HomeMy WebLinkAboutDWG 402-0A; CDP 01-11; FRYE SINGLE FAMILY RESIDENCE; 01-03GRADING NOTES
(IN ADDI/ION IU IHE REQUIREMENTS OF CHAPTER 11.06 OF THE"
CARLSBAD MUNICIPAL CODE".)
1. THIS PLAN SUPERS[OE"S ALL OTHER PLANS PRE"\1/0USL Y APPROVED BY 7J-/E 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 07J-/ER ADDITIONAL DOCUMENTS LIST[D HERE"ON AS THEY MAY
PE"RTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR E"NGINEER OF
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF E"RRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF· WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN Tl/£ PUBLIC RIGHT OF WAY. PRIOR TO PE"RMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE" FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURW ON THE PERMITTEE'S POLICY IN T!IE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRlnNG THE POLICY MUST HA VE A RA TING OF "A" AND A Sil[
CATEGORY OF CLASS V AS ESTABLISHE"D BY "BESTS" KEY RA TING GUIDE.
5. UN/_[SS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE S[PARA TE
PERMITS FROM TliE 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 W1LL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF Tl-![ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON TliE
APPROPR!A TE 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 DRAW1NG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY TH[ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF 7J-/E WORK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHE"R EMERGENCY VEHICLES SHALL BE MAINTAINED TO
TliE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHE"S AR[ W1T!IIN 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 TH[ STA TE OF
CAU,ORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO TH[ CITY [NG/NEERING
INSPECTOR WIT/1/N TWO WORKING DAYS OF TH[ COMPLETION OF FIE"LD TESTS.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRE"D
PRIOR TO THE !SSUANCF OF A BUILDING PERMIT ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL E"NGINEER OF Tl-![
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WIT/-/ THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EARTHWORK SPECIF/CATIONS " A TTACH[D TO THE PRELIMINARY SOILS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTE"D TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCT!ON MEETING SHALL 8£ HELO AT 7J-/[ SITE PRIOR TO Tt{f:
BEGINNING OF WORK ___ A_ND SHALL __ BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPfCTS OF THE WORK. TH[ CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK(760-438-1161 EXT. 4323) AT LEAST FIVE(5) WORKING
DAYS PRIOR TO STAR77NG CONSTRUC770N. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOIR TO SCHEDULING. THE GRADING PERMIT WILL BE PROV/OW BY THE PROJECT
INSPECTOR AT TH[ MEETING.
15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONS.TRUCTION MEETING fWLL BE
MADE BY CALLING lliE £NG/NEERING 24-HOUR INSPECTION REQUEST LIN£ AT
(760) 438-3891. INSPECTION ,~[QUESTS MUST BE" RECEIVED PRIOR TO 2:00 P.M.
ON THE DAY BEFORE fHt. INSPECTION IS NEEDED. INSPECTIONS W1LL BE MADE
THE NE"XT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUFSTS 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, ANO SHALL BE SOLELY RESPONSIBL[ FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A OETAIL PLAN TO TH[ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
TH[ DESIGN OF SHORING, BRACING SLOPING OR 07J-/[R PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM TH[ HAZARD OF CA \/ING GROUND DURING THE
EXCAVA T!ON OF SUCH TRENC/1 OR TRENCHES OR DURING T!IE PIPE !NSTALLA T/ON
7J-/EREIN THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY T!IE CITY ENGINEER ANO/OR CONCERNED
AGE"NCY PRIOR TO [XCAVA TION. IF 7J-/[ PLAN VARIES FROM THE SHORING .$_'(.$[EM
STANDARDS ESTABLISHED BY TliE CONSTRUCTION SAFETY ORDERS. TITI [ 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED
E"NGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO [XCAVA TION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING
PERMIT WELL IN ADVANCE OF T!IE SC/-IEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL R[SOURCE"S AR[ DISCOVERED W1THIN __ _ANY WORK AREA
D(lBJNG CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND TH[
PERM/TT££ W1LL NOTIFY T!IE CITY ENGINEER. OPE"RA T/ONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE" CITY
ENGINE"ER TO DO SO.
20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT TliERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DE"PARTURE OR OPERA 770N OF TRUCKS,
[ART!IM0\1/NG EQUIPME"NT, CONSTRUCTION E"QUIPM[NT 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
HOUDA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. A/_L OFF-SIT[ HAUL ROUTES SHALL B[ SUBMITTED BY THE CONTRACTOR TO TH[
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE" OBTAINED FROM, ANO WASTE MATERIAL SHALL 8[
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR
SHALL 8[ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING AWNG THE" HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OFJH.E GRADING OPERA f/ON.
23. BRUSH Sf/ALL 8[ REMOVED ONLY WITHIN THE" AREA TO BE GRADED. NO TRE"ES ARE
TO B[ REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AR[AS SHAI.L BE GRADED TO DRAIN.GRADING R[SUL TING IN THE PONDING OF
WATER IS NOT PfRMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HA V[ A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJE"CT TO A S/GNE"O AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY TH[ PROJECT INSPECTOR,
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. TH[ SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONE"S, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND 0/SPOSt.O or AT A SITE APPROVED OF BY TH[ CITY [NG/NEER.
27. ALL SLOPfS SHAii Bf IRRIGATED, STABILIZED, PLANT[D AND/OR HYOROSEEDED
W1 THIN TEN (10) DAYS Of THE f/ME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON Tl/£ APPROVED GRADING PLANS.
28. LANDSCAPING SI-/ALL BE ACCOMPLISHED ON ALL SLOPE"S AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, ANO/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. T!IE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE
THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH T!IE LAlvOSCAPE
AND /RR/GA TION PLANS AND 7J-/[ IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLE"O WIT/i 3/4" ROCK PER
SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID
WALL PIPE.
31. WHERE" AN E"XISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF 7J-/[
GRADING OPE"RA TION, IT SHALL BE RE"MOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROP[RL Y COMPACTED SOILS. IN OTHER
AREAS THE PIP[ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE Cl TY ENGINEER.
32. 7J-/E CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT T!IE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHAl.L NOTIFY AFFECTED UTILITY COMPANIE"S (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 77iEIR
FACILITIES AND SHALL COORDINATE TliE WORK WITH A COMPANY REPRESENTA TIV[.
UNDERGROUND SERVICE ALERT 1·800-422-4133
SDG&[ (760)438-6200
PACIFIC BELL (760)489-3441
DANIELS CABLEVISION (760)438-5241
CITY OF CARLSBAD(STREE"TS & STORM DRAIN) (760)438-2980
CARLSBAD MUNICIPAL WATER DISTRICT (760)438-2722
(SEWER, WATER, & R[CLAIMED WATER)
,SAN DIEGU/TO WATER DISTRICT (760)753-/145
,LEUCADIA COUNTY WATER DISTRICT (760)753-0155
* VALLECITOS WATER DISTRICT (760)744-0460
,OLIVENHAIN WATER DISTRICT (760)753-6466
BUENA SAN/TA TION DISTRICT (619)565-5657
"AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FQ8__(:0NTROLLEO GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8/
/11.06/ CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY [NG/NEER VIA 7J-/E
PROJECT INSPECTOR /15.16.120 A. 10} {11.06} CARLSBAD MUNICIPAL COD[:
(1) FINAL REPORT BY SUPE"R\1/SING GRADING ENGINEER STATING ALL
GRADING IS COMPLE"TE. ALL EROSION CONTROL, SLOPE PLAN77NG
AND !RR/GA f/ON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE" OF COMPUANCE
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 LABOR A TORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY TH[ SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE W/Tfl Tl-/[ REQUIREMENTS AND
R[COMME"NOA TIONS OUTLINED IN TH[ PREUMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WIT/I AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR 7J-/IS PROJECT IS ISSUED W17J-/IN SIX (6)
MONTHS AFTER THE CITY ENGINEER'S APPROVAL, THESE" PLANS MAY BE REQU/R[D
TO BE RESUBMITTED FOR PLANCH[CK. PLANCHECK FEES WILL 8[ REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS R[PORT 77TLEO "GEOTECHINICAL REPORT UPDATE-COMP/LA TION OF PRIOR REPORTS
ANO UPDATEDS ADDRESSING: DESIGN CRITERIA. GEOTECHINICAL REQUIREMENTS, SOILS PARAMETERS".
PREPARED BY OWEN [NG/NEERING GROUP, DA TED MAY 21, 2001
SI/ALL 8[ CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
R[COMMENDA TIONS AND SPECIF/CATIONS CONTAINED IN SA/0 SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 7J-IA T I
HAVE EXERCISED RESPONSIBLE CHARGE OVER TH[ DESIGN OF THE PROJECT AS Off/NED
IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS/STANT WITH CURRENT STANDARDS.
I UNDERSTAND 7J-/AT 7J-/£ CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENG/N[E"R OF WORK,
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: SAXON ENGINETRING SE"RVICES
ADDRESS: 1030 CALL£ SOM BRA , STE" A2
CITY, STATE: SAN CLE"ME"NTE, CA 92673
TELE PHONE": (949) 366-2180
BY: __ k-_.J-=-_' _tl,f-'--. _,,S-'--'-~-,,_,,---=D"'-A TEce.c:_-""F/'-'-1~'1/1-•'-"Z.,"---
KURT M SAXON
P.E. NO: RC£ 44180
EXPIRATION DATE: 6/30/2005
SOILS ENGINEER'S CERTIFICATE
I, CHARLES J. RANDLE, A REGISTERED CIVIL
BY THE
ENGINE"E"R OF THE" STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE" SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MAO[ BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF
MARCH 16, 1998 AND MAY 21, 2001. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BE"E"N SUBMITTED TO THE" OFFICE" OF THE Cl
E"NGINE"E"R. , l
SIGNED: 61:!L~
P,E, NO: __ggs__2_'2CJC)~
DATE: __
LICENSE EXP/RATION DA TE:
d-15-t?Z-
9-30-05
R/W
,
R/W
100'
c
20' _, 11' ,. 19' 30'± / 20'± ,
ts f... ts f.._
El r5 El r5
f.._ ~ f.._ as "' "' OS x ~ x ~ ,..., L,j
,, .. ------·---__ ,,, ------__ ,,_ --
=::i
TYPICAL EXIST. STREET SECTION
CARLSBAD BOULEVARD
NO SCALE
100'
C
R/W
/
•
V
•
R/W
,/
,
.,7'-9' 1✓ 13' " 24' " p' " 24' 13' / 7'-5' 1.1 , BIKE ' ' BIKE"
~-=--=-~ u=c---=---=-~ ----~------
TYPICAL FUTURE STREET SECTION
CARLSBAD BOULEVARD (DWG,# 331-7)
.
INFORMATION ONLY -NOT A PART OF THIS PLAN NO SCALE
SITE
PACIFIC
OCEAN
OWNER'S CERTIFICATE
VICINITY MAP
NO SCALE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RE"TAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND
ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE.
PARCE"L 210-120-34
CHRISTOPHER J. FRYE
14 CAMEO CREST
LAGUNA NIGUEL, CA 92677
TELE": (949) 489-5737
BENCH MARK
DE"SCR/PTION:
LOCATION:
RE"CORDED:
E"LEVA TION:
PK NAIL NEAR-INTERSECTION
CARLSBAD BOULEVARD AND CERE"ZO DRIVE
PER CITY OF CARLSBAD IMPROVE"ME"NT
DRAWING NO. 331-7
51. 44 DA TUM: MSL
CMWD GRADING NOT£
NO GRADING SHALL OCCUR OVER EXISTING DISTRICT
FACILITIES WITHOUT WRITTEN APPROVAL FROM THE
DISTRICT [NG/NffR.
BASIS OF BEARINGS
7J-/E BASIS OF BEARINGS FOR 7J-//S MAP IS THE
WESTERLY RIGHT-OF-WAY OF CARLSBAD BOULEVARD
AS SHOWN ON RE"CORD OF SURVEY MAP NO. 11280
I.E. N 30'38'50" W.
REFERENCE DRAWINGS
DWG # 331-7 DWG # 227-8 DWG # 388-JA
SPECIAL NOTE:
ALL DEBRIS AND UNNATURAL MATER/AL SHALL B[
EXCAVA TE"D AND 0/SPOSFD OF IN AN EXCEPTABLE MANNER.
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP NO. 18236, RECORDED APRIL 13, 1999
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 7J-/[S[ PLANS WAS GENERATED BY FIELD
MEASURMENTS ON OCTOBER 6, 1999 BY DGB SURVEY & MAPPING.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED Wl7J-/IN ASSESSORS PARCEL NUMBER(S)
210-120-34
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 350 [ 1665
SHEET INDEX
1-TITLE / NOTES
2-GRADING PLAN
3-EROSION CONTROL PLAN, NOTES & DETAILS
ENGINEER OF WORK:
SAXON ENGINEERING SERVICES
1030 CALLE SOMBRA, SUITE A2
SAN CLEMENTE., CA 92673
TE"L: (949) 366-2180
FAX: (949) 366-5280
QUANTITY NOTE:
QUANTITIES ARE FOR BONDING
PURPOSES ONLY -NOT FOR
CONTRACT OR WORK PURPOSES.
BONDING EST/MA TES ONLY I
EARTHWORK QUANTITIES
CUT: 540 CY
FILL: 0 CY
IMPORT: -~O~--CY
EXPORT: 540 CY
o,Ess,
M. S,i
"' ---z.
'-' NO. 44180 "" ~ Exp. 6/30/05 ~
DATE OF PLAN PRE"PARA TION: MARCH 7, 2001
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FIUS,
REMEDIAL GRADING, DRAINAGE FACIU77ES, EROSION CONTROL FACILITIES, WALLS AND
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES Cl TW ON THE"S[ PLANS.
THE GRADING WORK SHALL 8[ PERFORMED IN ACCORDANCE WITH 7J-/[ FOLLOWING
DOCUMENTS, CURRENT AT TH[ TIM[ OF CONSTRUCTION, AS 0/R[CTED BY THE CITY
ENGINEER
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. ~5=2~18~--DA TfD JUNE 19, 2002 ----~----
5. Tl/[ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GRffN
BOOK).
6. THE SAN 0/[GO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD
7. GEOTECHNICAL REPORTS:
A. ENGINEERING GEOLOGY CONSULTANTS, DA TED MARCH 16, 1998
8. GEO TECHNICAL INCORPORATED, PROJ. NO. 0319-001-00
DOC. #6-0477, DATED SEPT. 3, 1996
C. ICG INCORPORATED, JOB NO. 05-8109-001--00-00
LOG NO. 9-2248, DATED NOVEMBER 6, 1989 AND
JOB NO. 04-8529-001-00-00, LOG NO. 1-141E, DATED MARCH 28, 1991
0. CONVERSE CONSUL TAN TS, PROJECT NO. 83-2299-02 & 01
DATED SEPTEMBER 20, 1984: DATED F[BRUARY 1, 1984
E. GE"OLOGY & GEOTE"CHNICAL REPORT BY OWENS [NG/NEERING (DATED JUNE 14, 2000)
8. ENVIRONMENTAL APPROVAL DOCUMENTS DATW MARCH 15, 2000.
9. TH[ CARLSBAD MUNICIPAL WATER 0/STR/C(S STANDARDS
FOR WATER ANO SEWER IMPROVEMENTS.
LEGEND
DESCRIPTION DWG,NO. SYMBOL QUANTITY
SUBOIV!SION BOUNOAR Y
EXISTING CONTOUR LINE"
PROPOSED CONTOUR LIN[
EXISTING ELEVATION
PROPOSED SPOT [LEVA TION
DIRECTION OF DRAINAGE , fARTH SWALf
FINISH FLOOR ELEVATION, FIN/SH SURFACE
TOP OF CURB, FLOW LIN£
TOP OF WALL, BOTTOM OF WALL
RETAINING WALL (BY SEPARATE" PERMIT) RSD C-1
CONCRETE
ASPHALT CONCRETE AREA
EXISTING SE"WER LATERAL
PROPOSEO WATER LATERAL (CMWD W-3)
OA YLIGHT LIN[
SILT FENCE
GRAV[L BAGS
80 ----
-BB
X 78.52 y
FFE, FS
TC, FL
TW, aw
833 SF
550 SF
---------i@ 1 £A
________ W 1 £A
CUT
-//-/l-t/-/1-//-//-/I-//-
F!LL
-x-x-x-x-
~
65 LF
60 EA
SEWER CLEAN OUT CN\WC S-(p lMDOffliSD) Qc.o. 1 EA
ENGINEER OF WORK PLANNING DEPARTMENT APPROVAL "AS BUil T"
PREPARED BY: ~~ SAXON ENGINEERING SERVICES ED) DATE: w co/ 02,-/:;:;JAf.&.-t/4/oJ
1030 CALLE SOMERA SUITE A-2 IIICIIAEL J. HOLZIIILLER, PIANNING DIRECTOR RCE 44 I ~Q EXP. b, ?D·O'J DATE SAN CLEMENTE, CA 92673
(949)366-2180 -··""''";>" ~----" m9 ,Pf /cR -r:-!5 < • • DA e-n1ail: ses2sc@aol.com • (SIGNED) ·/ REVIEWE✓..a k::..J-N.~.-8'L 1tu-z._ RECOIIIIENDED BY, ~;ez h 5"1',,.,,____, V/' ~ ,z_/1-,/.,:,
KURT M. SAXON, RCE 44180 DATE (P N,ll,IE) INSPECTOR DATE
I SHfET I
---·".
I SH~ETS I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
-
FRYE SINGLE FAMILY RESIDENCE
APPROVED LLOYD B. HUBBS 6'f"
4-<«r--p ~~ ..... .e/ J
PE 2388-EXPIRE 12/31/05 CITY ENGINEER DI\ IE
fl\ DWN BY:~-·_ PROJECT NO, DRAWING ND. DATE INITIAL DATE INITIAL DATE INITIAL
REVISION DESCRIPTION CHKD BY:~ CDP 01-11 402-0A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
JN 1693-03 GP1 08-14-02
091002
---<,
KEYED NOTES:
G) INSTALL 12" X 12" CATCH BASIN (FIAT FOR LAWN} NOS 1212 OR EQUAL.
(1) INSTALL FOSSIL FILTER C.B. INSERT FF-12D PER DETAIL ON THIS SHEET
AND PER MANUFACTURER'S SPECIFICATIONS.
Q) INSTALL 4"¢ PLANTER DRAIN WITH ATRIUM NOS 80 OR EQUAL.
(j) INSTALL 4"¢ DECK DRAIN NOS 9208 OR EQUAL.
@ INSTALL 4"¢ DRAIN PIPE, SCH. 40.
@ INSTALL 3" PVC DRAINLINE (SDR-35) (SPA AREA ONLY).
(J) INSTALL 36' OF 36" ADS PIPE.
@ CONSTRUCT SEWER CLEANOUT PER (UMD STD. DETAIL S-6
MODIFIFD (8" DIA. C.O.). SEE DETAIL HEREON
(ID INSTALL SILT FENCE
® 2" CURB CORE DRAIN
I
I
I
OPEN SPACE EASEMENT I
r---r---
N
II _J
N
'°
I
I DETAIL:
•I
II
.. I
:,.i
~
w
0 ;:::
z ~ :::,
-i
II
°' w
i
I
II_
I
I
I
I
I
I
I
I
I ,·
_T _____ _
,, A,,
I
\
\ I
\
PARCEL 2
.....,.--,,,,.,..--.c._:----I ,\. _,,.-1
RETAINING WALL :
PER RSD C-1 I I I
,-----\J--j
I
I
\
I I
\
I I
I
I
I
I
/
I
PARCEL 3
I
/
PROPOSED RETAINING WALL
~/_,,JC EXIS~ GROUND
3" CONCRETE (SUBJECT PROPERTY
OWNER SHALL OBTAIN WRITTEN
PERMISSION FROM THE PROPERTY
OWNERS OF PARCEL 2
TO CONSTRUCT 3" CONCRETE PRIOR
TO ISSUANCE OF BUILDING PERMIT
FOR SAID RETAINING WALL)
I
/
I
/
FLO-GARD INSERT
8' DRAINAGE ESMN'T.
4'
EX. GROUND~--c-7---0•17. ~~~,:;
Ex EARTH s;:~;J~o.3' MIN
. 12" MAX.
SECTION c-c
NO SCALE
12"x12" CATCH BASIN
NO SCALE
w z
::J
i'=
°' w
0..
0
°' 0..
BEACH
ACCESS
EASEMENT
r--rn
' I
i
\
'
END 10" PVC
FF 61.5
FF 50.25
L_7 ,-1 EXISTING GRADE EXIST WALK
PROPOSED RETAINING y. _j
(BY OTHERS)
DETAIL
NO SCALE
-,--•· · ... ----· ~-.J-
,, A,,
FF 40.0
'--PAD
SECTION 8-8
NO SCALE
\
\
\
\ I
\
\ \
\
2" PVC
SECTION D-D
NO SCALE
EXISTING GRADE ______ -
\ I \ \
\'\I \ \
\ \ \
\ I ~ 45' \BUILDING \
\ \; DU SET~ACK \
\\ PM 18~36 '\
\\ PARCEL1 2 \
I , \ \
\\ \ \\\
I \ \ "'' I ~ \ I
I \ IP\\
6" CLEAN OUT
4" CEMENT PLUG 36" ADS PIPE
4" PVC PIPE.:/
BACKFLOW PREVENTER I 26' SLOPE
FF 61.5
GARAGE FF 53.25 ====================;cj7 ··---· .
FF 50.25
FF 40.0
SECTION A-A
EFFLUENT 4" PVC PIPE
DETAIL "C" I NO SCALE
----.. -·-··--•-"-----t --·--·-----·-----·--·--·---·---·~----
w SI
i'=I
°' w 0.. 0
°' 0..
\ ,'" ' rh
8' NON-EXCLU$1V~ . \\ LIU -h
DRAINAGE EASEf,,IEN\ 4, ::: '\
PER PM # 18236, \. 8' I 4' 4'
RECORDE(j 4-1 3-9\;! r---h l'l 8 l'l O ,,., o 0 I, \ w .'ni ~~ . r-r:i on oo
i'= N °' _J ww
0. 0
0 °' °' <( 0.. 0..
' .,j-1._,· I ('J lf) N ID ± \0
\ \ -.::I-t\/ ~ .._i--q-V ..., \<t"
I I i'; .. ::; m ~ l<. /': -a§~
SEWER PU1 MP '1 .';. . ....... "'/
I C. ._,.,
\ \ ✓· ( ,..:,
........., .. ,.... ----·----~ ... "! :t
\ \ -r-,,, ... -
RADE LEV/SL PLANtER
7 -o"
I
I
I I I
11
11
[}:'.
l.i..J
SEWER LINE
BACK FLOW
PREVENTER
1'-0" ~ 1'-0" I I J_
5,. "·"'"~••":;-:~,.,,.-~_,,TI: ~~11'f;::c.ec:..i.,~:~••2:J'W.:.V'...1P.:.r_-::_,_m_,_· _
• • • .• I t' ,-• . --,--! -CONCRETE COLLAR
8" Ii', v. {.--·
st--·+-·\Ji2.---CLEAN OUT SHALL BE AN IRON BODY
FERRULE WITH BRASS SCREW PLUG ~
PVc. F rrn 11/6.$ NOTE:
ENTIRE WYE SECTION TO BE
ENCASED IN CONCRETE
4" SEWER LINE -
CONCRETE ENCASEMENT
TRENCH WIDTH
I
I,
, CL_DRIVEWAY . I!~~ 30+35.33
['!: (;::
8" WYE
4" SEWER LATERAL
_b1c-----t----~-
\'; 0 ' <PCP
4"' ,i's!'()~,,,,. t'fl-.. r.,0'.1-<;';,::, ''\'.I:;:, O'--T
STANDARD CLEANOUT DETAIL
N.T.S.
36" ADS PIPE 4" CEMENT PLUG
SLOPE 26" 4" PVC PIPE
. j
r---
1
('.)
,<
0
w w
(/)
f-z w :::, w > 0 °' 0.. :::,
MEDIAN CURB
0
0:::
<(
> w
__J
::>
0 m
DETAIL "8"
NO SCALE
''A''
0
<( m
if)
__J
0:::
<( u
10
Lt..· I-·
L,._-1--
0
SCALE: 1" ~ 1 O'
GRAPHIC SCALE
"AS BUILT"
!~-~-
5
RCE 44 li'o EXP. (,. 10-0$
REVIEWED BY:
?1/~
INSPECTOR
(')
0
DATE
DATE
1-----+---+-------------i-----,----,------r--i I SHE2ET I CITY OF CAR LS BAD I SH3EETS I
ENGINEERING DEPARTMENT ~='..':::==================-===
'
PROPOSED RETAINING WALL
PER RSD C-1
EXISTING GRADE
rr-'-ll -i~ -~·----. l.,, ___ ,,_,
aW"'-PROPOSED WALL NO. 44180
Exp. 6/30/05
ENGINEER OF WORK
PREPARED BY:
SAXON ENGINEERING SERVICES
1030 CALLE SOMERA SUITE A-2
SAN CLEMENTE, CA 92673
(949)366-2180
e-maiJ: ses2sc@aol.com
I~ H-~-
KURT M SAXON, RCE 44180 DATE
'l./4 a'!>
DATE
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLAN FOR:
FRYE SINGLE
llWN RY: ORF
CHKD BY: ~
RVWD BY: ...\2,e..B.:.
JN 1693-03
FAMILY RESIDENCE
PROJECT NO. DRAWING NO,!
COP O 1-11 402-0Ai
GP2
09100'2
EROSION CONTROL NOTES
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE ASH AT (949)636-1545
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 FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
J. 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 CrTY 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 PUBLIC 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 F'ROM THE FACE or
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 FIVE (5) DAY RAIN PROBAEILllY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER OFBRIS SHALL BE RfMOVFD AFTER EACH RAINFALi ..
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEOED 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 .35.02.3 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
12. EROSION CONTROL METHOD, HYDROSEEDING AND/OR MIX MAYBE SUBTITUTED WITH ALTERNATIVE
ERROSION CONTROL METHODS WITH THE AUTHORIZATION OF THE ENGINEERING DEPARTMENT.
TEMPORARY EROSION CONTROL
Pt.ANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTAUED 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:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE lN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOW!NG CONDITIONS
EXIST:
a. 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.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITFRIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. 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.
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 SPECIFIC REGARDING THE NUMBERS.TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROwrH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
D.
E.
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 CAUFORNICA
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, AND 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 a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTER~ 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.
NON-PHYTO-TOXIC wmING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRA.CTOR.
2. TYPE 1 MULCH APPLIED AT TI--1E RATE OF NO LESS THAN 2000 lbs PER ACl'{E.
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.
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:
a. 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 a 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 $AUNE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
' ' ' ' '
' ' I
'
10
BENCH MARK
DESCRIPTION:
LOCATION:
RECORDED:
ELEVATION:
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
POINSETTIA BEACH
0
SCALE: 1 " = 1 O'
GRAPHIC SCALE
UNIT
MAP
0
PK NAIL NEAR INTERSECTION
NO.
3697
CARLSBAD BOULEVARD AND CEREZO DRIVE
PER CITY OF CARLSBAD IMPROVEMENT
DRAWING NO, 331-7
51.44 DATUM: MSL
1
FILL SLOPE
9 IN (23 CM)
'
EARTHEN RIDGE
~
C 111mm - - -fll m
I== l·--111-··-1 It-· ··111"""111· .. ·1 I I''"·!''
'" TTT MIN.
2 FT
(0.6 M)
UNLINED SW ALE & BERM
LEGEND
=
x--x--x-
GRAVEL BAGS
SILT FENCE
EROSION CONTROL NOTES:
@ CONTRACTOR SHALL INSTALL GRAVEL BAGS (TWO BAGS HIGH) TO KEEP
DEBRIS AND SILT FROM FLOWING ONTO THE STREET DURING CONSTRUCTION
@ TYPICAL GRAVEL PLACEMENT FOR ALL AREA DRAINS.
All AREA DRAINS SHALL HAVE GRAVEL BAGS, 1 · 2 BAGS HIGH
DURING CONSTRUCTION.
@ INSlALL SILT FENCE (SEE SILT FENCE DETAIL HEREON)
QUANTITY
100 LF
50 LF
70 LF
50'
1. SET POSTS AND EXCAVATE A
4 BY 4 IN ( 10 BY 1 0 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
P.JT~!""<[
l.w l,J
01
c
f.Y n. ::,;
Ld _ _II
=::)
()
()]
SILT FENCE
~~-~··· ·i i
I
l
I
l
--· ----I I r
C)
<(
CT)
(f)
_J
0::: <r:
()
I
NO. 44180
E,p. 6/30/05
l
l
l
l
l
I
l
I
~·-------.----~ ---·---=
~AFf)II\N ClJRR
ENGINEER OF WORK
SAXON £NG/NEERING SERVICES
1030 CALLE SOMBRA, ST£ A2
SAN CLEMTETE, CA 92673
/4:::.J-/IVf.~
KURT M SAXON, RCE 44180 DATE
l
l
I --1
I
I
I
I
I
I
l
l
t---+----<------------+---+---+---+---1 I SH3EET I Cl TY OF CARLSBAD I SH3EETS I
ENGINEERING DEPARTMENT ~=="-============"-==~
DATE INITIAL DATE INITIAL DATE INITIAL
ENG!NEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
EROSION CONTROL PLANS FOR:
FRYE SINGLE FAMILY RESIDENCE
APPROVED LLOYD El. HUE/EIS r
4-<•~-~ ~~i,,A t!f/;1)/PiB PE 23889 ~RES/ 31/01 CITY ENGINEER DA TE
DWN BY: _l)_~
CHKD BY:~
RVWD BY: ~
PROJECT NO.
CDP 01-11
JN 1693-03 EC
DRAWING NO.
402-0A
08-14-02
091002