HomeMy WebLinkAboutDWG 421-9A; HDP 02-10; DUNN RESIDENCE; 01-08,
GRADING 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 SHD'w'N ON THIS SET OF PLANS.
2, APPROVAL OF THIS PLAN DOES NOT LESSEN OR 'w'AIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS DR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS 'w'HEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER DR ENGINEER-OF-
'w'DRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND DMISSIDNS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIDNS SHALL BE PRDMPTL Y
SUBMITTED TO THE CITY ENGINEER FDR APPROVAL.
4. A RIGHT-OF-'w'AY PERMIT FROM THE CITY ENGINEER 'w'ILL BE REQUIRED FDR ANY
'w'DRK IN THE PUBLIC RIGHT OF 'w'AY. PRIOR TD 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 FDR EACH OCCURRENCE OF LIABILITY, THE INSURANCE COMPANY
'w'RITING THE POLICY MUST HAVE A RATING OF 'A' DR BETTER AND A SIZE
CATEGORY OF CLASS V DR BETTER AS ESTABLISHED BY 'BESTS' KEY RATING GUIDE,
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING 'w'ALLS OUTSIDE OF PUBLIC RIGHT OF 'w'AY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO 'w'DRK 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
'w'DRK DR GRADING TD BE PERFORMED UNTIL THE PROPERTY D'w'NER'S PERMISSIDN
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIDNS 'w'ILL BE MADE TO THESE PLANS 'w'ITHOUT THE 'w'RITTEN APPROVAL
OF THE CITY ENGINEER, NOTED 'w'ITHIN THE REVISIDN BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRA'w'INGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER,
10. THE ORIGINAL DRA'w'ING SHALL BE REVISED TD REFLECT AS-BUil T CONDITIDNS
BY THE ENGINEER-OF-'w'ORK PRIOR TO FINAL ACCEPTANCE OF THE 'w'ORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TD
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12, 'w'HERE TRENCHES ARE 'w'ITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF• (A) SUMMARY SHEET, <B) LABORATORY 'w'ORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT 'w'ILL BE SUBMITTED TD THE CITY ENGINEERING
INSPECTOR 'w'ITHIN T'w'O 'w'ORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13, A SDILS 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 OBSERVATION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL DR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE 'w'ITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTH'w'ORK SPECIFICA TIDNS ' ATTACHED TD THE PRELIMINARY SOILS
INVESTIGATION, DAILY FIELD COMPACTION REPORTS 'w'ILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECDNSTRUCTI□N MEETING $HAI I BE Hfl D AT THE SUE PRIOR TD THE
BEGINNING Of V□RK AND $HAI I BE ATTENDED BY Al I REPRESENTATIVES
RESPONSIBLE FDR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS DE THE YORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK<760-438-389D AT LEAST FIVE<5) \,'DRKING
DAYS PRIDR TO STARTING CDNSTRUCTIDN. APPROVED DRA'w'INGS MUST BE
AVAILABLE PRIDR TO SCHEDULING. THE GRADING PERMIT 'w'ILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FDR PRECDNSTRUCTI□N MEETING 'w'ILL BE
MADE BY CAI I ING THE ENGINEERING 24 H□IIR INSPECTION REQIIEST LINE AT
760-438-3891.INSPECTIDN REQUESTS MUST BE RECEIVED PRIDR TD 2,00 P,M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS 'w'ILL BE MADE
THE NEXT 'w'DRK DAY UNLESS YOU REQUEST OTHER'w'ISE. REQUESTS MADE AFTER
2,00 P.M. 'w'ILL BE SCHEDULED FDR T'w'O FULL 'w'ORK DAYS LATER.
16, THE D'w'NER AND/DR APPLICANT THROUGH THE DEVELOPER AND/DR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SDLEL Y RESPONSIBLE FOR CONFORMING TD ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA'w'S AND REGULATIONS.
17, THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TD THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO'w'ING
THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROVISIDNS TD BE MADE
OF 'w'ORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH DR TRENCHES DR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET <5') DR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/DR CONCERNED
AGENCY PRIDR TO EXCAVAT[□N. IE THE Pl AN VARIES FROM THE SHnRING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
ENGi EER AT THE CDNTRAC DR XPENSE. A COPY OF THE OSHA
EXCAVATI PERMIT MUST BE SUBMITTED TD THE INSPECTOR PRIDR TO
EXCAVATI •
18, NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBIT APPLICA TIDN FDR BLASTING
PERMIT 'w'ELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'w'ITHIN ANY 'w'DRK AREA
DURING CONSTRUCTION, DPERATIDNS 'w'ILL CEASE IMMEDIATELY, AND THE
PERMITTEE 'w'ILL NOTIFY THE CITY ENGINEER. DPERATIDNS 'w'ILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED 'w'RITTEN AUTHORITY FROM THE CITY
ENGINEER TD DO SD.
20. ALL OPERA TIDNS CONDUCTED ON THE SITE DR ADJACENT THERETO, INCLUDING
'w'ARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TD THE PERIDD BET'w'EEN 7,00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND ND EARTHMOVING DR GRADING
OPERATIONS SHALL BE CONDUCTED ON 'w'EEKENDS DR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER,)
21. ALL OFF -SITE HAUL R T HAL E SUBMITTED Y THE CONTRACT □ TD THE
CITY ENGINEER F R APPROVAL T'w'O FULL 'w'DRKING DAYS PRIDR TD BEGINNING OF
'w'DRK.
22' 1~t~~~1rtriE:f~~ SS~~~L A~~RgtTtJN~~ f~gM, C~~~ "tJJI~EE~~TE;8~L c5~~~~CT~~
SHALL BE RESPDNSIBlE FOR ANY DEBRIS DR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23, BRUSH SHALL BE REMOVED □NL Y 'w'ITHIN THE AREA TD BE GRADED. NO TREES ARE
TD BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN,
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF
'w'ATER IS NOT PERMITTED. ALL EARTHEN S'w'ALES AND DITCHES SHALL HAVE A
MINIMUM □NE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TD A SIGNED AND APPROVED SET OF ERDSIDN
CONTROL PLANS. ERDSIDN CONTROL SHALL BE AS SHO'w'N AND AS APPROVED BY
. THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TD A FINISH GRADE TD PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS DR 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
\v'ITHIN TEN <10) DAYS OF THE TIME 'w'HEN EACH SLOPE IS BROUGHT TO GRADE
AS SHD'w'N ON THE APPROVED GRADING PLANS.
28, LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE APPROVED SLOPE REVEGETATI□N
PLANS AND /OR AS DIRECTED BY THE CITY ENGINEER DR PLANNING DIRECTOR.
29. THE D'w'NER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE
\v'DRK OF THESE GRADING PLANS 'w'ITH THAT SHD'w'N ON APPLICABLE LANDSCAPE AND
IRRIGATION PLANS, SLOPE REVEGETATION PLANS AND IMPROVEMENT PLANS AS REQUIRED
FDR THIS 'w'DRK IN ACCORDANCE 'w'ITH THE LANDSCAPE MANUAL TIME REQUIREMENTS
OR AS DTHER'w'ISE DIRECTED BY THE CITY ENGINEER DR PLANN!Nq DIRECTOR.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 'w'ITH A MINIMUM
D-LDAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TD 15' PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 'w'ITH 3/ 4'
ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD 3034 FDR
SDR 35 SOLID 'w'ALL PIPE.
31. 'w'HERE AN EXISTING PIPE LINE IS TD BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED 'w'ITHIN T'w'ENTY FEET OF BUILDING
DR STREET AREAS AND REPLACED 'w'ITH PRDPERL Y COMPACTED SOILS. IN OTHER
AREAS THE PIPE 'w'ILL BE PLUGGED 'w'ITH CONCRETE DR REMOVED AS APPROVED BY
THE CITY ENGINEER. EX. 4" P.C.C. -SIDEWALK
10'
4.5' 5.5'
2% -V I
60' R/W
30' 30'
20' 20·
~
-2.00% 2.00%~ -
EX. TYPE "G" CURB_.
AND GUTTER
TYPICAL SECTION-HIGHLAND DRIVE
10·
5.5' 4.5
-?2i
1sfc 4• 1
DEW
P.C.C.
AU<
WORK TO BE DONE
THE GRADING 'w'DRK SHALL CONSIST OF THE CD~STRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, ERDSIDN CONTROL FACILITIES, AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHO'w'N OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING 'w'ORK SHALL BE PERFORMED IN ACCORDANCE \,'ITH THE FOLLD'w'ING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS 32, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
<ABOVE GROUND AND UNDER GROUND) 'w'ITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TD PERMIT THE REVISIDN OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 'w'ITH THE PROPOSED
'w'DRK.
EX. TYPE "G" CURB
AND GUTTER NOT TO SCALE 4, PC RESOLUTION NOS. 5611 8. 5612, DATED APRIL 21, 2004
5. THE STANDARD SPECIFICA TIDNS FDR PUBLIC 'w'DRKS CONSTRUCTION <GREEN
BOOK). 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES <SEE BELD'w') AT
LEAST 2 FULL 'w'ORKING DAYS PRIDR TD STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE 'w'DRK 'w'ITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGB,E
1-800-422-4133
760-660-7343
800-892-0123
760-438-7741
760-434-2980
760-438-2722
SBC
ADELPHIA COMM.
CITY OF CARLSBAD(STREETS 8. STORM DRAIN)
"CITY OF CARLSBAD <SE'w'ER,'w'ATER 8. RECLAIMED 'w'ATER)
"SAN DIEGUITD 'w'ATER DISTRICT
" LEUCADIA COUNTY 'w' ATER DISTRICT
"VALLECITDS 'w'ATER DISTRICT
"OLIVENHAIN 'w'ATER DISTRICT
" BUENA SANIT A TIDN DISTRICT
760-633-2650
760-753-0155
760-744-0460
760-753-6466
760-726-1340
,. AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS•
A. FDR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SDILS ENGINEER, AND/DR GEOLOGIST TD GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE 'w'DRK IN PROGRESS (15.16,120,8}
CARLSBAD MUNICIPAL CODE.
B, PRIOR TD FINAL APPROVAL OF A GRADING PERMIT-THE FDLLD'w'ING
REPORTS MUST BE SUBMITTED TD THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120.9 g. 10) CARLSBAD MUNICIPAL CODE•
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGA TIDN ARE INSTALLED IN CONFORMANCE 'w'ITH CITY
CODE AND THE APPROVED PLANS <OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT>.
<2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SDILS ENGINEER, 'w'HICH 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 'w' AS DONE IN ACCORDANCE 'w'ITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT 'w'ITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FDR THIS PROJECT IS ISSUED 'w'ITHIN ONE <D
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES 'w'ILL BE REQUIRED FDR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED 'PLAN REVIE'w' GEDTECHNICAL UPDATE REPORT, LOT
AT NORTH TERMINUS OF HIGHLAND DRIVE, CARLSBAD, CALIFORNIA', PREPARED BY
VINJE g. MIDDLETON ENGINEERING INC., DATED OCTOBER 1, 2003 SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE 'w'ITH THE RECOMENDATIDNS AND SPECIFICATIONS CONTAINED
IN SAID SOILS REPORT.
37, 'w'HEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
38, ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS 'w'DRK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF 'w'DRK FDR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PRDFESSIDNS CODE, AND THAT THE DESIGN IS
CONSISTENT 'w'ITH CURRENT STANDARDS,
I UNDERSTAND THAT THE CHECK OF PROJECT DRA'w'INGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF 'w'DRK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM, AQUATERRA ENGINEERING INC.
ADDRESS• 1843 CAMPESINO PLACE
CITY, STATE• DCEANSifo/{' .A _9~4 /'
TELEPHONE• 760-439;' 2 ~ / /
BY• ~ tA,.¥'1... GARY LP A /
R.C.E. N□., 23080
REGISTRATION EXPIRATION DA TE• 12/31/05
DATE,
SOILS ENGINEER'S CERTIFICATE
I, DENNIS MIDDLETON, A REGISTEREO GEOTECHNICAL
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 'w'ITHIN THIS
SITE WAS MADE BY ME DR UNDER MY DIRECTION BET'w'EEN THE DATES OF
OCTOBER 23, 1987 AND NOVEMBER 7, 1987, PROJECT ND. #03-387, T'w'D
COPIES OF THE SDILS REPORT COMPILED FROM THIS STUDY, 'w'ITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTEG THE OFFICE OF JHE €IT/
ENGINEER. , . -,( ~ _ ,---CJ)
VINJE ~ MIDDLETON ENGINEERING, INC. SIGNED• (/ d <----'-._-...:.-~ ' ss
2450 VINEYARD AVENUE, SUITE 102 S MEHDI~ SHARIAT DATE ff21 t,1JA54i,~V~ ESCONDIDO, CA 92029 ' ~ '>-~ «::
TELo 760-743-1214 RCE 46174 EXPIRES 12/31/06 ~:Ji~ \\1 E:.·,:;:~ ~ ~
SIGNED, ~~.,/1}~.!..!_~~~~------h
DENNIS MIDDLETON DA TE
RG 6953 EXPIRES 5/31/07 9/,o/a *
EARTHWORK QUANTITIES
CUT FILL
EXCAVATION (RAW): ................. 4097. C.Y ..
EMBANKMENT (RAW):................... . ......... 6510 C.Y .... .
PAVEMENT SECTION:. J"AC./6."A.B. .. 27 .. C.Y ...
TOTALS:.. .. . 4124 C.Y, ..... 6510 .. C.'C .
IMPORT: .... 2.366 C-Y-
REMEDIAL EARTHWORK QUANTITIES
REMOVAL AND RECOMPACTION 1 D,000± C.Y.
THE EARTH'w'□RK QUANTITIES SHD'w'N 'w'ERE CALCULATED BASED DN THE
PRISMDIDAL (CONTOUR SLICD METHOD, THE QUANTITIES INCLUDE
CONCRETE BUILDING SLABS, STREET PAVEMENT AND BASE <RA'w') VOLUMES,
THE EARTH'w'DRK QUANTITIES SHD'w'N DD NOT ACCOUNT FDR THE IMPACTS
OF THE FINAL EARTH MOVING QUANTITIES OF THE FDLLD'w'ING ITEMS.
I) SHRINK DR S'w'ELL OF THE NATIVE DR IMPORTED MATERIAL
2) EXCAVATION OF BUILDING AND COLUMN FOOTINGS
3) SPDIL MATERIAL CREATED FROM PIPE TRENCHING
4) PLACEMENT OF LANDSCAPING TOP SOILS
THE CONTRACTOR SHALL PREPARE SEPARATE EARTH'w'DRK QUANTITY
CALCULATIONS PRI□R TD BIDDING AND SHALL BASE HIS/HER BASE BID
EXCLUSIVELY ON HIS/HER D'w'N CDMPUTA TIDN,
OWNER'S CERTIFICATE
I ('w'E) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER DR
GEOLOGIST HAS BEEN DR 'w'ILL BE RETAINED TD SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE, /;/4 ~~~ '7-~-0,
VILLA REAL Af'ARETS #9
2701 AVENIDA DE IT A /
CARL;SBAD, CA 92 08
TEL• 760-845-4503
£GAL DESCRIPTION
JIMM DUNN
PORTION OF N'w' 1/4, SE 1/4, SECTION 31, TilS R4'w' S.B.M
DATE
CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
AND AS DESCRIBED ON BOUNDARY ADJUSTMENT PLAT ND. 'ADJ 466'
APNt 156-051-24 ~--;• ''.';
' SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHD'w'N ON THESE PLANS 'w'AS GENERATED BY FIELD AND AERIAL
SURVEY METHODS FROM INFORMATION GATHERED BY
PHDT
TOP□
ACCU
D GEODETIC CORP. ON MAY 1, 2003, PROJECT
GRAPHY SHD'w'N HEREON CONFORMS TD
RACY STANDARDS.
JECT LOCAT/Ot:J
NM□. 308003
NATIONAL MAP
PRO
THIS
APN•
THE
PROJECT IS LOCATED 'w'ITHIN ASSESSORS PARCEL NUMBER•
156-051-24
CALIFORNIA COORDINATE INDEX OF THIS PROJECT rs,
N 36 8, E 1660
-BEN CH MARK
RIPTION• DESC
LDCA
RECD
ELEV
CITY OF CARLSBAD CONTROL MONUMENT #86,
#127, #128 o.nd #139 AS SHD'w'N ON RDS 17271
TION•
RDED• NGV!l ~9
ATIDN• PER ROS 17271 DATUM• M.S.L.
CARLSBAD MUNICIPAL WATER DISTRICT
d. ,,f 1,(/ ?/t;f/4r/
ROBERT l WOJCIK DATE ,
DEPUTY ~TY ENGINEER R.C.E. 33698
DATE INITIAL
ENGINEER OF WORK
6. SOILS REPORT AND RECOMMENDATIONS BY VINJE 8. MIDDLETON ENGINEERING INC.
DATED OCTOBER 1, 2003, PROJECT ND. 03-387-P
7. THE SAN DIEGO REGIONAL STANDARD DRA'w'INGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8, COASTAL DEVELOPMENT PERMIT• P.C. RESOLUTION ND. 5613, DATED APRIL 21, 2004
9, STORM 'w'ATER MANAGEMENT PLAN BY AQUATERRA ENGINEERING INC., DATED JULY 22, 2004
10. CALIFORNIA STORM'w'ATER QUALITY ASSOCIATION, BEST MANAGEMENT PRACTICE CONSTRUCTION
HANDBOOK AND THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION CONSTRUCTION
SITE BEST MANAGEMENT PRACTICES <BMP) MANUAL.
11. REFERENCE SLOPE REVEGETATIVE PLAN DATED ___________ _
LEGEND
THE QUANTITIES LISTED BELOIJ ARE PROVIDED FOR REFERENCE □NL Y AND DOES NOT RELIEVE THE CONTRACTOR FROM
COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED IJITH THE IMPROVEMENTS REQUIRED
FOR THIS PROJECT.
DESCRIPTION D'w'G.ND. SYMBOL
BR□w' DITCH BR□w' DITCH PER S.D.R.S.D. D-75 <TYPE B ~D) ~> ► ►
MODIFIED BRO\./ DITCH DETAIL 'C' ON SHEET 2
STORM DRAIN PIPE (ASTM D3350 DR APPROVED EQUAU SIZE AS SHO\JN ON PLAN -------------------
PRVATE DRAINAGE JUNCTION BOX
PRIVATE CATCH BASIN
SEE DETAIL 'A' ~ 'D" ON SHEET 2
DETAIL 'B' ~ 'F' ON SHEET 2
□ a
KEYSTONE MODULAR RETAINING STRUCTURE <BY SEPARATE PERMIT)
MASONRY R£TAINING WALL (BY SEPARATE PERMIT)
EXISTING CONTOURS
PROPOSED CONTOURS
DAY LIGHT LINE
GRAVEl BAGS (CHEVRON)
GRAVEL BAGS (BERM)
STABILIZED ACCESS
SILT FENCE
S.D.R.S.D. C-1 &: C-3
---~-........
DETAIL "M" ON SHEET 8
DETAIL "N" ON SHEET 8
-~-(60) ------
~65----
cc• , • x7t , • 1::o:::;>
0
DETAIL "TC-1' Of BMP MANUAL
DETAIL "R" ON SHEET B · 0---<0>---'-0---
QUANTITY
100 LF.
347 LF.
407 L.F.
2 EACH
14 EACH
2657 S.F.
455 S.F.
380 EACH
196 EACH
280 S.F.
440 LF.
IGHLAND DR
¥DURELL AVE,
LAS FLORES DR.
VICINITY MAP
NO SCALE
CIVIL ENGINEERING * LANO PLANNING ~ti erra Engineerina Inc.
1843 Campesino. PYa.ce
Oceanside, CA 92054
ele: (760) 439-2802 · ·
Fax: (760) 439-2866
SHEET INDEX PLANNING DEPARTMENT APPROVAL "~JlL T" I TITLE SHEET, NOTES Ji :; 2 NOTES AND DETAILS ~~,;&. DATE:'l /!+lot ,.. /~., · Y!_ 7/7/o? 3 GRADING PLAN
4 GRADING PLAN AND CROSS-SECTIONS
5 RETA IN ING IJ ALL PLAN MlCHAEL I. HOLZl!ILLER. PLANNING DIRECTOR RcE ,1d' 811 EXP. 1z[1, l 6) · DATE ~ ~ DATE: 9/1,'j~tf 6 RETAINING IJ ALL PLAN ·,
7 EROSION CONTROL PLAN REVIE'w'ED BY• 8 EROSION CONTROL NOTES AND DETAILS (SIGN )
RECOMllENDED BY: fJn11e. 1/vs.o /I.if Jlf-=---J .J W"l~loj
(PRINYNAIIE) SPECTOR DATE
I SH~ET I CITY OF CARLSBAD rn ENGINEERING DEPARTMENT :
GRADING PLANS FOR:
.
DUNN RESIDENCE
2200 HIGHLANJ) DRIVE
APPROVED LLOYD 8. HUBBS ~, ~ .. ~ •,:~ ---1r""""~ . 'J'/4$.k~ CITY ENGi NEE~ PE 2.388 -EXPIRES 12/31 /05 DA TE
/1, OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: HDP 02-10/CDP 02-42 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: j~f<: 421-9A
PLOT DATE; ~/06/04
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SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE
CONTRACTOR BY THE ENGINEER OF WORK. THE CllY ENGINEER'S
SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF
THESE SPECIAL NOTES AND THE CllY Will NOT BE RESPONSIBLE
FOR THEIR ENFORCEMENT.
1) NEITHER THE OWNER NOR THE ENGINEER OF WORK Will ENFORCE
SAFElY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN,
CONSTRUCT, AND MAINTAIN All SAFElY DEVICES, INCLUDING SHORING
AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL,
STATE AND FEDERAL SAFElY HEALTH STANDARDS, LAWS AND
REGULATIONS.
2) CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE
EXISTING UNDERGROUND FACIUTIES SUFFICIENTLY AHEAD OF CONSTRUCTION
TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY
BECAUSE OF NEW WORK.
3) CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
PROTECT THE UTIUlY LINES SHOWN HEREON AND ANY OTHER EXISTING
LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
4) CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC CO. PRIOR
TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE
HIS WORK WITH COMPANY REPRESENTATIVES.
5) CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE CO. PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES.
6) CONTRACTOR SHALL NOTIFY THE ADELPHIA COMMUNICATIONS. PRIOR TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK
WITH COMPANY REPRESENTATIVES.
7) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILllY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFElY OF ALL PERSONS
f-I
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f-I 0
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0 I 0.. X z w " iii "' w
0 I
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KEYSTONE 8" CAP UNIT
8" MIN LOW PERMEABLE SOIL
!!!J; I l .
WALL "B" !
KEYSTONE COMPAC II U;~ 1 I 0
L~xi~JFRRCED c:: I D 'W K LL7 w I (/) 6' OFFSET . I 0 ! 0.. I
X 641 1
UNIT CORE FILL w r ~¾: 4" CRUSHED I "' CK OR STONE)
I I I FINISHED GRADE
I GRID LENGTH I KEYSTONES" CAf' UNIT~ @ ~~ I I /RETAINED SO I I ' ! " , (,<v r------PERFORATED DRAIN PIP9 '\ I
KEYSTONE COMPAC II UNIT l ' , I I ~CRUSHED STONE LEVELING PAD
WALL "A" I I
1 I 641. I I
L ~x~tR1t1D ~APPROXIMAT E
LINE l I EXCAVATION
""'"'° ""? ' I
I GRID LENGTH
I I I
11 L GEOGRID TO BE INSTALLED / PER GEOTECHNICAL REPORT
/ I , , _/ ---------
GROUT AROUND ALL
PIPE OPENINGS FOIR..--~
\,/ATER TIGHT JOINTS
--STEEL PARKWAY COVER
BROOKS PRODUCTS
MODEL 2424
____ SPECIAL ORDER KNOCKOUT
DIMENSIONS TO MATCH
CONNECTING PIPE SIZE(S)
NOTE• GROUT AROUND PIPE ✓!'7.l~ TO FORM \,/ATER TIGHT JOINT
.:::::_: 1'
6
PAINT NOTE• ALL STEEL COVERS SHALL BE CLEANED, PRIMED
AND PAINTED BLACK \,/ITH URETHANE PAINT PER
SECTION 310-2 OF THE STANDARD SPECIFICATIONS FDR
PUBLIC l,IDRKS CONSTRUCTION.
JUNCTION BOX
ND SCALE
AND PROPERlY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS FROM ANY
AND All LIABILllY, REAL OR ALLEGED, IN CONNECTION WITH THE
CRUSHED STONE LEVELING PAD I"-PERFORATED DRAIN PIPE
PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILllY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
8) THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT All
WATER UTIUTIES AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH
THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR
FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION
BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (760)
439-2802. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS
TO PROTECT ANY ADJACENT PROPERlY FROM HIS OPERATIONS BY
APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING
BASIN, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE PROJECT
IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER,
AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR
MAINTENANCE.
KEYSTONE WALL NOTES
INSTALLATION
KEYSTONE WALL UNITS SHALL BE PLACED AS SHOWN IN THE INSTALLATION SECTION OF THE
"KEYSTONE CONSTRUCTION MANUAL" AS FURNISHED BY KEYSTONE RETAINING WALL SYSTEMS.
LIFTS OF REINFORCE BACKFILL SHALL BE LIMITED TO 8" AND SHALL BE PLACED AND VIBRATED
TO THE ELEVATION SHOWN FOR THE NEXT GRIO LAYER. 3/4" ROCK WITHIN THE UNITS AND
WITHIN THE 24" AREA SHOWN ON THE SECTION (P/2) SHALL BE PLACED CONCURRENTLY WITH
THESE LIFTS. COMPAC II UNITS SHALL BE USED WHERE SHOWN.
FRONT PIN POSITIONS SHALL BE USED ON ALL KEYSTONE ELEMENTS.
GEOGRID, AS SPECIFIED, SHOULD BE PLACED AT THE ELEVATIONS AND LENGTHS AS SHOWN ON
THE SECTION DRAWING, FOLLOWING THE PROCEDURE CALLED OUT IN THE GEOGRID INSTALLATION
SECTION OF THE "KEYSTONE CONSTRUCTION MANUAL".
MATERIALS
FACING MATF;RIAL SHALL BE KEYSTONE UNITS AS COVERED IN I.C.B.O. ER4599, DATED MAY 1, 1997
AS GRADE N, lYPE 1 PER UBC STANDARD 21-4, WITH 28 DAY COMPRESSION OF 3000 PSI AND
MAXIMUM WATER ABSORPTION OF 8 %. UNITS SHALL BE COMPAC II AND CAP UNITS AS SHOWN ON
THE SECTION (P /2), COLOR BY OWNER. TOP UNITS SHALL BE a• CAP UNITS AS SHOWN ON THE
WALL SECTION AND SHALL BE PLACED USING AN APPROVED CONSTRUCTION ADHESIVE, ON ONE
SIDE ONLY OF THE LOWER UNIT, IN ADDITION TO THE REGULAR PINS.
GEOGRID MATERIAL SHALL BE STRATA-GRID 200 AND STRATA-GRID 300 AS INDICATED.
PIPING SHOWN SHALL BE 6" PVC AND 4• PERFORATED PVC.
,SPECIAL INSPECTION
SPECIAL INSPECTION IS REQUIRED FOR THE CONTROL OF THE COMPACTION IN THE REINFORCED
ZONE AND THE PLACEMENT OF FACING UNITS AND GRID.
A ~ERTIFICATE OR SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE
COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION.
,-----------
' PROJECT BOUNOAR
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KEY
CIVIL ENGINEERING * IJ..ND PIJ..NNING 6J_Y®8/terra Engineerina Inc.
<..
CONSTRUCT/ON LEGEND
@ MODIFIED BRO\,/ DITCH PER DETAIL 'C' ON SHEET 2
{J) 12'X 12' CATCH BASIN PER DETAIL 'F' ON SHEET 2
SECTION "p" -"p"
TI£R£D MODULAR \/ALL S£CTION
COMPAC [I UNIT -NEAR VERTICAL SETBACK·
NO SCALE
i---19•·---
Compac II Plan
MOD!fl[D BRO'w' DITCH PER
DETAIL 'C' ON THIS SHEET
TG <AS Sl-ll'w'N)
6' DIA. LONG
RADIUS BEND * Dimensions May Vary
by Region CATCH BASIN DRAIN PIPE PRIVATE
4' MIN. WIDTil
,--NOS 6• CAST IRON GRATE
CONCRffi PAVEMENT
J NOS DURA CHANNEL DRAIN PRIVATE)
2 NOT TO SCALE
NOT TD SCALE
-,_rEXISTING GRADE
----....__ ,..__HOV
-------------z-------6' PVC DRAIN ~
SIDE VIE\,/
.,
,--,eINISH
/ uRADE
',,,
CONCRETE HEAD
NO SCALE
• ,1 SIDE SLOPE ru 2•1 SIDE SLOPE
MIRAfl 100X FABRI
3' THICK LAYER OF I' TD 1-1/2' GRAVEL
2Y. SLOPE ON NATIVE MATERIAL
DETAIL: ENERGY DISSIPATER (PRIVATE)
NO SCALE
BENCH MARK
DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT #86,
11127, 11128 o.nd 11139 AS SHOl,IN ON ROS 17271
LOCATION• ________________ _
FACE VIE\,/
WALL (PRIVATE)
/1\
DATE INITIAL
EXISTING GRADE
GROUT AROUND ALL
PIPE OPENINGS FOi~-.!,'!'-1/f:::-'I. '
\,/ATER TIGHT J □INTS --::f.
~STEEL PARKWAY COVER
111111 _ :,;;1//f'~I/$
~/~ BROOKS PRODUCTS ~ MODEL NO. 2424 ;,: f SPECIAL ORDER KNOCKOUT
NOTE• GROUT AROUND PIPE DIMENSIONS TO MATCH ~/;--::::-CONNECTING PIPE SIZE(S) TO FORM WATER TIGHT J □INT ~--1,.J
FOUNDATION TO BE
INSTALLED ON NATIVE
MATERIAL OF FILL.---
MIRAFI 1 OOX FABRIC
COMPACTED AT 951/. _ _, TONE (3L4" TO 1-1/2" OMINA[ DIAMETER)
PAINT NOTE• All STEEL COVERS SHALL BE CLEANED, PRIMED
AND PAINTED BLACK \,/ITH URETHANE PAINT PER
SECTION 310-2 OF THE STANDARD SPECIFICATIONS FDR
PUBLIC l,IORKS CONSTRUCTION.
JUNCTION BOX WITH FILTRATION MEDIA
ND SCALE
• (\J
I IN LINE CONNECTION
NOT TO SCAl.[
• (\J
I END CONNECTION
NOT TO SCALE
TYPICAL PLASTIC CATCH BASIN
NO SCALE
STEEL TRAFFIC GRATE
1/2' THICK
EXPANSJ □
JOINT FILLE RETAINING 'w' ALL FILLER SECTION
\/HEN NEAR RETAINING VALL
RETAINING I/ AL
'w'HERE SHO\/N
FOR OTHER SPECIFICATIONS AND
MODIFIED BROW DITCH PRIVATE
NO SCALE
JI. II~
LT"
'"'~~'"'"'" cc I. AA 7/2/02
(xPIU1do~ _J __ ~ .:'.1. ----~-□ATEJ/4j~_t/-RCE -Z1 'J DATE
GARY L SKA RCE 23080 EXPIRES 12/31/05 REVIEl,IED BY,
""-.,~ LM....L""'-.J..,n "Ls{9.'J
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
DUNN RESIDENCE .
2200 HIGHLAND DRIVE
.
APPROVED LLOYD B. HUBBS b'Y
d· <' ,,~ ~~ 4¥.dol/
CITY ENGINEE PE 2388 ,c_ EXPIRES 12131 /05 -DA TE
OWN BY: DATE INITIAL DATE 1Nl11AL PROJECT NO. DRAWING NO.
>
'
~ 1843 Campesino Pkce ~ Oceanside, CA 92054
~~ Tele: (760) 439-2802 RECORDED• ~N~G~Y~P~2_9'--------------ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL
CHKD BY: HDP 02-10/CDP 02-42 421-9A 1 CITY APPROVAL RVWD BY: D'-Jt. Fax: (760) 439-2866 ELEVA TION• PER ROS 17271 DATUM• M.S.L.
PLOT DATE: 9/06/04
• 7[iJ
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N ~ s, t3 00 ~
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Seo.lei 1' = 10'
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CIVIL ENGINEERING * LAND PLANNING ~ ~ erra Engineerina Inc.
1843 Campesino PYace
Oceanside, CA 92054
ele: (760) 439-2802
Fax: (760) 439-2866
C: \DWG12\CLSB-IP .OWO
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NOTES
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----
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1) ALL PVC DRAINA9.f PIPES SHALL CONFORM TO ASTM 03350, CELL CLASS 324420C (4' -10' DIA) & 335420C /12'-1~• DIA.\
"SURE-LOK f477 AS MANUFACTURED BY HANCOR INC: MSHTO M252, TYPES (4"-10") AND MSHTO M294, TYPES (12"-1$")
2) LENGTHS Of DRAINAGE PIPE ARE FROM CENTER Of STRUCTURE TO CENTER Of STRUCTURE
3) CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION or EXISTING UNDERGROUND
VATER, SEVER AND STORM DRAINAGE SYSTEMS PRIOR TD TRENCHING FOR NEIi
CONNECTING FACILITIES, IN THE EVENT ACTUAL LOCATION VARIES SIGNIF!CANTLY FROM THAT
SHOIIN ON PLAN, THE ENGINEER or \/ORK SHALL BE NOTifIED PRIOR TO PROCEEDING
IJITH INSTALLATION, ALL EXIST. FACILITIES SHALL BE PROTECTED DURING CONSTRUCTION,
4) PUBlIC STREET IMPROVEMENTS ON HIGHLAND DRIVE TO BE COMPLETED BY OTHERS.
GRADING PLAN
SCALE: 1"=10'
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I I I I I I I <L )' I I __j " I I -~---I' I /1 I X CURB /IND GU\TER l'.J
1--1 I \ I, I I I -I I I
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BENCH MARK
DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT lt86,
lt127, lt128 o.nd lt139 AS SHD\./N ON RDS 17271
LOCATION• -,-,-,,,--,-,,-,=----------------
REC□RDED• ~N=G~V':-:0~2,.,9~-==--------------:-:::-;-----ELEVATI□N• PER RDS 17271 DATUM•_M_.S_._L. __ _
I
TG 157.50
DATE
155.50
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INITIAL
ENGINEER OF WORK
1
APN,
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156-270-5$
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REVISION DESCRIPTION
CONSTRUCDON LEGEND
(j) 24' X 24' JUNCTION BOX PER DETAIL 'A' ON SHEET 2
@ 12'X 12' CATCH BASIN PER DETAIL 'B' ON SHEET 2
@ MODIFIED BRO\./ DITCH PER DETAIL 'C' ON SHEET 2
@ 24' X 24' JUNCTION BOX PER DETAIL 'D' ON SHEET 2
® BRO\./ DITCH PER S.D.R.S.D. D-75 (TYPE Bl
{J) 12'X 12' CATCH BASIN PER DETAIL 'F' ON SHEET 2
@ CONCRETE HEAD\./ALL PER DETAIL 'G' ON SHEET 2
@ ENERGY DISSIPATER PER DETAIL 'H' ON SHEET 2
@ MASONRY RETAINING \./ALL PER S.D.R.S.D. C-1
<iJ) MASONRY RETAINING \./ALL PER S.D.R.S.D. C-3
@ MASONRY RETAINING \./ALL PER SPECIAL DESIGN
@ KEYSTONE MODULAR GARDEN \./ALL
W PAVEMENT (3'AC □VER 6' CLASS 2)
@ TRENCH DRAIN PER DETAIL 'J' ON SHEET 2
® \./ATER SERVICE UNDER
PRIOR TD ISSUANCE OF
SEPARATE CONTRACT, TD BE INSTALLED
BUILDING PERMIT FDR D\./ELLING UNIT
@ SE\./ER LATERAL UNDER SEPARATE CONTRACT, TD BE INSTALLED
PRIOR TD ISSUANCE OF BUILDING PERMIT FDR D\./ELLING UNIT
SYMBOL LEGEND
DESCRIPTION SYMBOL
ELEVATION, TOP OF FOOTIN~ __ TF
ELEVATION, TOP OF WALL ____ TW
ELEVATION, TOP OF CURB ____ TC
ELEVATION, TOP OF BERM TB
ELEVATION, FINISH SURFACE FS
ELEVATION, FINISH GRADE FG
ELEVATION, TOP OF GRATE TG
ELEVATION, HIGH POINT HP
ELEVATION, LOW POINT LP
ELEVATION, FLOW LINE FL
ELEVATION, FINISHED FLOOR~ __ FF
ELEVATION, TOP OF STRUCTURE __ TOP
ELEVATION, INVERT ELEVATION -----ccc-=-IE
ELEVATION, EXISTING ____ (950.50)
ELEVATION, PROPOSED-~--950.50
DETAIL REFERENCE ~DETAIL LABEL
\._l_)(;SHEET NO.
. <' KEP R UN. DER. TH. E.;WPERVISI□N □F,
----c., I -~ _DATE ?/t,/pl/-
DATE INITIAL DATE INITIAL
ornER APPROVAL CITY APPROVAL
GARY tl1PSKA RCE 23080 EXPIRES 12/31/05
II IL T 11
{-· 1/1/ot
EXP.f:z_,j"~l/0? DATE AD
REVIE\./ED BY,
'-/4_ ~i. ... ffisPECT□R DATE
CITY OF CARLSBAD I SH~TS I
' ENGINEERING DEPARTMENT
GRADING PLANS FOR:
DUNN RESIDENCE
2200 HIGHLAND DRIVE
APPROVED LLOYD B. HUBBS d'Y
& 1' ,.~ ~'3i-aU. CITY ENGINl"E 23 EXPIRES 12 31
OWN BY:
CHKD BY:~~-
RVWO BY: QeA,
PROJECT NO.
HOP 02-10/CDP 02-42
DRAWING NO.
421-9A
PLOT DATE, 9/06/04
\
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:~, ~ ,, ~ Cl s, .i:::-,
00 N
,'~ >'-4-t \0 ' > '
-----.. -·
•
175 ---,------
170
165 ------------
160
155 o,n r 'Anr is --
SL□ 'E ROUN ING PE1
150 CAR ,SBAD D G. GS-I _,/ -------
/ _,,,
145 d --FIN SHEDS R:i 0 /
140 / --
V /
/ /
135 / -, ---u /
/
130 Pl JP□1ftfc ETSTQN M□Dll
"' fAlNI v .... _ /.
r /
/ 125 ' / --------,-
,,-'
/ 120 ,, " / "\p IT CF R MEDIAL GRADING OR AS DETERHI D
E !STING R□UN~ y BY THE GE TECHNl IL CONS ,l TANT / 115 / -----j,,-v
110 / _,,, -
/
105 _,,, --r(--
------, £CT ON Q'-' "', / v _,,,
SCAI E• HOR. 1'=10', VERT '=10' 100 / . _,,, r -
95 --------
90
0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
,-----·-
175 -------
170
~ --------------
160
155 EAD---ffi ---------
l OPE ~I;! iDING J R RLSBAD D',/G. GS h _,--150
V
145 /
V
140 f!NlSHE SURfA & /
V /
/ /
135 / /
/ ----
~ --_,,,,
PR JPDSED ETSTQN M□Dll R / 130 AINJ.._ _,,,I ...... \ _,,, _,,,
r v _,,, "\ _,,, !MIT D, REMEDI 125 ~ --/ " Tfl(' £0TECH / v --120 >----EXIST t-Ki-6-R!l z,,, -------
115 --------. ,,-
/
/
110 /
r
/ y
105 /
---y/ --------~-_,,, S£l TIO/\ 'R'
,/
S ALE, H RZ I'= 0', VE 100
95 -I-------
90 ---
0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
10 0 10 20 ~------
Sea.lei 1 • = 10'
C, \OWG12\CLS8-IP.OWG
-----
175 -------
170
PROP□ i» MAS \ RETA! ING ',/A 165 I-------- -
~ _J ~ > _J
<C 160 '" >
~ EXIST Ml GRO i '-" -
!NISH I l'-~ i => _J 155 ± "" ,152,00 >-::_-~ ~------C------2' -----150
/
145
140 ----
135 -----
130
125 --
120
115 -------
110
105 ---. -
100 --t--------------------------
95 ~-------I----------------
90
1+90 2+00 2+10 2+20 2+30 2+40
-----------
-
-----
------
_J EXIST NG GR□ N°7 .j_ _J _J
~~-f_ __ ----,
rt fL□m --f!Nl '-" -z =152, 0 L----DE-151.' --A ------;..✓; _J -2Y. _, i,l 2Y. I / /
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,,,,,
,,-
~-----
----
-------1--------------------
• GRAD '1G DR A DETER !NED
!CA[ Ci ~SULTAN
------------+-------------
----~ i--'R'
T 1'=1
---1--------------------------------
1+90 2+00 2+10 2+20 2+30 2+40
v =-
---------
2+50
175
L. 170
~ ;,,; 165
~
--160
155
150
145
140
135
130
125
120
115
110
105
100
95
90
2+60
BENCH MARK
DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT #86,
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IN THIS AREA TO BE COMPLETED UNDER SEPARATE COASTAL EMERGENCY PERMIT ASSOCIATED 'JITH CITY PROJECT NUMBER 39051.
~-C~DATE-2~J±_-:_p_4-__
CITY ENGINEER -;----
GRADING PLAN
SCALE: 1 "=1 o·
PR~PA NDER J1;JE __ 1_·ZVPERV!Sl□N OF, ~ I /2 ___ L--;(}f_~-~~-DATE_'Lf./2tJ-
y ?KA RCE 23080 EXPIRES 12/31/05
L T 11
P.E. EXP.~~ DATE
REVIE'JED BY1
....
DATE
CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:.
DUNN RESIDENCE
2200 HIGHLAND DRIVE
APPROVED LLOYD 8. HUB~S !Jj,J'/4'1
#127. 11128 o.ncl 11139 AS SHO'JN ON ROS 172711---+---,h,-----------------i-----1i----t-----t---1
/M,,. --r. ,g ~~<hm
CITY ENGINEiR PE 23~ EXPIRES 12 31 05 DATE
LOCATION, _________________ _
RECORDED• .N_r._v_n~2_9 ___________ =~---
ELEVA TION• ~P~E=R~R=O=S~l 7~2=7~1 ____ DATUM•~M~-~S.~L~, __
DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE
OniER APPROVAL
DATE INlllAL
CITY APPROVAL
DWN BY:
CHKD BY:~~-
RVWD BY: PU<
PROJECT NO.
HDP 02-10/CDP 02-42
DRAWING NO.
421-9A
PLOT DATE, 9/06/04
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125
120
--------~
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--------
1+15 1+20 1+25
2+25
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1+30 1+45 1+50 1+55 1+60
GRD L[~ HS= 8. G ID LENG HS= 8,' 135
---+-----
----
110
2+65 2+70
1+65
RID LEI , THS = ,O'
1+70 1+75 1+80 1+85 1+90 1+95 2+00 2+05 2+10
KE:YSTONE WALL PROFILE LEGEND
STRATA-GRID 200+ -----------------------
STRATA-GRID 300+
CAP UNITS
COMPAC II UNITS
l><l><l><l><l><l><l><I
2+15
SEE KEYSTONE ~ALL NOTES ON SHEET 2
135
110
2+20
\
~ARED UNDER THE SUPERVISION OF•
___ o\.J,~~~E '1io~jpA-
ROBERT A. BASYE
RCE 08298 EXPIRES 09/3 /06 --==,..
~ESS!~ W~1 A. b-1.J',,_ ~ i No. 08298 <" m * E,p. 9/30/06 *
~r, CIVIi-'#""
l:OFcA.\J~
EARTH RETENTION
CONSULTANT
ROBERT A. BASYE
CIVIL ENGINEER
RCE: 8298
6654 Be-lle Glo.de Avenue
S~n rnego, CA 92119 6\9/697-9544
~ B ,!JI L T "
{;_ 7(7/o1
EXP. l'Z.,{:t1/6'1 DATE
REVIEw'ED BY•
£siECTOR
f'SHml CITY OF CARLSBAD 1----+--+----------------+---+---t----+-----i ~ ENGINEERING DEPARTMENT
~--+---+----------------+----+---+---+---t
t SH~TS I
~--+---+----------------+----+---+---+---t KEYSTONE RETAINING WALL PLANS FOR:
DUNN RESIDENCB
2200 HIGHLAND DRIVE
BENCH MARK APPROVED LLOYD B. HUBBS,&r
DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT# 86.l---l----+----------------+---+-~----1---+----l ~~""(lu>G<,c;;=~~~~M~,;~~~--9/t~/0 '1
11127, 11128 o.nd 11139 AS SHD\./N ON RDS 17271 CITY ENGINEER 23889 el<PIRES 12 31 05 DATE
1 LOCATION,~~~~------------
RECORDED• ~N-G.,,.,Y..,_D~? .... 9c,-=,,,,-------..,.,-,,cc---
ELEVA TION• PER ROS 17271 DA TUM• M.S.L.
DA 1£ INITIAL
ENGINEER OF WORK
DA TE INITIAL
REVISION DESCRIPTION 071-,ER APPROVAL
DA TE INITIAL
CITY APPROVAL
OWN BY:
CHKO BY:~~-
RVWO BY: QEil
PROJECT NO. DRAWING NO.
HOP 02-10/CDP 02-42 421-9A
PLOT DATE• 9/03/04
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GRID L NGTHS 7.5'
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4+55 4+60 4+65 4+70
b ~ 135
+---+---f--------
PREPARED UNDER THE SUPERVISI□N □F,
-~i,\-\%~q __ DATE~iD-~J)~
ROBERT A. BASYE --\
RCE 08298 EXPIRES 09/30/06
J A. b,1 if.,_
<" No. 08298
Exp. 9/30/06
'B" g§
3+60 3+65 3+70 3+75 3+80 3+85 3+95 4+00 4+05
KEYSTONE WALL PROFILE LEGEND
LC 115
4+10 4+15
EARTH RETENTION
CONSULTANT
ROBERT A. BASYE
CIVIL ENGINEER
RCE 8298
6654 Be-lle Glo.cie Avenue
Sa.n D1e-go1 CA 92119 619/697-8544
CONSTRUCTION LEGEND
STRATA-GRID 200+ -----------------------
T"
7/7/fJJ @ MODIFIED BRO\,/ DITCH PER DETAIL 'C' ON SHEET 2
@ BRO\J DITCH PER S.D.R.S.D. D-75 <TYPE B)
/.j) 12'X 12' CATCH BASIN PER DETAIL 'F' ON SHEET 2
@ CONCRETE HEAD\JALL PER DETAIL 'G' ON SHEET 2
@ ENERGY DISSIPATER PER DETAIL 'H' ON SHEET 2
STRATA-GRID 300+
CAP UNITS l><l><IXL><IXl:Xl:XJ
C□MPAC II UNITS REVIE\JED BY,
SEE KEYSTONE WALL NOTES ON SHEET 2 ~ ,.__,_.,.___J <: NSPECT□R
fsHml CITY OF CARLSBAD
1-----1---+----------------+---+---+--+----1 L__§_j ENGINEERING DEPARTMENT
t-------t---+----------------+---+---+---+----1
t-------t---+----------------+---+---+---+----1 KEYSTONE RETAINING WALL PLANS FOR:
1---+------1-------------+---+--+---t----t DUNN RESIDENCE
t-----+---+-------------___, _ ___,_-+---+------1 2200 HIGHLAND DRIVE
DATE
I SH~TS I
BENCH MARK APPROVED LLOYD B. HUB!j_S iJY
4r_,,...,H(~,~~~"L...J~=<!~e,:J~""'•=-----~ <>,z$._/4,'/ DESCRIPTION, CITY OF CARLSBAD CONTROL MONUMENT II 86.1-----il---+----------------+--+----l---+----I C-ITY ENGIN R PE 23 EXPIRES 12 'I
11127, 11128 o.ncl 11139 AS SHD\JN ON RDS 17271 t-----t--+-c1r---------------+--+---+--+---I ;::;;;;;;::;;;=::::::::::::::::::::::::;--;=:::::::::::==::::::::::::::::::=:::::3:::1 ~0':-5:=:::::'D::::A:::TE==:
LOCATION,~~~~-------------l---+---+-=~-------------+---+--+----1---1 OWN BY: ---PROJECT NO. DRAWING NO.
~E~~~~~g~~.N.,,i'=f~~~~:-eaccs---cc17c=2-=7c-1 ----,DccA-cTc-UM-,-,---,-Mcc.s=c.Lc-.--EN~l:::R o~Nl:~K REVISION DESCRIPTION t-o-:-A~_R_A~PP-;o-':-:~-+-:-~;-A~PP-:-~:-:L--IL ~~~g ~} -µ~~-HOP 02-10/CDP 02-42 421-9A
PLOT DATE, 9/3/04
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CONTROL PL.AN
SCALE: 1 "=1 0'
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BENCH MARK
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DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT #86, #12.ca7=. ""ttc;'.12"'8;;--o.~n~d-#T.13ac9a=-,Ac::eS:=;sS-;';H""O\J=N--'-;O;a;NcF;R"O"S.-.,17"2~71
LOCATION,
RECORDED, _-'-'-':~'--':-~--==-----::-c-::::-::-c-;-;-:::.,-----
ELEVATION1 ~==~==----DATUM,~M~.S=·=L.~--
1
DATE INITIAL
ENGINEER OF WORK
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REVISION DESCRIPTION
DATE
DESCRWmN
CONSTRUCTION LEGEND
@ CATCH BASIN BERM PER OCTAL "N" ON SHEET 8
@ SILT FENCi: PER DETAl "R' ON SHEET 8
(Q GRAv£1. BAG CHEVRON PER OCTAIL •~• ON SHEET 8
SEE EROSION CONTROL NOTES ON SHEET 8
LEGEND
OUANTIJY S'IMIIOI.
GRAVEL BAG (CHEVRONS) 380 Cl • • • :;x::.ccc• CC>
GRAm BAG (BERMS) 196 0
SILT FENCE -440 -0 0 --0--
SYMBOL LEGEND
DESCRIPTION SYMBOL
ELEVATION, TOP OF FOOTIN~ __ TF
ELEVATION, TOP OF WALL TW
ELEVATION, TOP OF CURB TC
ELEVATION, TOP OF BERM TB
ELEVATION, FINISH SURFACE FS
ELEVATION, FINISH GRADE FG
ELEVATION, TOP OF GRATE TG
ELEVATION, HIGH POINT HP
ELEVATION, LOW POINT LP
ELEVATION, FLOW LINE FL
ELEVATION, FINISHED FLOOR ___ FF
ELEVATION, TOP OF STRUCTURE __ TOP
ELEVATION, INVERT ELEVATION --,,--IE
ELEVATION, EXISTING ____ (950.50)
ELEVATION, PROPOSED-~-950.50
DETAIL REFERENCE ~DETAIL LABEL
UXJsHEET NO.
REVIE\JED BY•
~ 11\A'-'-'AJ___
SPECTOR DATE
CITY OF CARLSBAD I SH~TS I
INITIAL DATE INITIAL
ENGINEERING DEPARTMENT
EROSION CONTROL PLAN FOR
DUNN RESIDENCE
2200 HIGHLAND DRIVE
APPROVED LLOYD B. HUBBS <1}'
~-4,..~~~~ ·c1TY ENGi RPE289EXPIRES 12 31
DWN BY: PROJECT NO.
CHKD BY:
'1-/,</o'f
05 1/"'...,.DA TE
Oll7ER APPROVAL CITY APPROVAL RVWD BY: --=vt~/Z.~ HOP 02-10/CDP 02-42
DRAWING NO.
421-9A
PLOT DATE, 9/06/04
-.. ~JU
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·, 102604 ]
J
I.
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM DUNN AT 760-845-4503.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS 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 CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE 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 PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FNE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/ 4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS 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:
o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
2.
3.
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
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 SPECIFIC REGARDING THE NUMBERS,TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF l}iE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEECED GROWTH.
C. HYDROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
o. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
0;..-__ ______.clO 20
Scole1 11 = 10'
CIVIL ENGINEERING ' I.AND Pl.ANNING ~to terra Engineerina Inc.
1843 Campesino PYace
Oceanside, CA 92054
ele: (760) 439-2802
Fax: (760) 439-2868
C: \OWG12\CLSB-IP.OWG
D.
E.
EROSION CONTROL NOTES{continued)
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
o. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
EROSION CONTROL PL.AN
SCALE: 1 "=10'
BENCH MARK
' ' ' '
GRAVEL BIJiG~s_,---(.:iTI:::::i
<SEE SIDE Vl[IJl ~
if= 1
CATCH BASIN i 0
~
PLAN VIEW
SIDE VIEW
NOT TO SCALE ffi CATCH BASIN BERM
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
~1) FILTER FABRIC 'l'l\"11.i__
, ==rn1n "'<TIW.TI-L\E =
ffi SILT FENCE
NOT TO SCALE
GRAVEL BAG
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
(~)GRAVEL
THREE LAYERS OF GRAVEL BAGS
f\lTH ENDS OVERLAPPED
BAG CHEVRON
NOT TO SCALE
2 LAYERS
OF GRA \/EL BAGS
(TYPICAL)
UNLESS OTHERWISE
NOTED
PR,tP RE , NDER,T)7E, ~ PERVISI □N OF• X.,/ . , ______ o/ ? ___ ii ___ DATE 7 /i,/1) ¢,-
GARY LJPSKA RCE 23080 EXPIRES 12/31/05
REVIE'w'ED BY•
.....L..-
DATE '
1----1---+-------'--------+--+--1-----+--I I SHE8ET I CITY OF CARLSBAD I SHE8ETS I
~=~--'===EN::::G:::l::::NE::::E:::R:::IN::::G::::::::D::::EP:::::A:::R::::T:::::M:::EN:::T:::==::'...':==~
EROSION CONTROL PLAN FOR
DUNN RESIDENCE
2200 HIGHLAND DRIVE
APPROVED LLOYD B. HUBBS tJY
DESCRIPTION• CITY OF CARLSBAD CONTROL MONUMENT 1186, l----l--+----------------l---+---+--+----I I ,,c&,::,1TY"""'',::E&N0eG.:.<IN~~EdE~-dp,::E"-,ke-21::c3~a:!!8~!';;~~ci!E2,X.-P,:..l·Rc!!.6E-z.S_12_3_1 -05 ~1_;D/.AoTE'I
11127, ll128 o.nd 11139 AS SHO'w'N ON ROS 17271 1---+------+~1~--------------+---t----+--+----I :::;:'::::::~=:':1'=:EErf'f:::::'::::;-;:==:Bf''::=:=::::::::=::=::::::::='.':;::::::=::::::::::::::~
LOCATION• ------------------OWN BY: PROJECT NO. DRAWING NO. RECORDED• -'N.,,GacY<-D"--'2.._9.._________________ CATE 1Nll1AL DATE 1Nll1AL DATE 1Nll1AL CHKD BY: __ _
ELEVATION• -1.P_,,E,,R'---"'R□""s,___.1LJ72'""'7'---'1~ ___ 0ATUM•-----'M'".s"'.L"". ___ ENGINEER oF woRK REVISION DESCRIPTION o11,ER APPRovAL c1Tv APPROVAL Rvwo BY: 'i>'<-B HDP 02-10/CDP 02-42 421-9A
PLOT DA TE• 9/06/04
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