HomeMy WebLinkAboutDWG 462-7D; PUD 09-02A; LIFE TECHNOLOGIES; 01-06i
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GRADING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL 01HER PLANS PRE\IIOUSL Y APPROVED BY 1HE CITY
OF CARLSBAD RF:GARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF IHE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF COND/110NAL APPROVAL, CITY
STANDARDS OR OIHER ADDITIONAL DOCUMENTS LISTED HEREON AS IHEY MAY
PERTAIN TO THIS PRO.£CT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHALL
RE\IISE 1HESE PLANS WI-IEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE 1HE DEVELOPER OR ENG/NEER-OF-
WORK FROM RESPONSIBILITY FOR 1HE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN RE\IISIONS SHALL BE PROMPTLY
SUBMITTED TO 1HE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER f\1LL BE REQUIRED FOR ANY
WORK IN IHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CER11F1CA TE OF INSURANCE AS WELL AS ADDl110NAL INSURED ENDORSEMENT MUST BE
FILED NAMING 1HE CITY OF CARLSBAD AS AN ADD/110NAL INSURED ON IHE
PERMITTEE'S POLICY IN IHE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABILITY. 1HE INSURANCE COMPANY WRIDNG 1H£ POLICY MUST
HAVE A RATING OF 'A-' OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER
AS ESTABLISHED BY "BESTS' KEY RA 11NG GUIDE.
5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF IHE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM IHE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UN11L ALL PERMITS HAVE BEEN OBTAINED FROM
1HE CITY AND 01HER APPROPRIATE AGENCIES.
7. APPROVAL OF 1HESE PLANS BY 1HE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UN11L IHE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REWSIONS f\1LL BE MADE TO 1HESE PLANS .WIHOUT THE WRITTEN APPROVAL
OF 1HE CITY ENGINEER, NOTED MTH/N THE RE\IISJON BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE 11 TLE SHEET.
9. ORIGINAL DRAMNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY 1HE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REWSED TO REFLECT AS-BUILT CONDITIONS
BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY IHE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
1HE PROJECT SI TE AT ALL 11MES DURING CONSTRUCTION.
12. W1-IERE TRENCHES ARE 'MIHIN CITY EASEMENTS, A SOILS REPORT COMPRISEO
OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO IHE CITY ENGINEERING
INSPECTOR 'MIHIN TWO WORKING DAYS OF 1HE COMPLETION OF FIELD TESTS.
IJ. A SOILS COMPACTION REPORT AND COMPLIANCE CERT/FICA 110N REGARDING
ADHERENCE TO RECOMMENDA l70NS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERM/ T. ALL CON TROLLED GRADING
SHALL BE DONE UNDER THE OBSERVA 170N OF A PROFESSIONAL ENGINEER OF 1HE
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE 'MTH THE CITY OF CARLSBAD STANDARD SPECIF1CA 110NS AND THE
' EARTHWORK SPECIF1CA 170NS ' ATTACHED TO THE PRELIMINARY SOILS
INVES17GA 170N. DAILY FIELD COMPAC170N REPORTS WILL BE SUBMITTED TO 1Hf
PRO.£CT INSPECTOR.
14. A PR[CONSTRVC110N MFEDNG $HAIL BE Hfl D AT Il:tf Sl1f PRIOR IQ 1HE
BEGINNING Of WORK AND SHAU BE ATTENDED BY Al L RfPRfSfNTA11\IES
RESPONSIBLE FOR CONSTRUCTION. INSPEC170N, SUPER\IISION, TESTING AND ALL OTHER
ASP£CTS Of llif WORK THE CONTRACTOR SHALL REQUfST A PRECONSTRUC110N
MEETING BY CALLING THE INSPECTION LINE AT (760) 438-.3891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. 1HE CONTRACTOR WILL THEN f3t
CONTACTED BY 1HE PRO.£CT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE
PRECONSTRUC110N MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT WILL BE PROWDED BY THE PROJECT INSPECTOR
AT THE MEETING.
15. Al I IN$PFC7JON RfQl/fSIS QIHER Il:/AN FOR PRFCONSTRVCDON MFE71NG Wll I BE
MAQE BY CAil iNG 1HE ENGINFFR/NG 24-HOUR IN$PFCDQN RfQ(JfSI t fNE AT
{760) 438-3891. IN$PFC110N RfQIJ£ST MUST BE RE.CE:IVED PRIOR TO 2: oo PM.
ON THE DAY BEFORE 1HE INSPECTION IS NEEDED. INSPECTIONS f\1LL Bf MADE
THE NEXT WORK DAY UNLESS YOU REQUEST 01HERf\1Sf. REQUESTS MADE AFTER
2: 00 P.M. WILL Bf SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER AND/OR APPLICANT THROUGH 1Hf DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\IICES, 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 SUBMITTING
A DETAIL PLAN TO 1HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROWSIONS TO Bf MADE
OF WORKER PROTEC170N FROM 11-/E HAZARD OF CAVING GROUND DURING THE
EXCA VA 170N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 110N
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCA VA 170N. IF Il:tf PLAN VARI£$ FROM 1HE SHORING SySTEM
STANDARDS ESTABLISHED BY THE CONSTRUC170N SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRA 11'1£ COD£, 1HE PLAN SHALL BE PREPARED BY A
REG/SI[RFD ENGINffR AT 1HE CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA 110N.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM 1HE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA 110NS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA
DURING CONSTRUCTION, OPERA 110NS WILL CEASE IMMfDIA T£L Y. AND THE
PERMITTEE f\1LL NOTIFY 1HE CITY ENGINEER. OPERA 110NS WILL NOT RESTART
UNTIL 1HE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM 1HE CITY
ENGINEER TO DO SO.
20. ALL OPERA 110NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO IHE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY 1HRU FRIDAY AND NO EARTHMO\IING OR GRADING
OPERA 110NS SHALL Bf CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT 1HE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF SIT£ HAUL ROUTES SHALL BE' SUBMITTED BY 1]-/f CONTRACTOR TO 1HE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. J)-/[ CONTRACTOR
SHALL B€ Rf$PONS/BL£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1HE HAUL
ROUTES DR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 110N.
2J. BRUSH SHALL BE REMOVED ONLY 'MTHIN 1HE AREA TO Bf GRADED. NO TREES ARE
TO Bf REMOVED UNLESS SPECIF1CALL Y NOTED ON THE PLAN.
24. ALL AREAS SHALL Bf GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER 15 NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUB.£CT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
1Hf CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL Bf TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. 1HE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR 01HER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEE;R.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED
'MIHIN TEN (10) DAYS OF THE TIME W1-IEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN 6N THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY IHE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PRO.£CT, DRAWING NO. 462-lP, AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
J-15767M 5620 FRIARS ROAD
SAN DIEGO, CA 92110
619.291.0707 S (FAX)619.291.4165 ~ ENOINEERINOCOMPANY •l<kenglneerlng.com
RICK
@) Safi D!e$0 !!! • .,•,,"'!~id'!"'e"!, o!",.•,a,_e ."'!!s,,.,'!"'L,'!"i, ~Ob■.'1,p•o~-B~ak•.,"'!!sfle'!"ld!"· S!!"•<•,.•m,•n,•o ,"'!!P!"'ho"",n!"lx ."!r•,cso-n
R• \ 1 'S767\ 1 ~761 _P,yd\PHASE_r.f\15167 _ph.M p~o,. dt;1n
, \sr~_n,;:01 \Rl 9k$tanpQn:J~\~ent I ey .;>OQ!i\..,.or~~DOC!l\lfo Ject~\CorpSt<ls_200:i-SD\ ! p I ot\CWDSN$ .;?00~ ~n-n<1n
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL C?NTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS 'M11-/ THAT SHJWN ON 801H THE LANDSCAPE
AND IRRIGA 11DN PLANS AND 11-IE IMPROVEMENT PlANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WIIH 1Hf LANDSCAPE MANUA. TIME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL Bf REINFORCED CON<RETE PIPE 'M11-/ A MINIMUM
D-LOAD OF 1,350. FOR PR/VA TE STORI.I DRAIN PIPES, UP TO /lo• HOPE, I.IAY BE
UTILIZED PRO\IIDED DEPTH IS LESS 11/AN 15 FECT AND BACKFILLED WIIH CLASS
I OR Ii I.IA TERIAL IN ACCORDANCE WIIH ASThl D2J~1
31. W1-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF 1Hf
GRADING OPERA 110N, IT SHALL Bf REMOVED W11-/IN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED 'MIH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WIIH CONCRETE OR REMOVED AS APPROVED BY
THE CJ TY ENGINEER.
J2. THE CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND J WITHIN 11-E PROJECT SITE SUFF1CIENTL Y
AHEAD OF GRADING TO PERMIT 1HE RE\IISION aF THE GRADING PLANS IF IT 15
FOUND THAT 1HE ACTUAL LOCA 110NS ARE IN CONFLICT WITH IHE PROPOSED WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO 514.RTING GRADING NEAR THEIR
FACILITIES AND SHALL COOROINATE THE WORK WITH~ COMPANY REPRESENTATIVE.
UNDERGROUND SER\IICE ALERT (8001422-4133 SDG&:E (800 660-734J
PACIF1C BELL f800 892-0123 TIME WARNER CABLE 760 438-7741
COX COMMUN/CATIONS 760 806-9809
CITY OF CARLSBAD(STREETS &-STORM DRAIN) (760 434-2980
"CITY OF CARLSBAD(SEWER, WATER &-RECLAIMED WA t:R) (760 4.38-2722
'SAN DIEGUITO WATER DISTRICT (760 633-26/50
'LEUCADIA WASTEWATER DISTRICT (760 75J-0155
"VALLECITOS WATER DISTRICT (760 744-0460
'OLJVENHAIN WATER DISTRICT (760 75J-6466
'BUENA SANITA170N DISTRICT (760 726-1340
*AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
A. FO O OLLED R DING -1HE APPL/WIT HIRES A CIWL ENGINEER,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND EVALUATE THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADIN; PERMIT -THE FOLLOWING
REPORTS MUST Bf SUBMITTED TO 11-IE CITY ENGINEER \/IA THE
PROJECT INSPECTOR {15.16.120 A.10} CAR.SBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERWSING GR/iJING ENGINEER STA 17NG ALL
GRADING IS COMPLETE. ALL EROSON CONTROL, SLOPE PLANTING
AND /RR/GA 110N ARE INSTALLED IN CONFORMANCE 'MIH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPIRTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS E~G/NEER, W1-IICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO
THE EXPANSIVE QUALITY • OF 11-f SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS IHE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THo SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE 'MIH 1HE REQUIREMENTS AND
RECOMMENDA 110NS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT 'MIH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
3.5. UNLESS A GRADING PERMIT FOR THIS PROJEC" IS ISSUED WI THIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, 'HES£ PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHEC~ FEES WILL Bf REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORT TITLED UPDATED GEO TECHNICAL FfCOMMENDA 110NS (RE\IISED) LOBBY ADDITION
TO 5791 VAN ALLEN WAY BUILDING. CALRSBAD. CALI/ORN/A; DA TED AUGUST 27. 2010 AND
GRADING AND FOUNDA 110N PLAN RE\IIEW. LOBBY ADD170N TO 5791 VAN ALLEN WAY BUILDING.
CARLSBAD, CALIFORNIA PREPARED BY GEOTECHNICS M TED AUGUST 31, 2010,
SHALL BE CONSIDERED AS A PART OF IH/5 GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WIIH IHE RECOMMENDA TTONS AND SPECIF/CA 110NS
CONTAINED IN SAID SOILS REPORT.
J7. IN ACCORDANCE WIIH THE CITY SUSMP, ALL STORM bRAIN INLETS CONSTRUCTED BY
THE PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WAST DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO ll-if 5AT1SFAC110N OF THE CITY ENGINEER
"DECLARATION OF RESPONstBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WOR< FOR THIS PRO.£CT, 1HAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DfSl,N OF 1HE PROJECT AS DEFINED
IN SECTION 670J OF IHE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WIIH CURRENT STANDARDS.
I UNDERSTAND IHA T THE CHECK OF PROJECT ORA WINGS AND SPECIF/CA 110NS BY IHE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBIL/11ES FOR PROJECT DESIGN.
FIRM: RICK ENGINEERING COMPANY
ADDRESS: 5620 FRIARS ROAD
CITY, STA TE: SAN DIEGO, CA. 92110
TELEPHONE: (619) 291-0707
BY: JOHN D. GODDARD, JR. ~D~A~TE~: ____ _
(NAME OF ENGINEER)
R.C.E. NO.: 3JOJ7
REGISTRA 110N EXP/RA 110N DA TE: 06/30/12
SOILS ENGINEER'S CERl'IFICATE
1, f)1ATTJ.l~W 4-Fi'.Mrv , A REGISTERED (CIVIL/
GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIF/RN/A, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANJ;s, HEREBY CERTIFY THAT
A SAMPLING AND STUDY OF THE SOIL COND/110~S PREVALENT v.!THIN THIS
SITE WAS MADE BY ME OR UNDER MY DIREC110N BETWEJfi THE DA TES OF
~i./\A.e,ece 23'!.!? , 2006 AND AVuv-S1"' 11---, 2010 . TWO
COPIES OF THE SOILS REPORT COMPILED FRON THIS STUDY, WITH MY
RECOMMEND.AT/ON$, HAS BEEN SUBMITTE:O TO THE 73/~THE CITY
ENGIN~l~ SIGNED: ~ 4=:~
~~'dA..1>4 ~ G.E./P.E. NO.:_~S~'f=Z'/,-'-'B"---------
1 ~ '>, ~ DATE: ____ 9~·_1S_•I_D _______ _
't l c;!lnt3 ~ • LICENSE EXPIRA110N DATC: 1:z-31-,1 ~tj.;.31~11. ~~-~---
.... r4\I., ,;.7. ... ,... ,•If_.
!to,~' -OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTEF€D SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPAC70N AND STABILITY OF
THIS SITE.
DATE
'/ lh-< ,1~
i;tOPt-Of W<lKI< r;v e-NGINJ>t~ Of WO~I< RiLA1Ni iO
1\11$St AS-r.'1.JIIJ" 0/(AWING'? IS l'U~5UAN1' ~ sec110N
~7tlf. II ( i,) Of 1l!i ~$1Nt% ANO pJ(O~~ION1 C.O~
ANO IS ~ASl>l7 ON t\ VISUAi., FH,L-D O1-lelK (NLY.
l<l!-f61( 10 Ctj//'5/ZOl'L~TT£$. lb. Cl'Tf·'
CITY Of' OCEANSIDE
~~l<AR/>/J i{~-S/TE
PACIFIC
OCEAN
Y OF
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
~fC[/#Jof fAtL:Ab.A~~¼WOFN~;..~ 7B1~cJ.N
STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY.
DECEMBER 2'\ 1997 AS FILE NO. 1997-0656621 OF OFF1CIAL RECvRDS. AND PARCEL A OF C.0.C. PER
DOC. 1998-0696720.
SOURCE OF TOPOGRAPHY
CITY Of' VISTA
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL
PHOTOGRAPHY METHODS FROM JNFORMA 170N GATHERED ON FEBRUARY 6,
2008 BY RICK ENGINEERING COMPANY
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED 'MTHIN ASSESSORS PARCEL NUMBER(S)
212-130-44, 212-130-45 , 5781. 5791 VAN ALLEN WAY
1Hf CALIFORNIA COORDINATE INDEX OF THIS PRO.£CT IS:
N 19!(5700 f 6244-500
BENCH MARK
DESCRIP170N: -=Cl"-'TY'-"'OF'-"'CAR"'-'-"L""SB"'A""D...,BE""""NC,,,_li"'M"-'A""RK~CL,,,S""B_-,.,10""8 __ _
LOCATION: THE BENCHMARK FOR THIS SURVEY IS THE 2-1/2'
BRASS DISK STAMPED 'CLSB-108" IN INLET
LOCATED NEAR THE INTERSECT/ON OF COUGAR
DRIVE AND PALMER WAY PER RECORD OF
SURVEY NO. 17271.
RECORDED: __ 2/2~08~/2~0~02~-----------
ELEVA 110N: 246.4J DA TUM: NGV029
BASIS OF BEARINGS
NOT TO SCALE
THE BASIS OF BEARINGS FOR THIS SURVf:Y IS 1HE CALIFORNIA COORDINATE SYSTEM CCSBJ ZONE 6,., EPOCH 1991.35 AND IS DETERMINED BY RTK G.P.5. MEASUREMENTS TAKEN ON FEBttUARY 05. 2008 AT POINT 108 AND POINT 108 AS SHOWN HEREON, PER RECORD OF SURVEY MAP NO. 17271.
BEARING POINT/ 108 TO POINT/ 106: N 80"'45'/54' W
REFERENCE DRAWINGS
PLANS FOR THE IMPROVEMENT DWG. 358-48
OF THE CARLSBAD SPECTRUM PRO.£CT
PARCELS 1 AND 2
PLANS FOR THE IMPROVEMENT DWG. 264-6
FARADAY AVENUE
PLANS FOR THE IMPROVEMENT DWG. 294-1
FARADAY AVENUE
PLANS FOR THE GRADING DWG. 358-4
FOR THE CARLSBAD SPECTRUM PROJECT
PLANS FOR THE GRADING FOR OWG. 239-1
COLLEGE BOULEVARD
PLANS FOR 1HE GRADING FOR DWG. 462-7A
LIFE TECHNOLOGIES
PLANS FOR LOBBY ADD/110N C8101494
OF 5791 VAN ALLEN WAY
EARTHWORK QUANTITIES
CUT: 515 CY
FILL: 27/l CY
IMPORT: CY
EXPORT: 240 CY
REMEDIAL: CY
SHEET INDEX
SHEET 1 &-2 -----------17TLE SHEET &-NOTES
SHEET 3 --------------DETAIL SHEET
SHEET 4-5 ------------PRECISE GRADING &-IMPROVEMENT PLANS
SHEET 6 --------------CURB DATA TABLE INFORMATION
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWNERSHIP I E CE SHEET NO. AGREEMENT
HIGH RATER BIOCLEAN GRATE PVT RECORDED CITY 3,4,5 MEDIA FILTER INLET SKIMMER BOX AGREEMENT
HIGH RATER CURB INLET BASKET PVT RECOROED CITY 3,5 MEDIA FILTER (STD> AGREEMENT
B!ORETENTION B!ORETENTION PVT RECOROED CITY 3,4 LANDSCAPE AREA AGREEMENT
PROJECT'S PERCEIVED THREAT HIGH
I TEN CE
FREQUENCY
PER
MANUFACTURER
PER MANUFACTURER
AS NEEDED
WORK TO BE DONE -
1HE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS. REMEDIAL GRADING,., DRAINAGE FACILITIES, EROSION CONTROL FACILITIE~ AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-1;;U/LT GRADING PLANS,
AS-BUil T GEOLOGIC MAPS AN) REPORTS. ALL AS SHOWN OR REQUIRED ON 71-11S SET OF PLANS AND THE CITY STANDARDS,
SPECIF1CA 110NS. REQUJREMENT1. RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
1Hf GRADING WORK SHALL f£ PERFORMED IN ACCORDANCE 'MIH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED EY THE Cl TY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENG/NEERNG STANDARDS
J. THIS SET OF PLANS
4. PUD 09-02 APPROVAL LETTER DA TED: -"-M""ll.!...Y...:4,_, .:c:20:..:0c,c9 ____ _
.5. THE STANDARD SPECIF1CA l70NS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK.)
6. SOILS REPORT AND. RECOMMENDA 110NS BY GEOTECHNICS INCORPORATED DA TED: 08/27 /2010
7. THE SAN DIEGO REGIONAL 51\NDARD DRAWINGS AND AS MAY BE MODIFIED BY 1Hf CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSJON DEVELOPMENT PERMIT COND/110N5 DATED---'¥£'-------
9. EN\IIRONMENTAL APPROVAL UJCUMENTS DATED -~N,_,IA~----
10. STORM WATER POLLUTION PR£VEN110N PLAN PREPARED BY RBF l'ATEL' e/?2/?G1G SW j 09-79
MJID NO. 9J7C354883
11. STORM WATER MANAGEMENT PLAN PREPARED . BY RICK £NG/NEERING DA TED MARCH 2010 (Sf\MP 10-05)
12. CALIFORNIA STORM WATER QIALJTY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
PROJECT BOUNDARY------------.----------------
EXISTING LOT LINES-.----. -----------------------
EXISTING CONTOUR--------------· ---------
EXISTING SPOT ELEVATiONS -------·--.. -----------
EXISTING EASEMENT ----------------------
--~ 350 ~--",_,°"
Xz.44.6
FIN I SH CONTOUR ----· --------------------
FIN I SH ELEVATION. CFS=FINISN SURFACE, FG•FINISH GRADE, TC•TOP Of CURB> ----
DAYLIGHT LINE --------. ----------------
TOP/TOE OF SLOPE--. ---------------. ------
-350-
FG 242,11 .. ...
-. -11----1 I-
EXISTING BUILDING--------'-----------------
PROPOSED BUILDING ----------------------
EXISTING STORM DRAIN PIPE -------------------
EXISTING STORM DRAIN GRATEU INLET ----. ------------"'
EXISTING TYPE "A~4" CLEANOUT <PVT.) ----------------@I
PROPOSED STORM DRAIN (SIZE PER PLAN, PVT.l ----------------------205 LF
PROPOSED AREA DRAINS (PVT. I -----(SEE DETAIL ·SHEET 3) -------
PROPOSED CURB ------------SORSD G-1 ---------
PROPOSED CURB ANO GUTTER ----.--SDRSO G·2, TYPE 'G' -------
EXISTING 8" PVC WATER MAIN -------------------
EX/STING GATE VALVE ---------------------
EXISTING WATER LATERAL --------------------
EX/STING FIRE HYDRANT ---------------------
@ --------4"ATR/UM GRATE -4 EA.
---w---
. -W---®---
~w--rn]
~ ...
------EX/STING PRIVATE WATER SERIICE -----------------
EXISTING IRRIGATION VALVES -------------------~
EXISTING SEWER SERVICE l!c CLEANOUT -----------------S ---(9
EXISTING GAS MAIN ---------------------G,----
EXISTING ELECTRIC SERVICE--------------------E----
EXISTING LIGHTING ---------------------)!(
EXISTING ORY UTILITY UNOERCROUND VAULT ---------------~
___ O" CURB -165 L,F,
6" CURB -840 L.f.
---489 L.F.
PROPOSED PEDESTRIAN RAMP-gfT~OOF SAN DIEGO STD. DWG. SDG-130(MOD),137L~ [I-------SEA.
AC GRIND l!c OVERLAY --------(SEE DETAIL-SHEET 3) -------•• , .. i----3060 S.F.
,cffi ,,, •. jjr+,.,¼#,,•,.,,i/\b'+·»:":1,'SAWCUT
AC PAVING ---·-------(SEE DETAIL-SHEET 61--------· rt;;:;t\a;;:4"i[;;f,;;,;;,{~0i~J---15,200 S.F.
BIO CLEAN STORMWATER VAULT-----(TYPE PER PLAN.SEE DETAILS-SHEET 31--_ Fa:'I ----____ GRATE SKIMMER BOX 6 EA, ~ CURB INLET 1 EA.
WHEEL STOP PER ARCHITECT PLANS -----------------
PARKING LOT LIGHT PER ARCH TECT PLANS ---------------9 --------2 EA.
PROPOSED PARKING STRIPING--------------------------600 L.F.
PROPOSED 4" SEWER SERVI CE I I TH CLEANOUT ---SORSO SC-01, SORSD SS-01 ----S --+------245 L.F,
PROPOSED 3' RIBBON GUTTER ----SEE OETA IL -SHEET 3 --------EE---==:· =====-33 ---210 L.F.
PROPOSED PLANTER PER LANDS!APE PLAN -----(SEE OWG 462-7PI-----
PROPOSED HARDSCAPE PER ARCI I TECT PLANS ----(SEE BLOG PERMIT cs• .. _}----
PROPOSED PED WALKWAY PER A!CHITECT PLANS ---(SEE BLOG PERMIT CB• ___ J----
PROPOSED DOWNSPOUT SPLASHP,D -----(SEE DETAIL-PER LANDSCAPE PLAN) ---Miffil
TYPE 'I' CATCH BASIN ----------SOSRD D-11, D-29 -----lZI
3' SEWER TRENCH ---------CITY OF CARLSBAD STD DWG S-5 ----V/ZT/21
• AC PAVING AND BASE SECTIONS ;uaJECT TO REVISION BASED ON
R-VALUE TESTS DURING CONSTRJCTION, AND SOILS ENGINEER'S
RECOMMENDATIONS
1 EA,
66 L.F,
()•GO~
I NO, 33037 ~!0
EXP.6/30/12
CIVIL
33037 DATE
1",1; "'=='. ~~
C
CARLSBAD FIRE DEPARTMENT QPLANNING DEPARTMENT APPROVAL
REQUIREMENTS· F lRI=. FL-.OC.O (> N 'E,1..1:,\...,l'.)\Nb-• 7>1J.\~S
NUMBER OF F.H (s)_F.FLOW G.P.M. OUT Of
_F.H S BLDG. SPRINKLED? &No F.LOY G.P.M.
~z:=Jo--..1
DATE . INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
P1 ~ DATE; 9 ;27;/o
(SIGNED)
Do,.. /lie.«, 6~ PLANNING DIRECTOR
DATE1 9 /,U,/; //) A, .E.
fNSPECTOR
SHEET
1 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
SHEETS
6
DWN BY, REC DATE INITIAL DATE INITIAL CHKD BY, nfirg
OTHER APPROVAL CITY APPROVAL RVWD BY1 .J(S
PROJECT NO. DRAWING NO.
PUD-09-02(A) 462-70
102110
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SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY
THE ENGINEER OF WORK, THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES
NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE
RESPONSIBLE FOR THEIR ENFORCEMENT.
1, NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY
MEASURES OR REGULATIONS, THE 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
HEAL TH STANDARDS, LAWS AND REGULATIONS,
2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY.AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS1 AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS 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 THE OWNER OR THE ENGINEER,
3. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL GRADING
IS DONE AND STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS,
IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR
FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE
DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT (619) 291-0707. THE
CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT
AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MAY RESULT
FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES,
TEMPORARY DESIL TING BASINS, DIKES, SHORING, ETC.), UNTIL SUCH TIME
THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER
OWNER, AGENCY OR ASSOCIATION IS TO BE UL TIMA TEL Y RESPONSIBLE FOR
MAINTENANCE,
4. THE LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY
WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO
CONSTRUCTION OF NEW WORK.
5. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER,
HE SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES
OR TO FINISHED WORK ON THE SITE, THE COt'HRACTOR SHALL TAKE REMEDIAL TO
PREVENT EROSION OF FRESHLY GRADED AREAS AND UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
6, THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING THE GRADING OPERATIONS.
7, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF WORK, PRIOR TO THE
PROJECT CLOSE-OUT, A SET OF AS-BUil T PLANS DOCUMENTING ANY CHANGES
MADE DURING CONSTRUCTION.
8. BEDDING, SUIT ABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER, UNLESS OTHERWISE NOTED
BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 4"-24'~ 6" FOR 30"-60".
EROSION CONTROL NOTES
1, IN CASE EMERGENCY WORK IS REQUIRED, CONT ACT JON ALLEN
AT 760-476-7137
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3, DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION,
7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON,
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 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 (40¼), SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL,
10, ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90¼ COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
i
1ABBREVIATIONS
AC ASPHALT CONCRETE aw BACK OF WALK
8.0, BLOW OFF
CMP CORRUGATED MET AL PIPE
C.O. CLEAN OUT
DWY DRIVEWAY
EP EDGE OF PAVEMENT
HP HIGH POINT
IE INVERT ELEVATION
LP LOW POINT
MIN MINIMUM
MAX MAXIMUM
MH MANHOLE
PE PAD ELEVATION
FF FINISH FLOOR PCC PORTLAND CEMENT CONCRETE
FG FINISH GRADE SD STORM DRAIN
FH FIRE HYDRANT SW SIDEWALK
FS FINISH SURF ACE TG TOP OF GRATE
FL FLOW LINE TC TOP OF CURB
GV GATE VALVE TYP TYPICAL
HC HANDICAP ACCESSIBLE RCP REINFORCED CONCRETE PIPE
PVC POL YVINAL CHLORIDE
' RICK 5620 FRIARS ROAD
SAN DIEGO, CA 92110
, 619,291,0707
(FAX)619,291,4165
J-15767f.4
M ricken glneerlng.com
Rlversidt • Orinse • San Luii Obispo • Baker.ifield • Sa1;rame.nto • Phoenbc • Tucson
Fl•\ 1576 \15761..Pwd\~HAS -M\1 516LpfU,Lp<a02. dw,
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APN 2 12-I 2-I
APN
APN
APN 212-I .2-58
APN 2 I 2-I .2-59
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APN 212-12-27
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LEGEND
GRADlNG AND [MPROVEMENT SHEETS UMIT AND NO. --
PROJECT BOUNDARY------------
EXISTING PROPERTY LINES ----· ------
EXISTING WATER MAIN/SERVICE ---------
EXISTING SEWER MAIN/SERVICE ---------
EXISTING SEWER MAIN/SER:V-1€E---------
EXl$TING STORM DRAIN-.----------
----------
---+----w----
----RW----
----S----
----SD----
PROPERTY OWNER
OWNER OF PARCEL 1, P.M, 179711
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 1, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 2, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 3, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 4, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 5, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 6, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 7, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 8, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 9, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 10, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 11, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 12, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 13, LLC
---7 S78J VAN ;\LL.Ei\J
PARC.EL J
PJVJ J 797 J
• GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 14, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 15, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 16, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 17, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 18, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 19, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 20, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 21, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 22, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 23, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 24, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 25, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 26, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 27, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 28, LLC
GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 29, LLC
OWNER OF PARCEL 2, P.M, 179711 MERARISK CARLSBAD, LLC
I
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'••D•~••• = .... ·, . I ,
ol.,£,1----,1--'----
APN 212-12-36
KEY MAP 1''=100'
0
R,C,E, ~~0":'7 EXP. (pf?,oH2 DATE
RE"7WEO BY, 4u,./tl. (~.,
WECTOR
SHEl!'.TS -&1111,r ~ CITY OF CARLSBAD f-----j----JL'=----='-"-""-""--------------jf-----t---t-------t-----J ~ ENG[NEER[NG DEPARTMENT
1-----1---t-------------------1i-------t----i---t---1 6" ':
DATE INITIAL
ENGlNEER OF WORK REVISION DESCRIPTION
GRAD[NG PLANS FOR1
LIFE TECHNOLOGIES Carlsbad Pointe
5791 Van Allen Way Improvements
lNDEX MAP
APP~:• GJ? u! PfjJ~ '1 tt. (>
SEffor'~1V[L ENGINEER PE 41204 EXPIRES 3/31/11 ~
OWN BY, REC PROJECT NO, DRAW[NG NO.
DATE [N[T!AL DATE INITIAL CHKD BY• JJ.htR. PUD-09-02(A) 462-70
OTHER APPROVAL CITY APPROVAL RVWD BY1 .i/,Jl,
102110
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ENVIRO-SAFE HIGH CAPACITY MEDIA FILTER ROUND CURB INLET BASKET ENVIRO-SAFE HIGH CAPACITY MEDIA FILTER ROUND CURB INLET BASKET
SYSTEM FOR USE UNDER MANHOLES (/20
TOP VIE\'/ SYSTEM FOR USE UNDER MANHOLES
I
ROUND GISB FOR MOUNTING UNDER MANHOLE
BloMedlaGREEN
FINE SCREEN
REMOVABLE
STORM BOOM
FIGURE 1
DETAIL OF PARTS FIGURE 2
DETAIL OF INSTALLATION
THROAT
TURBULENCE--t---jb-"'--------, ,--
54 /'l DEFLECTOR
REMOVABLE
SCREEN,---l=='"---14%"
BIOMEDIAGREEh-
FIL TER MEDIA
FLOW RATES per Basket
O=SO•cd•A ✓2•g•h cd:Coefflclent of=,67 Discharge
so A<ft2) h (In) a <~,>
FILTER PACK 1.06 2 .212
1 47 1/4" 1 extension
1====:J.~I:__.,/ for tapered I I manhole lld
STORM BOOM
1 EA 57" LONG
7 with center drop 6'
FIGURE 2
DETAIL OF INST ALLA Tl ON
18" HIGH INFILTRATION
SANDY /COMPOST SOIL
15 IN/HR MIN>
12" CLASS II
PERMEABLE BASE
6" ATRIUM GRATE
IDRAINTECH OR EOUIVALENTI
TG IPER PLAN!
Fl ISWALE>-------
IPER PLAN) 0%
SOIL/PLANTING
PER LANDSCAPE PLAN
PR)VIDE PIPE COLLAR
(MN. 6" BEYOND LIMITS OF VOIDS!
r..i~tVwI:-----nENCH BACKFILL AROUND PIPE
-~6~•~pV AS NEEDED
C SueoRAJN
IMPERMEABLE LINER PER
GEO TECHNICAL RECOMMENDA TJO~S
DETAIL:
70 SQUARE INCH
ACCESSIBILITY SIGN
3'0"
WHEEL STOP
IF VAN ACCESSIBLE
SPACE IS REQUIRED
IT MUST BE
LOCATED HERE
TYPICAL PAVEMENT
SYMBOL
FACE
o·oF CURB
~f+---STRIPES AT 36•
ON CENTER
FLOW'-----,:def MANHOLE •••
FLOW SCHEMATIC BIORETENTION LANDSCAPE AREA 12' H!GH LETTERS '·.' \
2"
'----~---+Y..-Curt> Inlet Basket
T 11;1 i---Exlstlng Inlet
3011.: 14 5/ "
CLE
OUT
FIGURE 3
DETAIL OF PROCESS
NOTES,
1,SHELF SYSTEM PROVIDES FOR ENTIRE COVERAGE
OF INLET OPENING SO TO DIVERT ALL FLOW TO BASKET,
2,SHELF SYSTEM MANUFACTURED FROM MARINE GRADE
FIBERGLASS,GEL COATED FOR UV PROTECTION.
3,SHELF SYSTEM ATTACHED TO THE CATCH BASIN WITH
NON-CORROSIVE HARDWARE,
4.FIL TRATION BASKET STRUCTURE MANUFACTURED OF
MARINE GRADE FIBERGLASS,GEL COATED FOR UV PROTECTION.
5.FIL TRATION BASKET FINE SCREEN AND COARSE CONTAINMENT SCREEN MANUFACTURED FROM
STAINLESS STEEL.
/"8 R
I
SIDE VIE\'/
5 YEAR MANUFACTURERS WARRANTY
REMOVABLE BASKET CATCHES EVERYTHING
AND MAY BE REMOVED THROUGH MANHOLE WITHOUT ENTRY,
6.FIL TRATION BASKET HOLDS BOOM OF ABSORBENT MEDIA TO CAPTURE HYDROCARBONS. BOOM IS EASILY
REPLACED WITHOUT REMOVING MOUNTING HARDWARE, 7.FIL TRATION BASKET LOCATION IS DIRECTLY UNDER
MANHOLE FOR EASY MAINTENANCE. ALL FILTER SCREHS ARE STAINLESS STEEL
BOX MANUF !CTURED FROM
BloMedloGREEN THIRD PARTY
TESTED REMOVAL EFFICIENCIES
TPH (HYDROCARBONS) -99¼ -Woves Environmental
FINE TSS -85.4% -Waves Environmental <Sil-Co-Sil 106)
DISSOLVED METALS -52¼ to 98¼ -Waves Environmental
DISSOLVED PHOSPHORUS -69¼ -Waves Envlronmental
BACTERIA/FECAL COLIFORM -68¼ -Woves Envlornmental
MARINE GRADE FIBERGLASS & GEL
COATED FOR UV PROTECTION
PATENTED
810 Cl_e:AN 1£NVIRONMl£NTAL. SICRVJC/£
P. o. 130X ae9. OCe:ANSJDJ?.cA. 9"049
760-433-7040 FAX:7Bo-+:,3-317s
Email: In fc;, Obloc I <fl an o nvlron m ortql. not
CURB JNLE::T BASl<E::T SYSTE::M
DATl!r: 00/00/00 SCAl-1£:SF' -,~
DRAFTER: N.R,B. UNITS =-JN,-;HES
REMOVE MANHOLE
INSERT GISB
EINSTALL MANHOLE
MEDIA PACK
FINE SCREEN
½"R
7"
G" 18"
½"R
2" WEAKEND
1 PLANE JOINT
~3
---------------1
2411 . I
NOT TO SCALE
6" ATRIUM GRATE
<DRAINTECH OR EQUIVALENT>
RIM ELEVATION
AS SHOW! ON PLAN
6'
GRADE
FINISH AS SHOWN ON PLAN //J fl \\ (;\\
GRADE 1¼ MIN • {/ lj \\ ';:;
6" DIA, PVC
RISER-~
FS=FL PER PLAN
6'
1¼ MIN.
PVC PIPE -SIZE 3" UNLESS
OTHERWISE NOTED
z
:::! • <D I W'E CONNECTION
9'0•M[N.
MEASURED FRO
!NSIDE TO INSID
OF STR!PES
8'0'MIN. AT VAN ACCESSIBLE PARKING STALL
DETAIL: ACCESSIBLE PARKING STALL
SIGNAGE AND STRIPING
NOT TO SCALE
6" CURB
(G-1)
AC PAVEMENT
3' AC ON 10" BASE
PER SOILS ENGINEER
RECOMMENDAIONS
AC GRIND & OVERLAY
BIOCLEAN CURB INLET BASKET SYSTEM 611 CURB & GUTTER (MODIFIED G-2)
FLOWLINE ELEVATION
AS SHOWN ON PLAN
AREA DRAIN
PLAN
NOT TO SCALE
SUN TREE QUALITY PRODUCTS ARE BUILT FOR EASY CLEANING AND ARE
DESIGNED TO BE PERMANENT INFRASTRUCTURE AND SHOULD
Part I G!SB MEDIA FIL TER-24-41-25
4111 ----o,
1
TOP VIE\'/ i 24" ~~l
FLOW SCHEMA TIC
STORM BOOM
-.-, . .---SKIMMER---._
•
BULENCE
FLECTO
14---REMOVABLE SCREEN
PERUTE
BloMedlaGREEN
BIOSORB UNDERDRAIN
•
' ' ' ' ..
,
' '\ .
...
' ·;
✓:
GRATE
™® • n • ' £
12 3/8" ,. ' ~ -<
---1 1/2" 1--£
12 ' '
END VIE\'/ ' < ' . ' ' '
URg
"
LAST FOR DECADES.
Email, lnfo@blocleanenvlronmentalnet
Flow Specifications
Description Psrcent Total Square Flow
~er, Square lni:hes Rate of filter Ba ed on Inches of Total ICut>lc opening Screin per Unit Unobitructed Feet per Dlmens ons Ope-,lnge Second)
Skimmer
protected 100¼ 243.4 2,3,4 10,0 cfe By-Pase
Coar~e Scr7f,n 3/4'x 1-3 " stainless steer 62¼ 215,2 131.4 6.4 cfs flattened expanded
PERUTE (granular) 40'/4 354 (Bl0Medl°5~E~N) 80'/4 NI~ 50.7 gpm porous oc s
( ) <~~; BYPASS Existing SCREEN TREATED FLOW RATE MEDIA TREA TE[ FLOW RA TE
Total1 6.4 ofe Total 50, 7 gpm
2511 @B ffl!JD-~ COARSE SCREEN FLOW RATES BASED ON UNOBSTRUCTED OPENINCS
BOX MANUFACTURED FROM MARINE GRADE FIBERGLASS & GEL
COATED FOR UV PROTECTION
I I
SIDE VIE\'/ FINE SCREEN 5 YEAR MANUFACTURERS WARRANTY
f
fi 5620 FRIARS ROAD f SAN DIEGO, CA 92110
619.291.0707
PATENTED
ALL FILTER SCREENS ARE STAINLESS STEEL
,lo CL~N 1£NVfRONMENTAL SERVICE
PO aox ...... OC/£ANSID/£ CA 9.2049
7fSO--f..3.3-7S"'fO FAXt7tJ0-4.3.3-.317tJ
GRATe INLl£T SKIMMER aox FOR
M~DJA F"IL.TE:Ft TYP~ CATCH BASIN IN5t:RT
DAT£: 00/00/00 SCAL.tr:SF" -"' DRAFT~R: N.R.B. vNrr:s =-INCH/ES
BIOCLEAN GRATE SKIMMER BOX
NOT TO SCALE
SUNTREE QUALITY PRODUCTS ARE BUil T FOR EASY CLEANING AND ARE
DESIGNED TO BE PERMANENT INFRASTRUCTURE AND SHOULD
LAST FOR DECADES. Emarr1 rnfo@blocleanenvrronmental.net
J-15767M
S (FAX)619.291.4165 ~ • ENOINEERIN<i COMPA.'IY rlckenglneerlng.com
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BloMedl~Ffi~it~iiffMO\AL
Total Suspended Solids
"Sil-Co-Sil 106' l5¼
Total Phosphorus 19¼
Ortho Phasophorus •1¼
Dlssolved Copper 73¼
Dlssorved Lead ~;I,
Dissolved Zinc "8%
Fecal Collform Bacteria (8¼
TPH 19¼
PLAN
1 •
13¾."
-
v
I,
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t
111/o"
ELEV
NOT TO SCALE
·'
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(MODIFIED STD G-1)
NOT TO SCALE
STANDARD THREADED
CLEANOUT CAP---...
FINISH GRADE
.-. .. ... . .. ,., ... -..
NOT TO SCALE
UCT AC EXIST/
N & B S PAVE
(SCHEDULE J PVMT> I & BASE
,___ ___ ~3~.0~' ~M~IN~, ----1
0.1-FOOT MIN. AC lHICKNESS
COLD PLANE EXISTING AC PAVEMENT
AC OVERLAY 0.10 FOOT MIN THICKNESS
NOT TO EXCEED 2 INCHES OR 0.17 FEET
PAVEMENT JOINT DETAIL
12"CAST IRON VALVE BOX
FRAME AND COVER.
NOT TO SCALE
TRAFFIC RATED FOR H-20 LOADING
IN PARKING AREAS •
~
560-C-3000
CONCRETE
TOP OF 6"CUR8
1.5' 2' 1.5'
3' /4.5'
G"PCC
1.5' /2.25' 1.5' /2,25' PER SOILS
ENGINEER
RECOMMENDATIONS /4 ~ES• 'l. \/}f::!.E.S•
ACTUAL STRUCTURE SECTION
PER SOILS ENGINEER'S
FIELD RECOMMENDATIONS,
NOTE,ALL OTHER CONRETE • SLOPE OF CROSSGUTTER VARIES. AND JOINT SPECIFICATIONS
SEE PLAN FOR DETAIL PER STANDARD DWG. G-12
SECTION B-B
CROSS GUTTER DETAIL
TOP OF
G"CURB
NOT TO SCALE
I ENGIN ER OF WORK
~i K NGINEERI G CO.
,,
iMESSto~
GODo~/( '+-.
f;; <:) ~ -.,,. 0 rr, ~ .33037 ~
* * ....
OF C~I.\\
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)" CURB
OHN D. GODDARD, JR. ,,,-:_
"AS BUILT"
-~
It -~
I/
= I/ <J)
v
STD, 1/eBEND -
FLOW
STD.1/eWYE
BRANCH
4" DIA PVC
IE PER PLAN
LOCATION SHOWN
ON PLANS
SEWER CLEANOUT
NO SCALE
NOTE, CONTRACTOR SHALL REMOVE AND REPLACE EX[ST!NG CURB
AND GUTTER AS NEEDED TO !NSTALL CURB OPEN!NG.
Y ELEVATION AS SfOWN ON PLANS
DETAIL: CURB CUT
NO SCALE
FG BASE
OF CURB
REVrED BY1 /kM.I t1 (!/A,,,,:..
{NSPECTOR
~ CITY OF CARLSBAD SHEETS
1-----f--+---------------------i----i---t----;--j :=L_1_j:;;::::;:;::;:'.__:;;:::;:;=;;=E~N~G~!N::"£'=£=R!::':N::':G::"D::':£=PA::':R=T=M=E=NT==~==6===;
1---1---+-----------------t---t---t---,-, GRAD[NG PLANS FOR,
DATE INITIAL
ENG!NEER OF WORK REVISION DESCRIPTION
DATE [NITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
LIFE TECHNOLOGIES Carlsbad Pointe
5791 Van Allen Way Improvements
DETAILS
OWN BY, REC
CHKD BY• rdJ1g
RVWO BY, ,JI rz
PROJECT NO.
PUD-09-02(A)
DRAWING NO.
462-7D
NOTE,FOR HORIZONTAL CONTROL,AND CURB & SEWER
DATA INFORMATION, SEE SHEET 6
NOTE1 FOR BUILDING ADDITION INFORMATION,
HARDSCAPE AND LIGHTING DETAILS,
SEE ARCHITECTURAL PLANS FOR LOBBY ADDITION
I
i i
JJ.. ~ 619.291.0707
OF 5791 VAN ALLEN WAY CB101494
NOTE1 FOR LANDSCAPE DETAILS,
SEE LANDSCAPE PLAN 462-7P
NOTE1 ALL EXISTING UTILITIES & IMPROVEMENTS
SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.
NOTE1 EXACT LOCATION OF EXISTING UTILITIES IS
UNKNOWN, CONTRACTOR TO CONFIRM PRIOR
TO CONSTRUCTION & NOTIFY ENGINEER OF
ANY DISCREPANCY.
NOTE1
AMENDED RECIPROCAL PRIVATE ACCESS, PARKING,
& DRAINAGE COVERED FOR PARCELS 1, 2 & A BY
PRIVATE MAINTENANCE AGREEMENT PER
PUD 09-02A
ITC 244.351
/FL 243.951
MATCH EXISTING
1244/)4)
1244.42)
8' LF 3" PVC S.D. @1.0¼
CONNECT EX 3"PVC SD
/IE 243.69~ 243.63,JJ
J-1 s1Grn 11,R. ir c vJ ~~~~~~~110
S , (FAX)619.291,4165 ~ ENGINEERING COMPANY • rlckenglneerlng.com
@J 1san Diego 1 1Riverside • Orang,• San Lui1 Obispo• Bakersflefd •Sacramento• Phoenix. Tucson 1
R• \ 15767\ 1576 f J>Qrd\PHASE.t,I\ 1576T .ph.1Lp,;iO~. dQn
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11 CAUTlON 11
EXISTING GAS LINE
GAS LINE RELOCATION
CONTRACTOR SHALL BE RESPONSIBLE
FOR GAS LINE RELOCATION,
RECONNECTION, AND ALL REQUIRED
DOCUMENTS, PROCESSING AND PERMITS
~F_o_R_R_E_L_o_cA_T_1o_N~A~~D_R_Ec_o_N_NE_c_T_ro_N_. ~ ~ A .
REMOVE EXISTING WALL &
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REMOVE EXISTING
SD & SD INLET
FF=244.44
PE=243.61
"CURB· ';j_ 243.
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·:::>.· .. ::;...,:·;.."6·
u 3"CURB o VI TC 244.05 a: j FL 243.80 E5 a.. FG 244.3
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VI..-=i CURB
u ~ ~ TRANSITION
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TC 242.90
I FL 213 __ .4_0_--I
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EP 242.32
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TC 124?~90
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F 4 •
!TG 246.21!
!FL 245.651
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FS 243.93
FOR DETAIL
SEE LANDSCAPE
PLAN
FG 246.0
J PE• 245. 50 f
fOI( O!ifAII.
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.246.00
243.40
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BKXLEM INLET SKIMMER BOX 5
CUR3 INLET BASKET 0
SW 24 ,5
RELOCATE
PULL BOX
AS NECESSARY
\ J /SW 24719!
w .,___ __ /SW 247.82!
MATCH EXIST ING
rn
10'
SIDEWALK
2.01/.
X
BICK OF SIDE/NJ<.
I
FS 242.99 t-rz. 6
FOR DETAIL
SEE LANDSCAPE
PLAN
SW 244.87
GB
tt--WALL PER
ARCH PLAN
0
0
I
I
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EXISTING ELECTRIC
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NOTE, FOR HORIZONTAL CONTROL & CURB
DATA INFORMATION, SEE SHEET 6 BMP QUANTITY TABLE
NOTE, FOR BUILD!NG ADD!TION INFORMATION,
HARDSCAPE AND LIGHT!NG DETAILS,
SEE ARCHITECTURAL PLANS FOR LOBBY ADDITION
I
I s
OF 5791 VAN ALLEN WAY CB 101494
NOTE, FOR LANDSCAPE DETAILS,
SEE LANDSCAPE PLAN 462-7P
NOTE, ALL EX!ST!NG UT!LITIES & !MPROVEMENTS
SHALL BE PROTECTED IN PLACE
UNLESS OTHERWISE NOTED.
\
\
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' RICK
~ ENGINEERING COMPANY
5620 FRIARS ROAD
SAN DIEGO, CA 92110
619,291.0707
(FAX)619.291.416S
r~
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I
DESCRIPTION
8/0CIENI INLET SKIMMER BGX
CURB INLET 8/JSKET
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r!cken s;lneerln g.c:om
(9 San Diego Riverside -Orange• San Luis Obispo• Bakersfield• S;u;ram1;1nto • Phoenix• Tucson
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\ \sr ~ .nco1 \R I ck.Standords\6ant : e:, .2006\workspoca\pro J ects\Co~ pStds.200~-SD\ Ip I ot\CorpS tds-2005_ SD. pan
QUANTITY
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NOTE, FOR BUILDING ADDITION INFORMATION,
HARDSCAPE ANO LIGHTING DETA[LS,
SEE ARCHITECTURAL PLANS FOR LOBBY ADDITION
Of 5791 VAN ALLEN WAY CB101494
N 1,995,203.3
E 6,243, 71 O. 1
N 1,995,282.8
E 8,243,756.2
N 1,995,323.5
E 6,243,784.7
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5620 FRIARS ROAD
SAN DIEGO, CA 92110
619.291,0707
R/W
579J
J-157671-A
S (FAX)619.291.4165
~ ENGINEERINO COMPANY rlckengineering.com !'Rlv•e,■.'sid!", ,"'!!O!""ca•,s•• ,'!!'s,•, !"'Lui!"', O!!!'b'!"l,po~. ,!"!',k••,.•ne'!"!ld"'!, s!"',c•cam•••,,•o ,'!Ph•o•"'n1x!"'.'!ru111cs1111111on @ San Diego
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CONNECT 8' F'IC ; D TO
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4"SEWER POC ,
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CURBDATA
NO>. DELTA DR BRO. RADIUI LENGTH
1 6=89'56'19' JIX' 4.lr rn N3o02'39"£ 151)4'
3 N53"57'2/W ZTJB'
4 N5409'04W 15.52'
5 6-d)(J'C/O'O(J' JI)(/ 4.lr
G N3550'56'£ 20/JO'
1 6'480'00'00" JI)(/ 9.42'
8 N3550'56'£ 15/JO'
9 N5409'04W 5175'
10 N3550'56'£ 15/JO'
11 6-d)(J'OO'O(f JIJC 47r
@l N54"09'04W 2/JO'
13 N3550'56'£ 251JO'
14 N5409'04W 2IJO'
15 6-d)(J'OO'O(f JIJC 4.lr
• SE£ DET /lJL Sf/EIT 3
CURB DATA
NO. DELTA OR BRO. RADIJS LENGTH
I 11 t:.=38'22'48' BOXY 53.59' rn /J.=12543'0f 3XY 6.58' rn N53"03'24W '131' rn t:.=0408''1' 51BXY 37.41'
5 6=0Z45'55' 518XY 25/JO'
@] 6=0436'08' 518XY 41.6Y rn N41'325:JW flJJr rn /J.=8':1'39'25' 3DO' 4.69'
9 6=0479'5(1' 497ff1' 37.63'
10 /J.=8409'56" BXY 11.75'
11 NJf02'2:JW 35.60'
12 N55'02' 47'£ 6/JO'
13 N5445'26"£ 6.48'
14 N3f02'29'W 4/J2'
15 6=23"06' 35' 5XY 2/J2'
16 N5,f09'04W 21J9'
11 N3550'56"£ 10.80'
[l§] N3550'56"£ 10.80'
lill N54"09'04W 7.82'
1( 6-d)(J'OO'()(J' 150' 236'
21 N3550'56'£ 9.50'
N3479'56'£ 16JJr
t:.=88'29'00" 2XY JIJ9'
N5,f09'04W 736'
1251 /J.=66"52'32' 15XY f1.5r
N58'58'24'£ 4()1)4'
/J.=11Z53'16" 10:xr 1970'
[?]I N53"54'52W 101)4'
•SEE ., .... $.JjEFT ~
SEWER DATA
NO. DELTA OR BRG. RADIUS LENGTH
1 NfS"S0~'2f 57.83,'
2 N09"9V4"W /03'
N5f"0'1'04"fY ,.1!''
Nl8'/6'Z/'W ~8-Z-f'
N5f'li'ZJ''S H.n'
N1"''* 'Jf"S 6-'1~'
CURB DATA -REMARKS♦ NO. DELTA OR BRO. RADIUS LENGTH REMARKS ♦-
6" CURB TY PE G-1 16 NJ!S50'56'£ 15.oo' 6' CURB TYPE G-1
6' CURB TYi';£ G-1 17 NM09'04W 5175' 6" CURB TYPE G-1
6' CURB TYPE G-1 18 N3550'56'£ 15.oo' 6' CURB TYPE G-1
6' CURB TYPE G-1 19 6~80'00'00" JIJO' 9.42' 6' CURB TYPE G-1
6' CURB TYPE G-1 gg N3550' 56'£ 23./0' 6' CURB TYPE G-1
6" CURB TYPE G-1 21 6-d)(J'C/0'04' 18.oo' 2821' 6" CURB TYPE G-1
6" CURB TYPE G-1 2; N5407'0/'JW JP' 6" CURB TYPE G-1
6" CURB TYPE G-1 ·~ 6=8':1'58'00" 2IJO' JJ4' 6" CURB TYPE G-1
6" CURB TYPE G-1 ~ N355YO/'J'£ 16.oo' 6" CURB TYPE G-1
6" CURB TYPE G-1 N5,f09'0/'JW 59.50' O'' CURB <MOD.G-IJ •
6" CURB TYPE G-1 N355YO/'J'£ 15.oo' O'' CURB <MOO.G-fJ •
6" CURB TYPE G-1 6s'9fJ'OO'OfJ' JJJO' 47r O'' CURB (MOO. G-fJ •
6" CURB TYPE G-1 N5409'0/'JW 3.58' O'' CURB <MOD.G-fJ •
6"CURB TYPE G-1 /J.-d)(/00' ()(J' IIJO' 1.51' O'' CURB (MOO.G-11 •
6"CURB TYPE G-1 N355f0/'J'£ 9.69' O'' CURB (MOO.G-11 •
31 N28'29'25"£ 10.oo' 6" CURB TYPE G-1
3· N6f14'42W 12.50' 6" CURB TYPE G-1
CURB DATA
REMARKS NO. OELTA OR BRO. RADIUS LENGTH REMARKS
6' CURB TYPE G-1
6' CURB TYPE G-1
6" CURB TY PE G-1 31
6'CURB TYPE G-1 3 -= 6'-{J' CURB TRANS 3
CJ: CURB (MOO. TYPE G-1) 3•
0''-6" CURB TRANS ~
6' CURB TYPE G-1 3
6" CURB TYPE G-1 3
6" CURB TY PE G-1 3
6" CURB TYPE G-1 3
6"::(J' CURB TRANS
(HJ'CURB TRANS * O'CURB <MOO. TYPE G-11 •
6' CURB TYPE G-1 4
6' CURB (MOD, TYPE G-11 • -!'
2'X6' REC/'CL£D PLASTIC 4
f/EN)Efl r~....,
~ CURB fl •f!-·G-t -_:, • )A -! O'CURB (M. 0. TYPE G-11 • 1 JA.l\ 4
(/' CURB tf Pl! G·l '
,I 4
ff' CURB TYPll S-1
fl'CURB & GIJTT£R 51
6"CURB & GIJTTER -~ 6"CURB & GIJTTER <MOD G-2) • 5
6" CURB & GI/TT ER 1541
6' CURB & GI/TT ER 5
6"CURB & GIJTTER 5
6"CURB & GIJTTER 5
5
) 5
REMARKS
4' F'IC <SDR-35J
4' F'IC (50R· 35J
4' F'IC <SDR-35)
4' F'IC <SDR· 35J
4' F'IC <SDR-35J
4' F'IC (SOR-35)
/J.=90'14'12' JJJO'
N3550'56''E
NM32'03'W
N3f02'02W
N58'39'1(J'£
N58'40'5:J'£
6=73'37'18' 10/JO'
6=0;f28'04' 55378'
(J. =61! 4(/1(1' 15/JO'
N5409'04W
N6505'28''£
N6,f53'14'£
N5409'07'W
N5o32'37'W
/J.=6425'44' 15/JO'
/J."5838' 42' JIJO'
N643Y49''£
/J.=2530'03" 10.oo'
N643Y4:J'£
N3'J'06' 47W
6-d)(J'28'15" JIJO'
6=0,f43'26" 351JIJO'
IJ.=8,!48' 44' JIJO'
N30'29'36W
(J. -Fl4' J 2' 10.oo'
N5Z49'06'£
6~3"26'32' 20.oo'
N5Z49'06'£
N68'57' 3l'W
6=/Jl' 34'35" 2IJO'
Nlff 36'58"£
EER\1 OF WORK
ENG NEE
472'
14.90'
18.60'
86.11'
6/JO'
573'
13.41'
4JJ8'
f11JO'
201JO'
61JO'
936'
383f
66.6Y
161!1'
291'
IOIJ2'
4.45'
2.69'
16.99'
4.74'
3034'
4.86'
IJIJ9'
5.50'
61JO'
4.69'
2J5'
19/J4'
JIJ6'
1312'
6" CURB & GI/TT l!R
6"CURB TYPE G·I
6"CURB TYPE G-1
6" CURB & GI.ITT ER
(HJ'CURB TRANS
(HJ'CURB TRANS
6" CURB TY PE G-1
6" CURB TYPE G-1
6" CURB & GI.ITT ER
6"-fJ'CURB TRANS
6"-fJ' CURB TRANS
6"-fJ' CURB TRANS
6'CURB TYPE G-1
6' CURB TYPE G-1
6" CURB TY PE G-1
6"CURB TYPE G-1
(HJ'CURB TRANS
6"-fJ' CURB TRANS
6"-fJ' CURB TRANS
6" CURB & GUTTER
6' CURB & GUTTER
6'CURB & GIJTTER
6'CURB & GIJTT£R
6" CURB & GUTT ER
6" CURB & GUTT £R
6'-fJ' CURB TRANS
(HJ'CURB TRANS
6"-fJ' CURB TRANS
6" CURB TY PE G·I
6" CURB TYPE G-1
6' CURB TYPE G-1
GOO/l..~
t; "'"'l>o
;:; ~ ~ 0,33037 • * , B/30
!VI
OF C~\.\\
~CJI,ijprf~1AC'f4fog{,7fJ~J1ALL 8£ TRAFFIC RATED IN
PAVlf.lG INDEX*
j,J<,.,,
~/'lo//;:i, DATE
• 5££ NICHIT£CTURAL SIT£ Fl.AN FOR NJDITION SLURRf SEAL MEAS ~/z,1//'1
N PECTOR DATE
• l'Ol4NTAIN Stw: • st'.111~ AUGl'<lt,liir,I fsHm7 CITY -OF CARLSBAD I SHEETS I
l----+--H."";,_e__,""""=>::-"OA,.,.1i""i'l~TA='-"'--------t----t---t---t-----J L§_j ENG[NEER!NG DEPARTMENT 6
~!LC."'-"""'------------t---t---t---+----l
f------+--+------------------+---+--t------t-----t GRADING PLANS FOR, LIFE TECHNOLOGIES Carlsbad Pointe
5791 Van Allen Way Improvements
DATE lNITIAL
ENG[NEER Of WORK REVISION DESCRIPTION
DWN BY, REC DATE [NITIAL DATE INITIAL CHKO BY1 1t£tL
OTHER APPROVAL CITY APPROVAL RVWO BY1 .(g,
PROJECT NO, DRAWING NO,
PUD-09-02(A) 462-70
102110