HomeMy WebLinkAboutDWG 422-8A; CT 03-13; BLACK RAIL RIDGE SUBDIVISION; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE
CARLSUAD MUNICIPAL CODE.)
THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
iJF 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
STl<NDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED r!EREON AS THEY MAY
PE/i/AIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
F?EV/SE THESE PLANS W/·IEN 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
D/SCOt'lci'f/0 DURING CONSTRUCTION. ALL PLAN REVISIONS SI/ALL BE PROMPTLY
SlKJ/11: 'L/! !O THE CITY ENGINEER FOR APPROVAL.
L,. A 1/IGHl or WAY PERMIT FROM Tl-!E CITY ENGINEER WILL BE REQUIRED FOR ANY
WORI< IN THE PUBLIC RIGFIT OF WAY. PRIOR TO PER/1/T /SSUANCC, A
CCRTIFICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TIIE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" ,~EY RATING GUIDE.
5. UNLESS EXEMPTED BY SECTION 30I.(B)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEP/\RIITE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAi DRAWING SHAU BE REVISED ro REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
II. ACCESS FOR FIRE AND OTIJER EMERGENCY VENICLES SHALL BE MAINTA/NED TO
THE PROJECT SITE AT Al L TINES DURING CONSTRUCT/ON.
30. STORM DRAIN PIPE SHALL BE REINFORCED coNrnETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STOR/1 DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED p,qOV/DED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-1, TYPE "C" AND PIPE MEETS ASTM STANDARD 303/, FOR
SOR 35 SOLID WALi_ PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
G,qADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPERLY C0/1PACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFF/CIENTL Y
AHEAD OF GRADING TO PER/11T THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGBE
PACIFIC BEU
ADELPHIA CABLE COM/1UNICA TIONS
CITY OF CARLSBAD
(STREET AND STOR/1 DRAIN)
*CARLSBAD MUNICIPAL WATER DISTRICT
(WATER, SEWER 8 RW)
*SAN DIEGU/TO WATER DISTRICT
*LEUCADIA WASTE WATER
*VAUEC/10S WATER DIS/RICI'
*OLIVENHAIN WATER D1sm1cT
*BUENA SAN/TA TION DISTRICT
*/Is APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
/-800-422-4/53
(800) 660-7343
(800) 892-0/23
(160) 438-7741
(760) 434-2980
(760) 438-2722
(760) 633-2650
(760) 753-0155
(760) 744-0460
(760) 753-6466
(760) 726 /340
A. FOR CON/ROLLED GRADING I/IE APPLICANT Nlfl'cS A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO G!Vf TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WOR~ IN PROGRESS (/5.16.IZOA.8}
CARLSBAD NUNICIPAL CODE.
-------------~-
INDEX MAP
SCALE: l"=/00'
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES,
EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS,
SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED BY THE CITY ENG/NEEF/.
/. CARLSBAO MUNICIPAL CODE
2. CITY OF CARLSBAD ST•lNDARDS
3. THIS SET OF PLANS
4. RESOLUTION NOS. 5602, 5603, 5604, 8 5605 DATED APRIL 21, 2004.
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC WO. 40I5-ABCDATED SEPTEMBER;}., 2003 AND THE GRADING
PLAN REVIEW AND GEOTECHNICAL UPDATE LETTER, W.0. 4760-A-SC,DATt:D 4/5/05,BYGEOSOILS,INC.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED MAY 18, 2004.
10. STORMWA TER POLLUTION PREVENTION PLAN FOR BLACK RAIL RIDGE SUBDIVISION PREPARED BY MLB ENGINEERING DATED
AUGUST 2, 2004. .. -. . ··, .. ,: -.. • ·· '
II. STORMWATER MANAGEMENT PLAN FOR BLACK RAIL RIDGE SUBDIVISION PREPARED BY MLB ENGINEERING, DATED AUGUST 2, 2004.
LEGEND
IMPROVEMENTS: owe. No. *' SYNBOL QUANTITY 12. WHERE TRENCHES ARE WITHFN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBNITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCFPALL Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOFLS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERN/T-THE FOLLOWING
REPORTS NUST BE S/JBNITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {/5.16.l20A./O} CARLSBAD NUNICIPAL CODE:
GRAPHIC SCALE
f-(/)
(L
..
~ ,,,
00
U)
0 0 N ' 01 ~
"'
0
13. A SOII.S COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN TNE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFF'SS/ONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRINC!PALc Y DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. AU FIi I. OR FUWRE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCf WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
"EARTHWORK SPFCIFICAT!ONS" ATTACHED TO THE PRELIMINARY SOILS
INVEST/GA T/ON. DAILY FIELD CONPACTION REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRCCONSTRUCTION NEET/NG S/!ALL BE HELD AT THE SITE PRIOR TO TIJE
_BEGIN/j_/f'/!i_OF lo/ORK AND SI/ALL BE ATTEND[O BY ALL REPRESENTATIVES
RESPONSIBLE FOR CO/.ISTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL
OT.YER ASPECTS OF TIIE WORK. me CONTRACTOR SliALL SCHEDULE TH[ MEETING
THROUGH THE PERMIT CLERK (760) 438~3891 AT LEAST FIVE(S) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SUIEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT TIFE MEETING.
15. ALL FNSPECTION REQUESTS OTHER THAN FOR PRECONSTRIJCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
/760) 438-3891. /NSPECT1UN REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.N.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.11. WILL BE SC/IEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACT0,9
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SNORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO AU LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ,9EGULAT/ONS.
17. TIFE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUB/1/TT/NG
A DETAIL /-'LAN 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
fXCAVA/'/ON OF SUCH TRENCH OR TRENCHES OR DURING T/1E PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY TfiE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAV.4TION. IF TIJE PLAN VARIES FR0/1 THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADi1!NISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBIT APPL/CAT/ON FOR BLASTING
PERMIT WELi. IN ADVANCE OF THE SCHEDULING OF 8/ASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICALIPALEONTOLOGICAL RESOURCES Al<E DISCOVERED WITHIN
ANY WORI< AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE !,"1MED/A TEL Y.
AND THE PERMITTEE WILL NOTIFY TIIE CITY ENGINEER. OPERATIONS WILL NOT
RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE
CITY ENGINEER TO DO SO.
20. Al F. OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WAR/1/NG UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTIIER ASSOCIATED
GRADING EQUIPMENT SHALL BF LIMITED TO THE PERIOD BETWEEN 7:00 A.11. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EART11MOV/NG OR GRADING
OPERATIONS SHALL BE CONDUCTFD ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS iS AVAIi.AB/ FAT THE ENG/NEFRING DEPART/1ENT COUNTER.)
21, ALL OFF-SITE HAUL ROUTES SHALL BE SUB/1/TTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONS/BLF FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
23. B,RUSH Sf/ALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO ORA/N,GRADING RESJJL TING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. T/1ESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
/Ht C//Y ENGINEER OR AS /J/RtCTED BY THE PROJFCT INSPECTOR.
26. ALL SLOPES SHALi_ BE TRIMMED TO A FFNISf/ GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDER!_ Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REl10VED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SI/ALL BE IRRIGATED, STABILIZED, PLANTED AND/OR i!YDROSEEDED
WITl1/N TEN (/0) DAYS OF THE TINE WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS C0/1PLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH C/TI'
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF C0/1PUANCE
LETTER FROM CITY ENGINEERING DEPARTNENT).
(2) AS-BUii. T GRADING PLAN.
(5) ,9EPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMl1ENOED SOIL BEARING CAPACITIES, A STATE/1ENT AS TO
THE EXPANSIVE QU/1LITY OF TIIE SOIL, AND SUNMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATENENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECONMENDATIONS OUTLINED IN TIIE PREUNINARY SOILS REPORT
AND ANY SUPPLEl1fN rs THERETO. (4) RffORl WITH AS-BUil T Gt.OLOG!C PLAN, IF REQUIRED BY THE
CITY.
JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I}
YEA,q AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED
TO BE ,qESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TIT/ED PRELININARY GFOTFCHNICAL fVALUATION Bi.AC!( RAIL RIDGE
PREPARED BY GEOS0/1 S, INC., DA TEO SEPTEMRER 3, 2003, SHALL BE CONSIDERED A PART
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HE,qEBY DECLARE THAT I A/1 THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONS/STANT WITH CURRENT STANDARDS.
I UNDE.%TAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER Of WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: MLB ENGINEER/NG
ADDRESS: 600 SOUTH ANDREASEN DRIVE, SUITE E
CITY, STATE: ESCONDIDO, CA
TELEP/JONE: (760) 71,/ 3577
BY:~
MICHAEL L. BENESH
RC.E. NO. 37893
REG/STRA TION EXl'IRA TION DA TE: J/31/J)lf 07
SOILS ENGINEER'S CERT/FICA TE
/, l)A..IO "'-~<ELl'I , A REGISTERED CIVIL
RCE 37893
, DATE: 31M
ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE,F/ELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME DR UNDER MY DIRECTION BETWEEN THE DATES OF
AUGUST 18 , 2003 AND APRIL 5 , 2005. TWO
COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVEF/-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY 01"
THIS SITE.
/00 ~-
N CITY
crrY OF ENCINITAS
VICINITY MAP
NO ',CALE
~
SOURCE OF TOPOGRAPHY
EARTH GRAPHICS, INC.
/310 EDINGER AVENUE
SANTA ANA, CA 92705
(714) 54/-9944
DA TE FLOWN: JANUARY, /99 7
THE TOPOGHAPHY SHOWN HERON CONFORMS TO NATIONAL
MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUNBER:
2/5-070-33
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 1984 E 6243.
BENCH MARK
DESCRIPTION: OC-0179 DISC SET IN WES{ END OF SOUT/1
HEADWALL OF 24" RCP
LOCATION: 0. 4 MILE EAST OF INTERSECTION OF LA
COSTA AVE. AND SAXONY ROAD.
COUNTY OF SAN DIEGO, DEPT. OF PUBLIC
WORKS: REPORT SV0/06-0/,10/15/85
/3.87 DATUM: M.S.L.
I
• 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED () . j . j E • '
0 50
! !
/00 200
! l
( IN FEET)
/ INCH = 100 FT.
WD/D
WDID # 9 37C331670
PRIORITY: I-{ lt,H
LEGAL DESCRIPTION:
400
1
A PORTION OF T,~E NoRm HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP /2 SOUTH, RANGE 4
WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF.
BASIS OF BEARINGS:
IHE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA [OORDINA TE SYSTEM
-1983, ZONE VI, /99/.35 EPOCH, NORTH AMERICAN DATUM OF /983 (NAO 83),
GRID BEARINGS BETWEEN STATION ECR 0009 AND STATION ECR 0011 AS SAID COORDINATES
ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY
RECORD OF SUPVEY NO. 1727/, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY
RECORDER ON FEB. 8, 2002.
IE: NORTH 30'48'30" WEST
REFERENCE DRAWINGS:
4/0-6 INPROVENENT PLANS FOR MS 0/-04
ABBREV/A TIONS
BW BACK OF WALK RIW RIGHT OF WAY
ELEV ELEVATION RW RECLAIMED WATER
FL FLOW LINE s SEWEP
DRAINAGE DITCH (TYPE B)
SUBDIVISION BOUNDARY
PROPOSED LOT LINE
PROPOSED PAD ELEVATION
EASE/1ENT LINE
SLOPE BANK (2: I MAX.)
PROPOSED GRADE
SPOT ELEVATION
EXIST. CONTOURS
GRAVEL BAGS
SILT FENCE
S:'iBILl2ED CONSTRUCTION ENTRANCE
RIP-RAP (125 LB CLASS) 7.5'x7.5'x2' DEEP
FIBER ROLLS
HYDROSEED
D-75 ---_,, __ ---
3.2%
332.0
u ...
-•--•--
-----m'-----m-
QUANTITIES ARE SNOWN FOR BONO PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FDR BID QUANTITIES PER PLAN.
NOTES:
LT ~ LEFT OF CENTER LINE
RT = RIGHT OF CENTER LINE
CMWD W-= REFERS TO CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS
CSD = REFERS TO CITY OF CARLSBAD STANDARD DRAWING
SDRSD = REFERS TD SAN DIEGO COOVTY REGIONAL STANDARD DRAWING
* = IND/CA TES As MODIFIED PER CITY OF CARLSBAD STANDARDS
500 LF
400 EACH
950 LF
I EACH
25 CY
760 LF
15,000 SF
** ~ ALL REFERENCED STANDARD DRAWINGS ARE AS PROVIDED IN SAN DIEGO REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE SPECIFIED.
FP FLOOD PLAIN SD STORM DRAIN CARLSBAD MUN/Cf PAL WATER DISTRICT P~NNING DEPARTMENT APPROVAL "As-8UIL T"
FS FINISHED SURF A CE SF GROSS SOUARE FEET
GB GRADE BREAK TC TOP OF CURB
IE INVERT ELEVA TIO// TF TOP OF FOOTING
MH MANHOLE TW TOP OF WALL
NSF NET SQUARE FEET vc VERTICAL CURVE
NTS Nor To SCALE w WATER
p PAD ELEVATION ws WATER SURFACE
PL PROPERTY LINE
PVI POINT OF VERTICAL INTERSECTION (VC)
RCP REINFORCED CONCRETE PIPE
EARTHWORK QUANTITIES
CUT: 421 CY
RoBERT J, WOJCIK, rl5fury CITY EN'EER
R. CE JJ698, REG. EXP. 8150106
o;Ji
~ --y/6',t DATE
• SIGNED
fl$Sl!ht..,.,_ PLANNING DIRECTOR
(")fuAcltJ\_ 1C: D
4<? MICHAEL L. BENESH
DATE ~ R.C.E. 37893, REG. EXP. JIJ/1
DATE
REC0/1MENDED BY u ,._,J l .u~"'-"'(,,,-'-1....,_ ___ _
~AME
GRADING AND EROSION CONTROL PLANS FOR:
BLACK RAIL RIDGE SUBDIVISION
APPROVED: Li.OYD B. 1/UBBS /?J'. ~ BYTHECITYOFCARLSBADLANDSCAPEMANUAL, THELANDSCAPINGPLANSFOR _,.,-By·)\ ~-h()<,1'.':'.'.',..._;1'~D''TE' ~LbLOS" . . n __ g 1 n_ e er 1 n g
THIS PROJECT, DRAWING No. 422-BL AND/OR AS DIRECTED BY THE CITY ~ ~ ~ ENGINEER oR PLANNING DIRECTOR. ~ e.u:i_ ~e, ll.l. BY~ n.-J:°Hl;, :t'"flo ~ ~ Prqfesstonal Civil Engineers and LAnd S urvryors FILL: 2J,Jo9 cY G. xP. 121311200s
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE 3443 CAMINO DEL RIO Sotn-H, SUITE 312 22,881 CY ~ THE WORK OF THES[ GRADING PLANS WITH THfi.T SHOWN ON BOTH THE LANDSCAPE SAN DIEGO, CA 92108 600 South Andreasen Drive, Suite E, Escondido, CA 92029 IMPDRI: DATE INITIAL DATE INITIAL DATE INITIAL DRAWN BY:~~-i'RoJECT No. DRAWING No.
"'( AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS (619) 280~5777 REMEDIAL OVEREX.: 13,500 CY REVISION DESCRIPTION CHECKED BY: ,5~ CT 03-/3 422-BA ct L---=WOR=K~IN~A:c:·c~OR:D:AN:C:E;W~IT:H~T://E:.L~AN:V:S:C:AP:'E~M:A:NU:~~L~T:IM:E:RE:·Q:U:IR:E/1~E:N:TS~ ..... -.... _. .... _...,. _______________________ r_h_on_e_7_6_0_7_4_1_-3_5_7 .. 7 ...... F .. AX_7_6 .. 0 .. 8 .. 9_7_-2_1_6_s __ E_-M_•i_l,_M_L_B_e_11_e_,h_®~p-•-cb~e-ll_.n_e_, -------------------==EN='Gl=NB=ER=O=~=fj,l=QR/(====================O=THE=R=A=PP;RO=VA;;L=!::=Ci=rY=A=PP=RO:VA=L=!=R:E:Vlt=f½~ED:8:Y::;;):L.;R;;;:::==============~
:053105
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>---------------------------1<1/W= 102'---------------------------<
f----------------51'--------------+-------------~t''-------------I
>---/0'--~---------4/'----------f------------,4/'-------------10''---!
Ii PROVEMENTS PER IMP. PLAN 360-3
'7Joinsettia ~ane
/vf AJOR ARTERIAL STREET (PUBLIC)
DESIGN SPEED 50 MPH T/=8, 5
MINIMUM SECTION 5 AC I 6 AB
1----1.4~-i-----!
2%
2%
6''MIN,
TYPE "G" CURB 8 GUTTER (TYP.)
5' WIDE -4" PCC SIDEWALK (TYP.)
STREET LIGHT LOCATION
FIRE HYDRANT LOCATION
=---11----ST, LIGHT (TYP) -::::r---i----,ST, LIGHT (TYP.)
RIW RIW
>-------------,60'--+----------ttt-----<
f-------30'-------+------30'----ttt-----/
~-!2'--+----20''---~-llf-/0'--i
.--+.--2' 4" Cl 6" CL II AB (OR
PER SOILS REPORT)
2' -----;J,5'
5'-f'I'
TYPE A" AC DIKE 'C> <: ~~
~fcJfRMA
6 IN,
0 8" SEWER MAIN
~l'iton 6tl'eet
STA T!ON !2+65 TO !5+0J
RESIDENTIAL STREET (PUBLIC)
DESIGN SPEED 25 MPH T/=5, 0
MINIMUM SECTION 4 AC I 4 AB
1:-'
IRE HYDRANT (TYP.)
TYPE "G" CURB
/l GUTTER (TYP.)
=----j:..__ ___ ST. LIGHT (TYP.)
RIW RIW
I------Ht-----------h60''-------llf-----l
t-------ttt----J0'-------+-------30'---<tt------/
r--/0''----1,H---,----20'---+----20 ''----,-iifl-c/0'-
2' >---/2'±--
-----
------·-
FUTURE
RIW RIW RIW
f-----42''-t-----------ttl------j
EXIST, CHAIN Lt 1r FENCE ON RIW±
RIW
TYPE 'A" AC DIKE 'C> <: ~~
4" Cl 6" CL II AB (OR
PER SOILS REPORT)
Q 8" Wj;ffR MA V
6 iN.
0 8" SEWER MAIN
Z::l'iton St,eet
STATION !5+03 TO /6+62
RESIDENTIAL STREET (PUBLIC)
DESIGN SPEED 25 MPH T/=5, 0
M!NIMU/1 SECTION 4 AC I 4 AB
1---,ST. LIGHT (TYP.)
FIHE HYDRANT (Typ.)
TYPE "G" CURB
/l GUTTER (TYP.)
RIW
l--flf-------------+-60''------------1
1--ttt----~JO''------+------J0''--------1
f--ttt--~,6 ,,_ ---+-----/4 '----+----~'1± '--~
4,5' 5,5' 20'----<
,41,+-_1' 4" AC/ 6" CL ii AB (OR
PER SOILS REPORT)
--1
' -X: AC SWALE To BE REMOVED
-----.
\~,, MIN.
8" WATER MAIN C2 __ /0'--I 4" AC/ 6" CL II AB (OR'\
PER SOILS REPORT)
0 8" SEWER MAIN
1--~-""-'---21'----
4" PCC SIDEWALK (TYP.) 0 r IN, EXIS~, 8' SEWER~ '2'
IRE HYDRANT (TYP.) 4" PCC SIDEWALK (TYP.) () -/'_"\,
TYPE "G" CURB 8 GUTTER (TYP) -/ /3' ''c0,j"
TYPE "G" CURB _/ ___ /
/l GUTTER (TYP.) EXIST, 12" WATER MAIN ()
Z'riton 6tl'eet
STATION l0+00 TO l2+65
RESIDENTIAL STREET (PUBLIC)
DESIGN SPEED 25 MPH T/=5, 0
Mill/MUM SECTION 4 AC I 4 AB
Z'gpieal Street .Sections
THE STRUCTURAL SECTIONS SHOWN ARE EOR QUANTITY PURPOSES ONLY. THE ACTUAL STRUCTURAL SECTION WILL BE BASED ON
R-VALUE ESTABLISHED IN THE FIELD, SEE STREET NOTE No. / ON SHEET/,
EXIST. /8" WATER MAIN
fs';tae~ ~ail ~oalJ
RESIDENTIAL STREET (PUBLIC)
DESIGN SPEED 30 MPH T/=6, 0
MINIMUM SECTION 4 AC I 6 AB
Engineering
Prqfessional Civil Engineers and Land S urvryors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net
ENGINEER OF WOR
MICHAEL l. BENESH, RCE 37893
REG, EXPIRES 513/l{)ff 07
l
"AS-BUil T"
(
MICHAEL l. BENESH DATE
R, CE 31893, REG, EXP, 3/31/11(! fir
REV1EWED BY:
>----<------+--------------------<f----+----+---+----1 I si2r I Cit Y sv~~1NG S~r~!, Sb ad I SH~rs I
DA TE lNITIAL
ENG/N[EH Or J.foHK REVISION DESCRIPTION
DATE
0THEJ/ APPROVAL
OATE INITIAL
CITY APPROVAL
GRAD1NG ANO EROSION CONTROL PLANS FOR:
BLACK RAIL RIDGE SUBDIVISION
CT 03-13
AA"ROVED: LLOYD 8, NU/JBS (JY'
A < rr. f#-v-e-;~~ '6-c1rr ENGWEER 2J889RE. .ExP, /2/3//2005
DRAWN BY:~~-
CHECKED 8V: _,,.,;,~¥.'c-=-
REVIEWED BY:
PROJECT No.
CT 03-13
DRAWING No,
422-BA
' 1053105
' '
..
EXIST. E.P.~
RETAINING W4LL TYPE I, SDRSD C-/ (SEE PLAN)
REl1AINDER PARCEL
J,30D SF
TYPICAL DRAINAGE SWALE DETAIL -RETAINING WALL
Nor To SCALE
JO' SHARED ACCESS,
UTILITY 8 FIRE ACCESS
EASEl1ENT
(No PA.RKING', BOTH S!DtS)
JL---15' ,_ /5''-__ _,,
f-_
°' "' ~~ !E -J a.:
.<----20··--!----.I
FG PER PLAN
6'
I'
2 P4D GRADE
Iv
1-t1,;;~-+4" PVC INLET @ 20' 0. C.
2 l % ± ;:'.: J" PVC D.RAIN PIPE THRU WALL
;r7/-t6------~4--;.:~
1% MIN. SWALE
PAD GRADE
2:/ SLOPE
PAD GHADE
1% MIN. SWALE
P;,o GRADE
TYPICAL DRAINAGE SWALE DETAIL -NO RETAINING WALL
Nor To SCALE
SECTION D
Nor To SCALE
RET. WALL TYPE 2, PER SDRSD C-2
1---20' UTIL. EASEMENT----
\
Nor A PART LOT l
/0 00
. I
PROP. GRADE
-J'-
Nor To SCALE
Lor "/2" -OPEN SPACE--f---Lors 8 8 9
I 6' SIDE YARD FENCING
!SOUND WALL
PAD GRADE
SECTION 8
Nor To SCALE
LOT "/2" -OPEN SPACE 1-LOTS I -5
-VARIES-
VARIES r6' REAH YAHD FENCING
VEG. SWALE
SECTION A
Nor To SCALE
-(®)
GRAPHIC SCALE
BENCHMARK: 40 0 20
DESCRIPTION: OC-0179 DISC SET IN WEST END OF SOUTH HEADW4LL
OF 24" RC?
LOCATION: 0.4 MILE E•sr Of INTEHSECTION Of LA COSTA AVE.
AND SAXONY ROAD.
RECORDS F,qo11: COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS:
REPOHT SV0/06-01,!0/!5/85
ELEVATION: /J.87 D4TUl1: /1.SL
I •
Engineering
Prefessional Civil Engineers and Land S urvryors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBcncsh@pacbcll.net
( IN FEET)
/ INCH , 40 FT.
ENGINEER OF
/1tCHAEl L. BENESH, RCE 37895
REG. EXPIRES J/J!IM 07
"AS-BUILT"
/'1/CHML L. BtNi:SH
R.C.E. 51893, REG, EXP. 5/5/,w 07
REV.'EVIED BY: IN(Z✓/24:
DATE
DATE
I s131EET I c·t t c 1 b d Cb] l---+----+-----------------/---1----+--+----! J y EN~VEERIVG DEP~~VTS a SH~IS
f---+----+-----------------1---1----l----1----1
DAIE INI.T!AL DATE ,'i-i!TIAL
ENG:'NE£i? 0" I.YORK REVISION DESCRIPTION OTHER A.PPROVA!.. CiTY /!PPRCVAL
GRADING AND fROS!ON CONTRCL f'LkVS FOR:
BLACK RAIL RIDGE SUBDIVISION
CT OJ-IJ
APPROVED: LLOYD 8. HUBBSdY
DRAWN B'r':~--
CHECKED BY:_..if.,.___
REV!flYEO 8 Y:
PROJECT Na.
CT 03-13 422-BA
' , 053105
EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MR. CHRISTOPHER VAUGHN AT
6/9 850-9884 . (PHONE NUMBER)
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.
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 C/RCUNSTANCES WHICil NAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO AREAS WHERE INPOUNDED WATERS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEAS/RES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCOHPORA TED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERINETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORKING DAY.
9. ALL RENOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE
FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL
BE RENOVED AFTER EACH RAINFALL.
/0. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4-INCH MIN!NUM AGGR[GATE.
II. SHOULD GERNINA T!ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
COVERAGE) PRIOR TO NOVEMBER /5, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF /HE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PERNANENT AND TENPORARY EROSION CONTROL PLANTING AND !RR/GA TION SHALL BE INSTALLED AND MA /NT A/NED AS
REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING:
A, HYDROSEEDING SHALL BE APPLIED TO:
I. ALL SLOPES Tl/AT ARE GRADED 6:/ (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
A. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
8. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6:/ WHEN ANY OF THE FOLLOWING CONDITIONS EXIST:
A. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT!ON 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 IMNEDIATE TREATNENT.
8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
/. ALL SLOPES THAT ARE GRADED 6:/ OR STEEPER AND THAT ARE:
A. THREE TO EIGHT FEET IN HEIGHT SI/ALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE
BIBS OR A CONVENTIONAL SYSTEN OF LOW PREC!P!TA TION SPRINKLER HEADS PROVIDING /00% COVERAGE.
8. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION
SPRINKLER HEADS PROVIDING /00% COVERAGE.
2. AREAS SLOPED LESS THAN 6:/ SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING.
THE DEVELOPER SHALL SUBNIT A PROPOSED SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL
SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELENENTS OF THE PROPOSED SYSTEM.
3. !RR/GA TION SHALL NA!NiAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPT/MUN LEVEL FOR THE GROWTH OF THE
HYDROSEEDED GROWTH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
/. 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 E SCHOOL CIA CALIFORNICA
D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
E. J LBS. PER ACRE OF AL VSSUM ( CARPET OF SNOW)
F. f/2 LB. PER ACRE OF DINORPHOLECA
G. ITEMS C,D,E, AND F OF THIS SUBSECTION NAY BE OMITTED ON LOCA T/ONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FRON EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
II. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
/. ALL SEED NA TERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTNENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED
ON SAID CONTAINERS.
J. NON-PHYTO-TOXIC WETTING AGENTS NAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF
THE CONTRACTOR.
2. TYPE/ NULCH 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 NECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF ANHONIUM PHOSPHATE SULFATE, 16-20-0, WITH /5% SULPHUR APPLIED AT THE RATE
OF 500 LBS. PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.·
/. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A CONBINA T!ON OF:
A. TRACK WALKING SLOPES STEEPER THAN 6:/
B. HARROWING AREAS 6:/ OR fLATTER THAT ARE SUFFICIENTLY FRIABLE.
C. RIPPING AREAS THAT WILL NOT BREAK UP USING !TENS A OR B ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
A. ADJUSTING THE SURFACE SOIL NO!STURE TO PROVIDE A DANP BUT NOT SATURATED SEED BED.
8. THE ADDITION OF SOIL ANENDMENTS, PH ADJUSTNENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYDROSEED/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
C0/1PLETED AND ALL BONDS RELEASED.
8" MIN. DIA. FIBER ROLL IX2 STAKE(2 FT. LONG)@ 4' 0. C.
2" TO 4" DEEP TRENCH
ENTRENCHMENT DETAIL
lx2 STAKE(2 FT. LONG)
INST ALLA T!ON DETAIL
FIBER ROLL DIKE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
-------------..---:'i /___.--,:/
~~
::.------: JISI"'"'
J. ATTACH THE FILTER FABRIC TO
THE WIRE: FENCE AND EXTEND IT
INTO TH[ TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
9 IN.
MIN.
2 FT
EARTHEN RIDGE
UNLINED SWALE & BERM
WIRE SCREEN
GRAVEL FILTER
........... ..... ....................... ························· •·••························ ...... ..... .. .. . ·; .. .
w:rr~o:TH " TTf_"rLl47'TI 11ill11illITTIIII "
SEO/MEN T -:1TT':=111=1 I 1-11 I= _
-"1=111 II •
SEDIMENT
FIL TEREO WATER
DROP INLET
WITH GRATE
CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE
COMPACTED SOIL
TO PREVENT PIPING
2X6 S!HUT(S)
RUNOFF WATER
WITH SEDIMENT
STAKED
STRAW BALE
2X6 STRUT/SJ
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS =Ill
FLOW
2X6 STRUT(S)
,qEQU/RED WHEN
NOTCD ON PLANS
HAY BALE SILT BARRIER
GRAVEL 13AGS OVERLAP
ONTO CURB \
3 FT (0.9 M) MIN.
RUNOFF
0
0
0
0
0
0
0
0
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE Lil YERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
4"-6" LOGS
24>1
18"
I
LOG CHECK DAM
A
POINTS A S/-/OULD BE HIGHER THAN POINT B
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
(TC-1 Modified as Follows:
Metal Shaker Plates required unless specifically
waived by the engineering inspector due to site
constraints .
Rock Size shall be z" Minus.
A fence, barricade or other device approved by
the engineering inspector shall be used to
restrict construction traffic to the construction
entrance.)
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
SYMBOL
llllll llllllll 1111111 1111111 11111111
--•--•-
HAY BALE CHECK DAM D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN 0
6 IN (15 CM)
\ r
0
HAY BALE SILT BARRIER
24 IN (61 CM)
j
COARSE AGGR GRATE
LIMITS OF CLEARING & GRADING
GRAVEL BAGS
t
24 IN (61 CM) PUNCHED STRAW
L=D!STANCE SUCH THAT POINTS LOG CHECK DAM
A AND B ARE OF EQUAL ELEVATION
HAY BALE CHECK DAM
,,_111-m311-
GRAVEL CHECK DAM GRAVEL CHECK DAM
RIPRAP
FIBER ROLL
Engineering
Prefessional Civil Engineers and Land S uror:yors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBencsh@pacbell.net
VI VI VI VI
cxxrrnhxxxn
--I
-FR:----FR--
ENGINEER OF WORK
...~ c!7v~r ..
MICHAEi. L. BENESH, RCE 37893 DATE
RFG. EXPIRES 3131/!}ff O 7
"As-BUIL r.•
~E
MICHAEL L. BENESH
R. C.E. .57893, REG. tXP. JIJI_,, 0
REVIEWED Br:
~@-t. DArt
l---+---!-----------------!---+---1----+---l I szr I City of Car·Jsbad Isl
ENGINEERING DEPARTMENT ~
DATE tvmAL DATE INITIAL DATE INJTJAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING 8 EROSION CONTROL PLANS FOR:
BLACK RAIL RIDGE SUBDIVISION
APPROVED: LLOYD 8. HUBBS I!> Y
DRAWN Br: ___ _
CHECKED BY: ~Jl'?"'f',,;.,-
REVlEWED BY: ,, L
PROJEC! No. !JRAWING No.
CT 03-13 422-BA
)
053105
CATCH BASIN PROTECTION (TYP.)
I
I
I
BENCHMARK:
DESCRIPTION:
LOCATION:
RECORDS FROM:
ELEVA T!ON:
OC-0179 DISC SET IN WEST END OF SOUTH HEADWALL
OF 24" RCP
0.4 NILE EAST OF INTERSECTION OF LA COSTA AVE.
AND SAXONY ROAD.
COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS:
REPORT SV0/06-0/,/0/15/85
13.87 DA ru/1: N.S.L.
GRAPHIC SCALE
40 0 r--·--( IN FEET)
I INCH = 40 FT.
HYDROMULCH NOTE:
CLEARED SLOPES FLATTER THAN J re / /1USi" BE PROTECTED PR0/1 EROSION USING EITHER AN APIWDVED BMP
OR BY HYDR0/1ULCH Wlr/1 A GUAR BINDER(CAL TRANS SS-3, SS-5). FLAT AREAS Of LESS THAN 5% (LIKE BUILDING
PADS, PARKING AREAS, LEACH FIELDS) SHAU HAVE /00% PROTECTION USING GEO TEXTILES, 11ATS (CAL TRANS
SS-7), OR OTHER MATERIAL APPROVED BY THE CITY FOR STABILIZING SLOPES, G.9 USING TRACKING AND SOIL
STABILIZERS/BINDERS (CAL TRANS SS-5). TEMPORARY SEEDING (CAL T,'?ANS SS-4), 11ULCHIWOOD CHIPS (CAL T,'?ANS
SS-3, SS-6, SS-8), OR JUTE MATTING (CAL TRANS SS-7).
Engineering
Prqfessional Civil Engineers and Land S urvryors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBcnesh@pacbell.net
RCE 37893
DATE; 31M
I 55T I
n
I\
'I
I!· 1 I !j
']
t
I
'
~r1 ( \ ,-,,
I I ' I I
\ I \ ___
\\E;) I
I '
ENGINEER OF WORK -
[,/-·1
/ f i
_'.__."-~ I ·, .... _~)
dz. BENESH, RCE 37!(i ~--D~A-TE-
REG. EXPIRES 3/JJl()lf 07
"AS-BUIL r"
HICHAE!. L. BENESH
R.C.E. 37893, REG. EXP. 3/31,..0
REVIEWED BY:
I~~ DATE "
City of Carlsbad
ENGINEERING DEPARTMENT
GRADING 8 EROSION CONTROL PLANS FOR:
BLACK RAIL RIDGE SUBDIVISION
/JPPROV'EO: LLOYD 8. HUBBS
CITY ENGINEER RC J889REG. P.imiiioosvE
I-~--+~--+-----------------+~--+---+~-+---~============::,;-,;=_=--=-=--=-=-=--=-=-=-=-=-=-=-=-=-,=:-;=======: D/J TE IN!Ti/Jl DATE //i//Tl/JL 0/J TE /t,i/TIAL DRfil'IN BY: fROJECT NO. DRAWING NO.
/4/4·e'(#'~~ ~~#,(-~
ENGINEER OF WORK REVISION DESCRIPTION OTHER /J.PPROVA!. CITY APPROVAL
CHEC<EDBY-: ~*=---CT 03-13 422-BA
REVIEWED BY:
1
053105
ffl