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
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 COORDINA 1E A DA 1E AND TIME FOR THE
PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. ALI INSPECTION R[QUESTS OTl-/£R TI-IAN fOR PRECONSTRUCTION MEETING Ml I BE
MADE BY CAI UNG Tl-IE ENGINEERING 24 HOUR INSPECTION REQI/EST I /NE AT
(760) 438 3891. IN$PECTION R£0UEST MUST B£ RECEIVED PRIOR TO 2: 00 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 DAYS LA JER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROJECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA T/ON OF SUCH 1RENCH OR 1RENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5; OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM Tl-IE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
RE:;G/SJERED 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 APPLICATION FOR BLASTING
PERMIT WE'LL 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 IMMEDIA JEL Y. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 440-5L, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/ APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINA 1E
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERA T/ON, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
31. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD (STREEST & STORM DRAIN)
*CITY OF CARLSBAD (SEWER, WA JER & RECLAIMED WA JER)
*SAN DIEGUITO WA JER DISTRICT
*LEUCADIA WASJEWA JER DISTRICT
*VALLECITOS WA JER DISTRICT
*OLIVENHAIN WA JER DISTRICT
*BUENA SANIT AT/ON DIS1RICT
*AS APPROPRIATE
JJ. PERMIT COMPLIANCE REQUIREMENTS:
'800)422-4133
800)660-7343 sag 892-0123
760 438-7741
760 806-9809
'76C 434-2980
760 438-2722
760 633-2650
760 753-0155
760 7 44-0460
760 753-6466
760 726-1340
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8}
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120.9&10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING 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 APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STA JEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
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
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
35. THE SOILS REPORT TITLED PRELIMINARY GEOJECHNICAL INVEST/GA TION, SHELLEY PROPERTY,
CARLSBAD. CALIFORNIA PREPARED BY GEOCON INC. GEOJECHNICAL CONSULTANTS.
DA JED NOVEMBER 27 2001, AND UPDATE REPORT ENTITLED UPDATE GEOJECHNICAL
INVE:STIGA TION SHEi l EY PROPFRTY CAR/ SBAD CAll[ORNIA QATm ,/UNF 26, 2006, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FDR THIS PROJECT. THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA T/ONS BY
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: PASCO LARET SUITER & ASSOC/A JES
ADDRESS: 535 N. HIGWAY 101 SUITE A
Cl TY. STA JE: SOLANA BEA CH CA
TELEPHOffi: (858) 25-j-)821 ~
BY: _fj.J.(la=.W,(';?,,1..1..,-,_,, ____ _
(WILLIAM. G. MACK)
DATE: 1 (z,,t_,(ft;
R.C.E. N0.:-'-73"'6'-'2"'0 _____________ _
REGISTRATION EXPIRATION DATE: 12/31/16 -~~------
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY SOILS ENGINEER'S CERTIFICATE ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING I, 9,\-f, .. 1,.\i.J !,J~ , A REGISTERED CIVIL
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EN E R OF THE STAJiE OF CALIFORNIA PRINCIPALLY DOING BUSINESS EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A JED GIN E '' •
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7, OO A.M. AND IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND SWDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 6:00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EAR1HMOVING OR GRADING SITE.l WAS MADE BY ME OR UNDER MY DIRr:CTJON BETWEEN THE D~S OF
OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY ...il. 7.,_"7 , 20 c!>l AND 2:/.0 , 20 i, . TWO
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY
21. ALL OFF SIJE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE RECOMMENDATIONS, HAS BEEN SUBMITT.EO TO THE OFFICE OF THE CITY
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF ENGINEER. A
WORK. ( / /
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MAJER/AL SHALL BE SIGNED:.!'.Y'--==
OMWD NOTES
1. CONTRACTOR TO MAINTAIN MINIMUM J FEET OF COVER OVER EXISTING OMWD FACILITIES
AT ALL TIMES DURING CONSTRUCT/ON
2. RAISE EXISTING VALVE CANS (SEE UNIT G & UNIT G-1 PIPELINE DWGS 464-22 & 22-50)
TO MATCH FINISH GRADE PER OMWD STANDARD DRAWINGS.
J. PROTECT IN PLACE, REMOVE, AND/OR HIGHLINE EXISTING FACILITIES AS DIRECTED
BY OMWD REPRESENTATIVE.
4. DISTRICT REPRESENTATIVE SHALL BE PRESENT AT ALL TIMES DURING CONSTRUCT/ON
NEAR EXISTING OMWD FACILITIES.
LWD SEWER NOTES
1. ALL SEWER WORK TO BE DONE IN ACCORDANCE WITH FAIR OAKS VALLEY IMPROVEMENT
PLAN CITY OF CARLSBAD DWG. NO. 440-5.
NOTES:
1. SEE CITY OF CARLSBAD DWG. 440-5A FOR MASS GRADING & OWG.
440-5 FOR STREET IMPROVEMENTS.
2. PERMANENT BMP BIORETENTION BASIN PROPOSED FOR ENTIRE
SUBDIVISION, PER DWG. 440-5A.
3. SEE DWG. 440-5A FOR EARTHWORK QUANTITIES FOR ENTIRE
SUBDIVISION.
VICINITY MAP
NOTE:
THE FOLLOWING LOTS MARKED WITH A I BFI ON THE PLAN
SHEETS REQUIRE A SEWER BACKFLOW PREVENTION VAL VE:
LOT # SEE TABLE: SHE:ET
51 ............... 3
PACIFIC
OCEAN
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JACK HEPWORTH. PHONE: (760) 918-6768
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL Bf MADE AVAILABLE AT ALL llMES DURING !HE RAINY SEASON. AU NECESSARY MATERIALS SHAU BE STOCKPILED ON SITE AT CONVENIENT
LOCA nONS TO FAG/LITA TE RAPID CONsmucnON OF TEMPORARY DEVICES WHEN RAIN IS EMIN[N[
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT !HE APPROVAL OF !Hf
ENGINEERING INSPECTOR.
4. !HE CONTRACTOR SHALL RESTORE AU EROSION CONffiOL DEVICES TO WORKING ORDER TO !HE
SA llSFACllON OF !Hf Cl1Y ENGINEER AFTER EACH RUN-OFF PRODUCING RA/NF AU.
5. THE CONffiACTOR SHALL INSTALL ADDJnONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY !HE CITY ENGINEER DUE TO UNCOMPl£TED GRADING OPERA llONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. !HE CONffiACTOR SHAU BE RESPONS/Bl£ AND SHALL TAKE NECESSARY PRECAUllONS TO PREVENT
PUBLIC ffiESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDJnON.
7. ALL EROSION CONmOL MEASURES PROv/DED PER !HE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND !HE PROJECT PERIMETER MUST DRAIN AWAY FROM !HE FACE OF SLOPE AT !HE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECllVE DEVICES SH011N SHALL BE IN PLACE AT !HE END OF E:ACH WORKING DAY WHEN !HE FIVE(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT
AND 011-iER DEBRIS SHAU BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WIIH J/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD GERMINAllON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECllVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHAU BE STABILIZED BY
PUNCH smAW INSTALLED IN ACCORDANCE WITH SECllON J5.02J OF !HE EROSION AND SEDIMENT
CONmOL HANDBOOK OF !HE DEPARTMENT OF CONSERVA nON, STA TE OF CALIFORNIA.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL
PHOTOGRAPHIC METHODS FROM INFORMATION GATHERED ON
SEPTEMBER 1, 2000 BY TOW/LL, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCA JED WITHIN ASSESSORS PARCEL NUMBER($)
223-061-01, 223-061-02
THE CALIFORNIA COORDINA 1E INDEX OF THIS PROJECT IS:
N 1978 E 6268.
NOT TO
SCALE
CITY OF VISTA
CAMINO JUNIPERO
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
GB GRADE BREAK
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
FS FINISHED SURFACE
FG FINISH GRADE
ST STREET
TW TOP OF WALL
BW BOTTOM OF WALL
NTS NOT TO SCALE
GFF GARAGE FINISHED FLOOR FACE
FF FINISHED FLOOR
R/W RIGHT OF WAY
GFB GARAGE FINISHED FLOOR BACK
BF SEWER BACKFLOW PREVENTION
VALVE
REFERENCE DRAWINGS
CT 99-04 DWG. 9J7-1A
DWG. 440-5 & 440-5A
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND 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/CA T/ONS, 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 SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON INC.
DA JED NOVEMBER 27, 2001 & UPDA 1E REPORT DA JED 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 DATED SEPTEMBER 27, 2005
10. STORM WA JER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY PASCO LARET SUITER
& ASSOC/A JES DA JED OCTOBER 31 2012 WDID NO. 9 37CJ67923
11. STORM WATER MANAGEMENT PLAN PREPARED BY PASCO LARET SUITER & ASSOC/A JES
DA JED OCTOBER 25, 201_2 __
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCT/ON SITE BMP MANUAL.
DESCRIPTION
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED LIMIT OF PAD
FIRE BUFFER LINE
PROPOSED CONTOUR
PROPOSED INDEX CONTOUR
EXISTING CON TOUR
EXISTING INDEX CONTOUR
RIGHT OF WAY
LIMIT OF GRADING
2: 1 MAX SLOPE
LEGEND
6" CURB & GUTTER (PER SEPARA 1E PLAN)
RETAINING WALL (PER SEPARATE PLAN)
PROPOSED BUILDING
PROPOSED STORM DRAIN
BUILDING SE1BA CK LINE
PROPOSED ROOF LINE
SEWER MAIN (PER SEPARA 1E PLAN)
SEWER LA JERAL (PER SEPARA 1E PLAN)
WA JER MAIN (PER SE PARA 1E PLAN)
WA JER SERVICE (PER SEPARA 1E PLAN)
PROPOSED AREA DRAIN
PROPOSED HARDSCAPE
PROPOSED FLOWLINE
SEWER BACKFLOW PREVENTION VAL VE
LOWERED GARAGE
SYMBOL ---------
\429\~----
/4301f----·
-------
'V 'V
V V V ____ I __ I -
C
2l
"AS BUILT"
_/;J)L6j/d_ !(Mfti-
RCE1-'o/.aZP EXP.l?/-~Z~ DATE
)
DEPOSIJED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR • . ·-: .. 1 BENCH MARK
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL , /"_,i.,,. -Z,7/1.-f' m ~ •
0
•
ROUJES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. c.,~ G.E.,P.E. LNO.:J;;;,/_j =i:--~~-~-------I SH1EET I CITY OF CARLSBAD S TS , ~ ~, »" DESCRIPTION: TOP OF CONCRETE POST MARKED K,302 1935 3 cc -
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE l'-::I! -..,~,_..-LOCATION· SEE SAN DIEGO COUNTY NORTH COUNTY VERTICAL CONTROL 1----t---+----------------i-----i---i---,-, ENGINEERING DEPARTMENT ',;I-~.-
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. ~'&~'{:_ ';"-(!~.,,~ ~ OAT.E: ~ 7-"7 .-v L . DATA BOOK FOR BENCHMARK KJ02 l----+---1------------------t----t---ir-7--1 j; .s
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF ...,.,,,_7 !:i.: ~. -~t:zq(-:zo17 ELEVATION: 533,JBB DATUM: NAVO 29 PRECISE GRADING PLANS FOR: Cl:fil~ ~
INSPECTOR
!~;tiM'tN/~Itci%1'f7Ifg,/LL EARTHEN SWALES AND DITCHES SHALL I-JAVE A ~~\C!~ LICENSE EXPIRATION DAT.E: BLACKSTONE RANCH ~~•.Ji
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION ~,::,tr;.,,,:,,,. LO TS 4 5 TO 51 3 ij ~ ~ CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY en~·~ ;:;
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. OWNER'S CERTIFICATE I-""" :q
PRODU E N RM APPROVED I fj J I, _yl}SON GELDERT LI.I , ;i ~ 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO C A U IFO ----=-:c:-:·1~~/1'.1:_.L!lJ''~l,l,~W(i17~,==-::-::::::-cc:---T'30· JC, a:: ~00 SURFACE AND CROSS SECTION. THE SIJE SHALL BE LEFT IN A NEAT AND ~E&ttb,srEflff ilEiiRJ'tYwtLLH~I ~E~r,iitE~~o su%~h~1siN~tJlt~A~r d. ] :\.
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED GRADING ACTIVITY AND ADVISE OF'tE COMPACTION AND STABILITY OF CITY ENW6ER PE 63912 EXPIRES 9/30/16 DATE ..;J i;;
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. ti\ OWN BY: WGM PROJECT NO. DRAWING NO. Cl ~
27. ALL SLOPES SHALL BE IRRIGAJED, STABILIZED, PLANTED AND/OR HYDROSEEDED THIS SIT.E. ( "J~ illl DATE INITIAL DATE INITIAL DA1E INITIAL CHKD BY:___ CT 02_17 440 _5H ;! 5 ~
WITHIN JEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE (/. • a, ?•t..:,_ •/r ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~ z ~
L_~A~S~SH:0:WN:.O~N~TH:E~AP:P:R~O:VE~D~GR:A~D:IN~G~P:L~A:NS=·:.. ___________________ ::=:N:A~M~E=~'.::=====·~D~A~T.E~==---------------------------------------1;~~~;;;±:==~;;;~;;;==;=====±~~~;~~;;;;;;f~~~==~~:§~=§~~~~§~=¥,~~~~ CL. ~ 'i
Mon, Jul 6, 2015 1451 PRECISE GRADE PLANS
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SOO '51 '37"E 2911.05'
KEY MAP
SCALE: t "=250 '
LOT13
OPEN SPACE
SUBDIVISION BOUNDARY
LOT LINES
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NOTE:
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FL=StLO-¥ ·~DRAINAGE
FLOWLINE -I DIRECTION , I (1% MIN)
ROOFLINE I; ABOVE (TYP) / I; TOE OF
SLOPE
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PRECISE GRADE PLANS FOR LOTS 45 -47
SCALE· 1"=20'
SEE CITY OF CARLSBAD OWG. 440-5A
FOR MASS GRADING & DWG. 440-5
FOR STREET IMPROVEMENTS.
NOTE:
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER
SYSTEM SHALL BE INSTALLED IN SINGLE-FAMILY
DWELLINGS.
30' OMWO EASEMENT PER
DOC. FEC. 12-3-71 AS F/P
280967 OF D.R.
FF PER PLAN
AREA DRAIN
TG PER PLAN
1%
LOT#
45
46 47
LOT AREA TABLE
GROSS AREA ISFI PAD AREA ISF,
15.252
17597
40883
10990
15585
26195
NOS ,#75, 4 " ROUND
fl.AT "'TOP STRUCTURAL FORM POLYOU:FIN ATRIUM GRATE WITH ·-~ !NHIFJ/TOR. OPl:f/ $1,lf/f'ACt! AREA
SEWER BACKFLOW VALVE TABLE
LOT#
45
46
47
tST FLOOR 2ND FLOOR COMMENTS
NO ,~
,w
NO
"'0 •10
TOP OF GRAlE l:LEVATION PER PLAN
-MANIJFACfUR£lJ JOINTS
AREA DRAIN DETAIL
N.T.S.
:0 t;:
~
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~ ~ :0
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1% 3"
FF PER PLAN ;Ii
,.
:,: FF=PER PLAN ::; , ' a•.
UNIT 1 COURTYARD DETAIL DROP GARAGE DETAIL
--0
5.5'
DRIVEi/A Y APRON
PER SDRSD G-14
9.67% -
GRAPHIC SCALE
20
N.T.S.
10'113' RIW i PER PLAN
4.5'17.5' 2' I VARIES
DRIVEi/A Y WALKWAY PER PLAN TfRANSITIUI
I
13% MAX
7% MAX 1.5% ..
-13% MAX 7% MAX~, . --
'L2 3" BELOW
smAIGHT GRADE
2'
1RANS11Tc5i
7% MAX
..
\
0.5% MIN
\_ "
N.T.S.
12 ~
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GARAGE SLAB PER
SOILS REPORT
GARAGE SLAB PER
SOILS REPORT
DRIVEWAY TRANSITION DETAIL
5 6 ABOVE
STRAIGHT GRADE
N.T.S.
"AS BUILT"
/1)//A..b.j/tetlc _1/:Jb/4'6-
RcE 71{.,w EXP •. itJ3..!/& DATE
40 60
r--t----i------------+----1---1~--l--_J I SH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT Ll_j
~P=R=E=c=1s=E~G::::RAD===IN===G=P:::LAN:=::::S=F=DR=,======-'==~
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BLACKSTONE RANCH ~s It
P1•sco LARET su LoTs 45 To 51 9&!:~ "' ITER APPROVEDzt=1. 11 AJ~ON GELDERT ~~-1:i~
& ASSOCIATES &!16Jl_ 1•30·l5 . 1 ;.t1
CIVIL ENGINEERING+ LAND PLANNING+ LAND SURVEYING l CITY ENGi' ER PE 63912 EXPIRES 9 30 16 DATE · I j,;:;-
LOT NOS. xx 535 North Highway 101, Ste A, Solana llleach, CA 92075 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: WGM PROJECT NO. I DRAWING NO. di ~ ~
l, __________________________________ ..:;::::::::::::::::::::::::::::::::::::::::::::::~-----------------------J~p~h~B~58~.2~5~9~.8~2~12~l~[~x~B5~8~-2~5~9-~4f81~2~l~P~l•;·•~n~ggin~•·~•~i!!l~g~-C;omtljE~N~Gl~NE~E;R~O;F~W~O~RK~==~R~E~V:IS:l~O:N~D~E~S:C:R~IP:Tl~O:N~===goTH;E~R~A~P~PR~O;VA~Ll:C~ITY~A;PP~R~O;VA~L~~~~~g~~g~~~~~;~~~~~~=~C~T~Og2~~1~7~J-~4~4~0~~5~H~u ~I ~ i ~ ~i,
Tue. Jul 21, 2015 1451 PRECISE GRADE PLANS
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------
--
PRECISE GRADE PLANS FOR LOTS 48 -51
SCALE: J "-20 '
GRAPHIC SCALE 1"=20'
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LOT AREA TABLE
LOT# GROSS AREA rSFJ PAO AREA ISFJ
48 18070 9,510
"9 29108 16320
50 14273 11530
51 14,367 11,695
SEWER BACKFLOW VALVE TABLE
LOT# 1ST FLOOR 2ND FLOOR COMMENTS
48 NO NO
49 NO riO
50 NO NO
51 YES NO
* AFFORDABLE UNIT LDT
NOTE:
SEE CITY OF CARLSBAD DWG. 440-BA
FOR MASS GRADING & DWG. 440-5
FOR STREET IMPROVEMENTS,
NOTE:
AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER
SYSTEM SHALL BE INSTALLED IN SINGLE-FAMILY
DWELLINGS.
"AS BUILT"
~\I, GR£00 "'\ .::t ~ _/jj~~ ~j_s_ ND. 73620
xp. 12/31/1
CIVl
OF CA
R~¾.Z'6 EXP . .1.1t.&/t.B DATE
INSPECTOR
1----1-----l------------+--+--t--t------J I SH3EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 3 ::=:::::::::::::...'========:::::::::::::::::::::=='....':::=:===; 1----1--+----------------f---+--t------t---j PRECISE GRADING PLANS FOR:
BLACKSTONE RANCH
LOTS 45 TO 51
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\ SUBDIVISION BOUNDARY --- -PASCO LARET SUITER APPROVED q,,,,..; ~N GELDERT 9-·3D•J5 ~"<Ii~
SUBD1v1s10N BOUNDARY~ LOT LINES & ASSOC !ATES -c-lT_Y_E_NG-1f""t""R-r""E0 '5"'"3·,.,g1=2=E=xr"'1R".CEs=-=-g-;:3::-o,.1=-6 --DATE :S ! ~
------__ --~ _ --LOT NOS. xx CIVIL ENGINEERING+ LAND PLANNING+ LAND SURVEYING 1----j--+r.cl ---------------t--DA_T_E--t-lNI-TI-AL--t-D-ATE-IIN-IT-IAIL DWN BY: WGM PROJECT NO. I DRAWING NO. B ! ~
500 "5137''E 2911.05" 535 North fljghway !Dl, Ste A, Solana Beach, CA 92075 DATE INITIAL CHKD BY: ---CT 02-17 440-5H ~ ~ ~ l--------------------~K~E~Y~M~A~P~-----------------------~==============~-----lp~lii~B~SB~.2~5~9~_8i21~2dlJfx~B~S~B-~25~9~.4~B~l2~i~IP~l•;••~n~gi~o;••~ri~n!g.~rn~mill~EN;G;IN~EE~R~O;F~W~O~RKk==~R~E;Vl;S;IO~N~D;E;S;C;R;IP:T~l;ON===d~01H~ER~A;P;PR;o;vA~L±;c1~TY~;AP;P;RO;V;ALJ~R~V~WD~B~Y~: ~~~~~~~~~~~~=;~~~~ il:: ~ i. SCALE: 1 "-250 '
Tue, Jul 21. 2015 1451 PRECISE GRADE PLANS
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