HomeMy WebLinkAboutDWG 426-1A; CDP 04-07; MCGUIRE RESIDENCE - 5035 TIERRA DEL ORO STREET; 01-03GRADING NOTES
{IN ADDlnON TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL
CODE)
1. THIS PLAN SUPERSEDES AU 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 TH£Y 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.
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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/AGATE OF INSURANCE MUST BE ALEO
NAMING THE CITY OF CARLSBAD AS AN ADDlnONAL INSURED ON THE
PERMITTEE'S POLICY IN THE MINIMUM·AMOUNT OF $1,000,000.00 FOR
EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/llNG
THE POLICY MUST HAVE A RATING OF "A" AND A SIZE OF CATEGORY
OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE
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.
NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN
OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.
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.
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.
ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY
UPON BEING SIGNED BY THE CITY ENGINEER.
THE ORIGINAL DRAWING SHALL BE REVISED TO REA..ECT AS-BUILT
CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO ANAL
ACCEPTANCE OF THE WORK BY THE CITY.
ACCESS FOR ARE AND OTHER EMERGENCY VEHICLES SHALL BE
MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING
CONSTRUCTION.
WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT
COMPRISED OF: {A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS
AND (C) COMPACTION CURVES, SHAU BE SUBMITTED BY A
PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY
DOING BUSINESS IN THE AELD OF APPLIED SOILS MECHANICS. THE
SOILS REPORT WIU BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF AELD
TESTS.
A SOILS COMPACTION REPORT AND COMPLIANCE VERIACATION
REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS
REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
AU CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF
A PROFESSIONAL ENGINEER OF TH£ STATE OF CALIFORNIA PRINCIPALLY
DOING BUSINESS IN THE AELD OF APPLIED SOILS MECHANICS. ALL
AU OR FUTURE AU AREAS SHAU BE CONSTRUCTED IN ACCORDANCE
WITH THE CITY OF CARLSBAD STANDARD SPECIACATIONS ANO THE
"EARTHWORK SPECIACATIONS" ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY AELD COMPACTION REPORTS WIU BE
SUBMITTED TO THE PROJECT INSPECTOR.
A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO
THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL
REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON. INSPECTION,
SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE
CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY
CALLING THE INSPECTION LINE AT {760} 438-3891 AT LEAST FIVE (5)
WORKING DAY.S PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR
WIU THEN BE CONTACTED BY THE PROJECT INSPECTOR TO
COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING.
APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.
THE GRADING PERMIT WIU BE PROVIDED BY THE PROJECT INSPECTOR
AT THE MEETING.
All INSPECTION REQUEST OTHER THAN FOR THE PRECONSTRUCTION
MEET/NG WILL BE MADE BY CALLING THE ENGINEERING 24 HOUR
INSPECTION REQUEST LINE AT f76QJ 438-3891, INSPECTION
REOUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.. ON THE DAY
BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WIU BE MADE THE
NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE
AFTER 2:00 P.M. WIU BE SCHEDULED FOR TWO FIJU WORK DAYS
LATER.
THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR
CONTRACTOR SHAU DESIGN, CONSTRUCT AND MAINTAIN AU SAFETY
DEVICES, INCLUDING SHORING, AND SHAU BE SOLELY RESPONSIBLE
FOR CONARMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS AND REGULATIONS.
THE CONTRACTOR SHAU 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 AU TRENCHES AVE
FEET (5'} OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN
VARIES FROM THE SHORING SYST£M STANDARDS ESTABLISHED BY THE
CONSTRUCUQN SAmy ORDERS. unE 8 CALIFORNIA ADMINISTRA71VE
CODE. THE PIAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT
THE CONTRACTOR'S EXPENSE A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
Lepp_ert/H Eng1neenng
5190 Governor Drive. Suite 205
Son Diego, CA 92122-2848
Phone: (858) 597-2001
Fox: (858) 597-2009 CORPORATION
18. NO BLASTING SHAU BE PERFORMED UNTIL A VALID BLASTING PERMIT
HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT
APPUCATION 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. QPERAUONS WILL CEASE
IMMEDIATELY. AND THE PERM/TT££ WIU NOTIFY THE CITY ENGINEER.
OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECOVERED
WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.
20. AU 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 ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO
THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY
THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS
SHAU BE CONDUCTED ON WEEKENDS OR HOLIDAY.S {A LIST OF CITY'S
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER}.
21. AU OFF-SIT£ HAUL ROUTES SHAU BE SUBMITTED BY THE
CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO Fl/LL
WORKING DA):S PR/QR TO BEGINNING OF WORK.
22. IMPORT MATERIAL SHAU BE OBTAINED FROM, AND WASTE MATERIAL
SHAU BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE FROM ANY DEBRIS QR
DAMAGE OCCURRING ALONG THE HAUL ROUTES QR ADJACENT STREITS
AS A RESULT OF THE GRADING QPERATION.
23. BRUSH SHAU BE REMOVED ONLY WITHIN THE AREA TO BE GRADED.
NO TREES ARE TO BE REMOVEO UNLESS SPECIACAUY NOTED ON THE
PLAN.
24. AU AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE
PONDING OF WATER IS NO PERMITTED. AU EARTHEN SWALES AND
DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF
EROSION CONTROL PLANS. EROSION CONTROL SHAU BE AS SHOWN
AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE
PROJECT INSPECTOR.
26. AU SLOPES SHALL BE TRIMMED TO A AN/SH GRADE TO PRODUCE A
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UNIFORM SURFACE AND CROSS SECTION. THE SITE SHAU BE LEFT
IN A NEAT AND ORDERLY CONDITION. AU STONES, ROOTS OR OTHER
DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED
OF BY THE CITY ENGINEER.
AU SLOPES SHALL BE IRRIGATED. STABILIZED, PLANTED AND/OR
HYDROSEEDED WITHIN TEN (10) DAY.S OF THE TIME WHEN EA{lH SLOPE
IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING
PLANS.
LANDSCAPING SHAU BE ACCOMPLISHED ON AU SLOPES AND PADS
AS REQUIREO BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE
LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.. ,
AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR.
THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHAU
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.
STORM DRAIN PIPE SHAU 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 BACKAUED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c•
AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIP£
WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT
OF THE GRADING OPERAnoN, IT SHAU 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.
THE CONTRACTOR SHAU VERIFY THE LOCATION OF ALL EXISTING
FACILITIES (ABOVE GROUND AND UNDER GROUND} WITHIN THE PROJECT
SITE sumcJENTLY 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.
THE CONTRACTOR SHAU NOTIFY AFFECTED UTILITY COMPANIES {SEE
BELOW) AT LEAST TWO (2) Fl/LL WORKING DAYS PRIOR TO STARTING
GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK
WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
PAC/AC BELL
ADELPHIA CABLE COMMUNICATIONS
COX COMMUNICATIONS
CITY OF CARLSBAD (STREETS &: STORM DRAIN)
•CITY OF CARLSBAD {SEWER WATER&: RECLAIMED)
'SAN DIEGU/TO WATER DISTRICT
*LEUCADIA COUNTY WATER DISTRICT
"VALLECITOS WATER DISTRICT
*OLIVINHAIN WA IER DISTRICT
"BUENA SANITAnON DISTRICT
*AS APPROPRIATE
VICINITY MAP
N. T.S.
(800} 422-4133
{800} 660-7343
{800} 892-0123
(760} 438-7741
(76D) 806-9809
(760) 434-2980
(760) 438-2722
{760) 633-2650
(760)753-0155
(760) 744-0460
(760) 753-6466
(760} 726-1340
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FOR CONTfl()II ED GRADING -THE APPLICANT HIRES A CML
ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE
TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN
PROGRESS {11.06.170(8)/ CARLSBAD MUNICIPAL COD£
OWNER:
LEO AND SUSAN MCGUIRE
5035 TIERRA OEL ORO
CARLSBAD, CA 92008
(TEL) 760-929-8279
OWNERS CERTIACATE:
WORK TO BE DONE
THE GRADING WORK SHAU CONSIST OF THE CONSTRUCTION OF AU CUTS AND ALLS,
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 REQUIM:D ON THIS SET
OF PLANS.
THE GRADING WORK SHAU BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
B. PRIOR TO ANAL APPROVAL OF A GRADING PERMIT -THE
FOUOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER
VIA THE PROJECT INSPECTOR/11.06.190(8)/ CARLSBAD MUNICIPAL
CODE:
(1) ANAL REPORT BY SUPERVISING GRADING ENGINEER STATING
AU GRADING IS COMPLETE. AU 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).
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WIU BE RETAINED TO SUPERVISE
OVER-AU GRADING ACTIVITY AND ADVISE N THE COMPACTION AND
1. CARLSBAD MUNICIPAL CODE
STABILITY OF THIS SIT£ ,
stGNED.-S ;12c (f.,,A.V\.&: DATE: '-f-2 G-0 ~
(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 AELD AND LABORATORY TESTS. THE
REPORT SHAU 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
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE
REQUIRED TO BE RESUBMITTEO FOR PLANCHECK. PLANCHECK FEES
WIU BE REQUIRED FOR ANY SUCH RECHECK.
36. THE SOILS REPORT TITLEO "FRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED IMPROVEMENTS TO MCGUIRE RESIDENCE"
PREPARED BY CONSTRUCTION TESTING AND ENGINEERING. INC.
DATED MARCH 2, 2004 SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH
THE RECOMMENDATIONS AND SPECIACATIONS CONTAINED IN SAID SOILS
REPORT.
REFERENCE DRAWINGS
1. MAP NO. 3052
2. IMPROVEMENT PLAN NO. 141-5 SHT. 12 (TIERRA DEL ORO ST.}
SOILS ENGINEER CERTIACATE:
/, Rodl\ev J). BGl.\\.o..d A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNl/4 PRINCIPALLY DOING BUSINESS IN THE AELD OF APPLIED SOIL MECHANICS,
HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
_____ AND M<..r<.i,. '2., '2-00'/'. ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO
THE OFACE OF THE CITY ENGINEER.
THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND
CONFORM TO THE R!C0'1M,,ENDjTIONS MADE INT THE SOILS REPORT MENTIONED ABOVE. ~<J"°l):~~~~'4,
SIGNED· 0.d {:DJH_ DATE: 'f/-i.6/b5 .. ":# "t ~ • £ No. 2173 rn
RC£ NO.: Git 2.113 EXPIRATION DATE: (;, { 3o { Db -1, ~•P-613010: ;
t!)., {"o-,.,..._ .... 1,V"t':. ~ .,..,.~~ ~'If
I, OF CALI~()
ENGINEER OF WORK:
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 DEANED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN
IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIACATIONS BY
THE CITY OF SAN DIEGO IS CONANED TO A REVIEW ONLY, AND DOES NOT REUEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ,,,;::.=~
SOURCE OF TQPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY TOPOGRAPHIC
SURVEY METHODS FROM INFORMATION GATHERED ON NOVEMBER 11, 2003
BY AGUIRRE AND ASSOCIATES.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
210 020 09-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N: 353,500 £: 1,667,500
BENCH MARK
DESCRIPTION: 2.5" DISK STAMPED "CLSB-057 LS 6215"
LOCATION: DRAINAGE BOX INLET IN THE SOUTHWEST QUADRANT
OF AVENIDA ENCINAS AND CANNON RD.
RECORDED:
ELEVATION: 44.01 DATUM: NGVD 29
EARTHWORK QUANTITIES
CUT: 120+/-CY
ALL: 120+/-CY
IMPORT: 0 CY
EXPORT: 0 CY
REMEDIAL: 534.0 CY
DATE INITIAL
DESCRIPTION
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. CITY OF CARLSBAD PC/CC RESOLUTION NO{S}. 5708, DATED 9-1-2004
5. THE STANDARD SPECIACATIONS F(JR PUBLIC WORKS CONSTRUCT/ON
{GREEN BOOK}.
6. SOILS REPORT AND RECOMMENDATIONS BY:
CONSTRUCTION TESTING AND ENGINEERING, INC.
DATED: MARCH 2, 20D4
Z 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 9-1-04
9. NO ENVIRONMENTAL APPROVAL DOCUMENTS ARE REQUIRED PER SECTION 15303
(SINGLE FAMILY RESIDENCE IN AN URBANIZED AREA) SEE ITEM NO. 6 OF
RESOLUTION NO. 5708 {CDP 04-07}
10. NO STORM WATER POUUTION PREVENTION PLAN IS REQUIRED FOR THIS PERMIT
11. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA). STORM
WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND
STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SITE
BEST MANAGEMENT PRACTICES (BMP) MANUAL
LEGEND
DWG. NO. SYMBOL QUANTITY
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED 3"
+ 32.4'
-----31-----
102 L.F.
6
PVC DRAIN
PRIVATE CATCH BASIN
5" SQUARE NOS {OR EQUAL)
PROJECT BOUNDARY
SUMP PUMP
(PER SEPERATE BLDG. PERMIT)
EXISTING RETAINING WALL
PROPOSED MASONRY WALL
PROPOSED BUILDING WALL
{PER BUILDING PERMIT)
PROPOSED MASONRY WALL
WALL CALLOUTS
SMALL RETA/NG WALL {<2.0'}
2: 1 MAX SLOPE
PROPOSED POOL WALL
{PER SEPERA TE PERMIT)
PROPOSED 3•
PVC SIDEWALK UNDERDRAIN
lllill
1
{CITY STANDARD) M@ iill iill iill iill M iill Iii illi Iii Ill m cw III c-illi 500 S.F.
{NON-STANDARD) 96 S.F.
0-27
7W 33.00'
BW 32.00'
llllmDDU1U~@J1UP!ffflUuhiOOPJirilHllmUiliiliiii 250 S. F.
y y y
-------------------------+, 120 L.F.
RECOP,D DAA\./ING
THIS PLAN SI-IOWS THE FACILITIES I\NDT/JEH\ L0CATICN
l3fl'c,ED ON INFORMATION Fl)JlN15HEP BY Tfi£
CCNTRP,CTOR. RJR FUTURE CONSTRUCTION, THE
L0CA1/0N Of THE OOLITIE5 5H0\JN 0'1 TH IS PLAN
MUST BE VERIFIED IN TiiE FIELD.
DATE
CITY OF CARLSBAD
ENGINEERING DEPARlMENT
GRADING PLANS FOR: .
5035 TIERRA DEL ORO STREET
·-~ARLSBAD, CA 92008
!APPROVED or . LLOYD B. HUBBS
!,A_~~ .,.. ';//-27/c,5
L~l'TY ENGINEE E 23889 flXPIRES 12/31/05 DATE
,:~
DATE INITIAL DATE INITIAL; PROJECT NO. DRAWING NO.
, CV/l(f' ,,Y; ~
ENGINEER OF \,/ORK REVISION DESCRIPTION ENGINEER OF \,/ORK ENGINEER OF \,/ORK
~~V~ BY:
, "i~'1>'1fn::'t~·: 1 I! \._) .,.._ CDP 04-07 DWG 426-tA
-,_
.052705 ·
8" E.S.V.C.P.
0 TIERRA
4)0'
'
+. 36.57'
i
-. ½_~l-~-__ -_-_-_-_---__,~
SDG&E EASEMENT ______,/II: -
BK. 5679 PG. 367 O.R. · !
;_--~z~~
_ _; ~ 1-
, --------
. ... -" "' "'
I ! I
' __ _J
I
I
+
'--"
. "'
U' o.
.
~
(o" 'i ..
-~ ----
+ 36.66'
PROPOSED HOUSE
PAD: 36.90' FF: 37.57'
, . + 36.,...,_ _ ___.
+ 36.66'
7W 37.33' aw 32.40 ·· 1 7W 37.33'
BW 32.40
HOUSE
WALL PLANTER
/EXISTING GROUND
L,..7W 37.33'"-....__
. _[ --------
I ' ' ' -' '
H----trl' CONNECT TO
LOWER PATIO•-t-+t:~=t--. -I -
NOTE: POOL WALL TO BE BUILT PRIOR TO
RETAINING WALL AS SHOWN
• --< ----
...._ _ _.. TF 32. 10
DETAIL A-A
N. T.S.
EXISTING GROUND MINOR WALL FOR PRIVACY
--) 7W 30.17
I
I
I
I
I
I I . I
I
7W 36.25
EX. CONG. RETAINING WALL
NOTE: POOL WALLS PER
SEPERATE PERMIT
---',..-·. POOL ··· · ;-::-------OVERFLOW
✓ IJ BASIN
EXISTING GROUND _>----POOL
POOL WALL--._
(PER SEPERATE PERMIT)
I
I
I
I
I
ff.
I
:.. EX. CONG. RETAINING WALL
+23.80 LIMITS OF POOL
... .. · I, __ .
·' 1---7' MIN---
-;: . -~.
EX. BLUFF
7W 37.57' aw 32.57
--m-_;;;~"" h,:::.' --A "Df,,/irs 6FPo6[ APPROX. UM/TS J
OF TEMP. CUT
. l : ·• . ~ : ' . KEY: DEPTH PENDING
DAYLIGHT REQUIREMENT
S16"28£ ---
_l_c_____,/ ----I.· --.. ._, ~ --..
100,81'
I
P.AC1r1C
I
I
: _/
I ~
\
·•.
• P/L
65.44• . -p/L
Sf6'28£ -• --· -~-k:----S16'28£
_ ..!_00.87' ----
20 0 20 40 60 ~,-...,-..----1 ___ 1---1
Lepp_ert~ En91neenn9
CORPORATION
SCALE: 1" -20'
5190 Governor Drive, Suite 205
San Diego, CA 92122-2848
Phone: (858) 597-2001
Fax: (858) 597-2009
-487. 77 -------
/
G: 36.94'
1.£. 33.10'
--//-----1=1NLE7-"&-::suMP·· ••·· •• · --; PUMP SPECIFICATION
PUMP 1 ~ 1 HP I PUMP/2 ~ 1 HP .
. . PUMP 3 ~ 1y,-frp _________ ,-SUMP !NV-28.0 . -•
0 = 773 GPM
I
10 0 10
PAD: 31.90'
FF: 32.57'
7W 32.00'
.TF27.00.
"INFINITY EDGE" 30.00'
TF 25.00 C PO~L WALL __ _
DETAIL
20 30
SCALE: 1" -1 O'
R.C.E. 26283
7W 33.00'
,.BW 3. .00
~
"" 0
7W 33.00'
BW 32.00
TW 35.90'
EX. RETAINING WALL
DETAIL 8-B
N. T.S.
ff.
I
DETAIL c-c
N. T.S.
ff.
7W 37.33'
· 1 7W 30.00'
POOL PROPOSED NON-STANDARD
RETAINING WALL TW 33.00'
BW 32.00
TW 33.00'
TF 31.00
~--8
TW J0.00'
TF 24.00
TW 30.00'
TF 23.00
7W Jo.oo·-
TF 35.10'
TF 29.50'
:?{ .·:·,:.-~~:.:~.
:r·;
TF 2.00, 1"6, ,24 -CO
30.00' 22.00, ~=-z.4.co DETAIL D-D
7W 30.00' 22.10, Fi,= z.,.f./SO
30.00' r 22.50, ~:.,A-DO
TW 30.00'
TF 23.00 , Ft.' z<i.o0
NEW RETAINING WALL ON ADJOINING
PROPERTY. WORK TO BE DONE BY
SEPERATE PERMIT
DATE
N. T.S.
DATE INITIAL
ENGINEER OF IJORK
PRIVATE STORM DRAIN DA/ii
NO. LENGTH REMARKS
1 28.87' PRIVATE 3• PfC
2 14.92' PRIVATE 3• pi,r:
3 17.06' PRIVATE 3•pi,r:
4 1a20' PRIVATE J"M
5 16.53' PRIVATE 3' PVC
6 12.52' PRIVATE 3• pi,r:
7 119.33' PRIVATE 3" PVC
DATE INITIAL DATE INITIAL
REVISIDN DESCRIPTI□N ENGINEER OF IJ□RK ENGINEER □F IJ□RK
(PER SEPERATE PERMIT}
I, I 'f/1/'t/, e:~SEP \tE{6't+T
DETAIL E-E
N. T.S.
REC.ORD DAA\./ING-
TH IS PLAN SHWS 11-IE FACILITIES ANDTHEIR L<:x:~llON
BASED ON INfORMATION FU~NISHED BY THE
CONTRACTOR. FOR FUTURE CONSTRUCTION, THE
LOCATION OF 11-IE FACIL111E'.:i Sl-loWN ON 11-\IS Pi.AN
MUST BE \l[RIF\EP IN THE FIELD.
~ _ "AS-BUil f'
7/24-/t:;7 ./1 ~HY~ ,, ~ -~ {,' I ---Re Ut$3 xP. -&/1,1 ?,cofJ DATE I l
I REVIEWED BY:
~/,./ .. 1 ,~✓~ DATE
I Sh~et I CITY OF CARLSBAD I S~ets I ENGINEERING DEPARTMENT
GRAD/NC Pl.ANS FOR:
5035 TIERRA DEL ORO STREET
CARLSBAD, CA 92008
APPROVED &r LLOYD 8. HUBBS
/4.& •--~o ~~ .-.r, Cl TY ENGINEE"'PE 2388 -EXPIRES 12131 /05
~~ 7 /4 5
iJ'ATE
DRWN BY: PROJECT NO. DRAWING NO.
CHKD BY:(SY':: CDP 04-07 RVWD BY: DWG 42B-1A
\
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.052705
N
0 -
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)
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
AT (PHONE NUMBER).
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL nMES DURING mE RAINY SEASON. ALL NECESSARY
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCAnONS
TO FACILITATE RAPID CONSTRUCnON OF TEMPORARY DEVICES WHEN
RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOD/RED
w,mour n-1£ APPROVAL OF n-1£ ENGINEERING INSPECTOR.
4. n-lE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO n-lE SAnSFACnON OF THE CITY ENGINEER AFTER
EACH RUN-OFF PRODUCING RAINFALL
5. n-1£ CONTRACTOR SHALL INSTALL ADDmONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER SUE TO
UNCOMPLETED GRADING OPERAnONS OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS
WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDmON.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PIAN SHALL 8£ INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING
DAY.
9. ALL REMOVABLE PROTECTTVE DEVICES SHOWN SHALL 8£ IN PLACE AT
THE END OF EACH WORKING DAY WHEN THE AVE (5) DAY RAIN
PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
1D. ALL GRAY.El. BAGS SHALL 8£ BURLAP TYPE WITH 3/4 INCH MINIMUM
AGGREGATE.
11. SHOULD GERMINAnON OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECnVE COVERAGE OF GRADING SLOPES {90% COVERAGE) PRIOR TO
NOVEMBER 15, n-lE SLOPES SHALL BE STABILIZED BY PUNCH STRAW
INSTALLED IN ACCORDANCE WITH SECnON 35.023 OF THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF
CONSERVAnON, STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRJGAnON
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANnNG AND IRRIGATION SHALL
8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIRCAnONS AND THE FOLLOWING:
A HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL)
OR STEEPER WHEN THEY ARE:
A THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A
PUBUC WALL OR STREET.
8. ALL SLOPES FOUR FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
A NOT SCHEDULED FOR IMPROVEM£NTS {CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DA!S OF ROUGH
GRADING.
8. IDENnAED BY THE PARKS AND RECREAnON DIRECTOR AS
HIGHLY VISIBLE TO THE PUBLIC.
C. HAVE ANY SPECIAL CONDmON IDENTIAED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE Win-I n-1£
FOLLOWING CRITERIA:
1. All SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
A. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY
HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR
A CONVENnONAL S!STEM OF LOW PRECIPITATION
SPRINKLER HEADS PROVIDING 1DO% CO!tcRAGE
8. GREATER THAT 8 FEET IN HEIGHT SHALL BE WATERED BY
A CONVENTIONAL S!STEM OF LOW PRECIPITATION
SPRINKLER HEADS PROVIDING 100% COVERAGE
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS
APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING.
THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO
PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL
SHALL BE SPEC/AC REGARDING THE NUMBERS, TYPES AND
COSTS OF THE ELEMENTS OF THE PROPOSED S!STEM.
3. !RR/GA TION SHALL MAINTAIN THE MOISTURE LEY.El. OF THE SOIL
AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED
GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
A. 20 LBS. PER ACRE OF ROSE CLOVER
8. 20 LBS. PER ACRE OF ZORRO FESCUE
C. 3 LBS. PER ACRE OF £ SCHOOL CIA CALIFORNICA
D. 4 LBS. PER ACRE OF ACH/LLEA M/LLEFOL!A
E 3 LBS. PER ACRE OF Al!SSUM {CARPET OF SNOW)
F. 1/2 LB. PER ACRE OF DIMORPHOLECA
G. ITEMS C, D, £, AND F OF THIS SUBSECTION MAY 8£
OMITTED ON LOCAnONS WHERE mE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
Lepp_ert/H Eng1neenng
5190 Governor Drive, Suite 205
San Diego, CA 92122-2848
Phone: (858) 597-2001
Fox: (858) 597-2009 CORPORATION
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH
A NITROGEN AXING BACTERIA AND APPLIED DRY EITHER
BY DRIWNG OR BROADCASTING BEFORE HYRDOSEEDING.
I. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO THE
JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
DEPARTMENT OF FOOD AND AGRICULTURE CERTIRCAnON
TAG ATTACHED TO, OR PRINTED ON SAID CONTAIN.
J. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO
THE HYDROSEED SLURRY AT THE DESCREnON OF THE
CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000
LBS. PER ACRE TYPE 6 MULCH {STRAW} MAY BE
SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPUED ABER
MATERIAL WHEN STRAW IS USED IT MUST 8£ ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
16-20-0, WITH 15% SULFUR APPLIED AT THE RATE OF 500
LBS. PER ACRE
D. AREAS TO 8£ HYDROSEEDED SHALL 8£ PREPARED PRIOR TO
HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A
COMB/NATION OF:
A. TRACK WALKING SLOPES STEEPER THAN 6:1.
8. HARROWING AREAS 6:1 OR FLATTER THAT ARE
SUFACJENTL Y FRIABLE
C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A
OR 8, ABOVE
2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR
PLANTING BY:
A. ADJUSnNG THE SURFACE SOIL MOISTURE TO PROVIDE A
DAMP BUT NOT SATURATED SEED BED.
8. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING SAUNE SOILS TO PROVIDE VIABLE
CONDITIONS FOR GROWTH.
E HYDROSEEDED AREAS SHALL BE MAINTAINED TO PRIVED A VIGOROUS
GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDROSEEDING JS THE PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED AND ALL BONDS RELEASED.
DESCRIPTION
SILT FENCE
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
HYDROSEED
LEGEND
BOLF
N/A
70
< 500 SF
HOUSE PAD
EL£: 36.90'
PAC/AC /
----OCEAN / A _ __,, LOWER DECK
£LE: 31.73'
DETAIL A-A'
SYMBOL
o O O O O 0
P/L Gj
(ROW} Cl l;j
I l,J ~~ ~ eil:;; _,
&1 ~Cl ,-Jg§ ::, u u
A'
DA TE INITIAL
ENGINEER □F IJ□RK
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PROPOSED HOUSE
PAD: 36.90'
FF: 37.57'
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PAD: 31.90' FF: 32.57' n -
DATE INITIAL DATE INITIAL
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,,.-,/2../47
DATE
I ShJeet I L __ a_TY __ OF_c_A_R_LSB_AD __ _j ENGINEERING DEPARlMENT
EROSION CONTROi. PLANS FOR:
5035 TIERRA DEL ORO STREET
CARLSBAD, CA 92008
APPROVED 6 f' LLOYD B. HUBBS
.;
EXPIRES 12/31 /05
DRWN BY: PROJECT NO. DRAWING NO.
CHKD BY:~ ,
REVISION DESCRIPTION ENGINEER □F IJ□RK ENGINEER OF IJ□RK RVWD BY:~ CDP 04-07 DWG 426-TA
)
052705