HomeMy WebLinkAboutDWG 419-7A; SDP 03-16; CARLSBAD MEDICAL PLAZA; 01-05GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF Tf-lE
CARLSBAD MUNICIPAL CODE.)
1. n-1/S PLAN SUPERSEDES ALL On-lER PLANS PREVIOUSLY APPROVED BY TI-IE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF Tf-1/S PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONOlnONAL APPROVAL, CITY
STANDARDS OR OTHER ADDlnONAL DOCUMENTS LISTED HEREON AS Tf-lEY MAY
PERTAIN TO Tf-1/S PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM Tf-lE CITY ENGINEER 111LL BE REQUIRED FOR ANY
WORK IN Tf-lE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING Tf-/E CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN TI-IE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY TI-IE INSURANCE
COMPANY I\RlnNG TI-IE POLICY MUST HAVE A RATING OF A AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS' KEY RATING GUIDE.
5. UNLESS EXEMPTED BY S£CTION 301.(b)5 OF TI-IE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM TI-IE 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 TI-IE CITY ENGINEER DOES NOT AUn-lORIZE 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 n-lESE PLANS WITHOUT THE I\RITTEN APPROVAL
OF TH[ CITY [NG/NEER, NOTED Wln-1/N TI-IE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TI-/£ TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL B[COM[ THE PROPERTY OF THE CITY UPON BEING
SIGNED BY TI-IE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY TI-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TI-/£ WORK BY TI-IE
CITY.
11. ACCESS FOR FIRE AND On-lER EMERGENCY \.fHICLES SHALL 8£ MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TR[NCHES AR[ WITHIN 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 TI-IE STA TE OF
CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. TI-/£ SOILS REPORT 1i!LL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACnON REPORT AND COMPLIANCE \.fRIFICA TION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO TI-IE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF TI-IE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONS1RUCTED IN
ACCORDANCE VI/TH TI-IE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE
" EAR TI-I WORK SPEC/FICA TIONS " A TTACf-/ED TO THE PRELIMINARY SOILS
/NVESTIGA TION. DAILY FIELD COMPACnON REPORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRfCONSTRI/CUON MEfDNG SHAii BE HEID AT THE Sf1f PRIOR TO IHf
flfGINNING Of WORK AND SHAii Rf AITENQFQ BY Al I REPRfSENTAD\tE5
RESPONSIBLE FOR CONS1RUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
011-/fR AsPFCTS OF THE WORK TI-IE CONTRACTOR SHALL SCHEDULE TI-IE MEETING
THROUGH TI-/£ PERMIT CLERK ((760)438-3634) AT LEAST FIVE(5) WORKING DAYS
PRIOR TO STARTING CONSTRUCTION. APPROVED DRA1i!NGS MUST BE AVAILABLE
PRIOR TO SCHEDULING. A COPY OF n-1£ GRADING PERM/ T VI/LL BE PROVIDED
BY THE PROJECT INSPECTOR AT TI-IE MEETTNG.
15. All INSPFGDQN l?fOl/fSTS OTHER THAN FOR PRFCQNSTRI/CDON MEETING Vdll Rf
MAQE BY CAIi iNG llif fNG/NEER/NG 24 HOUR INSPfCDON REQl/fST i/Nf AT
(Z6Q) 4J8 J891.INSPFCTION REQUFSTS MUST BE REC[IV[Q PRIOR TO 2: oo PM.
ON n-1[ DAY BEFORE TI-/[ INSPECTION IS NffDED. INSPECTIONS l!fLL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERl!!SE. REQUESTS MAD[ AFTER
2: 00 P.M. \l!LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. n-1[ OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A D[TAIL PLAN TO THE CITY [NG/NEER AND/OR CONCERNED AG[NCY SHOl!!NG
THE DESIGN OF SHORING, BRACING SLOPING OR On-lER PROVISIONS TO BE MADE
OF WORKER PROTECnON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATTON OF SUCH TRENCH OR 1RENCHES OR DURING TI-IE PIP[ INSTALLATION
n-lEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AG[NCY PRIOR TO EXCAVATION. IF Tf/[ PLAN VAR/FS FROM Tf/[ SHORING SYSI[M
STANDARDS ESTABLISHED BY THE CONS1RUCnON SA[[TY ORDERS, TITLE 8
CALIFORNIA ADMINIS1RATIVE CODE, THE PLAN SHALL BE PREPARED BY AN
£NGINITR AT lliE CONTRACTORS £½PENSE. A COPY OF TI-IE OSHA EXCAVATION
PERMIT MUST Bf SUBMITTED TO TI-IE INSPECTOR PRIOR TO EXCAVATTON.
18. NO BLASTING SHALL BE COMMENCED Vr!THOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED \l!THIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS \l!LL CEASE IMMEDIATELY, AND THE
PERM/TT[[ WILL NOTIFY TI-IE CITY ENGIN[ER. OPERA noNS l!!LL NOT RESTART
UNTTL THE PERMIT)[[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA noNS CONDUC1[D ON THE S/1[ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA IJON OF 1RUCKS,
EARn-iMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY On-lER ASSOC/A TED
GRADING [QUIPMENT SHALL 8[ LIMITED TO TI-IE PERIOD 8ET'lt[£N 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON l+EEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT TI-IE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF Sf)[ HAUL ROUTES SHALL 8[ SUBMITTED BY n-1[ CONTRACTOR TO THE
CITY ENGINffR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL 8[ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY QFBRIS OR DAMAGE OCCURRING ALONG THE HAUL
RDUTES OR ADJACENT STRffTS AS A RESULT OF TI-IE GRADING OPERATION.
23. BRUSH SHALL BE REMOVED ONLY Vr!n-1/N TI-IE AREA TO BE GRADED. NO 1REES ARE
TO B[ REMOVED UNLESS SPECIFICALLY NOTED ON TH[ PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER JS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOP[.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CON1ROL PLANS. [ROS/ON CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
n-1[ CITY ENGINEER OR AS DIRECTED BY THE PROJ[CT INSP[CTOR.
26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. n-1[ SITE SHALL 8E LEFT IN A N[AT AND
ORDERLY CONDlnON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
AND DISPOSED OF AT A SJ TE APPROVED OF BY TI-If Cl TY ENGINEER.
27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED
l!fTH/N TEN (10) DAYS OF TI-IE nME WHEN [ACH SLOPE IS BROUGHT TO GRADE
AS SHOll!'J ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 419 7L . AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON1RACTORS SHALL COORDINATE
THE WORK OF n-lESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/GA TION PLANS AND TI-IE IMPRO\.fMENT PLANS AS RfQUIRED FOR n-1/S
WORK IN ACCORDANCE l!fTH THE LANDSCAPE: MANUAL TIME REQUIREMENTS.
GRADING NOTES
(CONTINUED)
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Vr!TH A MINIMUM
D-LOAD OF 1,35D OR ASBESTOS CEMENT PIPE Wln-1 A MINIMUM 0-LOAD OF
2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED
PROVIDED DEPn-1 IS LESS THAN 15 FE[T AND BACKFILLED W1TH 3/4" ROCK PER
SDRSD S-4 TYPE "c" AND PIPE MEETS ASIM STANDARD 3034 FOR SOR 35 SOLID
WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OP[RA noN, IT SHALL BE REMOVED 1,ITI-//N TWENTY FffT OF BUILDING
OR S1REET AR[AS AND REPLACED W1 TH PROPERLY COMPACTED SOILS. IN OTHER
AREAS TI-IE PIP[ WILL 8[ PLUGGED Vr!TH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
J2. n-1[ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTTNG FACILITIES
(ABOVE GROUND AND UNDER GROUND) l!fTHIN TI-IE PROJ[CT SITE sumCIENTL Y
AHEAD OF GRADING TO PERMIT TI-IE REVISION OF TH[ GRADING PLANS IF IT IS
FOUND TI-IA T THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TI-IE PROPOSED
WORK.
33. n-1[ CONTRACTOR SHALL NOTIFY AFFECTED UTTLITY COMPANl[S (Sff 8[LOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING N[AR THEIR
FACILITTES AND SHALL COORDINA T[ THE WORK WITH A COMPANY REPRESENTATIVE.
UNOCRGROLND SERVICE ALERT sosa~
Hl.CIFIC BE:LL
ADELPHIA CABLE COMMUNICATIONS
COX COMMUNICATIONS
CITY OF CARLSBAD (STREffS B STORM fRAIN)
, CITY OF CARLSB/l/.J (SEWER, WATER !i
RECLAIMED WAT[R)
• SIW 0/EGJITO WC1TER 0/STRICT
•LEUCl![)/11 COUNTY \11'.\TER DISTRICT
, VALLEC,WS WA7ER DISTRICT
, OLIVfNHAIN WATER OISTR/CT
• BUENA SAN/TATTON DISTRICT
• AS APPROPRIATE
34. PERMIT COMPLIANCE: REQUIREMENTS;
/-8C0-422-4.'33
(760)480-7647
l BOJ-892-0!23
(760)438-7741
(760)806-9809
(760)434-2980
(760) 438-2722
(760)633-2650
(760) 753-0l.'i5
(760) 744-0460
(760)753-6466
(760) 726-1340
A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL TI-IE WORK IN PROGRESS {15.16.120 A.Bf
CARLSBAD MUNICIPAL CODE.
B PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING
REPORTS MUST BE SUBMITTED TO TI-IE CITY ENG/NffR VIA THE
PROJ[CT INSPECTOR {1516.120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CON1ROL, SLOPE PLANTJNG
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND TI-IE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETT[R FROM CITY [NG/NEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUD[S
RECOMM[NDEO SOIL BEARING CAPACITIES, A STATEMENT AS TO
TI-IE EXPANSIVE QUALITY OF TI-IE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. TI-IE REPORT SHALL ALSO
INCLUDE A STATEMENT BY TI-IE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE Vr!TH TI-IE R[QUIREMENTS AND
RECOMMENDATIONS OUTLINED IN TI-IE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS n-lERETO.
(4) R[PORT Win-I AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED Wln-1/N SIX (6)
MONTI-IS AFTER TI-IE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REOUIR[D
TO 8[ RESUBMITTED FOR PLANCHECK. PLANCHECK FEES W1LL BE REQUIRED FOR
ANY SUCH RECHECK.
36. Tf-lE SOILS REPORT TITLED GEOTECHNICAL EVALUATION REPORT ELM GARDENS
OOFICE COMPLEX CARLSBAD CALIFORNIA.
PERPARED BY: NINYO AND MOORE
DA TED: SEPTEMBER 15, 2003 ,
SHALL BE CONS/D[RED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE WITH THE RECOMM[NDA TIONS AND SPECIF/CATIONS CONTAINED
IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM TI-IE ENGINEER OF WORK FOR n-1IS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER TI-IE DESIGN OF THE PROJ[CT AS DEFINED
IN SEC170N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND 1HAT TI-IE DESIGN IS
CONS/STANT l!fTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SP[CIFICAnONs BY THE
CITY OF CARLSBAD IS CONFINED TO A REVl[W ONLY ANO DOES NOT RELIE\.f ME, AS
ENGINEER OF WORK, OF MY RESPONS/BJUnES FOR PROJECT O[SIGN.
FIRM: K & S ENGINEERING
ADDR[SS: 7801 MISSION C[NTER COURT. SUITE 100
SAN DIEGO, CA 92108 CITY, STA TE:
TEL[PHONE: (619) 296-5565
~8~"--: _ _,,_;;f,=~&M_____.:e:::.....,e,c;;z.,zf;c;c, ,,,,-=,C:::::.._ ----DA TE; ~z:..,.l~t=3.,_lo~'t~--
R08ERT C. /MSANDE
P.E. NO.: 25609 [XP/RA TION DA TE; 12-Jl-05
SOILS ENGINEER'S CERTIFICATE
/, ERIK OLSEN , A REGISTERED
GEOTECHNICAL ENGINEER OF Tf-lE STA TE OF CALIFORNIA, PRING/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTTFY THAT
A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF
AUGUST , 20 OJ AND SEPTEMBER , 20QI___ . TWO
COPIES OF THF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO Tf-lE OFFICE OF THE CITY
ENGINEER. -,1 /'.!
-i/ (..-J "--SIGNED:
P.E. NO.;
DATE:
(A,o£A, ,,(.,· '"•----·
GI> 2218
LICENSE EXP/RATION DA TE;
OWNER'S CERTIFICATE
I (WE) H£R[BY CERTIFY Tf-/AT A REGISTERED SOILS ENGINE[R OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUP[RVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
,
NAME DATE
EARTHWORK
QUANTITIES
CUT: 2,820 CY
FILL; 2 012 CY
IMPORT: 0 CY
EXPORT: 808 CY
REM[D/AL: CY
EARTHWORK NOTES:
[ARTI-IWORK QUANTITIES SHOWN ARE
FOR FSTTMA nNG PURPOSES ONLY.
ACWAL QUANTJTIES MAY VARY DUE
TO SHRINKAGE, LOSSES DUE TO
CLEARING OPERATIONS,
COMPACTION, SETTLEMENT, ETC.
CONTRACTOR SHOULD VERIFY
QUANnnES PRIOR TD BIDDING.
REFERENCE DRAWINGS
DWG NO. 227-3, 356-9A
CRMWD 89-102 D-7601 AND
PARCEL MAP 13206
OWNER
CITY OF OCEANSIDE
PACIFIC
OCEAN
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
CARLSBAD OFFICE PLAZA #1, LP.
2775 VIA DE LA VALLE, SUITE 2D4
DEL MAR, CA. 92014
PROJECT LOCATION
(760) 431-5600
CONTACT; JOHN WHITE
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
167-090-70-00-167-090-71-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT JS;
N 367 E ---~16~7~1 ____ ~
KEY MAP LEGEND
----7 L ____ J sHLL r LIMITS ?NO.
- - -.:.;;pflQJECT BOUNDAHY
D
~
PARCEL BOUNDARY
POROUS PAVFMFNT
DECOR A !!VE CONCRETE
£X!ST smRM DRAIN
?INLU
- --CJ moP STORM DRAIN
•INLU
=, = p,qQP B10F7LTER SWAIF
UIS I WGE PAVEMENT
____ [XIST CUR&
='---PROP cu,qe
I I
I I I
___ .J
LEGAL DESCRIPTION
PARCELS A AND B PER DOCUMENT NO.'s 97-210207 AND
97-210208 RECORDED MAY 6, 1997
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS
GENERA TED BY LAND SURVEYING METHODS FROM
INFORMATION GA n-lER[D BY K & s ENGINEERING.
TOPOGRAPHY SHOWN HEREON CONFORMS TO
NA nONAL MAP ACCURACY STANDARDS.
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD BENCH MARK
CH/SLED + N E RETURN
LOCATION: [L CAMINO REAL AND ELM A VE
RECORDED:_--------=~-
[LEVA TION: 127.40 DA TUM: M.S.L.
INDEX OF SHEETS
DWG. NO. DESCRIPTION
1 ................. _ .......... TITI.E SHEET
2 ... ____ .................... EXISTTNG & PROPOS[D
EASEMENTS
3 ............................ GRADING, DRAINAGE &
PR/VA TE IMPRO\.fM[NTS
4 ............................. EROSION CONTROL PLAN
5 ............................. EROSION CONTROL NO TES
AND DETAILS
KEY MAP
SCALE:1''=100'
NOTES
1. ALL ELEVATIONS SHOWN ARE FINISHED SURFACE UNLESS OTHERWISE SHOWN.
2. Tf-lE OWNER AND/OR CONTRACTOR SHALL VERIFY WITH CIVIL ENGINEER THE BUILDING
STRUCTURAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS.
3. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY
CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION.
4. ALL CATCH BASINS SHALL HA VE FOSSIL FILTERS INSTALLED.
5. THE BOUNDARY SHOWN ON THESE PLANS IS NOT NECESSARILY THE RESULT OF A BOUNDARY
SURVEY BY K & S ENGINEERING. Tf-1£ BOUNDARY LINES SHOWN HEREON MAY HA VE BEEN
ESTABLISH[D FROM RECORD DATA ONLY.
6. ALL SURFACE DRAINAGE SHALL BE DIRECTED A MINIMUM OF 2 PERCENT AWAY
FROM THE BLIILDING(S). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT
TO THE LANDSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED,
THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE: THAT NO
PONDING OF WATER OCCURS IN THE PLANTER AREAS. Tf-lE FINISHED GRADE WITHIN
DIGALERT
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF n-1[ CONSTRUCnON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF P[RMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOll!'J OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUnONS
AND ORDINANCES CITED ON n-lESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOl!fNG
DOCUM[NTS, CURRENT AT THE TIME OF CONS1RUCTTON, AS DIRECTED BY THE CITY
ENGINEER
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. RESOLUTION NO. 5596 5597 DA 1[0 04/07 /04
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GR[EN
BOOK).
6. SOILS REPORT, RECOMMENDA TTONS BY NINYO & MOORE CONSULTANTS
DATED 09/15/03
7. THE SAN DIEGO REGIONAL STANDARD DRAl\!NGS AND AS MAY BE MODIFIED BY
TI-IE CITY OF CARLSBAD STANDARDS.
8. THE STORM WATER MANAGEMENT PLAN FOR CARLSBAD MEDICAL PLAZA
DA TED APRIL 2004
9. TI-IE STORM WATER POLLUTION PRE\.fNTTON PLAN FOR CARLSBAD MEDICAL PLAZA
DA TED APRIL 2004
10 7H£ CAL/f?JRNIA STORM WATER QUALITY ASSOCIATION, STORM'i'Q\TER REST MANAGEM£1{T"
PRACTICE, CONSTRUCr!ON HANDBOOK AND Tf-lE STIITE OF CAUFORMA, DEPARTM::NT" 01'
TRANSPORTATION, CONSTRUCTION SI1F BEST MANA.GEMEI./T' PRACTICES (BMP) MANlJAL
LEGEND:
(SEE SHEET 4 FOR EROSION CONTROL LEGEND AND QUANnnES)
DESCRIPTION DWG, No. SYMBOL
PROPERTY LINE
EXISTING CONTOUR
EXISTING ELEVATION
EXISTING WALL
PROPOSED CONTOUR
FINISH SURFACE ELEVATION
FLOW LINE ELEVATION
DIRECTION OF FLOW (1% MIN.)
TOP GRATE/INVERT [LEVA TION
TOP CURB/FLOW LINE El[VATION
PVT. CATCH BASIN (BROOKS) (24")
PVT. CATCH BASIN (TYPE I)
PVT. STORM DRAIN PIPE (12" PVC)
EXISTING INLET
6" CURB & GUTTER, TYPE G
6" CURB
J' 1i!DE CONCRETE GUTTER
MASONRY RETAINING WALL
DEEPENED FOOTING
SDRSD 0-29
SDRSD G-2
SDRSD G-1
SDRSD G-12, 13
SDRSD C-2, 3
(P[R ARCHITECT PLANS)
BUILDING STEMWALL (PER ARCHITECT PLANS}
PAVEMENT AREA {CONG (7") -ASPH (3" / 13")]
GRA V£LPA VE,. POROUS PA VEM[NT OVER 2' SAND
VEGETATED B/OFJL TER SWALE
B" PVC S£WER SERWC£ (PVT)
8" S[WER CLEAN OUT (PVT)
B" SEOCR CLEAN OUT (PER 419-7)
8" PVC WATER MAIN (PER 419-7)
6" FIRE SERWCE (PUB.} /PER 419-7)
W/CHECK ASSY., PIV & FDC (PVT)
2" WATER LATERAL (DOM}(PUB.) (PER 419-7)
I" WATER LATERAL (RCL)(PUB.) (PER 419-7)
FIRE HYDRANT ASSY. (PER 419-7)
STOP SIGN (PVT)
EXIST. 8" WATER MAIN (PUB.)
(REFERENCE)
EXIST. 8" SEWER MAIN (PUB.)
(REFERENCE)
CMIIIJ S6
CMIIIJ 56
CMIIIJ W22
CMWD W4, WB
CMWD WJ, WB
CMWD W-12
R-1
\v'DID 9 37C 325045
() 1 1 _1_!1 J)
--210--
211.00FS
211.00FL
'EJ 211.00TG
l'd 211.00IE
'[iJ 211.00TC
IL!l 211.00FL
[JI
s;il
I. "' · 1 l t·><~-~-:/~
<:::::::J <=--·]
i
QUANTITY
2 EA.
2 EA.
121 LF.
797 L.F.
1,112 L.F.
425 L.F.
24 L.F.
298 L.F.
81 L.F.
1 EA.
1 EA.
7.
LANDSCAPE: AREAS ADJACENT TO THE BUILDING SHALL 8[ 6" BELOW THE FINISHED FLOOR.
WATERPROOF/NG AND/OR A ST[MWALL IS REQUIRED WHEN THE FINISHED GRADE IS LESS
THAN 6" BELOW THE FINISHED FLOOR AND DEEP[NED FOOTINGS ARE REQUIRED WHEN THE
FINISHED GRADE IS MORE THAN 6" BELOW THE FINISHED FLOOR.
THE SUB DRAIN FOR Tf-lE RETAINING AND/OR KEYSTONE WALLS, AS SPECIFIED BY OTHERS,
SHALL BE CONNECTED WITH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET. CALL BEFORE YOU DIG
1-800-227-2600
48 HOURS NOTICE
REQUIRED
PLANNING DEPARTMENT APPROVAL / /11 ~--t:SUI LT 11
1,¼keQ;_~•at?w:s. DATE:13/10/0-t l/--c::;----,r~_ ·c.:·---.4 ~;...tf--~"'4-~ 'i /'rlo, 8.
9.
10.
ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTALLED.
THE HARDSCAPE SHOWN HEREON WAS OBTAINED FROM THE ARCHITECTURAL PLAN.
CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SITE PLAN.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE
FOR CURBS OR HARDSCAPE IF ANY OF THE A.D.A. STANDARDS HAVE NOT BEEN MET.
IIICIIAEL J. HOI,ZJIIJUR, PLINNING DIRECTOR CE 4SS'l
~y'6;;..,,,••~-..,..<"'~cNED,.::Gl;,l1...-<~---··.,,.,c7nAn, e / 5 / o '/ REVIE vJE.ll /iri;, /'
RICOIIIIINDED BY:~ J~Geb <O -f~dy (PRINT NAME) r~sPicT~
I ,
DATE
DATE
f-----J---+-~-~-------f---+~-+--+-----1I SH1ET 11 CITY OF CARLSBAD II SH5TS I
(619)296-5565
K&S ENGINEERING
Planning Engineering Surve~ng
~C~Tfo/ttf
7801 Mission Center Court,1Suite 100
San Diego, CA 92108
1----+---l--------------------+-----+---+---+----t GRADING, DRAINAGE & EROSION CONTROL PLANS FOR:
CARLSBAD MEDICAL PLAZA
APPROVED: LLOYD 8. HUBBS i?Y
1--------4--+---------------+---+-~l---+----ll~~'--""">="""-'~~,c;?.l"--'---.~//f½a.c..~-~-~·~-----SllWC"'~ PE:238896:PIREi: 1TuiTos CITY ENGINEER DATE
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DA TE INITIAL
Cl1Y APPROVAL
PROJECT NO.
SDP 03-16
DRAWING NO.
419-7A
cu
Cl
1/J
1-, ' L.,__I
L
LL
LJ.
,90204
~--is
--------------\ ~
----~\ -----------
34f--_,,,.
EXISTING EASEMENTS
[j] EXISTING 10' EASEUENT FOR PIPELINES Villi lliE RIGHTS Of INGRESS IBERETO AND
EGRESS TliEREFROU AND INCIDENTAL PURPOSES TO COSTA REAL MUNICIPAL WATER
DISTRICT, REC. OCTOBER 5, 1983 AS INSTRUMENT NO. 83-356773 Cf O.R.
·:¼ \
\
[D EXISTING 10' EASEMENT FOR PIPELINES AND INCIDENTAL PURPCSES TO COSTA REAL MUNICIPAL
WATER DISTRICT, REC. SEPTEMBER 28. 1983 AS INSTRUMENT NO. 83-345690 OF O.R.
QJ EXISTING 20' & 25' EASEMENT FOR WATER LINE AND INQDENTAL PURPOSES TO CARLSBAD MUNICIPAL WATER
DISTRICT, REC. MAY 21, 1998 AS INSTRUMENT NO. 98-301489 OF O.R.
II] EXISTING 20' & 25' EASEMENT FOR RECLAIMED WATER LINE AND INCIDENTAL PURPOSES TO CARLSBAD MUNICIPAL
WATER DISTRICT, REC. MAY 21, 1998 AS INSTRUMENT NO. 98-301490 OF O,R.
[TI EXISTING RECIPROCAL ACCESS EASEMENT PER F/P 97-0212095, REC 5-7-1997
[]J AN EASEMENT FOR PUBLIC STREET AND PUBLIC UTILITY AND INCIDENTAL PURPOSES TO CITY OF CARLSBAD
REC MAY 19, 1998 AS INSTRUMENT NO. 98-294055 OF O.R.
[I] PORTIONS OF EL CAUINO REAL STREET VACATION REC. DECE:MBER 18, 1981 AS INSTRUMENT NO. 81-396329
OF O.R., EXCEPTING TliEREFROM AN EASEMENT TO TliE CITY OF CARLSBAD FOR EXISTING UTILITIES, DRAINAGE
STRUCllJRES AND SLOP£ MAINTENANCE: AND t.CIDENTAL PURPOSES AND ALL ABUTTERS RIGHTS Of ACCESS TO
lliE HIGHWAY CONTIGUOUS AND ADJACENT lliERETO. ALSO SEE DCC. REC. APRIL 16, 1984 AS INST. NO.
84-138881 D.R.
ACCESS RIGHTS TO ELM AVENUE AND EL CAMINO REAL AVENUE LIMITED BY INSTRUMENT RECORDED SEPTEMBER 9.
1983 AS F /P 83-321844 O.R. EXCEPT AS PRO'IIDED ON SPECIFIC PLAN SP·-182 AS ADOPTED BY ORDINANCE .
ND. 9618 BY TliE QTY Cf CARLSBAD ON JUNE 1, 1982.
UNPLOTT ABLE EASEMENTS
1-AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPCSES TO PACIFIC TELEPHONE AND TELEGRAPH
COMPANY, REC. MARCH 4, 1911 IN BOOK 511, PAGE 235 OF DEEDS.
SAID DEED DOES NOT CONTAIN lliE LOCATION OF SAID EASEMENT.
2-AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES TO SAN DIEGO GAS &: ELECTRIC CO.,
REC. FEBRUARY 15, 1977 AS INSTRUMENT NO. 77-56590 Of O.R.
lliE LOCATION OF lliE EASEMENT CANNOT BE DETERMINED FROM RECORO INFORMATION.
3-AN EASEMENT FOR FIRE PROTECTION AND INCIDENTAL PURPOSES TO lliE CITY Cf CARSLBAD
REC. MARCH 15. 1977 AS INSTRUMENT NO. 77-93919 OF O.R.
TliE ROUTE as LOCATIOO CANNOT BE DETERMINED FROM SAID INSTRUMENT.
4-TliE PRl'IILEGE AND RIGHT TO EXTEND DRAINAGE STRUCllJRES, EXCAVATION AND Et.lllANKMENT SLOPES
BEYOND TI-IE LIMITS Of ROAD SUR'IEY NO. 925 '/,HERE REQUIRED FOR lliE CONSTRUCTION AND MAINTENANCE
OF SAID PUBLIC HIGHWAY AS GRANTED TO TliE COUNTY OF SAN DIEGO IN DEED REC. MARCH 20, 1945 IN
BCOK 1837, PAGE 276 ANO IN DEED REC. APRIL 1D, 1945 IN BOOK 1842, PAGE 215 O.R.
lliE ROUTE OR LOCATION CANNOT BE DETERMINED FROM SAID INSTRUMENT.
5-lliE TERMS AND PRO'IISIONS CONTAINED IN TliE DOCUMENT ENTITLED "DECLARATION OF RECIPROCAL DRl'IING,
PARKING AND PEDESTRIAN USE AGREEMEN1" REC. FEBRUARY 27, 1984 AS INST. NO. 84-69601 D.R. EXECUTED
BY AND BET\IEEN ELM PROPERTIES, A CALIFORNIA JOINT 'IENllJRE AND SAN DIEGO TRUST & SA'IINGS BANK,
GRANTING lliE RIGHTS TO IBE USE OF TliE COMMON AREAS FOR DRl'IING, PARKING AND PEDESTRIAN PURPOSES.
TI-IE ROUTE OR LOCATION CANNOT BE DETERMINED FROM SAID INSTRUMENT.
6-TliE TERMS AND PROv1SIONS CONTAINED IN lliE DOCUMENT ENTITLED "RECIPROCAL DRl'IING, PARKING AIIO
PEDESTRIAN USE AGREEMEN1" REC. JUNE 5, 1985 AS INSTRUMENT NO. 85-199712 O.R. EXECUTED
BY AND BETWEEN W.C. LUSARDI, W.F. STRONG AND E.L. FOGAL ACTING IN TliE NAME OF ELM PROPERTIES,
ACTING IN TI-IE NAME OF ELM PROPERTIES, A CALIFORNIA GENERAL PARTNERSHIP, GRANTING A NON-EXCLUSl'IE
EASEMENT FOR DRlv1NG, PARKING AND PEDESTRIAN USE PLRPOSES.
lliE ROUTE OR LOCATION CANNOT BE DETERMINED FROM SAID INSTRUMENT.
PARCEL C
CIC F' IP G1-2-w2og
APJ\J -rn?-090-72
Lor 387
c.r. 74-25 UNIT 2 MAP -Jo-J2-J
APN i67-4-Ji-63
-----
-------
BENCH MARK
DE.SCRIPT/ON: 0Ce:.l'-'TY-"'OF-"'C""AR.:cL"'SBe:,Ao,O'-"'BEecN:..sC"-'H-'M"'A"-'R"-'K ______ _
CH/SLED + N E RETURN
LOCATION: __ E.~Lc...=CA~M~IN~O~RE~A~L'--'A-"-N"'D'-'E"'L""M'-'A"-\IE~-------
R[CORDED: _~-------------=---E.LEVA TION: --"12"-'7~.4,.,0c._ ______ DA TUM: ~M=.S=.L~. __ _
---------
~ PK1a&S EEngNGINEE3RIN.G
nmng rneenng urveyrng
X& CJ-.• /.. 7/23/0'/__
(619)296-5565 7801 Mission Center Court, Suite 100
San Diego, CA 92108
---
'-'-"' YnlU-'L..1~ VI I II.IL....> \ PROPERTY OWNER ---r1a.oo' - -I~ --1 --------
I
l D=0'43'28"
L=38.88'
R=3075.00'
-,aS4 --5 --~'II /4 !!,\'o \ _.--c "~· -s\'----1
L N18'42' 44"W
31.53'
\
\
:D
_,,,.,,,.,---
\_
---20' PRIVATE STORM DRAIN
EASEMENT TO BENEFIT
D=11'56'56" ELM GARDEN OFflCES
L~32.95' PROPERTY OWNER
R=158.00' DOC. #
REC.
60
--
,,/"'
_,,,.,,,.,---
D=1015'01"
L=28.98'
R=162.00'
780! l,<.:3,:·;1 · C Ste 100
San Diego Ca 9l I 08 (619) 296-5565
&_BUILT PbJlli
INSPl:C't !:. 0 .4.1'-'C HJ--,1:,~,n\1,MtNDEO
0UR _,-~,:-c;..:..11"\r~C-f l
kY~---·· q/'9'/4-r! PUBLIC WORKS INSPf:CTOR !:'ATE
CARLSBAD 11 SHSTS I
SCALE: 1 "= 20' GRADING, DRAINAGE & EROSION CONTROL PLANS FOR:
CARLSBAD MEDICAL PLAZA
APPROVED: LLOYD B. HUBBS &'Y
t----f---+----------------+----+--+--~--~1-~eZ=~•~A-•~-~::c~...?.2,__~JA!¼,~~'t;J,-~~-~----B/;-/4,~
PE, 23889 ExKRci, 121VoscnY ENGINEER oA rr
DAT£ INITIAL DAT£ INITIAL
ENGINEER OF WORK REVISION DESCRIPTION □!HER APPR□VAL
DAT£ INITIAL
CITY APPROVAL
DWN BY: ~
CHKD BY:-''='--RVv/D BY: i:>(F>..
PROJECT NO.
SDP 03-16
DRAWING NO.
419-7A
'/J
l
0
T
090204
N
0 ~
tll
EL CAMINO
LINE OF SIGHT DETAIL
SCALE: 1"=80'
SEE DWG 419-7 FOR
P\J .. BL .. IC. l.MPROVEMENTS~.
11,7,f:i2 Tlf../ . \
i\o.es?·s~
EX. CURB &
GUTTER TO REMAIN
PAVEMENT LEGEND
'J
---
PAVfMENT A/?fA {CONG (7") -ASPH (J" / 13")]
GRAVfLPAVf™ POROUS PAVfMENT OVfR 2' SAND
PA V[IJEN T REMOVf
PA Vfl.lENT REMOVf & REPLACE
PA VfMEN T OV[RLA Y I · I
1.
2.
3.
4.
5.
6.
7.
8.
9.
I
[ 2" COMPos~ TILLED
INTO 6" NATIVE SOIL
TYPICAL BIOSWALE
NOT TO SCALE
NOTES
ALL ELEVATIONS SHOWN ARE FINISHED SURF ACE UNLESS OTlffRWISE NOTED.
THE OWNER AND/OR CONTRACTOR SHALL VERIFY WITH CIVIL ENGINEER THE BUILDING
STRUCTURAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS.
CONTRACTOR TO VERIFY LOCATION ANO ELEVATION OF ALL EXISTING UTILITY
CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION.
ALL CATCH BASINS SHALL HAVE FOSSIL FILTERS INSTALLED.
THE BOUNDARY SHOWN ON THESE PLANS IS NOT NECESSARILY THE RESULT OF A BOUNDARY
SURVEY BY K & S ENGINEERING. THE BOUNDARY LINES SHOWN HEREON MAY HAVE BEEN
ESTABLISHED FROM RECORD DATA ONLY.
ALL SURFACE DRAINAGE SHALL BE DIRECTED A MINIMUM OF 2 PERCENT AWAY
FROM THE BUILDING(S). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT
TO THE LANDSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED,
THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO
PONDING OF WATER OCCURS IN THE PLANTER AREAS. THE FTNISHED GRADE WITHIN
LANDSCAPE AREAS ADJACENT TO THE BUILDING SHALL BE 6" BELOW THE FTNISHED FLOOR.
WATERPROOFTNG AND/OR A STEMWALL IS REQUIRED WHEN THE FINISHED GRADE IS LESS
THAN 6" BELOW THE FINISHED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED WHEN THE
FINISHED GRADE IS MORE THAN 6" BELOW THE FINISHED FLOOR.
THE SUB DRAIN FOR THE RETAINING AND/OR KEYSTONE WALL, AS SPECIFIED BY OTHERS
UNDER A SEP ARA TE PERMIT, SHALL BE CONNECTED WITH POSITIVE FLOW TO A DRAINAGE
SYSTEM OR CURB OUTLET.
ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTALLED.
THE HARDSCAPE SHOWN HEREON WAS OBTAINED FROM THE ARCHITECTURAL PLAN.
CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SITE PLAN.
MINIMUM SECTION FOR NEW AND REPLACED AC PAVEMENT IS PER SOIL ENGINEER'S
RECOMMENDATION (3" OVER 13" BASE).
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE
FOR CURBS OR HARDSCAPE IF ANY OF THE A.D.A. STANDARDS HAVE NOT BEEN MET.
SEE SHEET 4 FOR EROSION CONTROL PLAN AND SHEET 5 FOR EROSION CONTROL DETAILS.
SEE SHEET 2 FOR ALL EXISTING & PROPOSED EASEMENTS.
F XISl N2'
P/\kKIN1~
i1REA ---~)
I I
' I
REAL
10.
11.
12.
13.
14.
15.
SEE IMPROVEMENT PLANS, DWG 419-7, FOR PUBLIC WATER CONSTRUCTION.
PARCELS A & B COMBINED VIA A LOT LINE ADJUSTMENT PLAT, ADJ. #04-01.
1:,:,. ~,~ .... _ -, --~ C;.-~:r:. st: mo
Soc G,e;; Cu. s; J8 (619)296-5565 ----
BENCH MARK
DESCRIPTION•CITY OF CARLSBAD BENCH MARK
CHISLED + N [ RETURN
L OCA TI ON: _ _,E°"L~C"'A,,.M,.,_INc,,O"-'-'R'='EA:,,L~A"'N-"D'--='EL='M'--"A-"VE~------
RECORDED:_~~---------~~~--
ELEVA TION:_~12=7~. 4~0~------~ DA TUM: .cMec.S,c·=cL. __ _
Sff DWG 419-7 FOR
PUBLIC IMPROVEMlNTS
I:] K&S ENGINEERING
ei Planning Engineering Survevmg
;&,le/ C~?,l/£/4:,-
1619)296-5,65 7801 Mission Center Court, Suite 100
San Diego, CA 92108 DATE INITIAL
ENGINEER OF WORK
RECONSTRUCT EX.
LOCA.L DEPRESSION
0 10
REVISION DESCRIPTION
\
(
\
\
\
EXISTI\JG
P/IRk'IN::
ARfA
'
\
!
50' EXISTING ACCESS EASEMENT
25'
12'
EXISTING
CURB &
GUTTER
If
I
25'
12'
~.,----~"":iP"""" OVERLAY .. ,--··
EXISTING
AC PAVEMENT
REMOVE AND REPLACE
EXISTING AC PAVEMENT
3' CONC.
RIBBON GUTTER
SEE DETAIL A
SECTION A
NOT TO SCALE
50' EXISTING ACCESS EASEMENT
25' 25'
12' 12'
_, I
-.. ;;:-I .. ..
'"~-
EXISTING
CURB &
GUTTER
If
4% I 1.5% ,_
C.
,.,_. __ _j------,,, , ____ _
OVERLAY
EXISTING
AC PAVEMENT
-
3' CONC.
RIBBON GUTTER
SEE DETAIL B
SECTION B
NOT TO SCALE
3.0'
"
EXISTING
CURB
1 ,rRIES u_"lAN PER
CONCRETE CURB
PER SDRSD G-1
AC PAVEMENT
OVER BASE PER
SOILS ENGINEER
EXISTING
CURB
I I YARIES PER
!__LLAN
CONCRETE CURB
PER SDRSD G-1
AC PAVEMENT
OVER BASE PER
SOILS ENGINEER
\
-, ---[XIS"l~Jc
/
20 40
\
\
SCALE: 1 "=20'
DATE INITIAL
OTHER APPROVAL
f-'A~F w;
AREA
');'.'
v,'i'ci,
/
1.5%
7" MODIFIED PCC GUffiR
PER SDRSD G-12
DETAIL A
NOT TO SCALE
3.0' i--_.,,_
1.5%
7" MODIFIED PCC GUTTER
PER SDRSD G-12
DETAIL B
NOT TO SCALE
iNSPECTEC AN;'J :--<,.:COMMENDED
: .JR A1X?CJT/½·1::r
CONCRETE CURB & GUTTER
FOR CHANNELLING POROUS
SURFACE FLOW-BY
A.C. PAVEMENT
SECTION PER
SOIL ENGINEER
RECOMMENDATION
POROUS PAVEMENT '-..... w; FINE GRAVEL GEOTEXTILE "--BASE PER SOIL ENGINEER
(3/16" OR LESS) FABRIC RECOMMENDATION w1/>0 5" /HR MEMBRANE . A¾P 7-10% INFILTRATION RATE
C:~ME!ll' TRViTl<\~~T SECTION C
60
DATE INITIAL
CITY APPROVAL
NOT TO SCALE
OF CARLSBAD 11 SH5TS I
GRADING, DRAINAGE & PRIVATE IMPROVEMENT PLAN FOR:
CARI.SBAD MEDICAL PLAZA
APPROVED: LLOYD B. HUBBS JY-e,ltl,,/,, 'i
1 05 CITY ENGINEER DATE
DWN BY: fil
CHKD BY: ~===--RVVD BY• 1)t;~
PROJECT NO.
SDP 03-16
DRAWING NO.
419-7A
I .. '
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D
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090204
----
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O[SCRIPTIO_N_: iCilT~Y~O~F~CtA~R';;Lf/cSBi~A-'D~iB','i[f'NiC'f""H_.~M;A;R..,K ________________________ --= CHISL[D + N [ R[TURN
LOCA T/ON: _,JEJ,.L.JC~A~Mlu:,Ny_0,1:,R~[A!c!L~A~N,!!,DccEesL""M-'A:,_,VE"--------
R[CORO[O·-_-_,-',,-c=_,-,_-=---_-_-_-_-_-_-_-_-_-_-_-_-_--;:__-;:_:;;_~_7._7_;1(_5';'-L~~~~-=
[LEVA T/ON: 127AO DA TUM:=·=·~----
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(619)296-5565
---
STABILIZED
'~ONSTRUCTION
£,~TRANCE
'
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LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
GRAVEL BAGS
HYDROSEED SLOPE PROTECTION
NOTE:
QUANTITY
1 EA.
785 L.F.
535 EA.
4,100 S.F.
SYMBOL
---0,-----,01----
=
FOR EROSION CONTROL NOTES AND DETAILS SEE SHEET NO. 5
40 60 I Sf4ET 11 CITY OF CARLSBAD 11 SHSTS I
SCALE: 1 "= 20' EROSION CONTROL PLAN FOR:
CARLSBAD MEDICAL PLAZA
K&S ENGINEERING
Planning Engineering Surveying ~====~====+=============================F====f===JF====E===3 ~Ac'cPc;;P""R"'oVE~o=, ;=:LL=;co~Y;;=D =;:B;==_ ';';Hii'iuiiiss~s~rr~=======9
~C~¥s-/-r
7801 Mission Center Court, Suite 100
San Diego, CA 92108
' ~ .BhA&,f,T +'
31 05 CITY ENGINEER r5 ,Ti'.: -~=~~;=t~;~=t================================+~;;~J~;~~==f;i~=3i;~~3 ~D~W~N~B~Y~: ~~AN¥A;!~~~P~R~O~JE~C~T~NO~.='=imo~R~A~W~IN~Gfj;N~O~. t-DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: g,s.:r SDP 03-16 419-7 A
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY• DG ~ ENGINEER OF WORK
(\J
U)
090204
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LARRY LETZ AT 760 522-7490.
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 TIEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOv1ED OR MODIFIED 'MTHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE AUL 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 UNCOMPLIETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREv1ENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPR0v1ED GRADING PLAN SHALL
BE IN CORPORA TIED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETIER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOv1ED AFTER EACH RAINFALL.
10. ALL GRAv1EL BAGS SHALL BE BURLAP TYPE 'MTH 3/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COv1ERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOv1EMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 1'<1TH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TIE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
B.
c.
D.
E.
ALL PERMANENT AND TIEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO v1ERTICAL) OR STIEEPER
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 IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING 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. HAv1E ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIA TIE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITIERIA:
1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATIERING FROM QUICK COUPLERS/HOSE BIBS OR A CONv1ENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHAUL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COv1ERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROv1ED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEv1ELOPER 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 LEv1EL OF THE SOIL AT THE
OPTIMUM LEv1EL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
o. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF ESCHSCOLZIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITIEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS \'MERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITIEM a OF THIS SUBSECTION MUST BE INOCULATED 'MTH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS l'llTH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTIED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TIE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTIED, 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, 'MTH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
o. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARRO'MNG AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT 'MLL NOT BREAK UP USING ITIEMS 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
SA TURA TIED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED 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.
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD BENCH MARK
CH/SLED + N E RETURN
LOCA T/ON: EL CAMINO REAL AND ELM AVE
FLOW ·-►
',~4"
EMBEDDING DETAIL
VERTICAL FACE
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ---a
WIRE OR NYLON
BOUND BALES
PLACED ON TI--JE
CONTOUR
"-.,---2 RE-BARS,STEEL PICKETS,DR
2"X 2" STAKES 1 1 /2' TO
2' IN GROUND
ANCHORING DETAIL
., DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
NOT TO SCALE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TIRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
-----------~
'.,./ -------::.-,---
~~
3. ATTACH THE FILTER FABRIC TO
THE WI RE FEN CE AND EXTEND IT
INTO THE TIRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
1~----
11 FILTER FABRIC
1/_.,...
~-?J]~-~-~ g~
SILT FENCE
NOT TO SCALE
CORRUGATED METAL
RUMBLE STRIP PANELS
MAY BE USED ON
CRUSH ED AGGREGATE
GREA TI:R THAN 3"
LESS THAN 6"
OVER FIL TI:R
FABRIC
PUBUC
RIGHT-OF-WAY
OR PAv£D
ROADWAY
APPROACH TO EXIT -------..._ = . ,-~s==::'::':'.~c::o.,;g¢===~1m1.====~
14' MIN. OR AS REQ'D
TO ACCOMODATE
TRAFFIC
12" MIN. OR AS
SPECIFIED BY
SOILS ENGINEER
PROFILE
50' MIN. OR FOUR TIMES
PLAN
20'R MIN,
TYP
PUBUC
RIGHT-OF-WAY
OR PAvl:D
ROADWAY
PROVIDE APPROPRIATE TRANSITION
BET'M:EN STABILIZED
CONSTRUCTION ENTRANCE AND
PUBLIC RIGHT-OF-WAY
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
GRA VIEL BAGS OVIERLAP
ONTO CURB -
RUNOFF
3 FT (0.9 M) MIN.
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVIERLAPPED
GRAVEL BAGS
NOT TO SCALE
K&S ENGINEERING
Planning Engineering Surve
---------RECORDED:--=~~---------~=---
ELEVA T/ON: _ce12"-'7,_c40'--------DATUM: .,,M,c,S"".Le,., __ _ (619)296-5565
~~?f;Joy
7801 Mission Center Court, Suite I
San Diego, CA 92108 DATE INITIAL DA IT INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DA IT INITIAL
CITY APPROVAL
IN3PEC•·r:u 1"."'C: ;.•·-::c01-ciMIEN:Df.:D
1<;\1'. .. C:.b i,.~"-,\:.t
WI CITY OF CARLSBAD II~
EROSION CONTROL NOTES AND DETA!Ul FOR:
CARLSBAD MEDICAL PLAZA
APPROVIED: LLOYD B. HUBBS /JY
~-~-L_ ___ 6/14:Lo'I
DWN BY: NA
CHKD BY: P-J,;Y
RV\vD BY, t>Ell
1 05 CITY ENGINEER DATE
PROJECT NO.
SDP 03-16
DRAWING NO.
419-7A
u) u
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