HomeMy WebLinkAboutDWG 443-4A; CT 05-19; CARSLBAD MEDICAL VILLAGE; 01-07GRADING NOTES
{IN ADDITION TD THE RE()IJ/REMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL COD£)
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUS/.. Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOl+N ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/1-f" ANY PORTION OF THE
CARLSBAD MUNICIPAL COD£, RESOLU710N OF COND/7/0NAL APPROVAL, CITY
STANDARDS OR OTHER ADD/710NAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT REIJEl-f" THE 0£1-f"LOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORREC710N OF ERRORS AND OMISSIONS
DISCO'IERED DUR/NC CONSTRUCTJON. ALL PLAN REVISIONS SHALL BE PROMP7l Y
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER l+ILL BE RE()IJIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
Cfl/7/RCA TE OF INSURANCE MUST BE RLED NAM/NC THE CITY OF CARLSBAD AS
AN ADD/7/0NAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT
OF 11,000,ooaoo FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WR/7/NC THE POLICY MUST HA 1-f" A RA 7/NC OF "A-• OR BETTER AND A SIZE
CA TECORY OF CLASS V OR BETTER AS ESTABLfSHED BY "BESTS" KEY RA 7/NC GUIDE
5. l/NLESS £X£1,1PT£0 BY SEC710N J01.(b)5 OF THE LIN/FORM 8/JILDINC CODE,
RETAIN/NC WALLS OIJTS/0£ OF PUBLIC RIGHT OF WA Y REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UN71l ALL PERMITS HA 1-f" BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENC/NEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UN71l THE PROPERTY Ol+NER's PERMISSION
HAS BEEN OBTAINED ANI) A VALiV GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS l+ILL BE MADE TO THESE PLANS l+ITHOUT THE WRITTEN APPROVAL
OF THE CITY ENC/NEER, NOTED l+ITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE 7/7/_£ SHEET.
9. ORIGINAL DRAl+INCS SHALL BECOME THE PROPERTY OF THE CITY UPON 8£/NC
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWNC SHALL BE REVISED TO RffiECT AS-8/JILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
II. ACCBS FOR RR£ AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TD
THE PROJECT SITE AT ALL 71/JES DURING CONSTRUC710N.
12. 'M-IERE TRENCHES ARE 1+1711/N CITY EASEUENTS. A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC710N
CURl-f"S, SHALL BE SUBMITTED BY A PROFESSJONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALL Y DO/NC BUSINESS IN THE REl.D OF APPLIED SOILS
AJECHA,'J!CS. THE SOILS REPO/?T WILL BE SUBMITTED TO THE CITY ENC/NEER/NC
INSPECTOR l+ITHIN TIit/ WORK/NC DA Y.S' OF THE COMPLEl/ON OF FIELD TESTS.
IJ. A SOILS COMPAC710N REPORT AND COMPLIANCE I/ER/FICA 7/0N REGARDING
ADHERENCE TO RECOMM[NDA 7/0NS OU7l/NED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRAIJINC
SHALL BE DONE UNDER THE DIREC710N OF A PROFESSIONAL ENC/NEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DOING 8/JSINESS IN THE REl.D OF APPLIED
SOILS MECHANICS. ALL RLL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE l+ITH THE CITY OF CARLSBAD STANDARD SPECIF/CA 7/0NS AND THE
• EAR TH WORK SPEC/RCA llONS • A TTA CHED TO THE PREl.lMINAR Y SOILS
INVESllCAllON. DAILY REl.D COMPAC710N REPORTS l+ILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTRIJCTION MF£TING SHALL BE HEUJ AT THE SITE PR/08 TO THE
BEGINNING OF WORK AND SHALL BE A UFNDED BY All RFPRFSFNTA TIVFS
RESPONS/Bl£ FOR CONSTRUCTTON. INSPEC710N. SUPERVISION, TES71NC AND ALL
OlHER ASPECTS OF THE ll!'.IRA'. THE CONTRACTOR SHALL RE(}IJEST A
PRECONSTRUCTTON MEETTNG BY CALLING THE INSPECTTON LINE AT {760) 4.JIJ-3891
AT LEAST FIVE (5) WORKING DA Y.S' PRIOR TO STARl/NC CONSTRUCTION. THE CONTRACTOR
ltlLL THEN 8£ CONTACTED BT THE PROJECT INSPECTOR TO COORDINATE A DA TE AND
TIME FOR THE PRECONSTRUCl/ON MEETTNC. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TD SCHEDULING. THE GRADING PERMIT l+lll BE PROVIDED BY THE PROJECT
INSPECTOR A T THE MEETTNC.
15. ALL INSPEC710N REQUESTS OTHER THAN FOR PRECONSTRUC710N MEET/NC l+ILL BE !/J~ BY CAII/Nr. THF FNCIN!TRt'iE. 24 HQ/JR INSPECTION REQUF5T /INF AT
__ ~ 4J8-J891. INSPEC710N REQUESTS MUST BE RECEIVED PRIOR TD 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTTON IS NEEDED. INSPEC710NS l+ILL 8£ MADE
THE NEXT WORK DAY UNLESS YOU RE()IJEST OTHERl+ISE. REQ/JESTS MADE AFTER
2: 00 P.M. 1+11.l BE SCHEDULED FOR TIit) FULL WORK DA I'S LA T£R.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN. CONSTRUCT AND MAINTAIN All SAFETY DEVICES, INCLUDING
SHOR/NC. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NC TD ALL LOCAL,
STA "TE AND FEDERAL SAFETY AND HEAL TH STANDARDS. LA l+S AND REGULA 7/0NS.
17. THE CONTRACTOR SHALL CONFORM TD LABOR CODE SEC710N 6705 BY SUBUlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOl+INC
THE DESIGN OF SHORING. BRACING SLOP/NC OR OTHER PROVISIONS TD BE MADE
OF 'MJRKER PROTEC 7/0N FROM THE HAZARD OF CA 'ANG GROUND DURING THE
EXCA VA llON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE JNSTALLA TION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES Fll-f" FEET (5') OR
MORE IN DEPTH AND APPROVED er THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCA VA llON. IF THE PLAN VARIES FROI,{ THE SHORING S'YSTEM
STANDARDS ESTABLISHED BY THE CONSTRUC710N ... SAFETY ORDERS, TITZE 8
CALIFORNIA ADMIN!STRA 71 VE COD£ THE Pl.AN SHALL BE PREPARED BY A
REG/STERm ENGIN[[Fi AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST 8£ SUBMITTED TD THE INSPECTOR PRIOR TO EXCA VA llON.
18. NO BLASl/NC SHALL BE PERFORMED UNlll A VALIO BLASTTNC PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA llON FOR BLASTING
PERMIT 1'£l.l IN ADVANCE OF THE SCHEDULING OF BlAS71NC OPERA 7/0NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOl-f"RED l+ITHIN ANY WORI( AREA
DURING CONSTRUCl/ON, OPERA llONS l+ILL CEASE IMMEDIATELY. AND THE
PERMITTtE l+ILL NOTTFY THE CITY ENGINEER. OPERA 7/0NS l+ILL NOT RESTART
/JN7ll THE PERMIT"TEE HAS RECEIVED WRIT7EN AUTHORITY FROM THE CITY
ENGINEER TO DO sa
2a ALL OPERA 7/0NS CONDUCTED ON THE SITE OR ADJACENT THERETO, !Na.UDING
WARM/NC /JP, REPAIR, ARRIVAL. DEPARTURE OR OPERA 7/0N OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTTON EQUIPMENT AND ANY OTHER ASSOC/A TEO
GRADING EQUIPMENT SHALL BE LIMITED TD THE PERIOD BETWEEN 7.·00 A.II. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERA 7/0NS SHALL BE CONDUCTED ON W££KENDS OR HOL/DA XS: (A LIST OF CITY
HOLIDA Y.S' JS AVA!lABLE AT THE ENC/NEERING DEPARTMENT COLIN"TER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBM/TTtD BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TIit/ FULL WORKING DA Y.S' PRIOR TD BEGINNING OF
Jim/(.
22. IMPORT MA "!ER/Al SHALL 8£ OBTAINED FROM, AND WASTE MA "!ER/Al SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. Tl-IE CONTRACTOR
SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA llON.
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TD 8£ GRADED. NO TREES ARE
TD BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TD DRAIN. GRAD/NC RESUL llNG IN THE PONDING OF
WATER JS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOP£
CONTRACTOR"S NOTE
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROl/£0 SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPRO'IED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. All SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SEC710N. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY COND/llON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROI/ED OF BY THE CITY ENC/NEER.
27. All SI.OPES SHALL BE /RR/CA TED, STABILIZED, PLANTED AND/OR H"l'DROS££DED
'MTHIN /'EN (10) DA Y.S' OF THE TIME 'M-IEN EACH SLOPE IS BROUGHT TD GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON All SLOPES AND PADS AS R£(JIJ/RED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PRO.£CT, ORA WING NO. AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
29. THE Ol+NER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS l+ITH THAT SHOWN ON BOTH THE LANDSCAPE
AND /RR/CA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE l+ITH THE LANDSCAPE MANUAL llME REQUIREMENTS.
Ja STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1.35a FOR PR/VA TE STORM DRAIN PIPES. UP TO 15" PVC MAY 8£
UllLIZED PROVIDED DEPTH JS LESS THAN 15 FEET AND 8ACKF/1LED WITH J/4"
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SDR J5 SOLID WALL PIP£
JI. 'M-IERE AN EX/SllNG PIPE LINE IS TD BE ABANDONED AS A RESULT OF THE
GRAD/NC OPERA 7/DN, IT SHALL BE REMOl-f"D 1+1711/N TWENTY FEET OF BUILD/NC
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROl-f"D BY
THE CITY ENGINEER.
J2. THE CONTRACTOR SHALL 1-f"RIFY THE LOCA710N OF All EXIS71NG FACILITIES
(ABOVE GROUND AND UNDER GROUND) l+ITHIN TH£ PROJECT SITE SUfflCIENTl. Y
AHEAD OF GRAD/NC TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE ACTUAL LOCA 7/0NS ARE IN CONA.ICT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL N071FY AFFECTED U71LITY COMPANIES {SEE BELOW) AT
LEAST 2 FULL WORKING DA Y.S' PRIOR TD STAR71NG GRADING NEAR THEIR
FACILITTES AND SHALL COORDINA Tr THE WORK 'MTII A COMPANY REPRESENTA llVE.
UNDERGROUND SER'ACE ALERT (800)422-4/JJ
SDC&E (800)660-7343
PACIFIC BELL (800)892-0123
ADELPHIA CABLE COMMUN/CA 7/0NS (!6/J)4.JIJ-7741
COX COMMUN/CA llONS (760)806-9809
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)4J4-2980
'CITY OF CARLSBAD{SEWER.WATER ,t RECLAIMED WATER) {760)4-JB-2722
• SAN DIECUITO WATER DISTRICT (760)633-2650
• LEUCADIA COUNTY WATER DISTRICT {760)753-0155
• VALLECITOS WATER DISTRICT (760)744-04/JO
• OL/VENHAIN WATER DISTRICT (76d)75J-64/J6
• BUENA SAN/TA llON DISTRICT (760)726-1340
'AS APPROPRIA TE
J4. PERMIT COMPLIANCE REQUIREMENTS.·
A. FOR CONTROLLED GRAD/NC-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO C/1-f" TECHNICAL ADVICE,
OBSERl-f" AND CONTROL THE WORK IN PROGRESS [15.15.120A8}
CARLSBAD M/JNICIPAL CODE.
B. PRIOR TD FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOl+INC
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 'AA THE
PROJECT INSPECTOR [15.16.120A10/ CARLSBAD M/JNICIPAL CODE:
(1) FINAL REPORT BY SIJPERVISING GRAD/NC ENGINEER STA 7/NG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING
AND !RR/CA 7/0N ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROvED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUil T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER. 'M-1/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TD
THE EXPANSll-f" ()IJALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY "TESTS. THE REPORT SHALL ALSO
INCLUDE A STA "TEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE l+ITH THE REQUIREMENTS AND
RECOMMENDA 7/0NS 0/JTl.lNED IN THE PREl.lMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETa
{4) REPORT 'MTH AS-BUILT GEOLOGIC PLAN. IF REQUIRED BY THE
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED l+ITHIN ONE (1)
rEAR AFTER THE CITY ENCJNEER's APPROVAL, THESE PLANS MA Y BE REQ/JIRED
TO BE RESUBMITTtD FOR PLANCHECK. PLANCHECK FEES l+ILL BE RE()IJ/RED FOR
ANY SUCH RECHECK.
J6. THE SOILS REPORT 7/Tl.ED PRELIMINARY GEOTHECNICAL INVESTTGA llON. SEA VIEW
OfflCE VILLAGE, CARLSBAD VILLAGE DR/~ IN THE CITY OF CARLSBAD, CALIFORNIA.
PREPARED BY: PAC/RC SOILS ENC/NEERING. INC. DA TED: AUGUST d 2005
ALL GRADING SHALL BE DONE IN ACCORDANCE ltlTH THE RECOMMENOA 7/0NS
SPEC/RCA llONS CONTAIN[]) IN SAID SOILS REPORT.
LEGAL DESCRIPTION
PtR710N OF Tl/ACT 119 OF CARLSBAD LANDS, IN THE CITY OF CARLSBAD, COIJNTY
OF SAN DIEGO. STA TE OF CALIFORNIA, ACCO/lDING TO MAP THEREOF NO. 1661, FILED
IN 711£ OFFICE OF THE COIJNTY RECORDER OF SAN DIEGO COUNTY. MARCH I, 1915.
SOILS ENG!Nrcrrs CERTlFICATE
I, JEFFREY A. CHANEY , A REGISTERED CEOTECHNICAL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN THE REl.D OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THA T A
SAMPLING AND ST/JOY OF THF SOIL COND/7/0NS PREVALENT l+ITHIN THIS
Sl"TE WAS MADE BY ME OR UNDER MY DIREC71DN, BETWEEN THE DA"TES
OF APRIL 15. 2004 AND AUGUST~ 2005.
TKQ COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDA llO!JS'jHAS BE{_N SUBMITTtD TO THE OfflCE OF THE CITY
ENC/NEER. ~I/( , \ I
SIGNED: , , -\ ~ ., ---.__
/,_,'E;Y A. 'fiiANEY ~
R.G.E. Na: _2_:J_/4 ___________ _
DA TE.· 1{;'2 ~ { {-
LICENSE EXP/RA llON DA TE.· 6-J0-07
llvFOAl ANT NOTU::
Construction contractor agrees that in accordance with generally accepted construction
practices, construction contractor will be required to assume sole and complete responsibility for
jab site conditions during the course of construction of the project. including safety of all persons
and property, that this requirement shall be mode to apply continuously and not be limited to ~~rgt9l~~rJs..lfW:~m:mr~, and construction contractor further agrees to defend, indemnify and hold
City oT cC'rt'SDcia''n'Orml-ess from any and all liability, real or alleged, in connection with the
performance of work on this project, excepting liability arising from the sole negligence of City of
Section 4216 of the Government
Code requires tnot a Dig Alert Identification
Number be issued before a
"Permit to Excavate" will be valid.
Far your Dig Alert 1.0. Number Call
Underground Service Alert
ENGINEEFi"S NOTE
UNAUTHORIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for. or liable for. unauthorized
changes to or uses of these plans. All changes to the plans must be
in writing and must be approved by the preparer of these plans.
TCX..L FREE 1-800-422-4133
CELSOC
Consulting Engineers &
Land Surveyors of California
SPECIAL NOTES
THE FOLLOl+INC NOTES ARE PROVIDED TO C/1-f" DIRECTTONS TD THE CONTRACTOR
BY THE ENGINEER OF WORK. THE CITY ENC/NEER's SICNA TUR£ ON THESE PLANS
DOES NOT CONS71TIJTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY ltlLL
NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT.
I. NEITHER THE OWNER NOR THE ENGINEER OF WORK l+lll ENFORCE SAFETY MEASURES
OR REGULA 7/0NS. THE CONTRACTOR SHALL DESJGN, CONSTRUCT AND MAINTAIN All
SAFETY DEVICES, JNa.UOING SHORING, AND SHALL BE SOLEL Y RESPONSIBLE FOR
CONFORM/NC TD ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS,
LA l+S AND REGULA llONS.
2. LOCA 7/0N AND El.EVA 7/0N OF IMPROI/EMENTS TO BE MET BY WORK TO BE DONE SHALL
BE CONFIRMED BY f1El.D MEASUREMENTS PRIOR TD CONSTRUCTION OF NEW WORK.
J. BEFORE EXCA VA llNG FOR THIS CONTRACT, VERIFY LOCA 7/0N OF UNDERGROUND U71LIT1£S.
THE EXISTENCE AND LOCA llON OF ANY UNDERGROUND U71LITY PIPES OR STRUCTURES
SHOl+N ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY
NOT REFLECT All EXISTTNG UllLlllES. LOCA llONS OF All EXISTING U71l/71ES SHALL BE
CONRRMED BY R£l.D MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF JKIRK.
4. CONTRACTOR IS REQUIRED TO TAKE PRECAU710NARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN HEREON ANO ANY OTHER EXIS71NC LINES NOT OF RECORD OR SHOl+N
ON THESE PLANS.
5. 'M-IERE TRENCHES ARE ADJACENT TO FUTURE BUILD/NC SITF"S, SOILS REPORTS SHALL BE
SUBMITTtD TO THE DIG/NEER OF WORK BY A QUALIFIED SOILS ENGINEER 1+1-1/CH CER71F'I'
THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN
ACCORDANCE l+ITH THE ON-SITE EARTHWORK SPECIF/CA llONS.
" AS DfflNED IN AND LIU/TEO IN SEC710N 6735.5 OF THE BUSINESS AND
PROFESSIONAL CODE OF CALIFORNIA.
6. SAFETY FENCES SHALL 8£ PRO VIDEO BY THE CONTRACTOR WHERE REQUIRED 8 Y THE
CITY ENGINEER.
7. DURING AClll-f" CONSTRUCTTON, AREAS SHALL 8£ WATERED TD REDUCE FUG/711-f" DUST.
8. CONTRACTOR TD ADJUST ALL PROPOSED AND EX/SllNG FAC/LlllES TO GRAD£
9. CONTRACTOR TD REMOVE/REPLACE~ELOCA TE ALL EX!SllNC
FACILITIES REQIJIRED TO INSTALL PROPOSED IMPROl-f"MENTS.
la CONTRACTOR TO REMOl-f"/REPLACEji?El.OCA TE ANY LANDSCAPING/HARDSCAPING 'M-1/CH
CONFLICTS IN ANY WAY l+ITH THE INSTALLA 7/0N OR PROPER FUNCTIONING OF THE
PROPOSED IMPROvEMENTS.
II. ALL PROPOSED STORM DRAIN FACILITTES ARE PR/VA TE UNLESS OTHERWISE: NOTED.
12. REFER TD ARCHITECT'S PLAN FOR HARDSCAPE LA 'fOUT ,t SPECIACA 7/0NS.
1J. FOR LANDSCAPE AND IRR/CA 7/0N IMPROl-f"MENTS SEE DWG ND. 443-L.
14. THE CONTRACTOR SH.~LL BE RESPONSIBLE FOR '.£.R/F'f/NC THE QIJANT/!!ES SHOWN HEREON
AND BALANCING THE EARTHWORK ONSITE. IF DISCREPANCIES ARISE, THE ENGINEER OF WORK
SHALL PROVIDE AREAS OF ADJl/STMENT TO THE CONTRACTOR. WHERE TRENCHES ARE ltlTH/N
EASEMENTS, STREETS. OR 10" OF ANY ANY BUILDING, SOILS REPORT SHALL BE SUBMITTED TO
THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH IND/CA TES THAT THE
TRENCH BACKRLL WAS COMPACTED UNDER THE OBSERVA710N OF THE SOILS ENGINEER AND
IN ACCORDANCE WITH THE EARTHWORK SPECIF/CA 7/0NS.
15. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT All SLOPES ARE BUILT IN
ACCORDANCE l+ITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR
F/El.D STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETA llON BEFORE DOING ANY
WORK BY CAWNC THE ENGINEER AT (858}695-JJ44.
16. THE CONTRACTOR SHALL UNCOVER ALL UTlllTIES THAT MA YB£ JOINED. CROSSED. OR
PARALLEl. TO VERIFY BOTH HORIZONTAL AND 'IER71CAL LOCA llONS PRIOR TD ANY
CONSTRUCTTON. ANY CONA.ICT OR DISCREPANCY SHALL BE BROUGHT TD THE ENCINEER's
A T7EN710N PRIOR TO CONSTRUCTTON. OTHERl+ISE THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY ADD/llONAL CONSTRUC710N OR RELOCA llON COSTS.
17. THF CONTRACTOR SHALL 8£ RESPONSIBLE FOR LOCA llNC, MAINTAIN/NC. RELOCA 7/NG. AND OR
REMOVAL OF EXISTING UT1Ll71£S.
18. THE CONTRACTOR SHALL REPLACE All DESTROrED OR DAMAGED SURFACE IMPROVEMENT 1+1711
IMPRO'IEMENT EQUAL OR SUPERIOR.
'DECLARATION OF RESPONSl□LE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA If' EXERCISED RESPONSIBLE CHARGE 01-f"R THE DESIGN OF THE PROJECT AS DEFINED
IN SECl/ON 6703 OF THE BUSINESS AND PROFESSIONS COD£, AND THAT THE DESIGN IS
CONSISTENT 1+1711 CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRA l+INGS AND SPEC/RCA llONS BY THE
CITY OF CARLSBAD DOES NOT REl./£1-f" ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: PARTNERS PLANNING AND ENGINEER/NC
ADDRESS: _1_5_9J_8_B_'EJ_'RN._,t_R_'D_O_CEN_TER __ D_R. __
SAN DIEGO. CA 92127 CITY, STATE:---~------
"TELEPHONE· (858)376-J444
1;' ,I / " . ;.,,L .. .,,.,. C 4 ,. .... BY:--.-c-------------
BRENT C. MOORE
tr!?., It'/
R.C.£ NO.: 59121 REG/STRA 7/0N EXP/RA llON DA TE.· 6-J0-07
PROJECT LOCATION
i~f£5S/o
~ oz< ~
~
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sT-
Project site.
\
~
PACIFIC '\
OCEAN "~
VICINITY MAP
DRAINAGE NOTE NOT TO SCALE
THE LOT DRAINAGE SHALL BE COLLECTED AT VARIO/JS LOCATIONS BY
CA TCH BASINS AND CONl-f"rED VIA PIPE UNDERGROUND FOR
DIRECT CONNEC710N TD THE EX!SllNG SY.STEM. PR/VA TE STDRM DRAIN
INLETS SHALL BE RTTED l#TH APPROvED POLLUTANT RUN-OFF CONTROL
DE'ACES. THE DE'ACES SHALL BE FOSSIL RL TERS. CRASS SWALES SHALL
BE UTILIZED AS SHOWN ON THESE PLANS
BASIS OF BEARlt~3S
THE BASIS OF BEARINGS FOR THIS SURlf'Y IS THE CENTERLINE OF H/CHLANI) DRIVE.
AS DEPICTED ON PARCEL MAP NO. 9739, I.£ NJ3"59"5l"W.
BENCH MARK
DESCR/Pl/ON: BRASS DISK MARKED 'ZS 6215"
LOCATION: NORTH SIDE CURB CARLSBAD VILLAGE DR/1-f" 0. I MILES lff'ST OF
HIGHLAND DRIVE AND Ill FT. I/EST OF THE EAST EXIT TO
CITY LIBRARY.
[l[VA TJON: 129 . .16" MS/.. 1929 DA TUM: a.SB-122
REFERENCE DRAWINGS
SOURCE OF TOPOGRAPHY
BY AERIAL PHOTOGRAPHY PER MORENO AERIAL
PHOTO Sl/RVEY OA TED MAY 1J. 1992.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 7/0NAL MAP ACCURACY
STANDARDS.
SHEET INDEX
SHEET I
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
COl-f"R SHEET
DETAILS SHEET
G/IADINC ,t DRAINAGE PLAN
HORIZONTAL CONTROL PLAN
PR/VA TE SEM"R AND WATER PLAN
EROSION CONTROi. PLAN
EROSION CONTROi. NOTES ,t DETAILS SHEET
EARTHWORK QUANTITIES
CUT (TO FINISH SURFACE): 5,J/0 CY
F/1.1 (TO FINISH SURFACE): 5,940 CY
UNDERCUTS: 2,860 CY
EXPORt 2,2JOCY
NO TE I. ACCESS AISLES DESIGNED MTH TRAFFIC INDEX OF 5. 0 TD CITY STANDARDS.
NOTE.· QUANTITIES SHOWN HEREON ARE EST/MA TES FOR PERM/T1/NG PURPOSES ONLY AND
ARE NOT TO BE USED FOR FINAL CONTRACTOR PAY QlJANllllES.
OWNCil"S CERTIFICATE
I (WE) HEREBY CERTTFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR l+ILL BE RETAINED TO SUPER'ASE 01-f"R-ALL
GRADING AC71'ATY AND ADVISE ON THE COMPACTTON AND STABILITY OF
THIS SITE. _,, .
/-#~!.'~~-///z, "L., ... s
NAME DATE THIS PROJECT IS LOCATED 'MTHIN ASSESSORS PARCEi. NUMBER
156-190-5J-00. /56-190-54-00
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
31o2 -/"<:S *~!Zd~{~~
15938 Bernardo Center Dr.
San Diego, CA. 9 212 7
OWNE[i/DEY:ELOPER
CARLSBAD MEDICAL VILLAGE, L.P.
9225 DOllf!Y ORI~ SIJITE 106
SAN DIEGO, CA 92126-6J64 WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUC710N OF All CIJTS AND FILLS,
REMEDIAL GRADING. DRAINAGE FACILITIES, EROSION CONTROL FACILl71£S, AND
PLAN71NG OF PERMANENT LANDSCAPING AND PREPARA 7/0N OF AS-BUil T GRAD/NC PLANS,
AS-BUil T GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIF/CA llONS, REQUIREMENTS, RJJi.flllf'°llJim
AND ORDINANCES CITED ON THESE PLANS. •
THE GRAD/NC WORK SHALL BE PERFORMED IN ACCORDANCE l+ITH THE FO/..LOl+INC
DOCUMENTS, CURRENT AT THE 7/ME OF CONSTRUC71DN, AS DIRECTED BY THE CITY
ENGINEER.
I. CARLSBAD MUNICIPAL COD£
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS.
4. CITY OF CARLSBAD PC/CC RESO/Jl llON No{S}. 6114 DA TEO 6/07/2006
Ph. (858) 376-3444 TEL. NO. {858) 271-4520
Fax: (858) 376-3555
LEGEND
DESCRIPTION
1lIM
PRO.£CT BOUNDARY
DUSTING SPOT El.EVA 7/0NS
EXISTING CONTOUR ·
EXISTING TREES · · · -
EXISTING GAS MAIN ....
EXISTING SANITARY SEWER&: MANHDLE
EXISTING WA TER . . . . . . . . .
EXISTTNG WATER . . .
EXISTING FIRE HYDRANT ASSEMBLY
EXISTING SrrH/M DRAIN ..... .
EXISTING STORM DRAIN STRUCTURE
EXISTING STREET LIGHT .
EXISTING CURB &: CIJTlER
PROPOSED CONTOUR . . .
DA 'ti.IC/IT LIU/TS. . . . . .
PROPOSED. 8IJILDING FOOTPRINT . . . . .
PROPOSED FINISH FLOOR ELEVA TION .
PROPOSED TOP OF CURB ELEVA llON .
PROPOSED PAVEMENT El.EVA l/ON .
PROPOSED TOP OF WALL £/.EVA 7/0N .
PROPOSED FLOM.INE ELEVA llON
PROPOSED FINISHED GRADE El.EVA llON . .
PROPOSED TOP OF GRATE. . . .
PROPOSED CURB &: GUTTER . .
PROPOSED CURB . . .
PROPOSED RIBBON GUTTER .
PROPOSED PARKING STALLS.
PROPOSED RETAINING WALL ,
PROPOSED 6• PVC SEVrm {SWR) . . . . . . . . .
DWG.NO.
STANDARD Dr,<;.
... G-2
. ... G-1 ..
. DETAIL SHEET 2
.PER SEPARA "TE PERMiT-·
SYMBOL
Sn,IBOL
-~ ---+---~f+--
_J L.._ __
FF-150.00
150.00TC
150.00P
150.00!W
150.00FL
150.00FG
150.00TG
I I I I I I
PROPOSED SEWER c:a · · · · · · · · · o---
PROPOSED 5• STORM DRAIN {S.D,). . ·D-60 -------
PROPOSED PVT. 18" STORM DRAIN. . . . . . . . . 0-60-. . . ==='= ---------PROPOSED PVT. STORM DRAIN {SIZE PER PLAN) D-60-. . . ==-=----_-__ -,:::..===
PROPOSED PVT. AREA DRAIN . . . . @-------
PROPOSED STORM DRAIN a.EAN our .................... ·----o----
PROPOSED PVT. T'IP£ '.4-4' C.D. D-7; D-9, D-11 . ----@----
PROPOSED PVT. T'IPE '.4-5' C.D. -0-7, 0-9, D-11 . -----@---
PROPOSED PVT. T'IPE "8" CURB INLET ..... -D-1-, D-11, 0-12
PROPOSED PVT. T'IPE '.4" CURB OIJ7lET . . . . , , RSD-D25 · · · · · ·
(PER STREET IMPROl-f"MENTS)
.... D-75 ..
PROPOSED PVT. 12•x12• BROOJ(S BOX (BB) . . .
PROPOSED CONC. BROW DITCH (TYPE B)
PROPOSED GRASS-LINED SWALE . .. SEE. D£TA!l. SHT. .2 ....
. SIZE PERPLAN . PROPOSED PVT. PVC WATER {WIR) ...
PROPOSED FIRE H'tDRANT. ASSY. . . . . . . . . . . . . . . . .
PROPOSED PVT. FOC (FIRE DEPT. CONNECTION).
PROPOSED BACKA.OW PREVENTER ..
=>
⇒
®
o::J
lil
=> => =>
⇒ ⇒ ⇒
() 0 f
PROPOSED CATF" VALi£ ............... . ----®1------
PVMT. SECTTON {LIGHT): STALLS 71=5.0 {MIN 4• AC 01-f"R 6" CLASS 2 AB)
PVMT. SECTTON (HEAVY): AISLES 71=6.0 (MIN 4" AC O'IER 6" a.ASS 2 _AB}_ ..
PARKING STRIPE/HANDICAP .......... SEE DETAIL ............ .
CONCRETE SIDEWALK . . . . . . SEE: ARCHITECTURAL -PLANS . . . . . . , ..
CONCRE"TE ENCI.OSU!tE. .... (MIN 7.5" P.C.C. 01/FJ? 6" Cl.ASS 2 AB) ...... .
1 · I
-1\i\\:!:UU:\L;J
I l[B]~CEJ :
QTY.
350 lF
1565 lF
4()(} lF
118 EA
1950 SF
700 lF
15 EA
1,13 lF
1iCLF
JOO lF
14 EA
6 EA
I EA
2 EA
I EA
1 EA
2 EA
450 lF
460 lF
1150 lF
I EA
5 EA
1 EA
1 EA
2-IN1 SF
1JT70 SF
5£A
9100 SF
614 SF
. REQU/l<EO TRtATMENT CONTP0l Bkf.':, TABLE
7Yl"E OESCl<IPW: """'"'l'~ "'"""'1SH€E T ,-VO.
. ---·
AQREEM~;,T
OcTEJJ110NI/SETTi.lNG TC-2:.2 t:;KT6wJE( PVT CC&'R. -3
1----------F"~~-•-~7"/::-A· 1,3;,.S!.t .
810 Fti.TICAT!Ofl TC -30 VeGS-TATW PVT . cc"' R. I 3 Sl<IA!..E t----------+--~-----1----+-------➔
TC -so /</ATE!/( PVT cc <Y ~ I -3
G,JAL'TY JNLET FOSSIL. Fil 'TER.
M 4/tJ rEN .,A!ir r
ffleel/JEJ./;;Y
AS NEEl>l.-?
,PER
/.1AJ/t1PJJ.C nl!?c "i
P~NING,1DEPARTMENT AP PROV AL "AS BUil T"
~ 2 !tu, DATE:/ P/<'7
(SIGIIED)
C,,,,v NIEU rG DIRr~TOE
(%-~-'k~~ ~. DATE:/ /1!fill)7
KECOlllicXI.t:t BY: -J'Afl·l' r1ce::
(PKINT NAIil!)
EXP. DATE
REVIEWED BY:
-z._,,.,. '. ~ /.,.., -
INSPECTOR
5. THE STANDARD SPECIF/CA 7/0NS FOR PUBLIC WORKS CONSTRUC710N {GREEN BOOK)
6. SOILS REPORT AND RECDMMENDA TIONS BY PACIFIC SOILS ENGINEERING INCORPORATED
DA TED APRIL 14, 2004 AND UPDATE LETlERS DA TEO AUGUST 0: 2005, AND OCTOBER 10. 2006.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
l---+---+-------------,f----t--+--+-----1 I SH1EET I CITY OF CARLSBAD I SHE7ETS I
::==:::::..:::::=::E:::NG:::l:::NE:::E:::R::IN:::G:::::::DE::::P::::A::::R:::lM::::E::::N:::T==~==~
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION 0£1-f"LOPMENT PERMIT CONDITIONS DA TED N/A
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO N/A
Ta STORM WATER POLLU710N PREVEN710N PLAN (Sl+l>PP) PREPARED BY PARTNERS PLANNING ,t ENC/NEERING
DA TEO 10/05/06 WIJID NO. 937CJJ58la
11. STORM WATER MANAGEMENT PLAN {SWMP) PREPARED BY PARTNERS PLANNING ,t ENGINEER/NC
DA TED 9/06/06
12. THE CALIFORNIA STORM WATER QUALITY ASSOC/A llON (CASQUA). OF STORM WATER BEST MANACMENT
PRACTICE. CONSTRUC710N HANDBOOK AND STA"TE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUC710N
Sl"TE BEST MANAGEMENT PRACTICE (BMP) MANUAL
1-----1--+-----------------11----+--+---+---1 GRADING & EROSION CONTROL PLANS FOR:
DA 1E INITIAL DATE INlllAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAD MEDICAL VILLAGE
COVERSHECT
APP~O)i.ED ~ Elf!~~~-~-HAMMANN_/ 6 J. J> Y . .V .. .I ~~ '"• , r•-~• lf_c. r i'
CITY ENGINEER PE 33069 EXPIRES 06130 IOB DATE
DWN BY: £CT I PROJECT NO. I DRAWING NO. ~~~8 ~~: t, . CT05-19 _ 443-4A
"
SECTION OF 12" METAUIC, ASBESTOS
CEMENT OR PlASTlC PIP.
TOP OF PAVEMENT
rs·
12·
12' CAST IRON CATE CAP
12·
THREAOEO UO
560-C-3250
CONCRETE --,--···~-----
BACKFILL TO TOP OF 1 /8 BENO
MTH 1• MAXIMI.IM AGGREGATE:
1---p~PfPE ' ::::,,:::,;JP:,C-: :•. ,;:: ::c:~:7: ..
l
STD. 1/8 B£NO
a.oSE END WITH a.Ar
CAP ,It GROUT IN PLACE
1 OR US£ MECHANICAL JOINT PLUG
STANDARD Im" BRANC
IIANHO/£
FUJ-GARD'"
INSERT
c.:-ITCH
BASIN
lYPE B
STORM DRAIN CLEANOUT
• '•.
NO SCALE
HANOL£S
GIJTW?
/Ol+t..lNE
CIJRB OPENING
13 5 fll•
I! I,,.
GATE CAP
{Heavy Duty)
"' _l
5•
.fl
SIDE VIEW
8-INLET W/ F-OPENING
NOT TO SCALE
0 20
GRAPHICAL SCALf
GIJJTER
(SFI NOlF 6} "-.._,,-i-t,/r FLO't11..INE
FILTER BODY
FIL T£R BASKET
FOSSJL ROCK Fil. lER
UEJ)/{JM POUCH
fl(}-GA/?I)
FILTER BODY
,: ~"'~ ~) !I;¢, 1"" V F6SSIL FILTER
FLO-GARD
SUPPLEMENTAL INSERT
CURB OPENING INLET GIIASS-Ull£l} SWALE MIER£ -l /NOICAlfl) fW PU.N O 1.0:Jl SI.OPE
SIDE VIEW
SCALE: NONE
NOTES=
FILTER
BOOY
\c---tl' ., •··
J/11" X J'
ANCHOR BOLT
(J PER SECTION)
ANCHOR DETAIL
1. FLO-GARO" Fll.TER 8(}f)Y SHALL BE MANUFACTURED FROM PElROl£UII HES/STAN,
FIB£RGUSS 'Ml/CH MEETS OR EXCEEDS PS 15-69.
2. ALL METAL COMPONENTS SHALL 8£ STAIN/£SS SlEEL (TYPE JfN.).
l REMOVABLE F/LlFR BASKET SHAU BE CONSTRIJCTEI) Ff/0/,/ 0/JRABlE POL'tPROPYLENE
11!1~ MONOF/LA/IENT G£0iEXl71£
4. fL(H;AR/J™F/LTER BODY SHALL BE SECURED TD CATCH BASIN WALL WITH EXPANSION
ANCHOR 80/. TS ANO WASHER (Sf£ DETA!l}
5. fl(}-GARfJ™ INS£1/TS ARE AVA/lABLE IN 24' OR JO" LENGTH SECTIONS ANO IIAY BE
INSTA/l_fO IN VARIOUS COIIBINA//ONS ([Nf) TD END) TO RT MOST CATCH BASIS Wfl)7HS.
6. Fil TER BASKIT MAY BE REUOVW THROUGH CURB OPENING FOR EASE OF MAINTENANCE.
Z Fil. T£R MEO/UM SHAU BE FOSSIL ROCK , IN [JfSf'OSABLE POUCHES, INSTALLEO AND
MAINTAINEJJ IN ACCOI/OANCE 111TH MANUFACTURER RECOUMENDATJONS.
RN/SH All
EXPOS£1J SI.IRFACE
aJRB-----,
J6• OPENING
NOT TD SCA/.£
RN/SH All
EXPOS£1J SIJRFAC£ (TYP)
VA/11[S
4'JIIN
GRASS-LINED SWALE
NOT Tl) SCALE
STANDARD FEA WRES·
l
I. FILTER Fl?AME SHAU BE MADE OF H.O.P.E. NON-REACTIVE HIGH DENSITY POI. 'IETH'll.ENE
PLASTIC W/ I.!. V. INHIBITORS 111TH AN AVERAGE 111/CKNFSS OF a 1562.
BOTTOM .t SID£ PlA TfS TD BE 20 CA. STAINLESS STEE'~ TYPE .JO,f. ( IDAMPK '"
2. TH£ EXTFRIOR CAGE OF 7H£ CARTRIDGES SHAU BE MAD£ OF STif/Nl£SS STEEL HOPE PIPE
TYPE JO-I, HA WvG 0.06J GAUGE IIHOED 1• SO/JARE OPENINGS. MO/JNTING 801.TS
l Fll.TER IIEl)JA CARTRIDGES AR£ EAS!LY REMOVED fROII /JN/15 FOR EASY
MAINTENANCE.
4. FllTER DESIGN REWIRES STORM EVENTS ro 8£ FILTERED THROIJCH 1,(£])/A PAK.
THIS PREVENTS FLOW fl/OM B'tPASS/Ns MEOIA PAK. 'Ml/CH Fil TERS our
H'/VROCARBONS AND OTHER PO/.UJTANTS.
5. 1)/SPOSABI.F CARlR![)GF MFDIA PAK'S ARE CONSTRUCTED FROII DUIIABlf G£()-
ll:XTILE POI. YPROPl'lENE FABRIC.
6. IIEO/A IS NON-HAZARDOUS. PER £PA ANO OSHA STANDARDS.
Z PLEAS£ REFER ro MANUFACTURE's 1/ECOIIMENDA TIONS FOR AN APPR0'£0
IIAINTENANCC Pf/OCRA!.l
RDIDVABlE lVP FOR
1,/£1)/A PAK ACCESS
~
KEY MAP
S/D£WAlK IJNl)£Rf)RAIN
PER RSO 0-25
DRAIN TO STREET
IIEUOVABlE
11£0/A PAK
IX><,.;,.t+---REIJOVABLE
AIEJJIA PAK
ic<:><:x:i '--STAINJ.ESS SlEEL
HOUSING
EJ{I) w:w
A-5 C.O
PER STD DIIG. ()-9
II(){). TYPE ~-5' c.a
(X=5:· Y=5J
c
' l "<:..::_-· {
NOT ro SCALE
' ·J-1·
-, ........ L--,-t:
-
l
r: ~ J''~5. • 1
·., 1.5'-----..i /.5•
BASE UA TERIAL
PER sal.S REPORT
RIBBON GU I I ER DETAIL
NO SCA!£
NO. 1212 TOP SECTION
OR EXlFNS/ON
W/0 K.O. Na 1212 STEEL PARKWAY OR TRAFFIC
GRATE UAX. 1/2" SPACING
NO. 1212 LO'IBI SECllON W/ GAl V. FRAME:
NO. 1212 lOWER SECTION
W/0 GAL V. FRAME:
WT JJ/ PARKWAY
WT 60/ TRAF.
NO. 1212 srm PARKWAY OR TRAmc
SOil/J COVER
WT 51/ PARKWAY .
WT 70/ TRAF. -,,.__
Na 1212 TOP SECTION
SECTION HT. LBS.
1818 T6 6" 230
1818 n2 12· 460
Na 1212 LOWER
SECTION HT.
1818 l/8 18'
1818 l24 24•
LBS.
612
852
AVA/LAB/£
W/0 K.O
W/1:1 K.a
AVAILABLE
W/2 10";,14 K.O
W/2 10'xl4 K. 0.
12 X 12 BROOKS BOX DETAIL
NOT TO SCALE
6• A TR/UM GRATE
NDS BO OR APPROV.-~
EQUIVALENT
NOT[: USf FlAT BRASS GRATE FOR LAilfll
AREAS .t HARDSCAP£ CONTTIACTOR
INLET EL£VA710N (FC)
PER PLAN
SHALL SUBMIT FVR APPROVAL UJ%
PRIOR TO INSTALLATION. -----===---..../!! 1.0%
ADJUST ALL INLETS TO FINAL
GRADED GRADES.
STANDARD PVC
~BRANCH
/Nlf:RT ELEVATION (If)
PER PLAN
,__ __ 6 • 0/AM.
RISER PIPf
\_PVC PIP£
(SIZE PER PLAN)
AREA DRAIN DETAIL
--:7"'----J--48" CUP IJE!ENTION PIP£
NOT TO SCA!£
NOTE=
All BROOKS BOXES ,It AREA DRAIN SHALL BE SET
ANO AOJI./SlEIJ TO CHAOE AFlER RNAl CHAD/NG
ANO HAROSCAPE HAS BEEN COMPL£ll1).
1------,,L----UOJJ. T'tPE ~-5' ,:: a
(X=5:· Y=5')
"AS BUil T"
RCE 5"'11 2-1 EXP. t,/s...·.'"',
lc/21/,:,&
DATE
J' •
.n'311,,,--r----, -r--~~ Y'.!m'd!ii!
ff
,__ __ J5' __ _.
lDAMPK™
FLOW Fl?OM PARKING LOT -______,.1.5~•---1 .. 1>1
{MODEl Na Tl)AM36PK)
REVIEWED BY:
DETENllON FACILITY DETAIL
NOT TD SCALE 18 • HOPE PIPE INSPECTOR
o/-1i/4s< ' DATE
MODAED 6' G-2 CURB AND GUTTER DETAIL
NOT TV SCALE
NOTES:
I. CCWCREIE SHALL BE 520-C-2500.
2. SEE STANDARD 0/Kl. G-10 FOR JOINT DETAILS
J: SLOPE TOP OF CIJR8 1/4' PER FOOT 11JWARDS GUTTER
DETAIL= ffilTON TDAMPK'S (PVT.)
NO SCALE
TRITON TDAMPL sm
{IJESIGNEO FOR PARKWAY DRAINS}
{888} 526-4736
1----+-----,1---------------+---+--+---+------I l SH2EET I CITY OF CARLSBAD I SHE7ETS I
::===-===::::E:::N::::G:::IN:::E:::E:::R:::IN:::G=D=E=P::::A:::R::::TM::E:::N:::::T::::===..'====:
~C.£.59121 DATE
MY REC/SlRA TION EXPIRES 6-J{}-07
BENCH MARK
OfSCR/PTION: BRASS DISK UARl<ED '!S 6215"
LOCA 110N: NORTH SIOE CURB CAl?l.SBAD l#li.AGE DRIVE a 1 MIi.ES WEST or 1-~~...,,,,;c;!:111~-l-'-''-'-"A"'S'--·-"'8'-"IJ'-'-J=J.:-'--r----------+---.J.-----+----I-----I
HIGHLAND DRIVE AMJ II 1 FT. fff5T OF TH£ £AST EXIT TD DATE INITIAL
CITY UBI/ARY. ENGINEER OF WORK REVISION DESCRIPTION
DATE INlllAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DETAILS FOR:
CARLSBAD MEDICAL VILLAGE
DETAILS SHEET
APPROVED I By, 0 11& CONRAD C. HAMMANN
CITY ENGINEER PE 33069 EXPIRES 06 30 08 DATE
DWN BY: -~<Z'u[ __ 1 I
CHKD BY:
RVWD BY: /J...,
PROJECT NO_
CT05~19
DRAWING NO.
44J-4A
:,:
I'-.) C)
0 .i:. ..... .i:.
-.J w
l,.
l>
/
--X
1Jt,50Fl.
--
6"W xti".O£PTH
OEEPENEO' QX,E 0
HAROSCAl't~1,P£1iPER
DETAIL OF C.
510EWAIK 'PE,
EOG£ ON SHT 4
Fl_;., ' ~
2' MIN
,'
f l
GRAPHICAL SCALE
0 STORM DRAIN DA TA TABLE (PR/VA TE)
NQ DELTA/BRC. LENGTH REMARK
7 N46"J7'16"W /Q5J' 18" HOPE
2 N56'50'0J"E 68.65' 18" HOPE
J N54'54'56"W 42.93' 18" HOPE
4 Nl6"46'll"W 57.64' 18" HOPE
-
-7 SJJ'46'01 "E: 35.58' 6" PVC SOR-JS
6 S56v2·orw --15.JB' • •
9 S56V4'25"W 16.47' • •
10 S56V8's1"W 14.88' • •
II S567J'J4"W 45.84' • •
12 NOT USED
IJ NJJ'57'50"E 115.82' • •
14 N56V2'06"E J.50' • •
15 555'54 '25"w 95.62' • •
16 SJ4VS'J5'E 24.28' • •
17 NJ4VS'JS"W 25.48' • •
18 S55'54'25'W 55.70• • •
19 NJJ"48'00"W 83.45' • •
20 S.J4V5'42'E 105.49' • •
21 N561J's6T 15.91' 6' PVC SOR-JS
22 NJJ'57'54"W 100.00' 48" CMP •
N
6' SCREEN WALL"-:;:
MOO. TYPE '8' BROW 0/TCH W/ EXTENOEO
WAll PER SORSO 0-75. CONCRETE
SHAU BE EARTH TONED TO MITIGATE
~SUAL IMPACT
1/,
RETAINING WALL
6" CURB PER G-1
TYPICAL SEC710N A-A
NOT TO SCALE
6' SCREEN WALL
MOO. TYPE '8' BROW 0/TCH W/ EXTENOEO
WALL PER SliRSO 0-75. CONCRETE
SHALL BE EARTH T0Nf]) TO MIT/GA TE
~SUAL IMPACT-~
RETAINING WALL
,,__2•~~J' -~-~I'--.-,
1.0:r
MAX ...
6"506
~~1.a
J' MIN
-I
I
2·
J"X12" OPENING
IN WAll O 10' QC.
ALONG ENTIRE LENGTH
OF WALL
6' SCREEN WALL"-..._-
GRASS-llN[l) SWALE
SEE DETAIL SHT. 2
6" CURB PER G-1
1/,
T'IPICAL SEC710N D-D
NOT TO SCALE
PROPOSED J /6' WOOD FENCE r,,: -
6' SCREEN WA~ _ 2 •
GRASS-llN[l} SWALE I
SEE OETA/l THIS SHITT
TYPICAL SEC710N E-E
NOT TO SCALE
2·
I
I
I
I
TYPICAL SEC710N 8-8
NOT TO SCALE
SE£ WALL DETAILS ON SHEET 7
1/,
-+
6' SCREEN WALL l,.
I
)
I
NOTES:
[
GRASS-UNEO-SWALE SEE OETA/l THIS SHEET
i: 1
T'IPICAL SEC710N C-C
NOT TO SCALE
I. All ROOF ORA/NS TO DRAIN TO CURB AND GUTTER WA 4• PVC S.D.
DIRECTING DRAINAGE TO THE DETENTION FACILITY.
NO ROOF DRAINS SHALL BE 0/RECTm THE THE 4" PR/VA TE PVC S.D.
IDENTlflED AS @ AND @ OF STORM DRAIN DA TA TABLE.
2. ACCESS AISLES 0£5/CN[D inTH TRAmc INDEX OF 5.0 TO CITY STANDARDS.
1 QIJAN'l/T/£S SHOWN ON SH££T I AR£ ESTI/.IA TES FOR PERUJmNC PURPOSES
ONLY AND ARE NOT ro BE USED FOR flNAL CONTRACTOR PAY QUANTITIES.
BENCH MARK
DESCRIPTION: BRASS DISK MARKED 'LS 6215'
LOCATION: NORTH SID£ CURB CARLSBAD ~LLAGE DR/Ve a I MILES lffST OF
HIGHLAND DR/Ve AND Ill FT. lffST OF THE EAST EXIT ro
CITY UBRARY.
ELEVATION: 129.36 Mst. DATUM: CI.S8-122
I
I
BRENT C. MOORE R. C.E. 59121
~I 2· 75: 6' SCREEN WALL
i '
I J"X12' OPENING
IN WALL O 10' 0. C. I
Ji(/2' OPENING
IN WALL O 10' O.C.
ALONG ENTIRE LENGTH
OF WALL
2'
ALONG ENTIRE LENGTH
OF WALL
GRASS-UNED SWALE I/HERE
IND/CA TED ON PLAN
6"
GRASS-LINED SWALE
NOT TO SCALE
I
I
2' GRASS LANDSCAPING
TYPICAL SECllON F-F
NOT TO SCALE
REQUIRED TREA TM[NT CONTROL
BMP TABLE
DESCRIPTION QUANTITY
DETENTION AND SEmlNG I EA.
FOSSIL FILTER J EA.
BIO FILTRATION 460 LF
"AS BUil T"
3~~ --~. loh,1/~
DAlE RCE
DATE REVIEWED BY:
MY REGISTRATION EXPIRES 6-30-07 -7,...., " ""'-c.1 .. ---11 /4 {>r•-y'
D/> 7c. INSPECTOR
1---+---'+-----------t---t------t---t----i I SH3EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 7 ~===-'==============:::::::::::'::==='-'==~ t----t---t----------------i----r--;---;---, GRADING PLANS FOR:
CARLSBAD MEDICAL VILLAGE
GRADING AND DRAINAGE PL.AN
PPROVEO, • ~-CONRAD C. HAMMANN / /. B'I : .f1-;f ~-I c:!:,$. C,? l----!--+----------------+---t----t---;------1 TY ENGINEER PE 33069 EXPIRES 06/30/08 'DATE 1----i-=-:;-:-:---+,,r---:-:,;--;:-:--:-;-:=-----------i---;---;---,--,
t,C)lf /1\ A5>tJ!f/l. 7" DWN BY: £CT I PROJECT NO. I DRAWING NO . ..... ,.,_ DAlE INITIAL DATE INITIAL CHKD BY
'~ CTOS-19 443-4A * ALUIIINIZEo TYPE II CMP. 16 GAG': MANUFACTIJRED er CON TECH 1.EN=G1::NE:ER::....::OF:....::wo:::":::KL __ .:..R.=E...:.Y.:..:I s.:..1..::.0.:..:N__:_D.=E..::.S..::.c_R...:.I P_T_1 _o_N ____ Lo:.:r:.::HE:,:R..:A:,PP..:R:.:a.:.:vA:L..1......:c..:1TY.:....:.:A:..:PP..:R:.:.ov:..:A::.L...1..'.::R=vwo==B::Y=: :j ,.t,.,.:::'...'.:::=======::::::====::::'..J STORMWA lER SOLUTIONS, INC. L -'
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BENCH MARK
DESCRIPTION: BRASS 0/SK MARKED 'LS 6215•
111
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er, 11 c.a
t-...j h._
~II~ .1
FFi!J9.00
!JAD= liJB. .JJ
/ II !
/ II . II
LOCATION: NORTH S/OE C/JR8 CARLSBAD j,ILLAGE OR/VE 0.1 Ull.ES WEST OF
HIGHLAND OR/ilf' ANO 111 FT. IIFST OF THE EAST EXIT TO
OTY LIBRARY.
ELEVATION: 129 . .16' MS/. DA TUM: a.SB-122
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LEGEND:
PROP[RTY LINE/ Pf/0.CCT BO/JNOARr •
(j) 5• CURB .............. . G-1
@ 6• CURB .t GI/TIER . . . • . • . . . • .G-:2_ . . . • .
(]) PCC J' WIOE RIBBON CIJTTER. . .SE£ OETA/l.. SHEET 2.
* @ P'vMT. SECTION {LIGHT): STALLS 71=5.0 (UIN J• AC Oilf'R 9• CLASS 2 AB)
* @ P'vMT. SECTION {HEAVY}: AISLES Tl=6.0 (MIN J• AC OIC/1 12.5• CLASS 2 AB)
------
I· ·•··•·•··· ·••• 1
-k?/D; }\XU/Yi>l
24741 SF
/J/70 SF
0 ,o 20 40 @ PARKING STRIPE/HANDICAP
0 CONCRETE S/OEWALK
..•.. SEE OETA/l .....•.
, SEE ARCHITECTlJRAl .Pl.ANS . . .
I l[ii]~Gi]I I '
GRAPHICAL SCALE
CONC. S/OEWAIJ(
• • ...
@ CONCRETr ENCLOSURE . . . .(l,f/N 7.5• P.C.C. 0~ 6• CLASS 2 AB) ...... .
* SEE SOILS REPORT PREPARE{) BY PACIFIC SOILS ENGINEERING OA Tf1) APRIL 15, 2004
FOR PA VE/JENT SECTIONS
r.-i--,,-~ CUTOFF WALL
(4• X 36".)
614 SF
DETAIL: CONC. SIDEWALK OEEPt.NflJ EDGE
NOT TO SCALE
CONCRETE BROMJ/TCH
TYPE 2:1' PER D-75
_ SPLASH WAll WHERE CROSS
SLOPE IS CREA lER THAN 2X
REINFORCE 'MTH 5• X 6•
PCC CIJRB_~ G/JTTER ..,,,. WELOEO 'MRE MESH, NO. 10 GAi/GE
(T'rP)
. ' ..
3• 470-C-2000 CONCRETE OR
2500 PSI AIR-BLOWN MORIAR
'MTH 1 1/2" X I l/2"-17 GA.
STUCCO NEmNG -~
PLAN 14£W
P.C.C. SPLASH WALL
__.--IIHERE CROSS SLOPE
1---Jli.:_' ~+-_il'~r,7,,,L--, IS CREA TER THAN 2X
DETAIL· BROr/: ifTCH TRANS/710A' TO GIJTTEif 4• THICK P. C. C. CUTOFF
--, .,.-\
[ 6. THICKENm mGE
BOTH S/OES NOT TO SCALE
~iM £ S SI O.f.,-
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{t ~ Exp. 6-30-07 >} ~
J',,-~ .. .CI v 1 \, ~" BRENT C. MOORE R.C.£ 59121
.f;f ,,~<;: Mr REGISTRATION EXPIRES 6-J0-07 or c 11.
WALL AT ENO SECTION ---.,
L. .
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L . _J
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SECTION A-A
DETAIL· BROH' DITCH CONFLIJENCE
NOT TO SCALE
REVIEWED BY:
OATE
lt-jSPECTOR
la/-z_l/~
DATE
I I l-1! ?~ <>-
DA TE
I SH4EET I CITY OF CARLSBAD I SHE7ETS I 1-----+----t------------------t----t---t---t----t ENGINEERING DEPARTMENT
1-----+---+-------------------+----t---+---t----t
1----1-----1-----------------t----1---+--+----1 HORIZONTAL CONTROL PLAN FOR:
1---+-:1'::-CH.:c'l"..-+-,,zr,-f'::-, S:::;;. ---=e=-=u-.. cc,L-,=------------t----t----t-----t----1
DAlE INITIAL DAlE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CARLSBAD MEDICAL VILLAGE
HORIZONTAL CONTROL PLAN
APPRO~ J f CONRAD C. HAMMANN i/2 ,l IY, [L,J <-. .J:._l...~~;,
CITY ENGINEER ' PE 33069 EXPIRES 06/30/08 DATE
CHKD BY: DWN BY; I PROJECT NO. I DRAWING NO.
RVWD BY: ~'&'-=-:'...'.====C=Tl=rJ5==1=9====44J.===.f..='..4::::::'.J
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S1111 C.O.
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! 1£=134.50 16' Pl4'.: SWR -
1 Sift? C.O. -~,
\ RIM= 138.35
'\IE=1JJ.16
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1
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Slit? C. 0.1---iV
R/Jl:c 1 JR. 32
/£=134.50 FF 138.50
PAIJ=137.83'
UNIT 3
----/JN/ T 4 ~
BENCH MARK
DESCRIPTION: BRASS DISK MARKED '?.S 6215"
LOCA T/ON· NORTH Sf[)£ CURB CARLSBAD VlllAGE OR/If" 0. 1 !.lllES WEST OF
. HIGHLAND OR/vE AND 111 n IEST OF THE EAST EXIT TO
CITY UBRARY.
ELEVATION: 129.36' US/. DATUM: CI.SB-122
1· I I . ' I I ' i , I
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FOR P/JBl/C SEffER AND WATER
PLAN, SEE DIH7. NO W-4
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LEGEND
PROPERTY LINE/ PROJECT 80/JNDAR Y.
' I '
GRAPHICAL SCALE
61°
· ji!Wi#!ft!i/','i!'1'/'t•1*···•
I
----
PRIVATE (PVT) SEltFR LINE ............................... .
(b a• FIRE SERVICE . . . . . . . . - - - - - - - - · · · · · · · · · · · · · · · ·
@ I 1/2" SOFT DRAW COPPER WATER SERVICE ............... - - - -
lg\ 6• C'r'Ura C'e~llll"'r . • • • . • • • . • . • . • . • = .xmcn ,,rn ""L , ....... • • • - - - -
@ PVT. -RRE OEPARTM£NT CONNECTION (FDC)
@ BACKFI.OW PREvENTEl/ (DOCVA) .•..... , .PER W-22 .• , , .•...••.
@ 2• BlOWOFF VALi£".
@ 6" GATE VA~vE .
BRENT C. MOORE R.C.£ 59121 DATE
UY REGISTl?A T/ON EXPIRES 6-J0-01
---@
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---e
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@>a>®
"AS BUILT"
tf:u,._;,/-;;~ l•/z.,/c-t
RCE ,'111,I EXP •. ~/1..l"''f DATE
REVIEWED BY:
7-,.-, ,, M ' j ,. -.
IN.SPECTOR
I SH5EET I CITY OF CARLSBAD l----i--+----------------ji---1--1-1--1 ENGINEERING DEPARTMENT
1-----1--+---------------i----r--r--,--l SETIR AND WATER PLAN FOR:
CARLSBAD MEDICAL VILLAGF
PRIVATE SEWl..fi AND WATER Plft.N
A~;~VE~ g,°.::_RAD C. HAMMANN #1.0C?
1---+---+----------------,--r---r---T-, CITY ENGINEER PE 33069 EXPIRES 06/30/0s1DATE
DWN BY: EC[ I PROJECT NO. I DRAWING NO.
CHKD BY:-----,;-:-:--CT0."-19 443-4A RVWD BY: w ...._ "
rt. r. II, /1 \ /j'5·6UIL-r' ·
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTI-IER APPROVAL CITY APPROVAL
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\,_ AT 10' 5('ACING ALONG THE ENTIR.
, LENGlH 0( WALL. \
SEE DETAIL. SEC/ION A' SHEET;
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DATE: INITIAL
ENGINEE~ OF WORK
40 -: , .. i ~o
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GRAPHICAL SCALE
~hp ~RTN~R_S ~ Planning and Engineering
~'<-~HSS10.f'.(
"' t ( $ ~\ -"u,, ~ ...... ~ _,, ~
c.., ;;g ..... -
-c# = ~ w No. 59121 ~
'"' = -I< Exp. 6-30-07 * .,,,, C/V\\ ~
-f ;-f "'"' or c 1\1\
/1\ A'S• 8<1JL. .,-
REVISION
15938 Bernardo Center Dr.
San Diego, CA. 92127
Ph (858' 376 3444 ') -
Fax: (858) 376-3555
Pv.~,..~
BRENT C: MOORE ff.C:E. 59121
UY REGISTRA 1/0N EXPIRES 6-31J-07
DATE: INITIAL
DESCRIPTION OTHER APPROVAL
LEGEN::J,
DESCRIPTION SYMBOL
STABIUZEO CONST. ENTRANCE ~
GRA vEZ.BAGS oc c-=c-=•: ·: -o
QTY.
14()() SF
2100 EA
9464.00 SF
SllT FENCE □1---□1--□-□ 1000 lF
BENCH MARK
DESCRIPTION: Bf/ASS 0/SK lr/ARJ<EO i.S 6215"
LOCA T!ON: NORTH SIDE CURB CAfllSBAI) 'vTl.lACE DR/I£ a I lr//l.ES IIE'ST OF
HIGHlANO DR/1£ ANO 111 FT. IIE'ST OF THE EAST EXIT TO arr /JBRARr:
ELEVATION: 129.36' MSl DA 1UM: CI..SB-122
"AS BUil T"
~t:.-.~ /"/z1/t'~
/~/c7
~-
EXP. t,/lo,'o' RCE 5'J1i-! DATE
DATE
REVIEWED BY:
-z~C!,,._,,":::,.Jt!-.... 11/4:-/21., [ ' INSPECTOR DATE
I SH:ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARlMENT
EROSION CONTROL PLAN FOR:
CARLSBAD MEDICAL VILLAGE
EROSION CONTROL PLAN
APPROVE~ ~RAD C. HAMMANN 1'
IS'[_·
t' 'II? CITY ENGINEER PE 33069 EXPIRES 06/30/08 'DA.-
OWN BY: (CT PROJECT NO. DRAWNG NO. DATE: INITIAL CHKD BY:
CITY APPROVAL RVWD BY:
_,_
CT05-19 443-4A
•
EROSION CONTROL NOTES
I. IN CASE EMERCFN(f WORK IS R[QU/RFD.CONTACT RUSSELL RIES O CARLSBAD MEDICAL
VlllAC£, LP., PHONE NUMBLR: (858} 271-4520
2. EQIJIPMF/v'T AND WORi<TRS FOR EMFRG£NCY WORi<. SHALL BE MAD[ A VA/lABLF AT All
T/MES DURING TH[ RAINY SEASON All NECESSARY MATERIALS SHAil 8[
STOCKPILFD ON SITE AT CONVENIFNT LOCATIONS TD FACILITATE RAPID
CONSTRUCTION OF TEMPORARY Dflt/CFS WHEN RAIN IS /MMINO./T
J. DEVICES SHOWN ON PLANS SHALL NOT BE M0l/£0 OR MODIFIED WITHOUT THE APPR0V/<1
OF THE ENC/NELR!N'.: INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENC/NEER AFTER EACH RUN OFT PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL AD0ITIONA~ EROSION CONTROL MEASURES AS MAY BE
RE0UIRFO BY THE CITY ENGINEER DUE TO UNCOl.lt"L£TED GRAD/NC OPERATIONS OR
IJNFOR£SEIN CIRCUM::TANCE:S WHICH MAY ARIS£
6. THE CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PRE'IENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASUR£S PROv/Dm PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK/NC 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 FOR£CAST EXCEEDS FORTY
PERCD/T (40%}. SILT AND 0711ER DEBRIS SHALL BE REMOITTJ AFTER EACH RAINFALL.
10. All GRA VEL BA GS SHALL BE BURLAP TYPE W/711 J/4 INCH MIN/M:.JM AGGREGRA Tr.
II. SHOULD GERM/NATION OF H'fDR0S££D£D S/..OP£S FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES {90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZFD BY PUNCH STRAW INSTALL£D IN ACCORDANCE WIT// SECTION JS.02J OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE OEPARTM[]VT OF CONSERVATION,
STA TE OF CALIFORNIA.
12 PROVIDE VELOCITY CH£CK DAMS IN ALL PA V£D STREET AR£AS ACCORD/NC TO INTUIVAi.S
IND/CA 7EO BELOW. VELOCITY CH£CK DAMS MAY BE CONSTl?UCTED OF GRA ITT BAGS. TIMBER OR
0711ER EROSION RESISTANT I.IA TER/A; S APPR0'ILC BY THE COIJNTY ENG/NtUi, AND SHALL EXTEND
COMPLEITT Y ACROSS Tl/£ STl?fIT OR CHANNn AT RIGHT ANCIIS TO 711[ CENTERi INT
ITTDC!TY CHECK DAI.I' I.II< Y ALSO SERVf. AS SEOW'_V' TRAPS'.
GRADE OF ST/?££! !NltRVAJ. NO. OF BAGS HIGH
LESS THAN 2%
2% TO 4%
4% TO 5%
6% TO 10%
I.IOR[ THAN 10%
AS R[QUf{?LD, 20C' MAX
100·
so· so·
25'
1
1
1
2
2
TEWrORAnY EROSION CONTROL
PLANTll"G AN:1 IRrl.!G.A.TION
ALL PERMAN£/'/ T ANO TEMPORAP Y ER0':'Ofi CONTROL PLANTING AND /RR/CATION SHALL BE
INSTALLFD AND MAINTAIN/I AS RE0UIRff' IN S£CTI0N 212 OF Tl-IE STANDARC
SPECIF/CA TIONc ANO 711[ F0LL0'l,VVC:
A. HYDR0SEEO!NC SHALL BE APPLIED TO:
I. All SLOPES 711A TARE GRADFO 6: I {HORIZONTAL TO VERTICAL) OR STEEPER
WH£N 711[ Y AR£·
a. 711RE£ FEET OR MOR£ IN HDCHT AND ADJAC£NT TO A PUBLIC WALL OR
STREET.
b. ALL S/.OP£S ~ FEET OR MORE IN HEIGHT.
2. AREAS GRAD£0 FLATTER 711AN 6: I WHEN ANY OF 711£ F0LL0ff1NC CONDITIONS
£XIST.·
a. NOT SCHEDULED FOR IMPR0VEM::NTS(CONSTl?UCTION OR GENERAL
LANDSCAPING) ff1TH/N 60 DA 'tS OF ROUCH GRAD/NC.
b. IDENTIFIED BY 711E PARKS ANO RECREA TIDN DIRECTOR AS HIC/-/l Y
'I/SIBLE TO 711£ PUBLIC.
c. HA VE ANY SPECIAL CONDITION ID£NTIFIEC BY 711£ CITY ENG/NEE:R
THA T WARRAN TS IMME:DJA TE TREA TUEN T.
B. H'fDR0SEEDFD AREAS SHALL BE /RR/GA TED IN ACC0RDANC[ WITH 711£ FOLLOWING
CRITERIA:
I. All SLOPES 711A T AR£ GRADED 6: I OR STEEPER AND THAT AR£-
a. TI-IR[E TO EIGHT FEET IN HDCHT SHALL BE /RR/GA TED BY HAND
WATER/NG FROM OU/CK COUPL£RS/HDS£ BIBS OR A CON'IENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKL£R H£ADS PR0'IIDING IODX C0'IERACE:
b. CREA TU? 711AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENT/0/i
Al SY.STEM or LOW PREC/P!TA TI0N SPRINKL£R H£ADS PR0'IIDING 100%
COVERAGE.
2. AREAS SLOPED L£SS 711AN 6: I SHALL BE /RR/GA TED AS APPROVED BY 711£ CITY
£NC/NEER, PRIOR TO H'fDR0SllDINC 711E DEVELOPER SHALL SIJBM'l A
PROPOSED SCHEME TD PRO VIU~ /RR/CA T!ON TO 711E CITY ENC/NEE'?. TH[
PROPOSAL SHALL 8£ SPEC/TIC REGARDING 711£ NUMB£.P5_ TYPES AND COSTS OF
711E ELEMENTS OF 711E PROPOSED SYSTEM.
J. /RR/GA T!0N SHALL IIA/NT.A.W 711£ M0t::!'JRE L£'1£L OF 711£ SOIL AT 711£
OPTIMUM LEVEL FOR TH£ GROi'l:!:' OF 711E H'/DROSEEDED GROW:!.'.
C. H'fDROSITD/.'✓;; MIX SHALL CONSIST OF ALL OF 711£ TO/..L0W/.V::.
1. SEED MIX SHALL CONSIST or NO /£SS 711AN.
2
a.
b.
C.
d
8.
f.
g.
h.
i
j.
20 lbs. PER ACRE OF ROSE CLOVER
20 lbs. PER ACRE or Z0RRC f[SCUE
J lbs. PER A CR£ or E SCHOOL CIA CALIT0RNIC'
4 lbs. PER ACRE OF ACH/LL[A 11/llET'.JL!A
J lbs. PER ACRE OF Al 'tSSUM (CARP£T OF SNOW}
1/2 lb. PER ACRE OF D/1.10Rf'fl0L£CA
ITEMS c,d,e, AND f OF 11-1/S SUBSECTION /JAY BE OMITTED ON
L0CA TION5 WHERE 711E AR£A BDNC H'fDR0S££D£D IS NOT 'I/SIBLE FROM
EITH£R A PUBLIC STRE£T OR RESIDENTIAL STRUCTURES.
ITEM a OF 711/S SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIX/NC BACTERIA AND APPLIED DRY El711ER BY DRILLING OR
BROADCAST/NC BEFORE HYDR0SEFDING.
ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINER5 Wl711 THE CALIFORNIA DEPARTME:NT OF FOOD
AND AGRICULTURE CERTIF!CATIOf/ TAG ATTACHFO TO, OR PRINTED ON
SAID CONTAINERS.
NON PHYT0 TOXIC 'M:Tl/NG AGENTS MAY BE ADDED TO 711E H'fDR0SEED
SLURRY AT THE 0/SCRE:TION or TH[ CONTRACTOR.
TYPE I MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE
T'rPE 6 MULCH {STRAW) MAY BE S/JBSTITUTED, All OR PART, FOR
H'fDRAULICAll Y APPLIED FIBER I.IA TERIAL. WHEN STl?AW IS USED IT /JUST 8[
ANCHORED TO TH[ S/..OPE BY MECHJN.'CALL Y PUNCH/NC NO LESS THAN SOX OF
TH£ STRAW INTO 711E SOIL.
J. FERTILIZER CONSIST/NC OF AMM0tl!'-'.I!. PHOSPHATE SULFATE, 16-20 0. WITH
ISX SULPHUR APPLIED AT TH£ RA TE OF 500 lbs. PER ACRE
D. AREAS TO BE H'fDROSE£0£D SHALL BE PREPARED PRIOR TD H'/DROSEED/NG BY:
I. ROUC/IENl'IC THE SURFACE TO BE PLANTED BY ANY OR A COMBJ.'IA TION OF:
o. TRACK WALK/NC SLOPES STEEPER THAN 6: I
b. HARROM!.'C AREAS 6: I OR FLATTER TI-IAT ARE sumCIENTL Y FRIABL£
c. RIPPING AREAS 711AT Will NOT BREAK UP USING !TEI.IS a OR b ABOVE.
2. COND/TIONl.'IC Tl-/£ SOILS SO TI-IAT IT IS SU/TABL£ FOR PLANTING BY.·
a. A0JlJSTINC 711E SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. Tl-/£ ADDITION OF SOIL AME.'IDME.'!TS, PH ADJUSTUE.'IT. LEACHING OR
COi/ER/NC SALINE SOILS TO PROV/DD VIABLE COND!l/DNS FOR GROW':'.
£ HYDR0S££D£[' AREA' SHA// BE MA!N!A!'t/[' TO PRcJVIU A VIGOR01 1c GROW"· UNTIi
711E PR0JlC ! IS PER!l·1¾DY""' Y LAND5C<PEX OR, FOR AREAS WhC·°C HYDR05t[])ING IS
TH[ P[RM'Nl \ • LAN!•,,·,n,,,,,;_ U/vT/i TH[ PRGJ/_i ' IS CIJMP,rTL ANO ALI B0Nf''
RELEASE:0
"I I l=lf:::Jllc::TTT::-'"' / "'· PROFILE
EXISTING 2• II/NUS
GROUND CRUSH£0 ROCK
,;,-~L -,,..-;,,,+,--/; 25" MIN.-' 1--
~il -=111=111=11 lfj' · 11·· 1i, -c5: )..._ .ll=Jl=ill '' ~~ -111-.l)-II I· ~ !!.! ___ ~=cc , ,. , . · f'f-
<1: f eJ.At/ ~ STEEL SHAKER PLATES/
NOTES
RUMBLE RACKS 20' MIN. RA0!US-
FENCE/BARRIER TO RESTl?/CT
Tl?Amc TO CONSTRUCTION ENTl?ANC£
PRO'II0E APPROPRIATE TRANSITION
BETWEEN STABIUZED CONSTl?UCTION
ENTl?ANCE ANO PUBLIC RIGHT-OF-WAY
PUBLIC
R-0-W
-METAL SHAK[R PLATES WILL BE REQUIRED AT All ENTRANCE LOCATIONS UNLESS
SPECIF/CALLY WAIVED BY 711E ENGINEERING INSPECTOR DUE TO SITE CONSTl?AINTS.
-THE ROCK SIZE SHALL BE 2• MINUS
-A FENCE; BARR/CAD£ DR OTH£R D£V/C£ APPROVED BY 711E £NC/N££R/NC /NSP£CTOR
SHALL BE USED TO RESTRICT CONSTRUCTION TRAmC TO 711E CONSTRUCTION ENTRANCE
ST AB!!....IZED CONSTRUCTION ENTRAN~E
NOT TO SCALE
PER CALIFDRN/1: STORMM'.'. ![R Bl.IP DHC TC-I
&-de "'r.? :II. f r;l¥-V ,\.a ,p /rj; 2 BAGS HIGH "i,a-_.....,_ 0 LOW POINT b]ooo~
~00~
FOR BAG HEIGHT .t BAC
SPACING SEE EROSION
CONTROL NOTE NO. 12
R,IW R,IW
BARRIER &-WALL CAP
PER COMM£QC;/Ac SITE
LANDSCAPE PLAN~ -n
11
FDR R[TA/NiNC WAil INFO.
AT SLOPING J1f!;_ Fill
SEE SCHm~
2-/4 CONT. ~ L
S£E LANDSCAPF 0RAWIN('.
NOTE /109, FDR WALL
FINISH REOUIR£MDITS ----.__
7'-o• 11/N. FOOT/NC TO
DA '/1./CHT
/4 0 18" O.C. {H)
'K" BARS
12 BAR DIA.
2• CLR.
6'/IAOE
"KEY TO£.
/4 0 16' a C. (H)
"V" BARS
Of/A/HAGE
PEJI SHEU J
"II" BARS
/4 0 18' ac. CONT.
µ o 1s· o.c. (H)
'LR.
"KW"
KEY WIDTH
•e• TOOTING WIDTH J
• ~ ·"" '-i'l'l ~ 1-3 ~ § ~ ~ • i "'
J BAGS HIGH
TYPICAL INLET DETAIL RETAIN!f.'C WALL TYPE I (MAX/V!JII HDGHT = 7'-0") @
{PER SEPARATE PERM'T)
GRAVEL/GRAVEL BAGG!!x3 ON STREETS GRAVELB.A.G DETAILS
NOT TO SCAL£ NOTE.· CATCH BASINS. DES/LT/NG BASINS. SAND BAGS. CHECK DAMS AND
STORM DRAIN SYSTEMS SI/All BE INSTALLFD TO 711E SATISFACTION
OF TH£ CITY £NCINFTiO THESE FAC/l/TltS SHALi B£ Q.EAN£D ON
A REGULAR BASIS. KEPT FREE OF SOIL ACCUMl'LA .TI0N
~C ARST ROW OF GRAVELBI.CS
HALF DEPTH
~OPENING AT INLET
~ED FIRST ROW OF GRA VELB)CS
HALF DEP711
BAG EMP.E"DDlhiG DET All
2 STAPLE WIRF FENCING TO
711E POSTS.
SILT FENCE
PREFABRICA TED Sil TFENC£ MA 'r11£ USED IN
LIEU OF IN PLACE CONSTRUCTION
•
•
Fill OPNC. W/ WA.TUI PROOT
POI.. Y-VIN'/1. UA TUI/AL
SEE SPECS.
ADOl. ON£ VERT. RDNF.
EA. FACE. SAME AS VERT.
WALL R,
11• C&/Ba. J(}/NT
11 SE[ Pl.AN FOIi LOCA T/ON
HORI? CONT. WALi RE!NT
0 2ND FLOOR ,t ROOI
LEVEL. TH£SE HORIZ BARS
SHALL
8£ CONT. &-CANNOT CUT.
STOP ALL 0TH£R RDNF.
HOOK £ACH BAR.
CONC. Bl.I(. WALL
r.r.
1----------lj
IJQK;_ El£VATION
I. AUG/I J{)fNT M/H f/ECLFTS IN STUCCO. SEE AROIITECl OflAMNC/2 FOfl LOCAT/C¥'1:
BLOCK WALL fJ CONTROL JOINT 0
{PER SEPARATE PERM'T)
WALL WA11 FOOT/NG FOOTING I ·roc· KEY KEY 1"KEr roc• "V" "II" ')("
HBCHT rtPE #1/)l/i THICK/1£SS 0£Pllf #IDT// BARS BARS BARS
"II" 'll" ..,. ,.. . 7<W" --------
4•-0· I J'-8· 1·-0· r-o· t'-o· 1·-0· r-o· µ o 16" ac. µ o 15• ac. -
----.
5•-0· I --·-a· 1'-o· r-o· /'-6" ,·-o· t'-o· µ o 16" ac. µ o 15• ac. -
, ----------'---
6'-o· I 5'-6" l"-J" /'-6" 2·-0· ,·-a· ' 1'-6" /5 o 15• ac. I µ o 15• ac. µ o 12· ac.
'
1
-~ -~--
/z./1/(,eC
DATE
---
7'-o· 2 6'--o· 1"-6· 2·-0· 2'-6· 1'-0" 2·-0· /5 o 16" ac. µ o 15• ac. µ o 12· ac.
s·-o· 2 7'-o· l'-6" 2'-6' J'-2" l'-0" 2'-6" /6 o 16" ac. µ o 15• ac. µ o 12· ac. ___ ,., __
9'-0" 2 8'-0" 1'-6" J'-0' J'-9" l'-0" J'-o" /6 o a· ac. µ 0 10· o.c. µ o 12· ac. I
liJl]Il;_
1. Pf!0',1()£ C(Y,!SIFIUCTI0N/t'ONT/?OI JOINT. o J2'-o" 1,1Ax., PER EB ~r LOCAT/Oli "'11, Af/Oi!TtCT Pfl!Ofl TD C(l!Slfl{JCTIOI,;
RETAIN/f/G WALL SCHEDULE W/ SLOPll✓G BACKFILL
{PER SEPARATE PERhtT)
BARR/£R .t WALL CAP
PER C0/,IIJTQCIA! SITE
LANDSCAP[ PLAN~---
SE£ LANDSCAPE: ORA Wl!,~/4 CONT.-
NOTE /109, FOR WALL .
FINISH REOIJ/R£Mi"NTS
CONC. STAIRS DR RAMP
l'HERE OCCURS
/4 D0l+f"! 5 2• CLR.
FOR RETAIN/NC WALL INFO.
AT ~G BACK-FILL
SEE~ SCHED.
!'.i "' cil
1-3
0 18' 0. C. 2·-6•
. -i ~1·-=-0·--=~~=::;::::'n{)~-L:' ___ ~=COll=,=-=:-'c
~
• ""
2--/4 H 0
7'-o• MIN. FOOTING TO
DA '/1./GH
f4 0 18"0. C. (H)
"K" BARS
12 BAR Dl.
6'/IAOE
"V" BARS ,
7tJ;t-----+---cOfl.='AIN.=~:::crc--
{j
PE11 SHEU J
"II' 8AIIS
~
i'l'l
" ~ • ~
/4 0 /8" O.C. CONT.
K£Y WDTII
µ o 1e· o.c.
(H)
•e• FOOTING WI0TII
"' ~ • <:,
·' ...
• ,;,:
'-~ !,:i :,:
~ ~ ;,;i :iil • <:, _, ...
~~ ""~ ~ (S
c:: ~
"" I;:; c:s
>-. ~
RETAIN/JVG WALL TYPE 2 (MAX/1/.'IM HEIGHT = 10'-0") '18'
{PER SEPARATE PERM.'T) ~
NOTE.'
SEE LANDSCAPE DRAWINGS FOR SCREEN WALL INFO.
1----+--+----------------t-----t---t---t~----
l-------,l-----l-----------------t----1r-----r· -
l----+--+----------------1----t----t---
"AS BUil T"
/3,,...__k-£.,.,., / o /-z.1 /or'
RCE s,11 .. /
REVIEW!_' BY:
--:;-;;;;::..., ........ a..l.,~-~
I !'.SPECTOR
DATE
II /-f/2.~F;'-
DATE
I SH7EET I CITY OF CARLSBAD I SHEEIS I
ENGINEERlt-;;; DEPAR™ENT 7
EROSION CONTROL NOTES & WALl. DETA!Ul FOR:
CAR~SRt,n Mr;)ICA! VIL! AGF
1----1--+----------------+---+---t-----EROSION CC>t>.1hJL NOTES ANU DETAILS SHC::Ti
1----1---+----------------+---+--+------l'---j ::;~□'f}~ I} .-,;I.. CONRA'l-~: HAMMAN'. -~o_?
-----CITY ENGiN[[R PE 33069 EXPIR[S 06/30/0e DATE
DATE IN1T,Ac DA Tl "fiAc JA,c l I~ .. ,. ~:)c 8~y.--ff..:, 11 PROJ[C~ NC. 1. OR4A4WJ:~:;,,,,,N, ,J.1.·
REVISIO •._.: DESCRf"T,<,Q'' ~--I Cli.-n'5 19
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032707