HomeMy WebLinkAboutDWG 401-9S; CT 98-14; THOMPSON/TABATA LOT 13; 01-02GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 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 PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, 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 REMOVIED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFIC!ENTL Y
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. ' AVIARA PARKWAY
THOMPSON/T ABA TA
CT 98-14-3
THE BAY COLLECTION
PRECISE GRADING
CHESAPEAKE BAY: LOT 13
\
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-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, 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
3. THIS SET OF PLANS
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
CERTIFICATE 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 HAVE · A RATING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
33. 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
1-800-422-4133
(760)480-7647
1-800-892-0123 ,,\"\" 70 I ,,; ~I~ 191 19011891188 1871 1861 185) 184 4. RESOLUTION N0. ____ "'-50"'7-"0c..T.c.H"-R"'O"'-UG""H"--"5"'-07""8'-------------
DA TED 12/05/D1
5. UNLESS EXEMPTED BY SECTION 301.(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 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 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 AND (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 AND COMPLIANCE VERIFICATION 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
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 SPEC/FICA TIONS AND THE
• EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MEETING SHALL BE HEID AT THE SITE PRIOR TO THE
BEGINNING DE WQRK AND $HAI I BF ATTENDED BY Al I REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS DE THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK (760-438-1161 ext.4323 ) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRFCONSTRIICTION MEETING WII I BE
MADE BY CAI I /NG THE ENGINEER/NG 24 HOIIR /NSPECIIQN REQI IEST I INE AT
(760) 438-3891. INSPECTION REQUEST MUST BE 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 LATER.
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.
PAC/Fl C BELL
ADELPHIA CABLE COMMUN/CATIONS
1
760i438-7741
760 434-2980
760 438-2722
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTRICT (WATER,SEWER,RW)
34. PERMIT COMPLIANCE REQUIREMENTS:
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 j11.06.17D(B)l
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR j11.06.19D(B)j CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION 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 STATEMENT 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.
35. 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.
36. THE SOILS REPORTS TITLED GEOTECHtfCAL NVESTIGATION + 51J'l'lEMENTAL EXPLORATORY TRENGtm>IG,
PREPARED BY GEOCON INCOO'ORATED , DA TED SEPTEMBER 2. 1'1'18 + HAAC/1 lG, 2001
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE 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 SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: RBF CONSUl.ffiG
ADDRESS: 5050 Al/IN/DA ENClii\S. 5l.lTE 2GO
BY: 1citf:£~-:fe
T Oliff THlELf
CITY, STA TE: CARl.56AD. CA 'l2008-438G
TELEPHONE: 7G0-47G-'11'13
R.C.E. NO.: G0283
REGISTRATION EXPIRATION DA TE: JUNE 30. 200G
63 64
"' 0 61 z U)
ffl ... 86 ... 60 '>
'r' 108 ~ ffl
56
LONICERA
REFERENCE DRAWINGS:
DRAWING N0.401-9
65 66
HERON CIRCLE
90 91 92
88 89 87
10 7 106 105 104 103 102
55 12 11 10
6 7 8
74 75 76
93 94 95 96 97
101
98
77
78
79 204 205
SAGEBRUSH ROAD
195 196 197 192 193 194
203 202 201 200 199 198
coURT
153 154
158 175
160 159
ESAPEAKE BAY
LOT13
240
142 141 140 139
CINNAMON TEAL
239 /238 237 236,235,234
I <
INDEX MAP KEY MAP LEGEND
· LOT NUMBER
TRACT BOUNDARY
SHEET BOUNDARY
SHEET NUMBER
25 -----
EARTHWORK QUANTITIES SHEET INDEX
IMPORT:----~□-cy
EXPORT: 50 CY
DESCRIPTION
7171..E SHEET /INDEX MAP
Q ..: 0 "' ~ 1 ,
\
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
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 PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES 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 EXCAVATION. IF THE Pl AN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE 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.
SOILS ENGINEER'S CERTIFICATE LEGEND, DETAILS, AND PRECISE GRADING PLAN
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND 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. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS 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, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACffiR
SHAI I BF RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUi
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 AND APPROVED SET OF EROSION
CONTROL PLANS. 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 TIRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, AND/OR AS DIRECTED BY THE
CITY ENGINEER OR PLANNING DIRECTOR. THE LANDSCAPE PLAN NO. 401-9P
APPROVED ON ____ SHALL BE USED ON THIS PROJECT.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
I, "Tfit);V,;>~ ~V.l;~S , A REGISTERED CIVIL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE VIAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES
OF SEPTEMBER 2. 1'1'18 AND MARC/1 1G2001 . TWO COPIES OF THE SOILS
REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BE~O E FF/CE OF THE CITY ENGINE ·,,e~~::,._
SIGNED: /'(,CV-:. · v, E
DA TE· , • I'/• OS.-· ·'10 '"i/.'c • -~~-~~-----------J'i•. ~-
P.E. NO.:
,, lo~113 ;-!lo. C63773
LICENSE EXP/RATION DA TE: Exp, 09/30/06
OWNER'S CERTIFICATE C
I ( .WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
JOANN WAT ABE-STANDARD PACIFIC HOMES DATE
LEGAL DESCRIPTION
BEING A SUBDIVISION OF, PORTIONS OF THE SOUTHEAST QUARTER OF
SECTION 21 AND THE NORTHEAST QUARTER SECTION 28, TOWNSHIP 12
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE
OFFICIAL PLAT THEREOF ON FILE IN THE DISTRICT LAND OFFICE. LOT 13
OF "CITY OF CARLSBAD TRACT NO. CT 98-14-01" AS SHOWN ON MAP
N0.14682 FILED SEPTEMBER 19, 2003 IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, CALIFORNIA.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM -1983 ZONE VI, 1991.35
EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83). THE
BEARING BETWEEN STATION HPGN CA1107 AND STATION
CLSB-047 AS SAID COORDINA TIES ARE PUBLISHED IN THE
CITY OF CARLBAD SURVEY CONTIROL NETWORK' ESTABLISHED
BY RECORD OF SURVIEY NO. 17271, FILED IN THE OFFICE
OF THE SAN DIEGO COUNTY RECORDER ON FEBRUAFY 8,
2002 BEING NORTH 44 i O' 43" EAST.
POINT NO.
157
047
NAME
HPGN CA 11-07
CLSB-047
CCS 83 (1991.35), ZONE 6
NORTHING EASTING
1992291.232 6247272.614
1985922.532 6241083.953
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
FHOTOGRANMETRIC METHODS FROM INFORMATION GATHERED ON
19'17 BY ASAN-LO AERIAL SURVEY INCOO'OOTED
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TlONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
• NOTE: GRADING QUANTT11ES SHOWN ARE FOR PERMIT
PURPOSES ONLY, AND ARE NOT TO BE USED
FOR FINAL PAY QUANTTTTES
BENCH MARK
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
214-G30-0I TO 214~20QOT5 lG-35) + 214-G31-01 TO 214-io31-1'1(LOTS 3G-54).
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
DESCRIPTION: ----.,5;;;;;-4,_5.'"Gle;,C;;sAL ... TRAN,;;--;S=.BENC/t""'"~""';;-;;-c=,;.c=,a,,--
LOCA TI ON: ----.N:;;;'WL*Y"'S/IJEW~_,ALK-,,;;10,.-;' Ecclc.sY :;;;Oc,F "'W:='-l YccSID~EccO,,.,F=allRID~GE~_ ABllll1ENT AT TliE 1-5 CIWSSING OF POINSETTIA
N 342000 E_...,H.,,_;11,.,.000""'-'-------RECORDED: ___ ""1'195=----------~--
ELEVATION: --~1=03=.7~G~-----DATUM: ~N$1 __
NOTICE TO CONTRACTOR:
ALL UNDERGROUND UTILITIES OR STRUCTLRES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS
EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS
OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS
FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTLRES NOT REPORTED TO THE
UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH ll-lOSE REP.ORTED OR SHOWN
ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
OR STRUCTLRES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT. SHALL BE THE CONTRACTOR'S
RESPONSIBIU.TY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTLRES CONCERNED BEFORE STARTING WORK.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTLRES SHOWN ON ll-l!S PLAN ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO ll-lE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTLRES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR
OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND
SUBCONTRACTORS SHALL COMPLY WITH ll-lE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR,
AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
Jl:IE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE iN ANY WAY FOR ·ll-lE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE
'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS" "CONSTRUCTION SAFETY ORDERS".
CONTRACTOR FURTl-lER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING ll-lE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT ll-l!S REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND RBF
CONSULTING DOES NOT GUARANTEE THE ACCURACY OF ll-lE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS
OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS.
CONSULTING
PLANNING D DESIGN II CONSTRUCTION
5050 AVENI DA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAx:760.476.9198 ■ www.RBF.com
DA1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
183
182
181
180
179
178
177
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY __ GE_O_C_O_N_IN_C_. ____ _
DATED SEPTEMBER 2 1998 & MARCH 16 2001
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIACOASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED 12/05/01
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 12/05/01
10. STORMY/ATER POLLUTION PREVENTION PLAN DATED 2/10/04; WDID 9-37S318793
11. WATER QUALITY MANAGEMENT PLAN, DATED: 11/12/03, REV. 02/10/04
~ , ..
CITY OF OCEANSIDE
PACIFIC
OCEAN
PROJECT
SITE
7a
AVE
NOT TO SCALE
CITY OF VISTA
SHEET NUMBER
1
2
DA1E INITIAL DA1E INITIAL
OTHER APPROVAL CITY APPROVAL
CITY OF ENCINITAS
VICINITY MAP
SAN DIEGO COUNTY
THOMAS GUIDE
PAGE 1127-B5
PREPARED FOR
STANDARD PACIFIC HOMES
5750 FLEET STREET, SUITE #200
CARLSBAD, CA 92008
(760} 602-6800 / FAX (760) 602-6819
"AS BUil T"
~-r/4i4e
RCE 3 EXP. ~'jj
REV":WED BY:
~?'/47
DA TIE
'-./4t ··· ' vLzz lo-:i
/II/SPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
TITLE SHEET /INDEX MAP
CT 98-14 -LOT 13
THE BAY COLLECTION -(THOMPSON/T ABAT A)
APPROVED BY: LLOYD B. HUBBS dy
...4,..,,-'.....,. 17 ~ ~ V-7ftS c1TY EN~R PE i'ia9EXP!REs:12/31/05 DA
OWN BY: L-S PROJECT NO. DRAWING NO. CHKD BY: l'Jl7
RVWD BY: -CT 98-14-01 401-9S
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' -' I HP I !£LE./ I
IX ----~~ :
' ' :,: j ! 181 HP ' >1--i-;H2-,P~
PE= 247.0
X
HP
£LE. .....__
FF= 244.5
PE= 243.8 i: I FF= 247.7 EL£. i: I £LE.
1 "' :~, c~~ ! ~1-s~==-[E;c----:LID
:l<f+-¥.EL~E~.-_.;..I 't'"7--+-ll-+--Hl-l--~\l= 1\E)
/j : @ rfl. , @ :
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HP
£LE. I :
p
EL£.
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=---i -_____ _L ________ ------~--~ -=---=::.=---=--
lj' j
-~---.::..-==-t,_ L
I----'-L.--
-
....__-CURB OUTLETS-SEE DETAIL 2 THIS SHEET
TYPICAL LOT
SCALE: 1" = 20'
ELEV. MUST BE
EQUAL TO PAD
ELEV. OR HIGHER
3' MIN.
..
. .
6" MIN. CLEARANCE . ·
FROM MUDS/LL TO DI
3' MIN.
FL SWALE
SECTION II A-A'
N.T.S.
FF ELEV.
~---' 2.% ii»: •.
z1 % ·. •· "';z_ DEEPENED FOOTING
FL SWALE AS REQUIRED
TYPICAL LOT DRAINAGE
FS
Ii!.
10.5'
2%
EX. CURB
& GUTTER
R/W
4' ROUND GRATE AND RISER
(NDS 13 OR APPROVED EQUAL)
FINISH
GRADE
4' PVC SD
1'
I
-I
NOT TO SCALE
VARIES
18 MIN.
CURB OULET PER SDRSD D-27
5'
SIDEWALK
0.5'
10.5'
3' PVC
4' TO 3' REDUCER
TYPICAL LOCATION
GARAGE
6' CURB FACE
0 TYPICAL CURB OUTLET DETAIL 2 NOT TO SCALE
•
•
•
•
•
•
•
ALL GRADED PADS TO BE COVERED
WITH STABILIZED FIBER MA TRIX (SFM)
•
•
•
•
•
•
•
•
•
•
•
GRAVEL BAGS PER 4O1-9D,G
\ CURB & GUTTERJ ~
"-GRAVEL BAGS PER 4O1-9D,G
TYPICAL LOT EROSION CONTROL
NOT TO SCALE
SYMBOL
-----
------
DESCRIPTION
RIGHT-OF-WAY LINE
LOT LINE
RETAINING WALL PER DWG. 401-9D
(SEPARATE PLAN AND PERMIT}
---.,-----.,-TOP OF SLOPE y 2:1 y TOE OF SLOPE
-----PERMIT/TRACT BOUNDARY LINE
WATER SERVICE LINE PER 401-9C
SEWER SERVICE LINE PER 401-9C
0
--4" PVC SD (SCH. 40 OR SOR 35}
4" GRATE INLET W / SANDBAG
PER DETAIL Q) ON SHEET 2
==='=== CURB OUTLET PER SDRSD D-27
--1+--+-f--CONCRETE DRIVEWAY PER 401-9C
1 A 4---PLAN TYPE
32 LOT NUMBER
FF= 243.0
PE= 242.3
FINISHED FLOOR
PAD ELEVATION
STORM DRAIN CLEANOUT
PER SDS-103
LEGEND
QUANTITY
167 LF
6 EA.
2 EA.
360 SF.
ABBREV.
EX.
FF
FG
FL
FS
GB
GF
HP
/NV
MAX .
MIN.
PE
TC
TF
TG
DESCRIPTION
EXISTING
FINISHED FLOOR
FINISHED GRADE
FLOW LINE
FINISHED SURFACE
GRADE BREAK
GARAGE FLOOR
HIGH POINT
INVERT
MAXIMUM
MINIMUM
PAD ELEVATION
TOP OF CURB
TOP OF FOOTING
TOP OF GRATE
-+-----W'-----------IWl---h--,.---
3'
It.PROVEMENTS PER DWG 401-9
HERON DRIVE
266.43 TC 2 65.97 INV
265.83 m 2 265.37 INV
266. 12
4
FS ..-...-=.,.,..=R/Wl'T'-'~~~¥aa-==-;-a+==l="'F'=-r=-=
11.98' ~ ,,j~ ,4f ,-a-----5 0jl-I
(265.8 FL) _J ,;// 267.9't!:,TG_j,__:-_-f_J:;::==1::::::::::1 \:
· (26::{ FL) I ~26606
INV 26B.3 TG :::~~;~TG I
0' 11 267.0 INV 266.7 INV 1-----l:'."'-4-1-1--7 [
X ,67. 70
FG
' 20' 10' ' EX.CONC. DITCH & ---·
KEY, STONE WIL 268.3 TG 268.5 GF 267.1-INV
268.2 I L l
181 LOT 1 2 I 181
NOTES:
1. ALL FITTING BY: NOS, INC. (OR EOUAL).
851 N. HARVARD AVE.
LINDSAY, CA 93247
2. REFER TO PLANS FOR FINISH ELEVATIONS.
3. DO NOT GLUE GRATE OR RISER TO PIPE.
4. GLUE: •I.P.S. WEW ON" # 773 SOLVENT (MEDIUM BODIED FAST SET)
FOR PIPES THRU 4" ~
SINGLE ROW OF SANDBAGS
-2 BAGS HIGH
AROUND PERIMETER OF GRATE
AREA DRAIN
--
PLAN. -----· -~----~ ·••--·-,''-••-~~-.. ""_,,.._,_"·· ------=--------=¾ I -;-,• t
~'. ~-~-""_--: .,:~ -~;;._._ . ·-~, -'.-;,
FINISH NOS # 13 GREEN 4 • ROUND STRUCTURAL FOAM
GRADE TG r POLYETHYLENE GRATE WITH UC INHIBITOR.
FINISH
GRADE NDS #13 GREEN 4" ROUN_D STRUCIUfML:fO!,M;;,. :-_-·:,l t
POLYETHYLENE GRATE Willi UC JNHIBITOR:-· • -~. C: i:' --'
1% MIN.(TYP.) PER PLAN 1% M/N.{TYP.)
SLOPE TO DRAJN SLOPE to DRAIN
Ej I ~ITT' _I I E3T~7T~ W31s11311 =~~=-f!bhil s I Ell r-coMPACTED soIL
1% MIN.(TYP.) TG 1% MINiTYP:J,. "-' :,;,..<_;;;" , '
SLOPE TO DRAIN PER PLAN SLOPE fO DRAIN ·0 -., • ·. ,· . -• ,· 7 .=====7~iiii, .. 1~11'l:ln"11~1"::;;'11~~~~c:Il~1E][m'1 I'f1n-l=11•Llfi_--==:;;:;·:...,::·:-_.:.;,··~-,--:: • .-::;::::~,~ ~-------·
--
HP.-FL FF= 269.0 I ~: \, I PE= 268.3 I
"": ~ I i,2;~;~) 'CIV --:
268.2
HP-FL
I 9'
, 268. O '!'
\X L~~ITOPT.'7°7-~~ ' '-, OPT. 2266772.91TNGV ', 267.9 TG DECK ·
I
267.2 INV,, "'
t,,.,
1"! -"' -
', /\
',-H 1----
'~ x268.50 \268.3 268.58 267.70 ',, __________ lf:EI._ ---------____ )5_ ~ __ _r=:~ _ ----
EX. CONC. DITCH &
KEYSTONE WALL
~~=;=E-==-=-~E-,C R'(_S TAltlNE flRIVE_-E --
(!f!J 2
FF= 268.2
PE= 267.5
-~IEIII~,,_ ~~1.1.J;:;:;)Jf" 4• PVC DRAIN RISER PIPE
' -I I I~ 3 I E .11 L TIT--(LENGTH AS REQUIRED)
"% I rMfm1 I rr*I ~q}.~1 1~1II111~1IT~ c:~p~;E~~:L RISER PIPE
""":~II j ifE=f --(LENGTH AS REQUIRED) CONSTRUCTION NOTES
20' OR APPROVED EQUAL 10' O' 20'
1/4 BEND DRNN ELBOW _._-4x4 TEE
(D CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2.
@ CONSTRUCT DRAIN PIPE OUTLET THRU CURB FACE PER SDRSD D-27. GRAPHIC SCALE: 1' =2Cf
c-rt--4 • PVC DRAJN PIPE l'---A---4" PVC DRAIN PIPE
0.5% MIN. 0.5% MIN. 0.5% MIN. NOTE: PREPARED FOR
/NV. PER PLAN 0 0 o, /NV. PER PLAN =~ ~ c,c__ /\ c,c__ /\ Q: /\ c:.
'\_ CRUSHED AND COMPACTED STONE
NDS ROUND GRATE WITH ELBOW
CRUSHED AND COMPACTED STONE 1. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
STANDARD PACIFIC HOMES
NOTTO SCALE
G) NDS N0.13
NDS ROUND GRATE WITH TEE
NOTTO SCALE
4" ROUND GRATE INLET
NOT TO SCALE
.. " ..
C □NSULTING
PLANNING II DESIGN Ill CONSTFiUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
2. ALL LOT DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=0.005.
ENGINEER OF WORK
~ r~ ~~z~ TIMO~M. THIELE, R.C.E. CS 3 ATE
EXP. 06/30/06
5750 FLEET STREET, SUITE #200
CARLSBAD, CA 92008
(760} 602-6800 / FAX {760} 602-6819
"AS BUil T"
RCF hozi3 EXP. ¥3¢ri
REVIEWED BY:
WZ,/47
DATE
'S' /2~/0-,
DATE
I SH2EET I CITY OF CARLS BAD I SH2EETS I 1----+--+----------------+---t----+---t----l ENGINEERING DEPARTMENT f----+--+---------------+---t---+---t---1
1----+--+----------------+---t----+---+----I PRECISE GRADlliG PLANS FOR:
f----+--+---------------+---t---+---t---1
DATE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
LEGEND AND DETAILS
CT 98-14 -LOT 13
THE BAY COLLECTION -(THOMPSON/T ABAT A)
APPROVED BY: LLOYD B. HUBBS 6' r
A c«-c-e /4". ~~~b
CITY ENGINE~ PE2 89£XPIRES:12 31
DWN BY: -'-~~
CHKO BY: t,
RVWO BY:
PROJECT NO.
CT 98-14-01
DRAWING NO.
401-9S
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40'
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