HomeMy WebLinkAboutDWG 431-6A; RP 04-4A; ROOSEVELT GARDEN CONDOMINIUMS; 01-06.. ' --i1't'tl!.t. ~ -.r., •,fi
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ROOSEVELT GARDEN CONDOMINIUMS WORK TO BE DONE GRADING NOTES
(IN A001110N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDoS ALL OTHER PLANS PR£VIOUSLY APPROVfD BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS StT OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR l\'A/Vf ANY PORnON OF THE
CARLSBAD MUNICIPAL CODE, RESOLU110N Of CON0/110NAL APPROVAL, CITY
STANDARDS OR OTHER A00/110NAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE: ENGINEER IN RESPONSIBLE: CHARGE SHALL
REVISE THESE PLANS f\HEN NON-CONFORMANCE: IS 01$COVfREO.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINE[R-OF-
1\0RK FROM RESPONSIBILITY FOR THE C0RREC110N OF ERRORS AND OMISSIONS
OISCOVfRED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL Bf PROMPTLY
SUBMITTED TO TH[ CITY ENGINEER FOR APPROVAL
~-A RIGHT-OF-WAY PERMIT FROM TH[ CITY ENG!Nl(R WILL BE REQUIRED FOR ANY
I\ORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CER11FICA TE OF INSURANCE MUST BC FILED NAMING THE CITY OF CARLSBAD AS
AN A00/110NAL INSURED ON THE P[RMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF 11.000.000.00 FOR EACH OCCURRENCE: or LIABILITY. THE . INSURAN
OMPANY 'M?ITJNG TH I Y MUST HA VE A RA TING OF A N A
CATEGORY O CLASS V AS £STA8USHEQ BY BESTS KEY RA TING GUI{)(,
5. UNLESS EXEMPTED BY SEC110N 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
0. NO I\ORK SHALL BE COMMENCED UN11L ALL PERMITS HAVE 8EE:N OBTAIN[O FROM
THE CITY ANO OTH[R APPROPRIATE AGENCIES.
7, APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOE'S NOT AUTHORIZE ANY
WORK OR GRADING TO Bf P[RFORM[O UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTA/N[O ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8, NO RCVISIONS l\?LL 8£ MADE TO THESE PLANS WITHOUT THE 'M?ITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE: PLANS AND THE 11TLE SHEET.
g, ORIGINAL DRAWINGS SHALL BECOME: THE: PROPERTY OF THE CITY UPON BEING
SIGNED BY TH[ Cl TY ENGINEER.
10, THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COND/110NS
BY mE ENG/NftR-OF-WORK PRIOR TO f /NAL ACCEPTANCE OF THE I\ORK BY THE:
CITY.
11. ACCfSS FOR FIRC AND OTHER CMCRGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TTMES DURING CONSTRUC110N.
12. f\H[RE: TR[NCH[S ARE WITHIN CITY EAS[MENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEF:T, (B) LABORATORY I\ORK SHEETS ANO (C) COMPAC110N
CURVES, SHALL 8£ SUBMITTED BY A PROffSSIONAL [NG/NEER OF mr $TATE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING OA \'S OF THE COMPLETION OF FIE:LD T[STS.
IJ. A SOILS COMPAC110N REPORT ANO COMPLIANCE V[RIFICA 110N REGARDING
ADHERENCE TO RECOMMfNOA 110NS OUTLINED IN mE SOILS REPORT IS REQUIRED
PRIOR TO mE ISSUANCE OF A BUILDING PERMIT. ALL CONiROLLED GRADING
SHALL BE DONE UNDER THE DIREC110N OF A PROFESSIONAL [NG/NEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN mE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FU1URE FILL AR[AS SHALL Bf CONSTRUCT£0 IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO TH€
"tARmWORK SPECIF/CATIONS" A TTACH[O TO mE PRELIMINARY SOILS
INVfS11GA 110N. DAILY FIELD COMPAC110N REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MITDNG SI/ALL Bf HELD AT J7-fE SITE PR/OR TO J7-fE
BfGJNNJNG Of 008/< AND SHALL Bf ATTfNDED BY All RfPRfSfNTATIVfS
RESPONSIBLE: FOR CONSTRUCTION, INSPECTION, SUPERVISl'fltJ TESnNG AND ALL OTHER ASPl'.C!S OF tRl WRK. THE: CONTRACTOR SHALL RE EST A PRECONSTRUC110N
MEETING BY CALLING THE /NSP[CTION LINE AT (760) 438-3891 AT LEAST FIVE(5)
WORKING DA \'S PRIOR TO STARTING CONSTRUCnOII. mr CONTRACTOR WILL THEN 8(
CONTACTED 8Y THE PROJECT INSPECTOR TO COORDINATE: A DATE ANO TIME FOR THE
PRECONSTRUC110N MEE11NG. APPROVfD ORA l\?NGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE: PROVIDED BY THE PROJECT INSPECTOR
AT TH€ M£EnNG.
I~. ALL JNSPE:CTION /UOUESTS 011:tER IHAN FOR PRfCONSTRUCV0/1 MITDNG WILL 8£ MADE BY CALL/NG JJ-iE ENG/NEERING 24 HOUR /NSPE:CTION REQUEST LINE At
{75Q) fJB-3891. INSPECTION REQUEST MUST Bf RECDVfD PRIOR TO 2: 00 P.M.
ON me QA Y 8E(ORE mr INSPECTION /~ N•EftfD· INSP€0110N$ l\?LL BE MAD€
THE: NEXT I\ORK DAY UNLESS YOU REQU ST O ERWISE. REQUCSTS MADE AFTER
2:00 P.M, WILL BE SCH£DULED FOR TWO FULL WORK DA\'S LATER.
16. THE OWNER ANO/OR APPLICANT THROUGH THE DEVfLOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO $HALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGVLA110NS.
17. mi: CONTRACTOR SHALL CONFORM TO LABOR CODE SEC110N 6705 BY SU8MIT11NG
A DETAIL PLAN TO 11-IE CITY ENGINEER ANO/OR CONC[RN[O AGENCY SHOl\?NG mr DESIGN OF SHORING, BRACING $LOPING OR omER PROVISIONS TO Bf MAOF:
OF WORKER PROTEC110N FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVA110N OF SUCH TR[NCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVf FEET (5J OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA110N. IF TH[ PLAN VARIES ERf½,lptjf!f~~G S/jrTfj STANDARDS ESTABLISHED BY THF: CONSTRUCTION S __ QB.____ Ti_[__
CAL/FORNIA AOMINISTRA 11\1£ CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED fNG/NITR AT TH[ CONTRACTORS EXPENSc, A COPY OF mr OSHA f}8~~H8~. PERMIT MUST BE SUBMITTED TO mr 1NSPtCTOR PRIOR TO
18. NO BLASTING SHALL BE PERFORMED UNTTL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLS8AO. SUBMIT APPLICA110N FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF 8LAS11NG. OPERA 110NS.
I g_ IF ANY ARCHAEOLOGICA R
DURING CONSTRUCTTON, 11 N I\? I
PERM/TTEE .WLL NOTIFY THE CITY [NG/NEER. OPE:RATION3 WILL N T RE:START
UNTIL THE: PERMITTEE HAS RECEJVfO 'M?ITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA 110NS CONDUCTED ON THE SITE OR A(}JACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS.
EARTHMOVING EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOC/A TEO
'f(;~O:f E~agJPtf~T J:;tJ!lETHWt1rtioAf ;;JtE tJR
1
<tJ./ft.!_A~TffG
7
'~ AJtiAii:fG
OPERA110NS SHALL 8£ _CONDUCTlD ON WflKENCS OR HOLl~AYS. (A LIST OF CITY
HOLIOA\'S IS AVAILABLE AT THE ENGINEERING OtP.~RTMENT COl.JNIER.)
21. ALL Off-SITE HAUL RCX)T£S SHALL Bf SUBMIT!f£ BY TH£ CQNTllACTOR TO ~
CJTY lNGJNt{R FOR APPROVA . FULL. I\Ok~ G OA\'S PRIOR TO BEGINNING =
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASlf MATERIAL SHALL Bt
DEPOSITED AT, A SITE APPROVfD BY THE CITY ENGINEER. TH( CONTRACTOR
SHALL 8( RESPQNS18Lf FOR ANY DfBR/S OR Dtf!AGE OCCURRING ALONG 11:1£ HAUL
ROUTES OR ADJAC£NT STR££fS AS A RESULT TH< GRADING OP£RA TION,
2J. BRUSH SHALL Bf REMOVfD ONLY WITHIN THE AR(A TO Bt GRADED. NO TREES ARE
TO Bf REMOVfD UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WAT[R IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCH[$ SHALL HA VE A
MINIMUM ONE PERCENT SLOP[.
25. THESE: PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SI-IOWN ANO AS APPROVfD BY
THE CITY [NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPtS SHALL 8£ TRIMMED TO A flNISH GRAD[ TO PRODUCE A UNIFORM
SURFACE ANO CROSS SECIJON. THE SITE SHALL BE LEFT IN A NEAT AN/)
ORDERLY CONOl110N. ALL STONES. ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGIN[tR.
27. ALL SLOPES SHALL BE: IRRIGA TEO, STABILIZED, PLANTED ANO/OR HYDROSEEOEO
WITHIN TEN (IO) DA\'S OF THE TIME f\HEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVfO GRADING PLANS.
28. LANDSCAPING $HALL Bt ACCOMPLISHED ON ALL $LOPES ANO PADS AS RtQUIRtD
BY THE CITY OF CARLS8AO LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PRo.iECT, ORAl\?NG NO. . , ANO/OR AS DIRECTED BY THt CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE: OWNER/APPLICANT SHALL INSUR[ THAT ALL CONTRACTORS SHALL COORDINATE
THE: WORK OF THESE GRADING PLANS Wlm THAT SHOWN ON BOm THE LANDSCAPE
ANO IRRIGA 110N PLANS AND THE IMPROVfMENT PLANS AS REQUIRED FOR m1s
WORK IN ACCORDANCE Wlm THE LANDSCAPE MANUAL Ill.IE REQUIREMENTS.
JO. STORM DRAIN PIPE: $HALL BE REINFORCEO CONCRETE PIPE Wlm A MINIMUM
0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTTLIZEO PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4"
ROCK PER SDRSD $-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
JI. f\HlRE AN EXISIJNG PIPE LINE IS TO BE ABANDONEO AS A RESULT OF THE
GRADING OP[RA110N, IT SHALL BE REMOVED WITHIN T't\ENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WITH PROPtRLY COMPACTED SOILS. IN OTHER
ARE:AS THE: PIPE l\?LL BE PLUGGED Wlm CONCRETE OR REMOVfD AS APPROVfD BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL VfRlfY THE LOCATION OF ALL EXISTING FACILITltS
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF GRADING TO PERMIT mE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE: PROPOSED
WORK.
JJ, THE CONTRACTOR SHALL NOTIFY AF([CTED UTILITY COMPANIES ($[( BELOW) AT
LEAST 2 FULL WORKING DA \'S PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE I\ORK WITH A COMPANY REPRE$ENTA11VE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E {800~660-7343
AT&T (800 8~2-012J
ADELPHIA CABLE COMMUN/CA 110NS f 76 ~~-7741 COX COMMUN/CA 110NS 760 806-980g
CITY OF CARLSBAD(STREETS & STORM DRAIN) 760 434-2g8o
CITY OF CARLSBAO(SEWfR,WATER & RECLAIMED WATER) (76 )438-2722
34. PERMIT COMPLIANCE REQUIREMENTS:
A FOR CQNTROLLE:0 GRADING -mE APPLICANT HIRES A CIVIL ENGINEER,
$OILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120A.B/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL Of A GRADING P[RMIT -THE FOLLOl\?NG
REPORTS MUST BE SUBMITTED TO THE CITY [NGINE[R \-lA THt
PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODE:
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL
GRADING 1$ COMPLETE. ALL EROSION CONTROL, SLOPE PLAN11NG
AND IRRIGAnON ARE INSTALLED IN CONFORMANCE Wlm CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCt
LETTER FROM CITY tNGINE[R/NG DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE $OIL$ ENGINEER, f\HICH INCLUDES
R[COMMENDEO SOIL BEARING CAPACITTES. A STA T[M[NT AS TO
THE: EXPANSIVE QUALITY OF THt $OIL, ANO SUMMARIES Of
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STA TEM[NT BY THE SOILS ENGINEER THA t THE
GRADING WAS DON£ IN ACCORDANCE WITH THE RCQUIREMENT$ ANO
RECOMMENOA 110NS OUTLINED IN Tfif PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH€
CITY.
J5. UNLESS A_ GRADING PERMIT FOR THIS PROJECT IS /$$UE0 WITHIN ONE (1)
YEAR AFTER mE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ RtQUIREO
TO BE RE:SU8MITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE $OILS REPORT 11TLED GE/)TECHNICAL UPDATE REPORT
2578 ROOSEVELT STREET. CARLSBAD. CALIFORNIA •
PREPARED BY Gt:OLOGIC ASSOC/A TES DA TEO
APRIL 25 ,2007 , SHALL Bf CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDA110NS AND SPECIFICA110NS CONTAINED IN SAID SOILS REPORT.
"DECLA.RATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER or I\ORK FOR THIS PROJECT, THA t I
HA VE E:XERC/5£0 RESPONSIBLE CHARGE OvtR THE' O[SIGN OF THE PROJECT AS DEFINED
IN SECTION 670J OF THE BUSINESS AND PROFE$$/ONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CAT10NS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONS/8/LITJES FOR PROJi:CT DtSIGN.
FIRM: LIIITVfOt. McCOLL & ASSOC/A TES
ADDRESS: 2810 CAMINO DEL RIO S. SUITE 200
CITY, STATE: SAN DIEGO CA
TELtPHON[: {$/g) 294-4440 •
BY: PA TRICIA McCOLL
R.C.f. N0.:_,,3,,,6 u.7,,_J ___________ _
REGISTRAT10N EXPIRAt10N DATE: 6-30-2008
SOILS ENGINEER'S _CERTIFICATE
SIGNED:
LICENSE E:XPIRA 110N DA TE::
OWNER'S CERTIFICATE
I ( WE: ) HEREBY CERTIFY THAT A RE(;ISTER[O SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING AC11VITY ANO ADVISE ON THE COMPACIJON ANO STABILITY OF
THIS SIT!!.
-~ ~-
NAME /)A TE:
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RP 04-04A/ CT 06-18
SEE SHEETS 2 AND 6
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I I 6-• "' I
111 I
I I -I I ,. ' '
INDEX MAP
SCALE: 1 "= 40'
CITY or OCEANSIDE
18
NOT TO SCALE
CITY OF VISl A
ROA
,._o~
CITY OF ~-\4SAN MARCOS
A'IE
CITY or ENCINITAS
VICINITY MAP
SUBDIVIDER;
SAN DIEGO HABITAT FOR HUMANITY, INC.
10222 SAN DIEGO MISSION ROAD
SAN DIEGO, CA g2108-2135
TEL. (61g) 28J-~6J EXT. 322
OWNERS;
CARLSBAD REOEVfLOPMENT AGENCY
2g55 ROOSEVfLT STREET, SUITE B
CARLSBAO, CA g2008
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED
BY MELCHIOR LAND SURVfY/NG, INC. METHODS fROM
INFORMA110N GATHERED ON 10-28-02 BY MELCHIOR
LANO SURVf'YING, INC. TOPOGRAPHY SHOWN HEREON
CONFORMS TO NA110NAL MAP ACCURACY STANDARDS.
PROJECT LOCATION
r
THIS PROJECT IS LOCA IED W1m1N ASSESSORS PARCEL NUMBER($)
20J 102-JJ
TH N. E 5t/JfiRNIA COCRDINA TE INDEX OF m1s PROJECT 44 . . . E 6220~7
K: BENCH MAR
DESCRl/'110N: COUNTY OF SAN DIEGO BENCH MARK OC/55 AND
IS
<..,Q~ :v.., '-
. o,<;>;~~
~ '
'
~
•
EXISTING LEGEND
ITEM
SEWfR LINE
GAS LINE
WATER LINE
OVERHEAD EL£CTRICAL LINE
TELEPHONE LINE
EXIST. CON TOUR
EXIST. TREE
ABBREVIATIONS:
rw TOP OF WALL
'
TF TOP OF FOOTING
TC TOP OF CURB
FL FLOI\I.INE
TP TOP OF PAVfMENT
HP HIGH POINT
REFERENCE DRAWING
187-5
LEGAL DESCRIPTION;
'-~
SYMBOL
--s
--G--
--W --
--OHE--
,,----•l-~
0
LOT 44 OF SEASIDE LANDS, IN THE CITY OF
CARLSBAD, COUNTY OF SAN Dl[GO, STA TE OF
CALIFORNIA ACCORDING TO MAP THER[OF NO. 1722,
FIL[O IN THE OFFICE OF mE COUNTY RECORDER OF
SAID SAN DIEGO COUNTY JULY 28, 1g21; EXC[PT/NG
TH£ NOR1'1-lt'.AST<RL Y 120 FE[T Tl;ERCOF, SAID
NORTHEASTERLY 120 FEET BEING MEASURED ALONG
TH£ SOUTHEASTERLY LINE OF SAID LOT AND
PARALLEL WITH THE NORTHEASTERLY LINE OF SAID
LOT 44.
EARTHWORK QUANTITIES
CUT: ________ .er
FILL: 1500 CY
IMPORT: 1600 CY
EXPORT: CY
REMEDIAL: 2700 CY
EARTHWORK QUANTITIES SHOW// IS (OR
BONDING PURPOSES ONLY.
CONSTRUCTION PRIORITY: MEDIUM
THE GRADING WORK SHALL CONSIST OF mt CONSTRUCTTON OF ALL CUTS ANO FILLS
REMEDIAL GRADING, DRAINAGE FACILIT/Ei tROS/011 CONTROL FACILIT1€S, AND
PLANTING OF PERMANENT LANDSCAPING ANO PkEPARA110N OF AS-BUILT GRADING PLANS
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR RE:QUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICA110NS, REQUIREMtNTS, RESOLU110NS
ANO ORDINANCES CITED ON THESE PLANS.
THE GRAVING WORK SHALL BE PERFORMED IN ACCORDANCE: WITH mE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUC110N, AS 0/R[CTEO BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET Of PLANS
'
4. CITY OF CARLSBAD HOUSING ANO REDEVELOPMENT COMMISSION RE$0LU110N NO. 436 ANO
ORB RESOLUTTON NOs. J17 AND 318 DATED FEBRUARY 26, 2007.
5. THE STANDARD SP[CIFICA TIONS FOR PUBLIC I\ORKS CONSTRUC110N (GREEN BOOK)
6. SOILS Rf PORT AND RECOMMENDA TTONS BY GEOLOGIC ASSOC/A TES
DA TED APRIL 2~. 200 7.
7. mE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFltO BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DfVfLOPM[NT PERMIT CONOl110NS
DATED £X{MPT
g_ ENVIRONMENTAL APPROVAL DOCUM~NTS QA TEO EXE:MPT .
10. WATER POLLU110N CONTROL PLAN (I\PCP) PREPARED BY LINTVfOT, McCOU ANO ASSOC.
DA TED APRIL 11. 2007.
11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY LINMDT, McCOLL AND ASSOC.
OATEOAPRIL .11, 2007. (SWMP o~-2.-)
12. THE CALIFORNIA STORM WATER . QUALITY ASSOCIA110N (CASQUA), STORM WA1£R BEST
MANAGEMENT PRAC11CE CONSTRUC110N HANDBOOK ANO STAT( OF CAL/FORNIA. DEPT. OF
TRANSPORTA110N, CONSTRUC110N SITE BEST MANAGEMENT PRAC11CES (8MP) MANUAL
DESCRIPTION
PROPERTY LINE
SPOT UEVAnON (FINISHED SURFACE)
BIOFIL T[R SWALE: AT 1,r MIN. SLOPE
DIREcnoN OF DRAINAGE FLOW
LEGEND
DWG.NO.
RS.O. 0-25 CURB OUTLET
CONCRETE GUTTER ®
6" CURB & GUTTER
6" CURB
RETAINING WALL (8Y Sfi>ARA TE PERMIT)
SIDEWALK
CONCRET[ PAVfM£NT
AC PAVEMENT
SIDEWALK UNOERDRAIN PIPE
DEEPENED SIDEWALK (WALL)
R.S.D. G-2
RS.O. G-1
R.S.O. G-7
0-27
EB
SYMBOL
~l.!SO_
< < <=
I I
----· -·---·
QUANTITY
2 EACH
m S.F.
230 L.F.
520 L.f.
2610 S.F.
207$ S.F.
250 S.F.
8860 S.F.
1 EACH
105 S.F.
REQUIRED TREATMENT CONTROL BMP TABLE
-----MAINTENANCE MAINTENANCE -rvPE · DESCRIPTION OWNERSHIP iHEET NO. AGREEMENT FREQUENCY
BIOflLTER SWALE TC~JO PRIVATE CC&R'S 2 1. BEFORE AND
AFTER A MAJOR
STORM EVEN l.
2. GRASS SHOULD
BE KEPt J TO 4
INCHES LONG.
R /W EX/Sf. B' EASEMENT FOR PUBLIC SIDEWALK
"" 50 [XIST. R/W
fl
25' . 25'
J' 22t' 22t' ,.st'
EXIST. CURB AND GUTTER PRoPOS£ D
EXIST. PAVEMENT~ ANO SIDEWALK . SITE
. ANO BASE W:ltE~~i~ MJ0pffJp ~ ~ """'"still ,
,.,_,. . 1-1·
EXIST. CURB AND GUTTER
TYPICAL STREET SECTION
ROOSEVELT STREET
NOT TO SCAlE
~J
PT A! NING ~PARTMiNT APPROVAL "AS BUILT"
tilitiwrJiLJJI/U..11:?·Cll. ~ I b • • . .'-• .L.-~ DATE: Cf/' /6'1
(SIGNEDJ
HW<>I N~ I-mNfffNI DIRECTOR RC,3~Z3 EXP,v•J0·/0 t-eotve.t-0PHr~-r DATE
(SIGNED)N/Pi I I DATE: R(7EliED BY• I
RECOMMENnED BY: ~l't...i . '7 \ (""2 . IZ·Zi•o'l
CTOR (} OATE us~&: GS AND NOS~NGS BENCH MARI< STAMPED
OC 155 STANDARD DISC 'r,;.., PEA coiJtffrec c~ we~r> rr·" 1.-f&'/EAJP ' .
I' SH1ET I CITY OF CARLSBAD I SH6TS I LOCA110N: 0
0
.!!TR s
-2 MILE NW OF TH/; INTERS/;C110N OF C!lRLSBAQ BL VD AN/2 [Ll,I . ST.;
. 1 MILE NORm QF BRIDGE OVfRCROSS/NG RR g Fl/;T £AST OF CL OF
ACKS AT SWITCH BOX, LOCATED IN CONG BAS£ OF RR SWITCH BOX
IGNAL.
RECOROEO: C OUN[( OF SAN DIEGO
ELEVA110N: 20,044 DA1UM: MfAN SEA L[\([L
CARLSBAD MUNICIPAL WATER DISTRICT
()Jd,..__ 9}4-/07
DAVID HAUSER DATt
PREPARED BY:
LINMDT, McCOLL AND ASSOC/A ffS DA Tie: INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL
ENGINEERINl3 DEPARTMENT .
GRADING PLAN FOR:
ROOSEVELT GARDEN CONDOMINIUMS
APPROVED fl_/,~/ DAVID A, Ha . . 'l ;t. O?
DEPUTY CITY ENGINEER PEJJ081 EXPIRES6/J() () D TE · .
DA Tie: OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY:
CITY APPROVAL RVWO BY: ]lG"-. RP04~ 4A/CT06-18 431-6A
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DEPUTY CllY ENGINEER R.C.E. JJ081 EXP. 6/30/08 2810 CAMINO DEL RIO SOUTH, SUITt 200
SAN DIEGO, CALIFORNIA g2108 '!E!",\"!EJ'!"A"!CA'!'!D~\--12'!'!:,o'!!a_ .. J!"C!"bn·d--o\ .. , .. oa!"_"!3G!!'RD~o!",_"!TI'!!TI.'!'E"!S"!H,!!'ET!"_,-.,------------------------•1,·--------------------------------------------------------------;,,;. ... ~-... ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J:·•;~f~
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100907
CURB
ROS 17188
FOR IMPROVEMENTS
WITHIN ROOSEVELT
STREET, SEE DRAWING
NO. 431-6
SHEET NUMBER 3.
ROS 9164
11
II Cl
II
II
II
II Cl
II
II
II Cl
II
\II
II Cl
II
jll
I Cl
I
II
II Cl
1~5•
II
II Cl
II
II
II Cl
II
II
E: \EPACAD\12308-J Condo\308-3GRD02-GRADING PLAN.dwg
---···--·--·· ..... , ....... ,,_.., SHOWN OI ROS 17188
~ (_ ~EXIST. FIRE HYDRANT
'f 00,
11/-1
:,::
w
f-
f-
f-
" ().c-, ~/~
45
-
'in I LL
f-
:,::
25
f-
f-
SO DROP
INLIET 39.43TG
43.00 TC
~EXIST. FIRE HYDRANT
1----'--+--0
MAP
---~----
ESTABLISI £D FROM TIES
535
43.7
TC
BENCH MARK:
WALL
TC
44.2
TC
-1%
44.20
TC
---~----
DESCRIPnON: COUNT( OF SAN DIEGO BENCH MARK OCl.55 AND
USC & GS AND NOS NGS BENCH MARK STAMPED
OC-155 STANDARD DISC
LOCATION: 0.5 MILE NW OF 11-IE iNTERSECnON OF CARLSBAD BLVD AND ELM ST.;
Q, 1 MILE NORD:f OF BRIDGE OV£RCROSSING RR 9 FEET EAST OF' CL Of.
TRACKS AT Sl\1TCH BOX. LOCATED IN CONG BAS( Of RR Sl\1TCH BOX
SIGNAL
RECORDED: COUNTY OF SAN DIEGO
£LEVA 770N: 20. 044 DA TUM: MEAN S£A LE\IEL
44.
FL
co
oi
4 25
'--
<-10>
11/-1 ~~
1/,)/ /_.,,,, '--~ ~'--
~ '--1 _,ESTABUSHlD FROM TIES SHOWN ON ROS 17188
ROS 15312. &: ROS 9217
I
CONSTRUCTION NOTES:
(SEE SHEET 1 LEGEND FOR REGIONAL STANDARD DRAWING NUMBERS ANO DETAILS)
(D BIOFIL TER GRASS SWALE @ 1.0% MIN. SLOPE (FESCUE BLEND). REFER TO LANDSCAPE PLANS,
@ CONCRETE GUTTER
ar ffcQJffeCnDP$Wft.€TfeJZ. ,--,p P-2~
Cl) CURB OUTLET
@ RETAINING WALL
@ REMOVE EXIST. DRIVEWAY.
RECONSTRUCT CURB AND GUTTER (MATCH EXIST.) -SEE IMPROVEMENT PLANS
RECONSTRUCT SIDEWALK. (MATCH EXIST.)
~J;~1r;::;.._.r-SEE SH ET 3 FOR RETAINING WALL PROFILE EXISTING EASEMEN ----:=--ROAD SUR\/EY
REC, 9-15-49 Bl
(L) BACKFLOW PREVENTER -SEE IMPROVEMENT PLANS
® DEEPENED SIDEWALK EB
7'
-:.,.
~ .4138
~45Ab46 <$2"TREE
, , 41,57 06"lREE
. '} =~:;.;-WALL "c"
-
4 0
44.86
FL
□
0\/ERHANG
HOUSE @ SIDEWALK UNOERDRAIN PIPE
@) CONNECT TO DOWINSPOUT PER ARCHITECTURAL PLANS
POR LOT 44 @ 6" THICK CONCRETE GUTTER (560-C-3250 PCC). DRAIN 2% AWAY PROM BUILDING.
@ OOWINSPOUT PER ARCHITECTURAL PLANS, DRAIN TO SURFACE
POR
i--:
(J)
LOT 44 z
0
0
<(
2
ROS
ROAD
---;::;,-SUR\/EY
1186
281
@ CURB TRANSITION FROM s· TO o· IN HEIGHT . G CURB OUTLET -SEE IMPROVEMENT PLANS
@ TRUNCATED DOMES.
~ DENOTES SECTION A ON SHEET NO. 3
❖ DENOTES SECTION 3 ON SHEET NO. 4
EASEMENT NOTES:
G) AN EASEMENT FOR PUBLIC SIDEWALK AND INCIDENTAL PURPOSES,
RECORDED OCTOBER 13, 1977 AS FILE NO. 77-420941 OF OFFICIAL
RECORDS.
(D AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES,
RECORDED JANUARY 13, 1966 AS FILE NO. 7463 OF OFFICIAL RECORDS, EXISTING EASEMENT FOR PUBLIC ROAD
-ROAD SUR\/EY f1186-PER DOC.
REC. 9-15-49 BOOK 3319 PAGE 34 @ AN EASEMENT FOR PUBLIC UTILITY AND PUBLIC UTILITY ACCESS EASEMENT
PER FINAL MAP, CT 06-18. .
NOTES:
1. SEE ARCHITECTIJRAL PLANS FOR LOCATION OF BUILDING DOWINSPOUTS.
2. SEE SHEET 4 FOR WALL PROFILES.
11 AS BUILT"
20 0 ____ 20 60 , -~ VttiJflel/ 11-8~
R.CE1~f32J EXP./,•Jtrf(J DATE
---~----SCALE 1 • = 20'
ll·l:l ·di
E~,\~~~1.s~~,D!,_R_..O~,J!E} mrn;;--,-;;;.,.-,;:;;;;;;-;;.==-,,;;;,:;;:-w;,1;;;;:,;.w;:,,;;;;;;;;;;-;M<;.:-7r-,--r-7--r.:==:;-::=,-:~;:;;:;=::~;:::::::;:::::;:::;~::;:;;:::;::;:~D~A;::T~E;:;;:;~
l---9_e_o_q-+-rr-_A--+~~~~fff_li_i!~~-A~J,:,/Jf,-;~~---~µ_~_"''"_'P_P_-i_,,_---i-----;--,---.--.l sH2EET I CITY OF CARLSBAD j sH6EETS I
ENGINEERING ~EPARTMENT ::==:.=:=============----==::::::; GRADING PLAN FOR:
OATE: 8-29-07 W.O. 12308-J DRFT: AMJ C CHK'D BY: ROOSEVELT GARDENS CONDOMINIUMS
=co )J ,=;a
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DAVID EVANS
AND ASSOCIATES INC.
11 0 West A Street Suite 1700
San Diego California 92101
Phone: 619.400.0600
APPROVED DAVID A. HARS ____ __J~~'?ZE.==-----------c-: ~7
1---,f--+-----------------ji-----r--r---r-----. OEPUTY CITY ENGINEER PE33081 EXPIRES6 30 0 D TE
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
OWN BY: __ _
CHKD BY:~~-
RVWD BY: J)E/C
PROJECT NO. DRAWING NO.
RP04-4A/CT06-18 431-6A
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40-~ BIOFl(TER SWALE 1
PROPOSED RET, WALL
A.C. PAVEMENT
A.C. PAVEMENT
BASE
3' AVERAGE DEPTI, OF
OVEREXCAVATION WITHIN
PAD AREA OR AS DIRECTED
BY TI,E GEOTECHNICAL ENGINEER.
SEE PLAN
1-UJ: M A --560-C-J250 ~ ON P.C.C.
1 /2" R (TYP.) 1/4"
12·
MATERIAL COMPACTED
TO 95% MAX. DRY DENSITY
SECTION A-A
SCALE: HORIZ. 1"=20'
VERT, 1"=4'
J' AVERAGE DEPTI, OF
OVEREXCAVATION 'MTHIN
PAD AREA OR AS DIRECTED
BY THE GEOTECHNICAL ENGINEER.
4'
1" CHAMFER
(TYP.)
. 2'
.", . . <, . <, ; l -
. ,, /,, • <;
e·
. <,
A CONCRETE GUTTER B CONCRETE CHANNEL
3 NOT TO SCALE
E: \EPACA0\12308-J Condo\308-JGR00.5-SECTIONS ANO DETAILS:.dwg
3 NOT TO SCALE
BENCH MARK:
DESCRIP110N: COUNTY OF SAN DIEGO BENCH MARK 0Ct55 AND
USC & GS ANO NOS-NGS BENCH MARK STAMPED
OC-155 STANDARD DISC
LOCA 770N: 0.5 MILE NW OF /HE JNTERSEC110N OF CARLSBAD BLVD AND ELM ST.:
0, 1 MILE NOR1H OF BRIDGE 0\/fRCROSSING RR 9 FITT EAST OF CL OF
TRACKS AT SWITCH BOX. LOCA [[D IN CONC BASE OF RR SWITCH BOX
SIGNAL.
RECORDED: COUNTY OF SAN DIEGO
ELEVA 110N: 20. 044 DA TUM: MEAN SEA Lf~"l
PROPOSED
BUILDING
w z :::J
~ ~,
0:: I ~
I
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I,. ~ 0 0:: I-Q_
iS ~ w :,:
I ~ :,:
H= 2/J HEIGHT OF WALL
OR AS DIRECTED BY THE
GEOTECHNICAL ENGINEER
FINISH GROUND AS
SHOVVN ON PLAN
~~% ~~ ,~~ ~~ ~ ·.
J/4"CRUSHED ROCK y :s:-:' ,.. ·, ~ .2 ENCLOSED 'MTH FILTER >)-;: . : : .
FABRIC. OVERLAP 1 FOOT / .. ·. ~" .,·.· MIN ~-·. 4" DIA PVC, PERFORATED
DRAIN
w z :::J
~
ii ~
EXIST. 8'± HIGH WALL
w ~
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Q_ I ~,
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I
45.0±
4-0---#c
LOCATION AND
SIZE OF EXIST.
FOOTING UNKNOWN.
I
ro.5'
RETAINING WALL
PARKING LOT
CONC. GUTTER
J' AVERAGE DEPTH OF
OVEREXCAVA TION WITHIN
PAD AREA, AS DIRECTED
BY THE GEOTECHNICAL ENGINEER,
PROPOSED
BUILDING
SECTION 8-8
SCALE: HORIZ. 1"=20'
VERT. 1 "=4'
ABUTING BLDG.
FOUNDATION, WHERE
OCCURS
MIN. 4• THICK Fc=2500 PSI
CONC. SIDEWALK W/6X6-/16//16
W.W.M. OR AS DIRECTED BY
11-IE SOILS ENGINEER
II,,--PROPOSED
RET. WALL ll."------42
4' OR AS SHOVVN
ON PLANS
4" PIPE @ 8' ON CENTER OR
ONE HORIZONTAL ROW OF OPEN
HEAD JOINTS
•, "'
FINISH GROUND H-___[_ __
VARIES
DOWELS, SIZE AND_-=::----.....J
LOCATION AS DIRECTED
BY THE STRUCT1JRAL
ENGINEER 111:111:
::IIF
~--
~
X < 2
• N
~
FINISH GRADE
C WALL DRAIN DETAIL D DEEPENED SIDEWALK
3 TYPICAL FOR ALL NEW WALLS 3 NOT TO SCALE
II AS BUIL T 11
-t~V,t}}tlL/JJ 11-3~
RCE"?:foe.23 EXP.~ ~30•/0 DATE
REVIE'w'ED BY, <l ? ) /2_. ll·l'il-Q']
r/11'"" PFA coA.effW dfll.N/J6.. f'Et'lk.er> i,Jttlf-l111P1r1eP P-;''5'
~CT□R ,'} DATE .
lvl,/1 =~ AAf,/p ~ I SH3ET I CITY OF CARLSBAD I SH6ETS I
ENGINEERING DEPARTMENT
GRADING PLAN FOR:
~OfESS/~ ~M-~c~~ DATE: 8-29-07 I W.O. 12308 3 l DRFT: AMJ/MC ICHK'D BY: PMM/DAR ROOSEVELT GARDENS CONDOMINIUMS
----t
t-,:; e, ~ No. 36873 <;'.-:z; ,., DAVID EVANS ~ ~E>J?,,6-m~ ,'
.
-==>] i ((<= AND ASSOCIATES INC.
APPROVED ilL# _ DAVID A. HAUS~</-/4;>
~=~ ~CIVI\..~ ..
110 We.~t A Street StJite 1700 DEPUTY CITY ENGINEER PE3J081 EXPIRES 6/30/of DATE
rcAl..l~a ' San Diego California 92101 DATE INITIAL OWN BY: PROJECT NO.
Phone: 619.400.0600 DATE INITIAL DATE INITIAL DRAWING NO.
' ; ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: RP04-4A/CT06-18 431-6A --C·--.. -... -·<, ,., OTHER APPROVAL Cl TY APPROVAL RVWD BY: Dill.. --·
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I I
J' HIGH WOO
PER LANDSCA
D FENCE;:-<_
PE PLANS
1J1.J2'
59' 72.32'
·.
--------I/
~"'" ~ rnmo .,,,. /------, --/
AT ADJACENT PROPERTY 45.80 TW :
45.13 TW .
-~
PROP. G~DE @
FRONT OF WALL 617 S.F.
~ --------.. JEXIST. GRADE @ .
---.. ----.. BACK OF WALL ~
41.81 TF --"5:------' 41.14 TF --. ---' ~·
)-J'HI
PERL
A~
7'J
GH WOOO FENCE
ANDSCAPE PLANS
Ir WALL C
---
16. 75'
43.12
TW
19.43'
--
~ z Ii
44.46
1o TW
,-.:
(/) x uJ
222.44'
116.58' 69.6B'
TOP OF EXIST. WOOD FENCE----.
3' HIGH WOOD FENCE
PER LANDSCAPE PLANS
- - - - - - - - --· ~--3' HIGH WOOD FENCE
PER LANDSCAPE PLANS
45.13 TW
PROP. GRADE @
BACK OF WALL
45.80 TW
1185 S.F. L EXIST. GRADE @ -__
FRONT OF WALL ---------' ---------
WALL C
40.47 TF' ---40.47 TF
16'
WALL B
'
'
32.16' 83.16' ' •
WALL A-NORTHERLY WALL
1.
(LOOKING NORTH)
SCALE: HORIZ. 1 "a20'
VERT. 1"=2'
108.26'
3' HIGH WOOD FENCE
PER LANDSCAPE PLANS
45.80 TW
PROP. GRADE @
BACK OF WALL
(WEST SIDE) 577 S.F.
1 ~ EXIST. GRADE @ •· ,, -----I/ FRONT OF WALL
L (EAST SIDE) -------
40.47 TF
WALL C-EASTERL Y WALL··.
(LOOKING WEST)
SCALE: HORIZ. 1"=20'
VERT. 1"=2'
3' HIGH WOOD FENCE;\ PER LANDSCAPE PLANS
7.2'
PROP. BLDG. / V PROPERTY·•·. LINE
FF=45.5
CONC
GUTTER n l!. fTo.s· --: r EXIST. iENCE
· I
-------! X -L 'EXIST. GRADE
RETAINING WALL PER
WALL SECTION 3
SCALE: HORIZ, 1 "=5'
VERT. 1"=5'
BENCH MARK:
AA ,·v
WALL A 40.14 TF
45.41'
14.66' 30.75
44.14 T
I--
PROP. GRADE @ a.~
1--BACK OF WALL z ~ 229 S.F. -~,
--+--1
EXIST. GRADE
BACK OF WALL
39,47 TF
J' HIGH DECORATIVE
GUARDRAIL. MATCH
BUILDING DECK
GUARDRAIL PER
ARCHITECTURAL PLANS.
·, _-,," --~•• "". -. •,. C -~ •,,-~ •• ,--
--a· -··.-.-,-,,
32.91' 6.9'
WALL D
(LOOKING EAST)
SCALE: HORI Z. 1 • = 20'
VERT. 1"=2'
3' HIGH WOOD FENCE3\
PER LANDSCAPE PLANS •. \
6' \ V PROPERTY LINE
I
PROP. BLDG.
/
! ~ / EXIST. SCREEN WALL
11 r
CONC. --,>'!,
GUTTER ;
FF=45.5 '.
0.5'
~ -L EXIST. ~RADE RETAINING WALL --...
PER SEPARATE PERMIT . .._____ -----------~
~--------'=1~=-=~lo='---40
NOTES:
:;
WALL SECTION 4
SCALE: HORIZ. 1"=5'
VERT. 1"=5'
1. REFER TO STRUCTURAL PLANS AND CALCULATIONS FOR
DESIGN OF RETAINING WALLS.
2. FOR TYPICAL WALL DRAIN DETAIL, SEE ffi
'·t \
PROP. BLDG.
FF=45.5
WALL 8-SOUTHERL Y WALL
(LOOKING NORTH)
SCALE: HORIZ. 1"=20'
VERT. 1"=2 '
3' HIGH WOOD FENCE
PER LANDSCAPE PLANS
PROPERTY LINE
9.8'
/
GRADED --t-1 U-_0_5,
SWALE L
~--I I ( EXIST. FENCE
RETAINING. WALL PER
SEPARATE PERMIT
k _r E:T. GRADE
I
----'.J. I
WALL SECTION 1
SCALE: HORIZ. 1"=5'
VERT. 1 "=5'
PROPERTY LINE
5'
_.J J9.e1·
0.2', 11{
EXIST. ~n1 SCREEN
1
1
,,,-J' HIGH WOOD FENCE
PER LANDSCAPE PLANS
RETAINING WALL PER
SEP ARA TE PERMIT
I 6" CURB WALL I
EXIST. ~ I 1,1 GRADE , -1%
------
--------"=="'-----AB-
WALL SECTION 5
SCALE: H0RIZ. 1 "=5'
VERT. 1"=5'
DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK OC155 ANO use & GS AND NOS-NGS BENCH MARK STAMPED
QC 155 STANDARD DISC
DATE: 6-29-07 I W.0. 12308-3 I DRFT: AMJ/MC ICHK'D BY: PMM/DAR
LOCATION: 0.5 MILE NW OF TH£ INTERS£CTION OF CARLSBAD BLVD AND ELM ST.:
0.1 MILE NORT/-1 OF BRIDGE: OVERCROSSING RR 9 FEET £AST OF CL OF
/RACKS AT SWITCH BOX. LOCATED IN CONC BAS£ OF RR SWITCH BOX
SIGNAL.
RECORDED: COUN Q'. OF SAN DIEGO
ELE:VATION: 20.044 DATUM: MEAN S£A LEVEL
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DAVID EVANS
ANoASSOCIATES INC.
11 o West A Street Suite 1700
San Diego California 92101 DATE INITIAL
Phone: 619.400.Q6Q0 ENGINEER OF WORK REVISION DIESCRIPTION
J' HIGH WOOD FENCE
PER LANDSCAPE PLANS
GRADED SWALE
PROP. BLDG.
PROPERTY LINE
0.5'
FF=44.3 i ~ EXIST. FENCE
RETAINING WALL
PER SEP ARA TE
: f _ _r EXIST. GRADE . --
WALL SECTION 2
SCALE: H0RIZ. 1"=5'
VERT. 1"=5'
V PROPERTY LINE
I
0.11' TO Q,37•---11-5,
ENCHROACHMENT I
INTO PROPER~
EXIST. 1
RETAINING/SCREEN 111
WALL I
I ,I
45.0± FG , ---T -7 I a· CURB
_1 I -2" 1-1" EXIST. Jlt--tj~ -__
GRADE L ~
-----------40-
WALL SECTION 6
SCALE: HORIZ. 1"=5'
VERT. 1"=5' '
II AS BUIL T 11
-, ~,-1IJ1l)iJI/ tL_-:1-~
RCE:¼~73 EXP.fl•J(>-/0 DATE:
Ra~\,IED BY• 1, (21...., {Z·Zt·~
~TOR rJ DATE
I SH4ET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
GRADING PLAN FOR:
ROOSEVELT GARDEN CONDOMINIUMS
APPROVED [)J d. DAVID A. HAUSER
e..~ 11t;t>
DEPUTY CITY ENGINEER PE33081 EXPIRES6-l~OI080 TE
DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: RP04-4A/CT06-18 431-6A OTHER APPROVAL CITY APPROVAL RVWD BY: Df&.
E: \EPACAD \12308-J Condo \308-JCRD0•-WALL PROFILES. dwg
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100907
EROSION CONTROL NOTES
I. IN CASE: £MERG£NCY WORK IS R£QUJR£D, CONTACT JOE: CARTON AT (619) 247-3054.
2. EQUIPMENT ANO WORKERS FOR £MERG£NCY WORK SHALL B£ MADE: AVAILABLE: AT ALL
TIMES DURING TT-IE: RAINY SE:ASON. ALL N£CESSARY MA T£RIALS SHALL BE:
STOCKPIL£D ON SIT£ AT CONVE:N/£NT LOCATIONS TO FACILITA T£ RAPID
CONSTRUCTION OF T£MPORARY DEVICES 'M-/£N RAIN IS £MIN£NT.
J. D£VIC£S SHOWN ON PLANS SHALL NOT Bit M0\1£0 OR MODIFl£D Wfn-lOUT TT-1£ APPROVAL
OF ll-/E: £NGINE£RING INSPECTOR.
4. 77-1£ CONTRACTOR SHALL RESTOR£ ALL £ROS/ON CONTROL DEVICES TO WORKING ORDER
TO ll-1£ SATISFACTION OF Tr/£ CITY £NGIN££R AFTER E:ACH RUN-OFF PRODUCING
RAINFALL.
5. ll-1£ CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL M£ASUR£S AS MAY B£
R£QUIR£D BY TH£ CITY £NGIN££R DUE: TO UNCOMPLE:TED GRADING OPERATIONS OR
UNFOR£S££N CIRCUMSTANCE:S 'M-/ICH MAY ARIS£.
6. ll-lE: CONTRACTOR SHALL B£ RESPONSIBLE: AND SHALL TAKE: N£C£SSARY PR£CAUTIONS TO
PRE:\1£NT PUBLIC TRESPASS ONTO AR£AS 'M-1£R£ IMPOUNDED WAT£RS CR£AT£ A
HAZARDOUS CONDITION.
7. ALL £ROS/ON CONTROL M£ASURES PROVIDED PER TH£ APPROV£/J GRADING PLAN SHALL
8£ INCORPORA T£D H£R£0N.
8. GRAD£D AR£AS AROUND TH£ PROJECT P£RIMET£R MUST DRAIN AWAY FROM TH£ FACE OF
SLOP£ AT THE CONCLUSION OF [ACH WORKING DAY.
9. ALL R£MOVABL£ PROT£CTIVE: DE:VIC£S SHOWN SHALL 8£ IN PLAC£ AT TH£ E:ND OF £ACH
WORKING DAY 'M-/£N TH£ FIVf: (5) DAY RAIN PROBABILITY FOR£CAST EXCE:EOS FORTY
P£RC£NT (40%). SILT AND OTT-1£R DE:BRIS SHALL 8£ R£MOVE:D AFT£R £ACH RAINFALL
10. ALL GRA VcL BAGS SHALL 8£ BURLAP TYPE: WITT-I J/4 INCH MINIMUM AGGR£GRA TE.
11. SHOULD GERMINATION OF HYOROS££D£0 SLOP£S FAIL TO PROV/Of: EFF£CTIVE: C0\1£RAOC
OF GRA0£0 SLOPES (90" C0\1£RAOC) PRIOR TO NOVcMB[R 15, ll-1£ SLOPES SHALL Bf:
STABILIZED BY PUNCH STRAW INSfALLED IN ACCORDANCE WITH SE:CTION 35.023 OF
B.
C.
o.
£.
TH£ EROSION AND S£0IM£NT CONTROL HANDBOOK OF TH£ D£PAR™ENT OF CONSERVATION,
STA TE'. OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND T£MPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL 8£
INSTALL£D ANO MAINTAINED AS R£QU/RED IN S£CTION 212 OF Tri£ STANDARO
SP£CIFICA TIONS ANO TT-1£ FOLLOWING:
A. HYDROS££D/NG SHALL Bf: APPLIE:D TO:
1. ALL SLOPES THAT AR£ GRAD£0 6: I (HORIZONTAL TO \/£RT/CAL) OR ST£EPER
WH£N n-lEY ARI::
a. TT-IRE£ F£ET OR MORE IN H£/GHT AND AOJACE:NT TO A PUBLIC WALL OR STR££T.
b. ALL SLOPES 4 FEET OR MOR£ IN HE:IGHT.
2. AR£AS GRADED FLATT£R 11-IAN 6:1 'M-IEN ANY OF TH£ FOLLOWING CONDITIONS
EXIST: a. NOT SCHEDUL£D FOR IMPROV£MENTS(CONSTRUCTION OR GEN£RAL
LANDSCAPING} Wlll-1/N 60 DAYS OF ROUGH GRADING.
b. ID£NTIFl£D BY THE PARKS AND RECR£ATJON DIRECTOR AS HIGHLY
VIS/BL£ TO THI: PUBLIC.
c. HAVE: ANY SPECIAL CONDITION IDENTIFIED BY 1Hf: CITY £NGIN£ER
THAT WARRANTS IMM£D/AT£ TR£ATM£NT.
HYDROSE:EDED AR£AS SHALL 8£ IRRIGATED IN ACCORDANCf: WI/H TH£ FOLLOWING
CRIT£R/A:
1. ALL SLOP£S THAT ARE GRAD£D 6: I OR ST£E:PER AND THAT AR£:
a. THREE TO EIGHT F£ET IN HEIGHT SHALL 8£ IRRIGAT£D BY HANO
WAT£RING FROM QUICK COUPL£RS/HOS£ BIBS OR A CONVE:NTIONAL SYST£M
OF LOW PR£CIPITA TION SPRINKL£R HEADS PROVIDING 100:f C0\1£RAG£.
b. GREAT£R THAN 8 FE:£T IN H£JGHT SHALL 8£ WAT£R£0 BY A CON\1£NTION-
AL SYST£M OF LOW PRECIPITATION SPRINKL£R HEADS PROVIDING 100:f
COV£RAG£.
2. AR£AS SLOPED LESS THAN 6: 1 SHALL BE IRRIGA 1ED AS APPR0\1£D BY 77-1£ CITY
ENGINEER, PRIOR TO HYOROSE£DING. TH£ D£V£LOPER SHALL SUBMIT A
PROPOSED SCH£Mf: TO PROV/Of: IRRIGA T!ON TO THI: CITY ENG/N££R. TH£
PROPOSAL SHALL BE SPECIFIC R£GARDING THE: NUMBERS, TYPES AND COSTS OF
Tl-if: ELEMENTS OF TH£ PROPOS£D SYST£M.
J. IRRIGATION SHALL MAINTAIN 11-1£ MOIS TUR£ LEVcL OF THI: SOIL AT 77-1£
OPTIMUM L£\1£L FOR ll-/f: GROWT/1 OF TH£ HYOROS£EDED GROWTH.
HYDROS££DING MIX SHALL CONSIST OF ALL OF ll-/f: FOLLOWING:
1. SE£0 MIX SHALL CONSIST OF NO L£SS THAN:
a. 20 lbs. PER ACRI: OF ROSE: CL0\1£R
b. 20 lbs. P£R ACRE: OF ZORRO F£SCU£
c. J lb11, P£R ACRE: OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs. P£R ACRE: OF ACHILL£A MILLE:FOLIA
e. J~s. P£R ACRE: OF AL YSSUM (CARP£T OF SNOW)
f. I 2 lb. PER ACRE OF DIMORPHOLECA
g. f MS c,d,e, ANO f OF THIS SUBS£CTION MAY Bf: OMJTT£0 ON
LOCATIONS WH£Rf: THI: AREA 8£/NG HYDROS££DED IS NOT VISIBLE FROM
£ITHER A PUBLIC STR£ET OR RESIDENTIAL STRUC1UR£S.
h. IT£M a OF THIS SUBSECTION MUST 8£ INOCULAT£0 WITH A N/TROG£N
FIXING BACTERIA AND APPLIED DRY £1 ll-/£R BY DRILLING OR
BROADCAST/NG 8£FOR£ HYDROS££D/NG.
I. ALL SEED MA T£RIALS SHALL BE: TRANSPORT£0 TO TH£ JOBS/TE: IN
UNOPE:NED CONTAINERS WIT/-/ ll-lE: CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE: CERTIFICATION TAG ATTACHED TO, OR PRINT£0 ON
SAID CONTAIN£RS. J. NON-PHYTO-TOXIC ~TT/NG AGENTS MAY Bf: ADDED TO Tl-If: HYDROSE£0
SLURRY AT ll-1£ DISCRETION OF THI: CONTRACTOR.
2, TYPE: 1 MULCH APPLIE:D AT THI: RA Jr: OF NO LESS THAN 2000 lbs PER ACRE.
TYP£ 6 MULCH (STRAW) MAY BE: SUBSTl1UT£0, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW IS US£0 IT MUST BE
ANCHORED TO 71-lf: SLOP/: BY M£CHANICALL Y PUNCHING NO L£SS 71-IAN 50% OF
71-1£ S TRA W IN TO TT-If: SOIL.
J. F£RTILIZ£R CONSISTING OF AMMONIUM PHOSPHAT£ SULFAT£, 111-20-0, WITH
1 S" SULPHUR APPL/£0 AT 71-1£ RA Jr: OF 500 lb11. PER ACRE:,
AR£AS TO Bf: HYDROS££DED SHALL Bf: PREPARED PRIOR TO HYDROSE:EDING BY:
1. ROUGH£N/NG TH£ SURFACE: TO 8£ PLANT£0 BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES S1f£P£R THAN 6: 1
b. HARROWING AR£AS 5: 1 OR FLATTER THAT ARI: SUFFIC/£N 7t Y FRIABL£.
c. RIPPING AR£AS T/-!AT WILL NOT BREAK UP USING ITEMS a OR b ABOVE:.
2. CONDITION/NG 1H£ SOILS SO THAT IT IS SUITABLE: FOR PLANTING BY:
a. ADJUSTING THE: SURFACf: SOIL MOIST!JRE: TO PROVIDE: A DAMP BUT NOT
SA WRA T£0 SE£D BED.
b. TH£ ADDITION OF SOIL AM£NDMENTS, PH ADJUS™ENT, L£ACHING OR
C0\1£RING SALIN/: SOILS TO PROVIDED VIABLE: CONDITIONS FOR GROWll-1.
HYDROS££D£D AR£AS SHALL BE MAINTAINE:O TO PROVIDE: A VIGOROUS GROW11-I UNTIL THI:
THE PROJECT IS PERMANENTLY LANDSCAP£0 OR, FOR AREAS WHERf: HYDROSEEDING JS THE:
THE: PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPL£7EO ANO ALL BONDS
REUASED.
E: \EPACAD\12308-3 Condo\308-3GRD05~ERDSlON.dwQ
NOTE:
CONSTRUCTION SITE ENTRANC£S SHALL BE PER CALIFORNIA STORMWATER
BMP HANDBOOK, STANDARD TC-1 (www.cobmphandbooks.com), MODIFIED AS
FOLLOWS:
• METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCATIONS UNL£SS
SPECIFICALLY WAIVED BY TI-lE ENGINEERING INSPECTOR DUE TO SITE
CONSTRAINTS.
• TI-lE ROCK SIZE SHALL BE 2• MINUS.
• A FENCE, BARRICADE OR OTI-lER DEVICE APPROVED BY THE
£NGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION
TRAFFIC TO THE CONSTRUCTION ENTRANCE.
1. SET POSTS AND EXCAVATE A
4 81' 4 IN {10 Bl' 10 CM)
TRENCH UPSLOP£ FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIR£ F£NC/NG TO TH£ POSTS.
-~ -~11/
~~· :::a~4 JN (10 CM)
C
J. ATTACH THE FIL 7ER FABRIC TO
TH£ 1-WRE FENG£ AND EXTEND IT
INTO THE TR£NCH.
I'-~·
ri II 1,1 '~l
~
C)
WOOD STAKE--iO-l
;:;,,--
/
4. BACKFILL AND COMPACT THE
EXCA VA 7E/J SOIL
FIL 7ER F ABR/C_J,._, f,""r! ,___ mmm WIRE:
SILT FENCE
FIBER ROLL
• ~ ~FINISHED GRADE
CD FIBER ROLLS
------
RUNOFF
--..
' " f
.... ,,~ ... ~;::;,> -----U l'------------
G AP BETWEEN BAGS 7
ACTS AS SPILLWAY
EB
THREE LA 't'ERS OF GRA \l£L BAGS
1-WTH £NOS OVERLAPPED
GRAVEL BAGS @ SWALE
r"0 11t_\ •.·•···
LEGEND
DESCRIPTION QUANTITY SYMBOL
(D STABILIZED CONSTRUCTION E;NTAANCE
PER MODIFIED TC-1
@ SILT FENCE PER EB
@ FIBER ROLL EB
@ GRAVEL BAGS II SWALE PER ~
\JV ' I
LIMITS OF CLEARING Ile GRADIN4
I
i
,xx~
l
. -. -.
=
-··-··-
HAS BUIL TH
pcE __ _ EXP,----DATE
I
R;EVJEIJED BY•
INSPECTOR DATE l----l----+------------ie---4---t----1----II SH5EET I CITY OF CARLSBAD I SHE6ETS I :=:=:=.=:=E::N:::G:::l:::NE::£:::R:::IN:::G::::::D::E::PA:::R:::T:::M::E:::::NT::::::==-':==.:~
1--~--+-----------------11-----+---l---+---I EROSION <fNTROL PLAN FOR:
' l'ESS~
' M. '1i,; ~ DATE: 8-29-07 I W.O. 12308-J ] DRfT: AMJ/MC ICHK'D BY: PMM/DAR ROOS~VEL T GARDEN CONDOMINIUMS ~ ~~ --llU.:;J No. 36873 <;-~
-L Exp. 6-30 2008 ;:ti
I' ·1;.t
LlnTVEDT, ffi0C.OLL
a A5-5OCIATE0
•PLANNING
■LANO SUR\CYING
APPROVED ! !? / .~/ DAVID A. HA&SE
•CIVIL ENC!NEERINC l--~--+-----------------ii---..+---1---+---I I &.£-,_.,f ~ • ?, 4, (J7
l--~--+----------------ll----+---1---+---I DEPUTY CITY ENGINEER PE33081 EXPIRES6130 08 DTE
l-,,-DA"'TE=-4..,,tN""tT"'tA,,..L-l----------------ll--DA-TE--I-INI-TI-AL-l--0-ATE--I---IN-IT-IAL-I OWN BY: _,__, __ , PROJECT NO. DRAWING NO,
2810 Comlno Doi Rio souo,, s,rte 200, Sao Dl"llO, CA 9210l! •(&19)294-444-0 •ra,(6lO}m.-4442 ENGIN££R OF WORK REVISION DESCRIPTION 1-0-TH_E_R_AP~P-RC-V-Al--+-C-IT_Y_A~PP_R_OV-Al---i ~~~g ~~ ..... :,,-,-,._-1 RP04-4A/CT06·-18 431 -6 A
I
RO:::, 17188
ROS 9164
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I \ ~
i \[!j r· I \ Q'.'.
I tJ-
1 r c;
I
I
I .
~ I / ~ {;v
0
0
\ °'!I
42.69RIM
.,. 31.2
"' EXISTd_;CURB
ANO I TTER
I
PROvlDE 2 R WS or_/·,
GRA\1:L BAGS ROUND
CURB URET
I
25'
' 1 ·
25'
E: \EPACAD\12308-J Canda\305-3GRDD5-ERDSION.dwQ
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LOT 45
__ J
~i
1 ' 67
I 41 . .lB
---llf'F=44.30
LIMITS OF CLEARING AND GRADING
-4 N 5$'50'1-5!'...-E__
PR VIDE 2
GRA LB
·•42 72 C --
,42
232.2 ' -
.. ,, . .. • .,
:i.
,·
• .• • .. .. .
1 '---... ' .:;"'.' '---...
1 41.54
t 41.32 .. -'r r;=----+-i:!::;:::;;t::::rl-'4---.-_~. =i!•r /
}::, T I I I
42~;1L~ ;, I L \_:::_ -. =='J
: ·:• I 'EXl$T •
FF=45.50
FF=45.50
42.18.
. , ; T.,.. [i' DRAINAGE ·• ·..-PAtttRN POR LOT 44 'y--------<.-~ gj ~(TY?.) ,413B I
. :57 41.460 0 ~--: I
. ~
~ Ll~ITS O CLEARING AND GRADING : (f)
j POR LOT 44 I z
0
(f) I □
l> '. •. I o
---□---: <(
• NOTE
i SEE SHEET 5 FOR LEGEND NOTES
ROS 281
41.37 -. PROVIDE 2~ -=--42.2~ .. --.,_J,_.,___,,. ____________________ i __ 2 -7
---r---------. ~VEL BAGS AROUNn-u ---
139.55
/""EXIST, FJRE HYDRANT
a39. 73 39.92
LOT 43
MAP 535
BENCH MARK:
DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARI< OC155 AND
USC & GS AND NOS-NGS BfNCf/ MARK STAMPED
QC-15S STANDARD D15'
LOCATION: O.S MILE NW OF THE INTERSECTION OF CARLSBAD BLVD AND ELM ST.;
0.1 Mil£ NORTI-1 Of 8RIDGE: O\IERGRQSSING RR g FEET £AST OF CL OF
TRACKS AT $WITCH BOX. LQCAZFD IN CQNC 8A;ir OF RR SWJTCH BOX
SIGNAL
RECORDED: COUNTY OF SAN DIEGO
ELEVATION: 20,044 DA WM: MEAN SEA lfVEL
CUR8:RU"QET
'-141.28
DATE: 1!-29-07 W.O. 12301!-3 DRfT: AMJ/MC CHK'D BY: ?MM/DAR
■PL.ANNING
SCALE 1 "= 2D'
I iRCE __ _ EXP, ___ _ DATE
REVIE\IED .BY•
l
INSPECTOR DATE
1--1--+-----------t------t----1---;-----1I SH6EET I CITY OF CARLSBAD I SHE6ETS I i ENGINEERING DEPARTMENT :=:::::::::'...::+===============::::'...'::==~ EROSION C_ONTROL PLAN FOR:
ROOSEVELT GARDEN CONDOMINIUMS
I I
LlnTVEDT. ffi0COLL
er A00OCIATE0
IICl\11.. ENGINEERING 1-----lf----+----------------¾----+--+---~~--I i ',,,_/'✓ o/14-c
APPROVED i / / . DAVID A. HA~SE
•LAND SUP.VE'(JNG 1-----1---1----------------t----+--+----1----1 DEPUTY CITY ENGINEER PE33081 EXPIRES6 30 0 0 TE
1-----1-~-1----------------t----+--+----1----1 OWN BY:-+---PROJECT NO. DRAWING NO. DAT£ INlllAL DATE INITIAL DATE INITIAL CHKD BY
ENGINEER 0-WORK REVISION DESCRIPTION 1-,0_.:.TH __ E.::_R_'".,_P.:..CROC...VA-"-l-+-~CI-TY-'-AP-'-PR-O--"A_.:.L-1 RVWD BY:. D(.-. RP04-4A/CT06-18 431-6A 2810 Camino Ool Rio Sooth, Sutt. 200. Son Plego, CA 92108•(619)294-IHO•Fa,(619)294-«+l r ~ ,